HomeMy WebLinkAboutCorrespondence LI: WEIHE 1 --
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TRANSMITTAL
To: City of Cannel Dept.of Community Planning Project: Waterfront in West Clay—Section 2C
One Civic Square—3rd Floor Job#: W160409
Cannel,IN 46032
Attn: Angie Conn
Date: November 9,2018 Re: Recorded Plat
We are sending you® Attached ❑ Under separate cover via Delivery the following items:
®Prints ❑Copies of Letters
0 Specifications ❑ Meeting Minutes
0 Change Order(s) ❑ Inspection Report
El Sketches/Drawings ❑Application(s)for Payment
❑ Sets Document Document Description
® Copies Date Number
2 11/8/2018 Recorded Nat
These are transmitted as indicated below:
0 For Your Review or Use
0 For Your Review&Comment
Z As Requested
®For Your Records
0 For Your Approval
By: Duane A. Sharrer,P.E. cc:
10505 North College Avenue I Indianapolis, IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408
Allan H.Weihe,P.E.,L.S.,-Founder
LI: WEIHE
ENGINEERS
Lana Surveying I Civil Engineering
Landscape Architecture
Build with confidence'
TRANSMITTAL
To: Carmel Planning/Zoning Department Project: Waterfront of West Clay Street—Section 2C
One Civic Square—3rd Floor Job#: W160409
Carmel, IN 46032 Phone: 317-571-2426
Attn: Angie Conn
Date: October 25, 2018 Re: Secondary Plat for Signatures
We are sending you ® Attached ❑Under separate cover via Delivery the following items:
III Prints ❑ Copy of Letter
❑ Specifications ❑ Meeting Minutes
❑ Change Order(s) ❑ Inspection Report
® Secondary Plat ❑ Sketches/Drawings
® Sets Document Document Description
❑ Copies Date Number
1 10/25/2018 Secondary Plat- Mylars
1 10/25/2018 Secondary Plat— Paper Copy
_1
These are transmitted as indicated below: L5 (h] ; O W `r '
® For Your Review ii OCT 2 5 2018
El As Requested lL
❑ For Your Records
❑ For Signature.
Angie,please review this secondary plat and let me know if you have any questions or comments. If not, please have
Mike sign the plat so it can be to the Engineering Dept. by Wednesday,Oct. 31S`
Thank you.
By: Duane A Sharrer, PE cc:
10505 North College Avenue I Indianapolis, IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.,-Founder
Conn, Angelina V
wt coin-�)CC-0144,meycyft /0-
From: Conn, Angelina V
Sent: Thursday, October 25, 2018 10:30 AM
To: 'Duane Sharrer'
Cc: Warner, Caleb; Scott, Lisa M
Subject: RE:Waterfront Section 2C Plat
Good morning, Duane—
Yes, that should be enough time for us to get the plat signed by the Planning Director. Also, please continue to work
with Alex and Caleb ( in the Engineering Dept.) to get on a BPW meeting agenda.
Please make sure that the instrument no. blank is filled out in the Land Description, too.
Please produce a Mylar copy (with the surveyor's and land owner's signatures)for signature by this Department. Two
paper copies of the plat must be filed with the Mylar prior to recording, and two paper copies and an electronic copy of
the scanned, recorded plat must be submitted following recording of the document. Our approval of the secondary plat
(signature) will be forthcoming upon revision of the plans according to the items listed above.
Lastly, please submit a .pdf or .jpg file of the scanned, recorded plat (after it has been recorded.)
Angie Conn, AICP
Carmel Planning&Zoning Dept.
1 Civic Sq. 3rd FIr., Carmel, IN 46032
P: 317-571-2417 I W: www.carmeldocs.com
From: Duane Sharrer [mailto:sharrerd@weihe.net]
Sent: Wednesday, October 24, 2018 3:09 PM
To: Conn, Angelina V
Subject: RE: Waterfront Section 2C Plat
Thanks for the quick reply. If I get the plat to you on Monday morning(Oct. 29`h1), does that give you enough time?
Duane A. Sharrer, P.E.
Vice President, Residential Development
Weihe Engineers, Inc.
317 - 846 -6611 office
317 -690 - 1540 cell
sharrerd@weihe.net email
Connect With Weihe
LSE ®EI
From: Conn, Angelina V<Aconn@carmel.in.gov>
Sent: Wednesday,October 24, 2018 3:07 PM
To: Duane Sharrer<sharrerd@weihe.net>
Subject: RE: Waterfront Section 2C Plat
DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS
FOR
WATERFRONT OF WEST CLAY
HAMILTON COUNTY, INDIANA
CROSS REFERENCE TO PLATS:
Instrument Numbers: 2009016949,2009067735, 2017049804 and 2017049805
1\11633455.4
LF
Conn, Angelina V
From: Rusty Skoog <skoogr@weihe.net>
Sent: Friday, December 22, 2017 8:31 AM
To: McCoy, David W
Cc: Conn, Angelina V
Subject: RE:Waterfront 2C addresses - 17030018 SP
Attachments: 2017-11-13 Plat of Waterfront of West Clay Sec 2C (Preliminary).pdf
Dave
Please find the attached plat. We were asked to revise our lot numbers to meet the sales brochure in Waterfront
2C. Can we get the lot numbers for the addresses revised to meet this plat?
Thanks
Alvin E. (Rusty)Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
317 1846-6611
317 1 710-1416 coli
Connect With Weihe
mono KS
From: McCoy, David W [mailto:DMcCoy@carmel.in.gov]
Sent: Friday, December 15, 2017 11:42 AM
To: Rusty Skoog<skoogr@weihe.net>
Cc: Conn,Angelina V<Aconn@carmel.in.gov>
Subject: RE: Waterfront 2C addresses- 17030018 SP
Rusty,
Here are the address documents for Waterfront of West Clay-Sec 2C. I will send these out to my address
distribution list at a later date. Let me know if you notice anything amiss with these documents.
Thanks,
Dave McCoy
GIS Technician/Addressing Coordinator, City of Carmel, IN
317-571-2566
From: Rusty Skoog [mailto:skoogrOweihe.net]
Sent: Thursday, December 14, 2017 9:00 AM
To: McCoy, David W
Subject: Waterfront 2C addresses - 17030018 SP
David
Did this project ever get addressing completed? The attached email was sent a while ago, but I can't find a response. I
have put the ACAD drawing in the Dropbox: https://www.dropbox.com/sh/43brkb9o7rvr8wd/AAAzgWxulliy-
QapXNi Ozasa?d1=0
!7 2 - ,7
7 WATERFRONT OF WEST CLAY, 7
SECTION TWO "C"
SECONDARY PLAT
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N.R."A "°"R"°"` WATERFRONT HOMES •WEIHE 1010SN D°I'"6diansO°
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9 SECONDARY PUT DOCKET NUMBER:17030a185P SOURCE OF TITLE:INSTRUMENT NUMBER 2012022721 ( (PAULO.SNODPYANNDYES.0010 Landscape ArchlleurO
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7 WATERFRONT OF WEST CLAY, SEE PAGE 1 \ \ "�,8� j
SECTION TWO "C" 3`,� I.
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55 dd L1 SECONDARY PLAT DOCKET NUMBER.17030018 SP SOURCE OF TITLE INSTRUMENT 704-24SNOOPMANNOYES.COY) Landscape Architecture
PH. 817 714-2406
ii vA •
WATERFRONT OF WEST CLAY, 7
SECTION TWO "C" CURVE TABLE
SECONDARYPLAT CURVE ARC LENGTH RADIUS DELTA CHORD BEARING CHORD DISTANCE
Cl 117.81' 37.50' 180°00'00' 848°12'38'W 75.00'
C2 114.67' 36.50' 180°00'00" 800°00'00'E 73.00'
O i C3 87.07' 332.50' 15°00'13" N67°49'50"E 86.82'
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k a C5 82.52' 54.00' 87°33'17" 885°34'01'E 74.72'
- ^ ((1 ' C6 62.30' 54.00' 66°06'06" N1r36'18"E 58.90'
iC7 24.83' 54.00' 26°20'37" N28°37'04"W 24.61'
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� •
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1
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7 WATERFRONT OF WEST CLAY,
SECTION TWO "C"
SECONDARY PLAT
LAND DESCRIPTION REGISTERED LAND SURVEYOR'S CERTIFICATE DEED OF DEDICATION
PART OF THE SOUTHWEST QUARTER OF SECTION 31,TOWNSHIP 18 I BRADY KUHN, HEREBY CERTIFY THAT I AM A REGISTERED LAND WE,THE UNDERSIGNED,PAUL AND SHELLEY SHOOPMAN,OWNERS OF
NORTH,RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN,CLAY SURVEYOR,LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN,DO HEREBY CERTIFY
TOWNSHIP,HAMILTON COUNTY,INDIANA,DESCRIBED AS FOLLOWS: INDIANA: THAT WE HAVE LAID OFF,PLATTED AND SUBDIVIDED,AND DO HEREBY
LAY OFF,PLAT AND SUBDIVIDE,SAID REAL ESTATE IN ACCORDANCE WITH
�SAISCOMMENCING AT THE 58 ITMWUPON ONHAMILTON THE F ASAND DESIGNATED AS WATERFRONT
MINUTESLSEC3DIRECTIONBNORECORDER THE
T CORNER OF SAID QUARTER SECTION; THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY COMPLETED BY THE WITHIN PLAT.
NO FROMUED SAID
DEEDINSTRUMENT NO. COUNTY,NDIANA. THEREHAS BEEN CHANGE FROM O WEST LAY,SECTION TWO"CADDITION TO THE CITY OF CARMEL,
201201120)1367.07 FEET TOA POINT ON THE NORTHERLY EXTENSION OF MATTERS OF SURVEY REVEALED BY THE CROSS-REFERENCED SURVEY, INDIANA. ALL STREETS AND ALLEYS SHOWN AND NOT HERETOFORE
THE EAST LINE OF WEST ROAD;THENCE ALONG SAID EAST LINE AND ITS OR ANY PRIOR SUBDIVISION PLATS CONTAINED THEREIN,ON ANY LINES DEDICATED,ARE HEREBY DEDICATED TO THE PUBLIC.
NORTHERLY EXTENSION,SOUTH 0 DEGREES 03 MINUTES 23 SECONDS THAT ARE COMMON WITH THIS SUBDIVISION.
EAST 92.12
0 MINUTES 0 SECONDS EAST 28ING;THENCE NORTH 90 FRONT AND EBUILDING YARD
FEET;THENCE SOUTH 55 THAT ALL THE MONUMENTS SHOWN THEREON ACTUALLY EXIST AND THAT ESTTABLISHED ASSHOWN ON
DEGREESTHIS PLAT,BETWEEN WHICH CH LIIN S AND THE
DEGREES 58 MINUTES 50 SECONDS EAST 94.77 FEET;THENCE SOUTH 17 47 THE LOCATION,SIZE,TYPE AND MATERIAL ARE ACCURATELY SOWN: PROPERTY ED NO BUILDING OR STRUCTURE.ERE SHALL BE ERECTED OR
DEGREES MINUTES 42 SECONDS EAST 92.03 FEET;THENCE SOUTH 32
DEGREES 08 MINUTES 48 SECONDS WEST 84.91;THENCE SOUTH 29 AND THAT ALL REQUIREMENTS SPECIFIED IN THE SUBDIVISION
DEGREES 48 MINUTES 58 SECONDS WEST 130.74 FEET;THENCE SOUTH 26 ORDINANCE OF THE CITY OF CARMEL HAVE BEEN MET. THERE ARE STRIPS OF GROUND AS SHOWN ON THIS PLAT AND MARKED
DEGREES 09 MINUTES 51 SECONDS WEST 35.48 FEET;THENCE SOUTH 03 'EASEMENT,RESERVED FOR THE USE OF PUBLIC UTIUTIES FOR THE
DEGREES 29 MINUTES 58 SECONDS WEST 320.89 FEET;THENCE SOUTH 88 THIS SUBDIVISION CONTAINS 15 LOTS,LABELED 48 THROUGH 53,87 INSTALLATION OF WATER AND SEWER MANS,POLES,DUCTS,LINES AND
DEGREES 30 MINUTES 02 SECONDS EAST 72.16 FEET;THENCE SOUTH 03 THROUGH 72,AND 156 THROUGH 158, AND FOUR COMMON AREAS WIRES,SUBJECT AT ALL TIMES TO THE PROPER AUTHORITIES AND TO
DEGREES
MINUTES 58 SECONDS WEST
99.76 FEET;THENCE SOUTH 77
ESIGNATED
NENT OR OTHER
DEGREES 29 MINUTES 37 SECONDS WAEST154.56 FEET;THENCE SOUTH 5 RIGHTS•OF WAY,BLOCK
LL AS DEUNEATED ON THE WITHIN PLAT.HER WITH
HE SIZE OF STRUCTURES ARE TO BE ERECTED OR MAINTAINEDSEMENT HEREIN RESERVED. NO AUPON SAID STRIPS I
DEGREES 37
96.43
DEGREES 58 MINUTES MNUTES SECONDS 8SECONDS DS WEST FEET;
88.83H FEET SOUTH
THE RIGHTS-OF-WAYTMA EASHOOWIN FIIGURES WIDTH OF THE STREET
AND DECIMAL OF LAND,BUT
SUBJECT TO THE RIGHTS OF THE PUBLIC UTILITIES.ILLL TAKE THEIR
U
NORTHWEST CORNER OF THE PLAT OF THE SANCTUARY AT 116TH PARTS THEREOF.
STREET, SECTION THREE, PER THE PUT THEREOF, RECORDED IN \\\\\\\J71111177Lq///'I� THE FOREGOING COVENANTS,OR RESTRICTIONS,ARE TO RUN WITH THE
INSTRUMENT NUMBER 200907735. ON FILE IN THE OFFICE OF THE �\\\ Oy` , 7j'C LAND AND SHALL BE BINDING ON ALL PARTIES AND ALL PERSONS
RECORDER OF HAMILTON COUNTY,INDIANA;THENCE ON AND ALONG THE ,...0y....040§44/4,
+' '.. .�� CLAIMING UNDER THEM UNTIL JANUARY 1,2042,AT WHICH TIME SAID
PERIMETER OF SAID SANCTUARY AT 118TH STREET,SECTION THREE BY ��4 ,,, No COVENANTS,OR RESTRICTIONS,SHALL BE AUTOMATICALLY EXTENDED
THE FOLLOWING FIVE(5)COURSES:1)SOUTH 09 DEGREES 56 MINUTES 18 _ '`_• 1 S. FOR SUCCESSIVE PERIODS OF 10 YEARS UNLESS CHANGED BY VOTE OF
rf SECONDS WEST 48.55 FEET;THENCE 2)SOUTH 69 DEGREES 46 MINUTES - =A MAJORITY OF THE THEN OWNERS OF THE BUILDINGS COVERED BY
17 SECONDS WEST 95.20 FEET; THENCE 3)SOUTH 79 DEGREES 38 20^'000•.' 7 THESE COVENANTS, OR RESTRICTIONS, IN WHOLE OR IN PART.
MINUTES 08 SECONDS WEST 156.71 FEET;THENCE 4)NORTH 80 DEGREES -,.-:;. •.• STATE OF +4'` INVALIDATION OF AN ONE OF THE FOREGOING COVENANTS OR
47 MINUTES SO SECONDS WEST 93.70 FEET;THENCE 5)THENCE SOUTH 75 BRADY KUHN DATE I1' SUFN"-,' AFFECTIANY OBY F THE GEMERTCOR OR COURT
ORRESTRICTIONS,ORDER, LL IN
WHICH
DEGREES 19 MINUTES 56 SECONDS WEST 89.00 FEET TO THE SOUTHEAST REGISTERED LAND SURVEYOR NO.2D50000/ 4
CORNER OF THE SANCTUARY AT 116TH STREET,SECTION TWO'A.PER /////IIIIIIIIIW'\ SHALL REMAIN IN FULL FORCE AND EFFECT.
THE PLAT THEREOF,RECORDED AS INSTRUMENT NUMBER 2009018950.ON
A FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY,INDIANA; BOARD OF PUBLIC WORKS AND SAFETY CERTIFICATE THE RIGHT TO ENFORCE THESE PROVISIONS BY INJUNCTION,TOGETHER
THENCE NORTH 14 DEGREES 40 MINUTES 04 SECONDS WEST ON AND WITH THE RIGHT TO CAUSE THE REMOVAL BY DUE PROCESS OF LAW,OF 4
ALONG THE EAST UNE THEREOF 157.50 FEET TO A POINT ON THE EAST THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF PUBLIC WORKS AND ANY STRUCTURE OR PART THEREOF ERECTED OR MAINTAINED IN
UNE OF WEST ROAD PER THE PLAT OF THE SANCTUARY AT 116TH SAFETY OF THE CITY OF CARMEL INDIANA,AT A MEETING HELD: VIOLATION HEREOF, IS HEREBY DEDICATED TO THE PUBUC, AND
STREET, SECTION TWO'B',THE PLAT OF WHICH IS RECORDED AS 20_ RESERVED TO THE SEVERAL OWNERS OF THE SEVERAL LOTS IN THIS
INSTRUMENT NUMBER ON FILE IN THE OFFICE OF SUBDIVISION AND TO THEIR HEIRS AND ASSIGNS.
THE RECORDER OF HAMILTON COUNTY,INDIANA;THENCE ON AND ALONG fx
THE EASTERLY LINE OF SAID WEST ROAD BY THE FOLLOWING SEVEN(7) TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN
COURSES: 1)NORTH 75 DEGREES 19 MINUTES 56 SECONDS EAST 103.51 MASTER DECLARATION OF COVENANTS AND RESTRICTIONS OF THE I
FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE TO THE LEFT, JAMES BRAINARD,MAYOR MARY ANN BURKE,MEMBER . SANCTUARY AT 116TH STREET,RECORDED AS INSTRUMENT NUMBER
SAID CURVE HAVING A RADIUS OF 332.50 FEET
BEING SUBTENDED BY
16948,IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY,
EASTA G CHORD 51!9 EET�THEN EING NORTH))NORTHEAS ERLYD ON MINUTES
AND ALONG SECONDS
AD FORTHATHREIN RUN WITH THEUCH DECLARATION LAND COVENANTS
E RI4ND ED HEERERONTIONS SET
AND ARE
CURVE TO THE LEFT,THROUGH A CENTRAL ANGLE OF 101 DEGREES 25 INCORPORATED HEREIN BY REFERENCE. EACH OWNER OF A LOT
MINUTES 20 SECONDS,AN ARC DISTANCE OF 588.58 FEET TO THE POINT LORI WATSON,MEMBER CHRISTINE S.PAULEY, DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO
OF TANGENCY THEREOF;THENCE 3)NORTH 26 DEGREES 05 MINUTES 24 CLERK TREASURER. THE TERMS AND CONDITIONS OF SUCH DECLARATION.
SECONDS WEST 101.45 FEET TO THE POINT OF CURVATURE OF A
TANGENT
FEET AND CBEINGURVE T UBTENDEDO THE TBY A LONG CHORDAID CURVE GBERING NORTA RADIUS OF HZ 13
WITNESS OUR HANDS AND SEALS THIS_DAY OF
20-
DEGREES 04 MINUTES 24 SECONDS WEST 178.81 FEET;THENCE 4)ON
AND ALONG SAID CURVE TO THE RIGHT,THROUGH A CENTRAL ANGLE OF I
26 DEGREES 02 MINUTES 01 SECONDS,AN ARC DISTANCE OF 178.34 FEET
TO THE POINT OF TANGENCY THEREOF;THENCE
03 DEGREES MINUTES
8 MINUTES N 46 SECONDS EAST2.19 FEET;ET; THENCE NORTHCE 6) ))NORTH
PAUL SHOOPMAN SHELLEY SHOOPMAN ,{r
00 DEGREES 03 MINUTES 23 SECONDS WEST 131.38 FEET TO THE POINT
OF BEGINNING,CONTAINING 7.01 ACRES.MORE OR LESS.
STATE OF INDIANA )
COMMISSION'S CERTIFICATE I SS:
COUNTY OF HAMILTON)
UNDER AUTHORITY PROVIDED BY INDIANA CODE 36-7-4-710 AND
ORDINANCES ADOPTED BY THE COMMON COUNCIL OF THE CITY OF BEFORE ME THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR THE
CARMEL INDIANA,THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF COUNTY AND STATE,PERSONALLY APPEARED PAUL SHOOPMAN AND
CARMEL AS FOLLOWS: SHELLEY SHOOPMAN, FOR EACH SEPARATELY AND SEVERALLYI GRANTED ADMINISTRATIVE I
F
NG
INS
, COMMUNITY SERVICES PURSUANT TOAL BY ARTICLE XIE DEPARTMENT OF OFTHE CARMEL PLN ISORACKNOWLEDGED THE EXECUTION OF THE FOR
SE HER N
of HISEXPRESSED.HER VOLUNTARY ACT AND DEED,FOR THE PURPOSES THEREIN
N �f COMMISSION'S RULES OF PROCEDURE ON
20_ • WITNESS MY HAND AN NOTARIAL SEAL THIS _ DAY OF
BY:
MIKE HOWBAUGH,DIRECTOR
DEPARTMENT OF COMMUNITY SERVICES PRINTED NAME:
3 CARMEL INDIANA 4
MY COMMISSION EXPIRES:
I AM A RESIDENT OF COUNTY. 4
gay
E a SHEET 4 OF 4
-
6 I STORM WATER OVERFLOW PATHS ARE SHOWN ON THE CONSTRUCTION This insouciant prepared f.. Thi,m.Uummt prepared by:Brady Kuhn
PLANS FOR WATERFRONT OF WEST CLAY,SECTION TWO•C,ON FILE WITH 10100 0.cen.s4 n.4,.4
THE CITY OF CARMEL,INDIANA, PLANNING.DEPARTMENT OF WATERFRONT HOMES ■WEIHE 10515 14..Ib,..61...4.186
12080 ABNEY RUN DRIVE .004.601
ENGINEERS
pyqq @@ ZIONSVILLE INDIANA 46077 3111846-6611
S P k' PRIMARY PIAT DOCKET NUMBER;1803 PP AMEND(03050038) LAND OWNER:PAUL E.AND SHELLY L.SHOOPMAN LUNTACT.' PAUL SHOOPMAN Land 000 1452-6406
9``SS dd..cc11 Surveying ICM Engineering 3111 801-6546/.,
SECONDARY PIAT DOCKET NUMBER:17030018 SP SOURCE OF TITLE:INSTRUMENT NUMBER 2012022721 (PAUTAI3BOOPYANBOIOLS.LI7YJ Landscape Architecture
PIL 317 784-2406
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WATERFRONT OF WEST CLAY- SEC 2C
Section: 2C
Lots: 25
Street Unit
Lot House Dir Street Name Code Code Unit# City State Zip Subdivision Notes
48 11883 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
49 11901 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
50 11913 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
51 11925 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
52 11937 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
53 4359 PRAIRIE FALCON DR Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
54 11965 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
55 11983 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
56 12001 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
57 4381 EAGLERIDGE LN Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
58 4369 EAGLERIDGE LN Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
59 4357 EAGLERIDGE LN Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
60 4358 EAGLERIDGE LN Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
61 4370 EAGLERIDGE LN Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
62 4382 EAGLERIDGE LN Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
73 4402 EAGLERIDGE LN Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
74 12036 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
75 12018 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY- S
76 12000 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY- S
77 11982 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY- S
78 11964 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
79 11944 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
80 11924 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
81 11904 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
82 11884 WEST RD Zionsville IN 46077 WATERFRONT OF WEST CLAY-S
Friday,December 15, 2017 Page 1 of 1
Conn, Angelina V
From: Jordan, Alex
Sent: Wednesday, December 20, 2017 8:46 AM
To: 'Rusty Skoog'
Cc: Conn, Angelina V;Thomas,John G
Subject: RE:Waterfront 2C = 17030018 SP
Rusty,
I apologize for the delay in getting back with you. We will need the most up to date plans, drainage report, and O&M
manual submitted to our office for a final review by our department.You can also submit an erosion control engineers
estimate and a right-of-way improvement engineers estimate for our review. We will review these as well and, upon
approval,you can work on obtaining the bonds. Please let me know if you have any questions.
Sincerely,
Alex Jordan
Plan Review Coordinator
City of Carmel Engineering Department
(317) 571-2305
ajordan@carmel.in.gov
From: Rusty Skoog [mailto:skoogr@weihe.net]
Sent: Wednesday, December 20, 2017 7:30 AM
To: Jordan, Alex
Cc: Conn, Angelina V
Subject: RE: Waterfront 2C = 17030018 SP
Alex
Can you get me an update on where we are with approvals?
Thanks
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
317 1 846-6611
317 1 710-1416 cell
Connect With Weihe
L : On
From: Rusty Skoog
Sent:Thursday, December 14, 2017 7:59 AM
To:Jordan,Alex<aiordan@carmel.in.Rov>
Subject:Waterfront 2C= 17030018 SP
Alex
1
YvV I;,UVubtgP 1 Z C ivvv vVI S 12'-
Conn, Angelina V
From: Conn, Angelina V
Sent: Friday, December 15, 2017 11:57 AM
To: 'Rusty Skoog'
Cc: 'paul@shoopmanhomes.com'; 'Duane Sharrer'
Subject: RE: Review comments, The Waterfront of West Clay, Section 2C (#17030018 SP)
Good afternoon, Rusty— Below is a list of the remaining Planning/Zoning review comments that still need to be
addressed, or need further clarification by you. (They apply more to the secondary plat and not to the construction
plans.) Please address these in writing when you are able.Thank you, and have a nice weekend.
omment 11. ' Sheet 2—please add in the instrument no. for Section 2B. This comment remains active;you will need to
add that on to your plat sheet whenever that plat gets recorded.
(Comment 19.- Sheet 4—please fill in the instrument no. blank, in the Land Description. This comment will remain
active until the 28 plat is recorded.
(Comment 23: Please submit a revised Secondary Plat after making above-mentioned changes. Once these changes
have been made and comments addressed, please produce a Mylar copy(with the surveyor's and land owner's
signatures)for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to
recording, and two paper copies and an electronic copy of the scanned, recorded plat must be submitted following
recording of the document. Our approval of the secondary plat (signature)will be forthcoming upon revision of the
plans according to the items listed above. This comment remains active;please submit the plat for signatures whenever
you are ready.
Comment 24. Lastly, please submit a .pdf or.jpg file of the scanned, recorded plat. This comment remains active, and
we understand that this will be one of the last items to be finalized.
Angie Conn,AICP
Carmel Planning&Zoning Dept.
1 Civic Sq.3rd FIr.,Carmel, IN 46032
P:317-571-2417 W:carmeldocs.com
From: Conn, Angelina V
Sent: Friday, August 04, 2017 12:21 PM
To: 'Rusty Skoog'
Cc: 'paul@shoopmanhomes.com'; Duane Sharrer
Subject: RE: Review comments, The Waterfront of West Clay, Section 2C (#17030018 SP)
Good afternoon, Rusty—
Thank you for submitting the revised plans and responding to my review comments. Below is a list of the remaining
Planning/Zoning review comments that still need to be addressed, or need further clarification. Please address these in
writing when you are able.Thank you, and have a nice weekend.
Comment 11. Sheet 2—please add in the instrument no.for Section 2B. This comment remains active;you will need to
add that on to your plat sheet whenever that plat gets recorded. This will remain active until 28 is recorded. Noted.
Comment 14. Please view and respond to the attached memo regarding the 116th Street multi-use path requirement.
This comment remains active; I will try to get an update from the Planning Director and the Legal Dept.for you, as to the
status of this topic. We need to get this item finalized. Please work on getting the update. I was able to get an update
from the Planning Director: The 116th Street Path compliance issue is one of several items the Legal Dept. is handling,
LI: WEIHE 67"
ENGINEERS
Land Surveying Civil Engineering
Landscape Architecture
Build with confidence:"
December 14, 2017
Mr. David Littlejohn
City of Carmel
Department of Community Services
1 Civic Square
Carmel, IN 46032
317-571-2417
RE: Sanctuary at 116th Street—Section 2C
Dear Mr. Littlejohn:
This letter is in response to your comment email dated April 18, 2017 for the above referenced
project. We have prepared the following responses to the plan review comments listed below.
Alternative Transportation Review and Comments:
1. Comment: The Bicycle and Pedestrian Plan requires the construction of a 10' asphalt
path along the project's entire 121St St frontage. Please revise the plans to
include and label this facility.
Response: This path is on the Plans for The Sanctuary @ 116th Street—Section
2B by CESO. I have shaded and labeled this path on our C300 sheet.
2. Comment: The Bicycle and Pedestrian Plan and the original approval of this
subdivision requires the construction of a 10'asphalt path along the
subdivision's frontages of 11651 St and 121'St. Please ensure that these
facilities will be constructed in compliance with Bicycle and Pedestrian
Plan and the originally approved subdivision plan.
Response: An agreement has been made with the City and the Developer. See
the attached email.
3. Comment: Please ensure that ADA accessible route with compliant ramps and
crosswalks will be provided across the island at in Prairie Falcon Dr.
Response: We have added the ramps in the island on our C300 sheet.
10505 North College Avenue I Indianapolis, IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.,-Founder
LIE WEIHE
ENGINEERS City of Carmel
December 14,2017
Page 2 of 2
4. Comment: Please provide an ADA accessible route with compliant ramps and
crosswalks will across the island in Eagleridge Lane between lots 92 and
97.
Response: This crossing is on the Plans for The Sanctuary @ 110 Street—
Section 2B by CESO. See attached Sheet
Should you have any further questions or requests for additional information pertaining to this
project review, please contact me at 317-846-6611.
Sincerely,
Alvin E. (Rusty) Skoog Jr.,P.E.,P.S.
Project Manager, Residential Development
Conn, Angelina V
From: Rusty Skoog <skoogr@weihe.net>
Sent: Friday, December 15, 2017 2:49 PM
To: Littlejohn, David W
Cc: Paul Shoopman - Paul Shoopman Home Building Group, Inc.
(paul@shoopmanhomes.com); Conn, Angelina V
Subject: Waterfront 2C
Attachments: CESO 121st Plan.pdf; CESO Intersection Details.pdf;Alt Trans Response Letter.pdf; C300
Development Plan-C300.pdf; RE:Waterfront (Sanctuary)
David
Please find the attached response letter to your comments on 04/18/2017. I have also included our C300 sheet and
Sheet 15 from the CESO plans for Sanctuary @ 116th Street Section 2B showing the proposed path along 121st and sheet
14 showing the intersection details which define the road/island crossing.
I have also included an email from the developer in regards to agreeing to the path along 116th Street.
Please let me know if you need anything else.
We are trying to get all of the approvals to Angie to be able to set up a pre-con.
Thanks
WEIHE
ENGINEERS
*4444 lits PA Atl�Yw!`r.n r.•
Alvin E. (Rusty) Skoog Jr.,P.E.,P.S.
Project Manager,Residential Development
Weihe Engineers,Inc.
10505 N. College Avenue
Indianapolis,Indiana 46280
3171846-6611
800 452-6408
3171843 -0546 fax
3171710-1416 cell
Connect With Weihe
1:11 In or Ei
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Conn, Angelina V
From: Paul Shoopman <paul@shoopmanhomes.com>
Sent: Wednesday, December 13, 2017 5:58 PM
To: Kashman, Jeremy M; Barnes, David R
Cc: Hollibaugh, Mike P;Jordan, Alex; Thomas,John G; skoogr@weihe.net; Conn, Angelina V;
'Duane Sharrer'
Subject: RE:Waterfront (Sanctuary)
To Whom It May Concern,
We have come to an agreement with Mike and Angie at the City of Carmel to install the 10'trail along 116th Street in the
Spring of 2018 on the property I own known as Sanctuary at 116th Street/Waterfront of West Clay. If you have any
questions, let me know.
Thanks,
Pc kl.Shoop main/
Paul Shoopman Home Building Group
Zionsville, IN 46077
paul@shoopmanhomes.com
(317) 733-9841 fax
(317) 714-2406 cell
Mailing Address:
11731 Cold Creek Court
Zionsville, IN 46077
Ip
CONFIDENTIALITY NOTICE: This transmission and any attachments contain legally privileged or confidential information and are
intended only for the recipient(s) named above. If you are not a named recipient, or if this transmission has been addressed to you
in error, you are not authorized to read, copy or distribute this transmission and any attachments, and we request that you please
delete this transmission and attachments (including all copies thereof) and notify us by return email or by phone at (317) 733-
9810. Delivery of this transmission and any attachments to any person other than the intended recipient(s) is not intended in any
way to waive confidentiality or privilege. All personal transmissions express views only of the sender and should not be attributed
to Paul Shoopman Home Building Group, Inc., Paul Shoopman Custom Homes, Inc. or Indiana Land Development Corporation. No
transmissions may be copied or distributed without this statement.Thank you.
From: Conn,Angelina V [mailto:Aconn@carmel.in.gov]
Sent: Monday, December 11, 2017 12:09 PM
To: Paul Shoopman<paul@shoopmanhomes.com>
Cc: Hollibaugh, Mike P<MHollibaugh@carmel.in.gov>;Jordan, Alex<ajordan@carmel.in.gov>; Thomas,John G
<jthomas@carmel.in.gov>; Kashman,Jeremy M <jkashman@carmel.in.gov>; skoogr@weihe.net
Subject: RE:Waterfront (Sanctuary)
Hi, Paul:
Thanks for meeting with Mike and me last week. Does the Carmel Engineering Dept. know that you have committed to
installing the 116th Street path along your frontage, this coming spring? Please also let them know about this.
1
Conn, Angelina V
From: Rusty Skoog <skoogr@weihe.net>
Sent: Monday, October 23, 2017 2:31 PM
To: Conn,Angelina V
Subject: RE: Sanctuary(Waterfront Section 2C) Status
Sorry-The link is here: https://www.dropbox.com/sh/75gmywtv10owoki/AAB68URN-IoSuiliN-9CfEfda?d1=0
Thanks
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
317 1 846-6611
317 1 710-1416 cell
From: Conn,Angelina V [mailto:Aconn@carmel.in.gov]
Sent: Monday, October 23, 2017 12:59 PM
To: Rusty Skoog<skoogr@weihe.net>
Subject: RE: Sanctuary(Waterfront Section 2C)Status
Rusty—this web link takes me to the plans for waterfront sections 1 & 2. I need the link that takes me to the plans for
Sanctuary/Waterfront 2C.
Angie Conn,AICP 1 Planning Administrator
City of Carmel - Planning/Zoning Dept.
From: Rusty Skoog [mailto:skoogr@weihe.net]
Sent: Sunday, October 22, 2017 7:10 PM
To: Conn, Angelina V
Subject: RE: Sanctuary ( Waterfront Section 2C ) Status
We will be platting after construction. There have not been any major changes to these plans. They can be found here:
https://www.d ropbox.com/sh/3s5goyaw8o503u7/AAD71f1pGonBfOfNTyRnG24Qa?d 1=0
Thanks
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
317 1 846-6611
317 1 710-1416 cell
Connect With Weihe
L : ® 1 tit 131
From:Conn, Angelina V [mailto:Aconn@carmel.in.gov]
Sent:Thursday, October 19, 2017 11:16 AM
To: Rusty Skoog<skoogr@weihe.net>
Subject: RE: Sanctuary( Waterfront Section 2C)Status
Hi, Rusty—
The last email I received from you (on Aug. 7, 2017) stated that you will be platting the subdivision after construction is
complete. Is that still the case? Regardless, the Planning Director is not allowing for any earthwork to be done in Section
2C until the issue of the 116th Street Path is resolved. He told me that they are close to coming to a $ agreement with
Paul Shoopman. So,for now, that section of Sanctuary/Waterfront needs to remain idle.
Angie Conn, AICP I Planning Administrator
City of Carmel Planning &Zoning Dept.
1 Civic Square, 3rd Flr., Carmel, IN 46032
0: 317-571-2417 I W: www.carmeldocs.com
From: Rusty Skoog [mailto:skoogr@weihe.net]
Sent: Thursday, October 19, 2017 10:36 AM
To: Conn, Angelina V
Subject: RE: Sanctuary (waterfront 1&2) Status
Angie
What is the status of Waterfront Section 2C?
We would like to get construction started. Is there anything that you need from us?
Thanks
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
317 1 846-6611
317 1 710-1416 cell
Connect With Weihe
!immoral
From: Conn,Angelina V [mailto:Aconn@carmel.in.gov]
Sent:Wednesday, September 20, 2017 12:47 PM
To: Rusty Skoog<skoogr@weihe.net>
Cc: 'Paul Shoopman- Paul Shoopman Home Building Group, Inc. (paul@shoopmanhomes.com)'
<paul@shoopmanhomes.com>; 'Ochs,Timothy' <Timothy.Ochs@icemiller.com>; Mishler, Nicholas F
<nmishler@carmel.in.gov>; Lux, Pamela K<plux@carmel.in.gov>;Jordan, Alex<ajordan@carmel.in.gov>; Thomas,John
G <jthomas@carmel.in.gov>; Barnes, David R<dbarnes@carmel.in.gov>; Hollibaugh, Mike P
<MHollibaugh@carmel.in.gov>
Subject: RE: Sanctuary(waterfront 1&2) Status
Good afternoon, Rusty—I have some good news for you.
I spoke with the Planning Director about this Replat petition for portions of Sections 1 & 2 of Sanctuary at 116th Street
(to be called Waterfront of West Clay) and the associated four Model Homes. We can now let the replat for all of the
lots associated with Docket No. 17040004 SP-Replat move forward.
And, as far as the model homes go,Shoopman can proceed with constructing them, and we will just have the Building
Permits Dept. place a hold on the four final C/O's(no final inspections). (Nick, please add these Holds.)
The review comment about the 116th Street path compliance remains active, but we are aware that Paul Shoopman is in
conversations with Mike Hollibaugh, as well as the Legal Dept., about the letter that was issued by Ashley Ulbricht on 08-
2
Conn, Angelina V
From: Conn,Angelina V
Sent: Thursday, October 19, 2017 11:16 AM
To: 'Rusty Skoog'
Subject: RE: Sanctuary (Waterfront Section 2C) Status
Hi, Rusty—
The last email I received from you (on Aug. 7, 2017) stated that you will be platting the subdivision after construction is
complete. Is that still the case? Regardless,the Planning Director is not allowing for any earthwork to be done in Section
2C until the issue of the 116th Street Path is resolved. He told me that they are close to coming to a $ agreement with
Paul Shoopman. So, for now, that section of Sanctuary/Waterfront needs to remain idle.
Angie Conn, AICP I Planning Administrator
City of Carmel Planning &Zoning Dept.
1 Civic Square, 3rd Flr., Carmel, IN 46032
0: 317-571-2417 I W: www.carmeldocs.com
From: Rusty Skoog [mailto:skoogr@weihe.net]
Sent: Thursday, October 19, 2017 10:36 AM
To: Conn, Angelina V
Subject: RE: Sanctuary (waterfront 1&2) Status
Angie
What is the status of Waterfront Section 2C?
We would like to get construction started. Is there anything that you need from us?
Thanks
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
317 1 846-6611
317 1710-1416 cell
Connect With Weihe
WI an 11
From: Conn,Angelina V [mailto:Aconn@carmel.in.gov]
Sent:Wednesday,September 20, 2017 12:47 PM
To: Rusty Skoog<skoogr@weihe.net>
Cc: 'Paul Shoopman-Paul Shoopman Home Building Group, Inc. (paul@shoopmanhomes.com)'
<paul@shoopmanhomes.com>; 'Ochs,Timothy'<Timothy.Ochs@icemiller.com>; Mishler, Nicholas F
<nmishler@carmel.in.gov>; Lux, Pamela K<plux@carmel.in.gov>;Jordan, Alex<aiordan(c@carmel.in.gov>;Thomas,John
G <jthomas@carmel.in.gov>; Barnes, David R<dbarnesC«@carmel.in.gov>; Hollibaugh, Mike P
<MHollibaugh@carmel.in.gov>
Subject: RE:Sanctuary(waterfront 1&2)Status
Good afternoon, Rusty—I have some good news for you.
1
Conn, Angelina V
From: Rusty Skoog <skoogr@weihe.net>
Sent: Monday, August 14, 2017 12:13 PM
To: Greg Ilko; Bob Bleich
Cc: Conn, Angelina V; Paul Shoopman - Paul Shoopman Home Building Group,Inc.
(paul@shoopmanhomes.com)
Subject: Waterfront 2C -TAC Response Revisions
Greg/Bob
I have completed the revisions per your latest comment letter and have those delivered to your office. I have included a
Dropbox link to these changes. We are hoping to get approvals as quickly as possible. It would be appreciated if we
could get an approval as soon as possible.
https://www.dropbox.com/sh/75gmywtvi0owoki/AAB68URN-IoSuiliN-9CfEfda?dI=0
Thanks
WEIHE
ENGINEERS
v
Alti0.04 w1,4
Alvin E.(Rusty)Skoog Jr.,P.E.,P.S.
Project Manager,Residential Development
Weihe Engineers,Inc.
10505 N. College Avenue
Indianapolis,Indiana 46280
317 1 846-6611
800 1 452-6408
317 1 843 -0546 fa.i
317 1 710-1416 cell
Connect With Weihe
till ®Ei tir
Email secured by Check Point
i
Conn, Angelina V
-eA�� ire r Nees 'n Q 8`r7-I1
From: Rusty Skoog <skoogr@weihe.net>
Sent: Monday, August 07, 2017 2:32 PM
To: Conn, Angelina V
Cc: 'paul@shoopmanhomes.com'; Duane Sharrer
Subject: RE: Review comments, The Waterfront of West Clay, Section 2C (#17030018 SP)
Attachments: Subdivider Agreement Form - Waterfront 2C.pdf
Angie
Comment 20. I have attached the Subdivision Agreement form for this section.
Comment 23. We will be platting the subdivision after construction is complete. At that time we will submit Mylar
copies for signatures.
Thanks
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
3171846 -6611
317 1 710-1416 cell
Connect With Weihe
Ill: In tr
From: Conn,Angelina V [mailto:Aconn@carmel.in.gov]
Sent: Friday,August 04, 2017 12:21 PM
To: Rusty Skoog<skoogr@weihe.net>
Cc: 'paul@shoopmanhomes.com' <paul@shoopmanhomes.com>; Duane Sharrer<sharrerd@weihe.net>
Subject: RE: Review comments,The Waterfront of West Clay, Section 2C(#17030018 SP)
Good afternoon, Rusty—
Thank you for submitting the revised plans and responding to my review comments. Below is a list of the remaining
Planning/Zoning review comments that still need to be addressed, or need further clarification. Please address these in
writing when you are able.Thank you, and have a nice weekend.
Comment 11. Sheet 2—please add in the instrument no. for Section 2B. This comment remains active;you will need to
add that on to your plat sheet whenever that plat gets recorded. This will remain active until 28 is recorded. Noted.
Comment 14. Please view and respond to the attached memo regarding the 116th Street multi-use path requirement.
This comment remains active; I will try to get an update from the Planning Director and the Legal Dept.for you, as to the
status of this topic. We need to get this item finalized. Please work on getting the update. I was able to get an update
from the Planning Director: The 116th Street Path compliance issue is one of several items the Legal Dept. is handling,
but it is still a high priority.They understand the urgency associated with this issue and should be able ramp things up
next week, now that a court hearing that took priority this week is behind them. Your construction timeline might be
pushed back if you cannot come to an agreement with the City and/or CESO (Jonathan Bills) as to how much you will be
required by you to pay for what it would cost to construct your portion of the 116th Street path. (This is what I interpret
to be the case, not their words.) However,the worst case scenario will be that you cannot get the plat signed or
recorded, and that you cannot pull any building permits until said path issue is resolved. (It sounds like you could
1
giawo..i Yulrt J ,/z Co,MwA-#+ S
Conn, Angelina V
From: Conn,Angelina V
Sent: Friday,August 04, 2017 12:21 PM
To: 'Rusty Skoog'
Cc: 'paul@shoopmanhomes.com'; Duane Sharrer
Subject: RE: Review comments, The Waterfront of West Clay, Section 2C (#17030018 SP)
Good afternoon, Rusty—
Thank you for submitting the revised plans and responding to my review comments. Below is a list of the remaining
Planning/Zoning review comments that still need to be addressed, or need further clarification. Please address these in
writing when you are able.Thank you, and have a nice weekend.
Comment 11.' Sheet 2—please add in the instrument no.for Section 2B. This comment remains active;you will need to
add that on to your plat sheet whenever that plat gets recorded. This will remain active until2B is recorded. Noted.
Eornmeni4_` Please view and respond to the attached memo regarding the 116th Street multi-use path requirement.
This comment remains active; I will try to get an update from the Planning Director and the Legal Dept.for you, as to the
status of this topic. We need to get this item finalized. Please work on getting the update. I was able to get an update
Nfrom the Planning Director: The 116th Street Path compliance issue is one of several items the Legal Dept. is handling,
but it is still a high priority.They understand the urgency associated with this issue and should be able ramp things up
`z t next week, now that a court hearing that took priority this week is behind them. Your construction timeline might be
rt
a pushed back if you cannot come to an agreement with the City and/or CESO (Jonathan Bills) as to how much you will be
required by you to pay for what it would cost to construct your portion of the 116th Street path. (This is what 1 interpret
to be the case, not their words.) However, the worst case scenario will be that you cannot get the plat signed or
recorded, and that you cannot pull any building permits until said path issue is resolved. (It sounds like you could
possibly try to get the plat finalized after you do earthwork and install infrastructure, so that helps time-wise. Is this the
sequence you are aiming for?)
Comment 19. Sheet 4—please fill in the instrument no. blank, in the Land Description. This comment remains
active. This will remain active until 2B is recorded. Noted.
f _Comment-20. Please provide a copy of the filled out subdivider agreement form; see section 9.06 of the Subdivision
Control Ordinance, online at: http://www.carmel.in.gov/index.aspx?page=41&parent=256. This comment remains
active; the form was not included with your re-submittal. To be submitted in a following email. Please send the filled
out form to me.
(Comment 23. Please submit a revised Secondary Plat after making above-mentioned changes. Once these changes
have been made and comments addressed, please produce a Mylar copy(with the surveyor's and land owner's
signatures)for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to
recording, and two paper copies and an electronic copy of the scanned, recorded plat must be submitted following
recording of the document. Our approval of the secondary plat (signature)will be forthcoming upon revision of the
plans according to the items listed above. This comment remains active. Same comment, no change. F- ‘',\1 j ( ( -V
Comment 24._ Lastly, please submit a .pdf or.jpg file of the scanned, recorded plat. This comment remains active, and
we understand that this will be one of the last items to be finalized. This will remain active until we record the Plat. We
will submit a copy of this once it is recorded. Noted.
Angie Conn, AICP I Planning Administrator
City of Carmel Planning &Zoning Dept.
1 Civic Square, 3rd Flr., Carmel, IN 46032
0: 317-571-2417 I W: www.carmeldocs.com
1
P������r•er's estk- g- 3-�-�
Conn, Angelina V
From: Rusty Skoog <skoogr@weihe.net>
Sent: Thursday, August 03, 2017 12:25 PM
To: Conn, Angelina V
Cc: 'paul@shoopmanhomes.com'; Duane Sharrer
Subject: RE: Review comments, The Waterfront of West Clay, Section 2C (#17030018 SP)
Attachments: RE:Waterfront 2C
Angie
Please see our comments below in Green. The Digital files can be found at this Dropbox link:
https://www.dropbox.com/sh/75gmywtvi0owoki/AAB68URN-IoSuiliN-9CfEfda?d1=0
Thanks
Alvin E. (Rusty)Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
3171846-6611
317 1 710-1416 cell
Connect With Weihe
� iL Iv
From: Conn,Angelina V [mailto:Aconn@carmel.in.gov]
Sent:Tuesday,August 01,2017 10:27 AM
To: Rusty Skoog<skoogr@weihe.net>
Cc: Brady Kuhn <KuhnB@weihe.net>; 'paul@shoopmanhomes.com'<paul@shoopmanhomes.com>
Subject: RE: Review comments,The Waterfront of West Clay, Section 2C(#17030018 SP)
Good morning, Rusty—
As you know, I cannot release the plat for final approval until the issue of the 116th Street path compliance is resolved
between Paul &the Legal Dept., but we can keep on with reviewing the plat and plans.That said,thank you for
providing responses to our review comments and providing revised plans. Listed below are the remaining review
comments that need to be addressed or need further clarification by you. Please address these in writing as soon as you
are able.Thank you.
Comment 1. Please provide digital copies of any revised plat or plans. This comment remains active.Added to the
Drop Box
Comment 3. Please provide this Dept. with a copy of the Covenants& Restrictions for this neighborhood. This
comment remains active; the CCR's were not included with your re-submittal. Added to the Drop Box
Comment 9. Will on street parking be allowed on Eagleridge Lane? In your written response, did you mean Sheet
C403 instead of sheet C402?The correct sheet is 403. I had to revise this sheet to include the sign locations. This can
be found in the Drop Box
Comment 11. Sheet 2—please add in the instrument no.for Section 2B. This comment remains active;you will need to
add that on to your plat sheet whenever that plat gets recorded. This will remain active until 2B is recorded.
1
Comment 14. Please view and respond to the attached memo regarding the 116th Street multi-use path requirement.
This comment remains active; I will try to get an update from the Planning Director and the Legal Dept.for you, as to the
status of this topic. We need to get this item finalized. Please work on getting the update.
Comment 15. Please verify with the Carmel Street Dept. and with the Carmel Engineering Dept.that they are okay
with the proposed planted medians in the right of way and that they are okay with it being platted as Common Area.
This comment remains active;please provide us with the update when you receive it. Please find the attached copy of
the okay from the street department.
Comment 19. Sheet 4—please fill in the instrument no. blank, in the Land Description. This comment remains
active. This will remain active until 2B is recorded.
Comment 20. Please provide a copy of the filled out subdivider agreement form; see section 9.06 of the Subdivision
Control Ordinance, online at: http://www.carmel.in.gov/index.aspx?page=41&parent=256. This comment remains
active; the form was not included with your re-submittal. To be submitted in a following email.
Comment 21. Please work with Dave Barnes in the City Engineering Dept.to get on a BPW (Board of Public Works)
meeting agenda,which has a filing deadline. His number is 571-2441, and his email address is dbarnes@carmel.in.gov.
This comment remains active. We have requested to be heard at the Board of Public Works Meeting. You were
included in our request.
Comment 22. Staff has been advised that we cannot present a Secondary Plat to the Director for signature from this
point forward until Ms.Terry Krueskamp (tkrueskamp@carmel.in.gov) in Information Systems has received an e-mail
with an electronic file attached (MicroStation .dgn is preferred,or AutoCad .dwg of the subdivision) and it(the e-mail)
has been copied to myself(aconn@carmel.in.gov). This comment remains active.
Comment 23. Please submit a revised Secondary Plat after making above-mentioned changes. Once these changes
have been made and comments addressed, please produce a Mylar copy(with the surveyor's and land owner's
signatures) for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior to
recording, and two paper copies and an electronic copy of the scanned, recorded plat must be submitted following
recording of the document. Our approval of the secondary plat (signature)will be forthcoming upon revision of the
plans according to the items listed above. This comment remains active. This can be found in the Drop Box in the ACAD
File folder.An email was sent to Terry and CC'd to you. The files include the Plat ACAD and the Base ACAD file. Each
file has the project shown in its current coordinate system and in The state plane coordinate system.
Comment 24. Lastly, please submit a .pdf or.jpg file of the scanned, recorded plat. This comment remains active, and
we understand that this will be one of the last items to be finalized. This will remain active until we record the Plat. We
will submit a copy of this once it is recorded.
Comment 25. Sheet C300 shows the entire area of the Eagleridge Lane "eyebrow" as being right of way, but isn't the
island going to be Block B-Common Area?The same question applies to the 'eyebrow' around lots 49-52 (as labelled on
the plat)or lots 84-87 (as labelled on the construction plans). What is Block D?Please add in its acreage/square footage,
easement label, etc. A note has been added to the C300 sheet to define the Blocks.
Angie Conn, AICP I Planning Administrator
City of Carmel Planning &Zoning Dept.
1 Civic Square, 3rd Flr., Carmel, IN 46032
0: 317-571-2417 I W: www.carmeldocs.com
From: Conn, Angelina V
Sent: Wednesday, April 12, 2017 2:15 PM
To: 'skoogr@weihe.net'
Cc: 'Brady Kuhn'; 'paul@shoopmanhomes.com'; Lopez, Alexia K; Littlejohn, David W
Subject: Review comments,The Sanctuary at 116th Street, Section 2C (#17030018 SP)
Good afternoon,Rusty-
The Planning/Zoning Department's preliminary review comments are listed below for Secondary Plat Section 2C.
Additional comments might be voiced at or after the April 19 TAC meeting. Please address each item via letter or
2
Conn, Angelina V
From: Rusty Skoog <skoogr@weihe.net>
Sent: Thursday,August 03, 2017 12:25 PM
To: Krueskamp, Theresa A
Cc: Conn, Angelina V
Subject: Waterfront of West Clay - Section 2C
Terry
Please find the attached link to a DropBox for the above mention project.
https://www.dropbox.com/sh/75gmywtvi0owoki/AAB68URN-IoSuiliN-9CfEfda?d1=0
There is an electronic file for both the plat and the base file in the ACAD Files folder. These files show the project in it's
current coordinate system as well as a copy in State Plane Coordinate system. Please let me know if you have any
questions.
Thanks
WEIHE
ENGINEERS
. f _
Alvin E.(Rusty)Skoog Jr.,P.E.,P.S.
Project Manager,Residential Development
Weihe Engineers,Inc.
10505 N. College Avenue
Indianapolis,Indiana 46280
317 1846-6611
800 1 452-6408
317 1 843 -0546 fax
317 1710-1416 cell
Connect With Weihe
i
Email secured by Check Point
Conn, Angelina V
2 wvQti 6.�h P1 Z C��nvv�eirvt S g-1 -
From: Conn, Angelina V
Sent: Tuesday,August 01, 2017 10:27 AM
To: 'skoogr@weihe.net'
Cc: 'Brady Kuhn'; 'paul@shoopmanhomes.com'
Subject: RE: Review comments,The Waterfront of West Clay, Section 2C (#17030018 SP)
Good morning, Rusty— As you know, I cannot release the plat for final approval until the issue of the 116th Street path compliance is
resolved between Paul&the Legal Dept., but we can keep on with reviewing the plat and plans.That said,thank you for providing
responses to our review comments and providing revised plans. Listed below are the remaining review comments that need to be
addressed or need further clarification by you. Please address these in writing as soon as you are able.Thank you.
014- Comment i. Please provide digital copies of any revised plat or plans. This comment remains active.
ert- EenTrffe ifT. Please provide this Dept.with a copy of the Covenants& Restrictions for this neighborhood. This comment remains
active;the CCR's were not included with your re-submittal.
_Comment 9. Will on street parking be allowed on Eagleridge Lane?In your written response, did you mean Sheet C40.instead of
sheet C402?
(Comment 11. >Sheet 2—please add in the instrument no.for Section 2B. This comment remains active;you will need to add that on
to your plat sheet whenever that plat gets recorded.
omment 14. ' Please view and respond to the attached memo regarding the 116th Street multi-use path requirement. This
comment remains active;I will try to get an update from the Planning Director and the Legal Dept.for you, as to the status of this
topic.
0*- Please verify with the Carmel Street Dept. and with the Carmel Engineering Dept.that they are okay with the
`A proposed planted medians in the right of way and that they are okay with it being platted as Common Area. This comment remains
active;please provide us with the update when you receive it.
(Comment 19. Sheet 4—please fill in the instrument no. blank,in the Land Description. This comment remains active.
Comment Please provide a copy of the filled out subdivider agreement form;see section 9.06 of the Subdivision Control
Ordinance,online at:http://www.carmel.in.gov/index.aspx?page=41&parent=256. This comment remains active;the form was not
included with your re-submittal.
e--earn nBrr2t Please work with Dave Barnes in the City Engineering Dept.to get on a BPW(Board of Public Works) meeting
agenda,which has a filing deadline. His number is 571-2441,and his email address is dbarnes@carmel.in.gov. This comment remains
active.
_ n 22. Staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point forward
o� until Ms.Terry Krueskamp(tkrueskamp@carmel.in.gov)in Information Systems has received an e-mail with an electronic file
65 -0 attached(MicroStation .dgn is preferred,or AutoCad .dwg of the subdivision)and it(the e-mail)has been copied to myself
3 (aconn@carmel.in.gov). This comment remains active.
(Comment 23 Please submit a revised Secondary Plat after making above-mentioned changes. Once these changes have been
made and comments addressed, please produce a Mylar copy(with the surveyor's and land owner's signatures)for signature by this
Department. Two paper copies of the plat must be filed with the Mylar prior to recording,and two paper copies and an electronic
copy of the scanned, recorded plat must be submitted following recording of the document. Our approval of the secondary plat
(signature)will be forthcoming upon revision of the plans according to the items listed above. This comment remains active.
dom_ment 24...E Lastly, please submit a.pdf or.jpg file of the scanned, recorded plat. This comment remains active, and we
understand that this will be one of the last items to be finalized.
C9�—COTnment 13-' Sheet C300 shows the entire area of the Eagleridge Lane"eyebrow"as being right of way, but isn't the island going
to be Block B-Common Area?The same question applies to the'eyebrow'around lots 49-52(as labelled on the plat)or lots 84-87
(as labelled on the construction plans). What is Block D?Please add in its acreage/square footage,easement label,etc.
Angie Conn, AICP I Planning Administrator
City of Carmel Planning &Zoning Dept.
1
L1: WEIHE
RECEIVED
ENGINEERSJUL 2 8 au
Land Surveyng Engine e .ng
Landscape Architecture DOCS
Build with confidence:"
TRANSMITTAL
To: Carmel Engineering Department Project: Waterfront of West Clay—Section 2C
One Civic Square—1st Floor Job#: W160409
Carmel, IN 46032 Phone: 317-571-2426
Attn: Alex Jordan/John Thomas Fax:
Date: July 27, 2017 Re: TAC Revisions Submittal
We are sending you ® Attached ❑ Under separate cover via Delivery the following items:
❑ Shop Drawings ® Prints ❑ Copy of Letter
❑ Product Data ❑ Specifications ❑ Meeting Minutes
❑ Samples ❑ Change Order(s) ❑ Inspection Report
❑ ❑ Sketches/Drawings ®Application(s)for Payment
® Sets Document Document Description
❑ Copies Date Number
1 7/27/2017 Revised Construction Plans
1 7/27/2017 Revised Secondary Plat
1 7/27/2017 Revised Drainage Report
1 7/27/2017 Comment Letter Response to Crossroads
These are transmitted as indicated below:
❑Approved ❑ For Your Review or Use
❑Approved as Noted ® For Your Review&Comment
❑Not Approved, Revise and Resubmit ❑As Requested
❑Action Not Required ❑ For Your Records
❑Action Indicated on Item Transmitted ❑ For Your Approval
❑ For Signature. Return Copies to Us ❑
Remarks: Please find the attached revisions per TAC Comments. Thank you.
By: Alvin E. (Rusty) Skoog, Jr. PE, PS cc:
10505 North College Avenue I Indianapolis, IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.,-Founder
LUEIRE
W Ecom •
ENGINEERS •
_ancd Sur:ey!ng i Civil Engineering
Landscape Architecture
DOCS
Build with confidence"
July 27, 2017
Greg Ilko
Crossroads Engineers, P.C.
3417 Sherman Dr.
Beech Grove, IN 46107
317-780-1555
RE: Waterfront of West Clay (Sanctuary at 116th Street)— Section 2C
Docket No. 17030018 SP
Dear Mr. Ilko:
This letter is in response to your comment email dated April 10, 2017 for the above referenced
project. We have prepared the following responses to the plan review comments listed below.
Drainage Comments:
1. Comment: Per Section 102.02 of the manual, all future submittals shall have the
revision date indicated on all sheets.
Response: Understood
2. Comment: Per Section 102.02.iii of the manual, the construction plans shall include
an overall project stormwater management plan that includes the location,
dimensions, and supporting analyses of all detention/retention facilities,
primary conveyance facilities, and outlet conditions for all phases of a
multi phase development.
Response: Storm sewer supporting analyses has been added to C300. Detention
facilities have not changed with this section, therefore, no analyses
information has been added regarding detention.
3. Comment: Per Section 102.02.v of the manual, the construction plans shall include
an existing project site layout. Please revise accordingly.
Response: The existing conditions are now on the C100 sheet.
4. Comment. Per Section 102.02.v.a of the manual, the existing project site layout shall
include all elevations in North American Vertical Datum of 1988(NAVD),
the horizontal datum shall be based on Indiana State Plane Coordinates,
NAD83, and the existing project site layout will contain a notation
indicating these datum. Please review and revise.
10505 N.College Ave I Indianapolis,IN 46280 www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.-Founder
L1: WEIHE Crossroads Engineers,P.C.
ENGINEERS July 27,2017
Page 2 of 10
Response: This subdivision was designed originally on its own coordinate system.
Changes at this time would affect our site control and could cause
staking errors. We would like to continue on the current system. All
as-builts and digital submittals will be up-dated to the State Plane
Coordinates.
5. Comment: Per Section 102.02.v.b of the manual, the existing project site layout shall
include the normal water level ponds on or adjacent to the project site.
Please confirm that the normal pool listed in the plans is as-built and not
design.
Response: The as-built pond level was added to the plans.
6. Comment: Per Section 102.02.v.f of the manual, the existing project site layout shall
include the location of storm and sanitary sewers and outfalls, with all top
of casting elevation, invert elevations,pipe sizes, and pipe material
indicated. Existing structure and pipe information shall be as-built
information and not design information.
Response: The existing structures currently show the as-built elevations. The
future Section 2B currently shows the design elevation on sheet C100.
7. Comment: Per Section 102.02.vi of the manual, the construction plans shall include
utility plan sheets showing the location of all existing and proposed utility
lines for the project, including all available information related to the
utilities, such as pipe size and material, and invert elevations. This shall
be in addition to any other plan or profile sheets required by the utility
having jurisdiction over the utility installation. Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
8. Comment: Per Section 102.02.vii of the manual, the storm sewer plan/profile sheet
(C600) shall include, in addition to the information provided, subsurface
drains, structure type, and all existing and proposed utility crossings. Any
references with general notes, plan notes, or legends to the granular
backfill material shall reference the appropriate trench detail on the detail
sheets. Please revise accordingly.
Response: Sheets C600 & C601 have been revised per this comment.
9. Comment: Per Section 102.02.xi.a of the manual, the grading and drainage plan
(C300) shall include existing drainage facilities, including size, material,
invert elevations and top casting information. Existing structure and pipe
information shall be as-built information and not design information.
Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
UliWEIHE Crossroads Engineers,P.C.
ENGINEERS Ju1y27,2017
Page 3 of 10
10. Comment: Per Section 102.02.xi.d of the manual, the grading and drainage plan
(C300) shall include the delineation of all proposed land disturbing
activities, including off-site activities that will provide services to the
project site. It appears that there will be grading required outside the
current shown limits to construct the swale behind Lots 89-91, 93-95. See
also comments 20 and 22 below. Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
11. Comment: Per Section 102.02.xi.g of the manual, the grading and drainage plan
(C300) shall include, in addition to the information provided, details of all
new storm sewers, sub-surface drains (for both swales and roadways),
and 100 year overflow paths/ponding areas shown as hatched areas,
along with all associated easements. Details to be shown include
structure locations, with structure number reference and top of casting
elevations, piping between structures as well as other drainage pipe (roof
drains, subsurface drains, etc.). Existing structure and pipe information
shall be as-built information and not design elevations. See also comment
6 above and comment 21 below. Please revise accordingly.
Response: Sheet C301 has been added and includes this information.
12. Comment: Per Section 102.02.xi.h of the manual, the grading and drainage plan
(C300) shall include an indication as to the storm system being public or
private. Please revise accordingly.
Response: All of the storm sewer in this section is public. See note 20 on sheet
C300.
13. Comment: Per Section 102.02.xi.m of the manual, the grading and drainage plan
(C300) shall include a drainage summary, which summarizes the basic
conditions of the drainage design, including site acreage, off-
site/upstream acreage, allowable release rates, post-developed 10-year,
and 100-year flows leaving the site, volume of detention required, volume
of detention provided, and any release rate. Please revise accordingly.
Response: Storm sewer supporting analyses has been added to C300. Detention
facilities have not changed with this section, therefore, no analyses
information has been added regarding detention.
14. Comment: Per Section 102.02.xi.o of the manual, the grading and drainage plan
(C300) shall include the elevations at each corner of every lot, all grade
breaks (in swales, or lots and streets), a minimum house pad elevation for
each lot or block, and the flood protection grade for each lot or block.
Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
Uri WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 4 of 10
15. Comment: Per Section 102.02.xi.p of the manual, the grading and drainage plan
(C300) shall include the definition of minimum flood protection grade in
accordance with this manual. Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
16. Comment: Per Section 102.02.xi.q of the manual, the grading and drainage plan
(C300) shall include drainage arrows shall be indicated for all surface
drainage, swales and on each side of every break in swale slopes. Please
revise accordingly.
Response: Sheet C300 has been revised to include this information.
17. Comment: Per Section 102.02.xiv of the manual, the Structure Data Table shall
include, in addition to the information provided, upstream structure
number, downstream structure number, and detail reference to type of
structure and any notes related to the structure. Please revise
accordingly.
Response: Sheet C601has been added to the plans to include this information.
18. Comment: Per Section 102.03 of the manual, the stormwater drainage technical
report shall contain a discussion of the steps taken in the design of the
stormwater drainage system. Stated in the "Post-Developed Conditions"
of the submitted report, the proposed changes from the master plan will
not adversely impact any existing storm sewer infrastructure,provide
existing storm sewers previously constructed additional capacity, and
reduce the overall watershed draining to the existing system. Per Section
102.03.iii.b of the manual, all hydrologic and hydraulic computations
should be included in the submittal. If calculations have been prepared to
analyze and evaluate the existing storm sewer system and overall
watershed in comparison to the master planned design, please include
those calculations in the drainage report, and summarize the conclusions
from this comparison. See also comments 6, 9 and 11 above, and revise
accordingly.
Response: A table has been added to the drainage narrative showing the
proposed drainage areas to the master planned drainage areas for
existing inlets and proposed inlets draining to existing storm sewer.
The table shows the overall reduction of drainage area to the existing
storm sewer, resulting in reduced flow in the pipes.
19. Comment: Per Section 104.01 of the manual, all swales shall be installed with a
subsurface drain, and a rear-yard subsurface drain shall be installed with
outlets/connection points for each lot or anticipated connection point.
Please revise accordingly.
Response: Sheet C300 has been revise to include this information.
Uli WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 5 of 10
20. Comment: Per Section 302.12.1 of the manual, all conveyances shall terminate into
an approved adequate outlet. Regarding the outlet of Structure 3004-A
and the rear of yards 94-95 to the East Pond, an exhibit that includes
topographic information for the proposed temporary outfall routes should
be provided. Please provide details, capacity calculations, erosion
control features for these outlets should be included in the construction
plans. As it is assumed that the proposed system will be public, the outfall
from the stormwater drainage system from this development will flow
through real estate owned by others prior to reaching the East Pond. No
acceptance shall be granted for this drainage system until the owners of
real estate crossed by the outfall consent in writing to the use of their real
estate through a recorded easement or are notified of such proposal and
their rights to appeal any approval of the design. Proof of this notification
must be submitted to the jurisdiction entity. Open channel design for
Structure 3004-A will be in accordance with Section 303 of the manual.
Easement requirements for both outfalls will be in accordance with
Section 306 of the manual. See also comment 3 above. Please revise
accordingly.
Response: Temporary Swale Calculations have been added into Section 2 of the
Drainage Report. Erosion control measures and a detail have been
added to sheets C201 and C204. The developer of this section is the
owner of the off-site land where these ditched will be.
21. Comment: Per Section.303.07 of the manual,ponding and overflow path throughout
the development resulting from a 100 year storm event, calculated based
on all contributing drainage areas, in their proposed or reasonably
anticipated land use and with the storm pipe system assumed completely
plugged, shall be determined, clearly shown as hatched area on the plans,
and a minimum width of 30 feet along the centerline of the overflow path
contained in permanent drainage easements and shall remain within the
limits of the development (shall not encroach onto adjacent properties). A
statement shall be added to the secondary plat that would refer the viewer
to the construction plans to see the entire extent of overflow path as
hatched areas.
Response: Ponding areas have been added to sheet C301 and flood routing
calculations have been added to Section 2 of the Drainage Report. An
easement was added to sheet C300 and the Plat. The statement will be
added to the plat.
22. Comment: Per Section 102.03.ii.k of the manual, the stormwater drainage technical
report shall contain the current revision date.
Response: A revision date has been added to the cover sheet of the drainage
report.
LI: WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 6 of 10
23. Comment: Per Section 306.02.C of the manual, rear yard swales shall be contained
within a minimum of 30 feet width (15 feet from centerline on each side) of
drainage easement. Please review and revise the rear yards of Lots 89
through 95, inclusive, to include Lot 92, accordingly.
Response: Sheet C300 and the Plat have been revised to reflect the 15' half
easement for the swales. The easement behind lots 57 & 58 have been
increased to get a 30' easement between them and lot 56.
24. Comment: Per Section 501.01 of the manual, there should be no less than 2.5 feet of
cover along any part of the pipe from final pavement elevation or final
ground surface elevation to the top of the pipe. Please review Str. 3005
and revise accordingly.
Response: Str. 3005 now has 2.5' of cover.
25. Comment: Per Section 501.03 of the manual, manhole/inlet inside sizing shall be per
the Hamilton County Standard Detail Drawings. Please revise the details
in the plans accordingly.
Response: Sheet C602 has been revised showing the Hamilton County detail.
26. Comment: Per Section 102.02 of the manual, all future submittals shall have the
revision date indicated on all sheets.
Response: Understood
Engineering Comments:
27. Comment: Please provide an anticipated start construction date.
Response: The start date will be in August 2017.
28. Comment: All plans sheets are to be stamped "Approval Pending-Not for
Construction". Please revise accordingly.
Response: The stamp was removed.
29. Comment: Please revise the Secondary Plat to include all easements. See comments
20, 21 and 22 above.
Response: The plat now shows all of the easements on the Development plan.
30. Comment: Please verify with the Carmel Fire Department that all turning radii are
appropriate and adequate for fire trucks.
Response: We checked the Carmel Fire Truck through the "cul-de-loops" and
the radius are adequate. See attached.
LI: WEIHE Crossroads Engineers, P.C.
ENGINEERS Ju1y27,2017
Page 7 of 10
31. Comment: Please provide a "Typical Street Section"for the loop roads and Prairie
Falcon Drive, to include pavement cross slopes, curbs for the
median/island.
Response: Sheet C401has been added to the plans to include this information.
32. Comment: Please verify that all lots adjacent to side yard easements are wide enough
to accommodate the anticipated house and any planned driveways so
there is no encroachment into the easements.
Response: We have looked into this issue and are confident that these lots are
sufficient.
33. Comment: Please indicate existing curb removal is to be saw cut to the nearest joint
past the required limits of curb removal for the proposed entrance.
Response: Note 21. was added to sheet C300 to address this information.
34. Comment: Please delineate all City of Carmel standard curbs, sidewalks, and
pavement on right-of-way installations..
Response: Sheet C300 was revised to show the proposed sidewalk on the east side
of West Road. All other improvements on west road will be
constructed by the other developer. This information is shown on all
of the R/W's involved with this section.
35. Comment: Please delineate and indicate saw cut and removal of existing pavement
for the loop roads and Prairie Falcon Drive.
Response: Note 22. was added to sheet C300 to address this information.
36. Comment: Please add the following note to the construction plans:
Utility relocations required by the project shall be the
responsibility of the developer. Utility line relocations required
for road projects that result in a conflict with proposed
development shall be the responsibility of the developer to resolve
with the utility. Existing pole lines required to be relocated shall
be relocated to within one foot of proposed right-of-way line.
Response: Note 4. was added to sheet C302 to address this information.
37. Comment: Please add the following note to Plan Sheet C402:
All Signs Are Installed By The City And Require An Ordinance.
Response: Note 1. was added to sheet C403 to address this information.
38. Comment: Please add the following note to all appropriate sheets in the construction
plans:
No Earth Disturbing Activity May Commence Without An
Approved Storm Water Management Permit.
Response: Note 4. was added to sheet C302 to address this information.
Uli WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 8 of 10
39. Comment: Please add the following note to all appropriate sheets in the construction
plans:
All Paving Within the Existing and Proposed City Right-Of-Way
Shall Conform to the Requirements of the Department of
Engineering. The Contractor Shall Contact the Department of
Engineering to Schedule a Pre-Construction Meeting to Review
the Department's Construction Requirements,Staff Notification
Requirements, Required Inspections for Certain Stages of the
Work and to Review the Authority of the Department as It
Relates to Work Within the Existing and Proposed Right-Of-
Way.
Response: Note 19. was added to sheet C300 to address this information.
40. Comment: The City of Carmel recently updated their Standard Drawings from the
Standard Drawings provided in the construction plans. Please revise the
construction plans with the most current set.
Response: The details were updated to the current set on Sheet 401.
41. Comment: Please include all relative INDOT Standard Details for all proposed ADA
ramps located in existing or proposed right-of-way.
Response: The details were added to the current set on Sheet 402.
42. Comment: Please provide a detail for the path terminus behind Lot 87.
Response: The detail of the path is shown on sheet C401.
SWPPP Comments:
43. Comment: Per Section 102.04.i.a of the manual,please provide the location,
dimensions, detailed specifications, and construction details of all
temporary and permanent stormwater quality measures.
a. Please turn the silt fence up along both sides of the construction
entrance.
b. Please provide temporary inlet protection for existing inlets on West
Rd. Please include the following note on ALL erosion control plans to
read "ALL INLET PROTECTION WITHIN PUBLIC RIGHT OF WAY
MUST BE COMPLETELY BELOW GRATE WITH NO STRAPS OR
REBAR ABOVE THE GRATE"
c. Please revise the permanent seeding behind Lots 89-91, 93-95 to
erosion control blankets.
d. Please revise the permanent seeding between the pads and path behind
Lots 83-86, as well as the slope behind Lot 88, to erosion control
blankets.
L16 WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 9 of 10
e. Please evaluate the sediment control measures (silt fence)proposed
behind Lots 83-86, as well as the slope behind Lot 88, as the slopes
border the existing detention area, and will require runoff control
measures.
f Please review the temporary and permanent erosion control measures
at discharge point between/behind Lots 87 and 88. Please remove the
silt fence from crossing the outlet, and turn the ends up and along the
slopes, and provide for temporary outlet protection and permanent
outlet stabilization.
g. Please review the temporary and permanent erosion control measures
at discharge point behind Lot 89. Please remove the silt fence from
crossing the outlet, and provide for temporary outlet protection and
permanent outlet stabilization. See also comment 20 above.
Response: Sheet C201 has been revised to include this information.
44. Comment: Per Section 102.04.i.d of the manual and Item 3 under the SWPPP for
Construction Sites on Plan Sheet C202,please provide an estimate of the
peak discharge, based on the ten (10)year storm 24-hour event, of the
project site for post-construction conditions.
Response: 10-year flow rates have been added to C202 as requested.
45. Comment: Per Section 102.04.i.f of the manual and Item 4 under the SWPPP for
Construction Sites on Plan Sheet C202, please provide the locations of
specific points where stormwater discharge will leave the project site. The
direction on Plan Sheet C202 refers to the plan, but no locations are
noted.
Response: Sheet C201 has been revised to include this information.
46. Comment: Per Section 102.04.i.f of the manual and Item 4 under the SWPPP for
Construction Sites on Plan Sheet C202, please provide the locations of
specific points where stormwater discharge will leave the project site. The
direction on Plan Sheet C202 refers to the plan, but no locations are
noted.
Response: This comment is the same as Comment 45.
47. Comment: Per Section 102.04.i.k of the manual and Item 9 under the SWPPP for
Construction Sites on Plan Sheet C202, please include in the construction
sequence the relationship between implementation of temporary
stormwater quality measures and stages of construction activities. Note
that placement of inlet protection on new structures is not included.
Response: Sheet C202 has been revised to include this information.
LIE WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 10 of 10
48. Comment: Per Section 102.04.ii.c of the manual and Item 3 under the SWPPP for
Post-Construction on Plan Sheet C202, please include in the construction
sequence the relationship between implementation of permanent
stormwater quality measures and stages of construction activities. Note
that outlet protection is not included.
Response: Sheet C202 has been revised to include this information.
Should you have any further questions or requests for additional information pertaining to this
project review, please contact me at 317-846-6611.
Sincerely,
c,117
A vin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
WESTWOOD LANDING SECTION 2 - W150009
SOUTHWEST OUTLET - WQ STRUCTURE SIZING
ICPR BASIN REPORT
Simulation Basin Group Time Max Flow Max volume volume
hrs cfs in ft3
11N-24HR POND 7 BASE 12.13 3.05 0.380 10698
11N-24HR POND 8 BASE 12.13 1.80 0.380 6328
LI: WEIHEE -.
ENGINEERS .4
'_andSurveying j Eng, e ng 8 ,
Landscape Architecture OO"
Build with confidence"."
TRANSMITTAL
To: Carmel City Utilities Department Project Waterfront of West Clay—Section 2C
30 W. Main St. Suite 220 Job#: W160409
Carmel, IN 46032 Phone: 317-571-2426
Attn: John Duffy Fax:
Date: July 27, 2017 Re: TAC Revisions Submittal
We are sending you ® Attached ❑ Under separate cover via Delivery the following items:
❑ Shop Drawings ® Prints ❑ Copy of Letter
❑ Product Data ❑ Specifications ❑ Meeting Minutes
❑ Samples ❑ Change Order(s) ❑ Inspection Report
❑ ❑ Sketches/Drawings ❑Application(s)for Payment
® Sets Document Document Description
❑ Copies Date Number
1 7/27/2017 Revised Sewer and Water Plans
1 7/27/2017 Revised Secondary Plat
1 7/27/2017 Comment Letter Response
These are transmitted as indicated below:
❑Approved ❑ For Your Review or Use
❑Approved as Noted ® For Your Review&Comment
❑Not Approved, Revise and Resubmit ❑As Requested
❑Action Not Required ❑ For Your Records
❑Action Indicated on Item Transmitted ❑ For Your Approval
❑ For Signature. Return Copies to Us ❑
Remarks: Please find the attached revisions per TAC Comments. Thank you.
By:Alvin E. (Rusty) Skoog, Jr. PE, PS cc:
10505 North College Avenue Indianapolis, IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.,-Founder
LI: WEIHE
ENGINEERS PEj,'
Land Surveying;Civil Engineering Q. .y�
Landscape Architecture gv)j
Build with confidence" oes
July 27, 2017
Steve Cook
City of Carmel Utilities
3450 W 131St Street
Carmel, IN 46074
317-733-2855
RE: Waterfront of West Clay (Sanctuary at 116th Street)— Section 2C
Dear Mr. Cook:
This letter is in response to your comment email dated April 5, 2017 for the above referenced
project. We have prepared the following responses to the plan review comments listed below.
General Comments:
1. Comment: 6'Main in new section is to be terminate with hydrant, do not wrap.
Response: The water in the new section was revised to 6" pipe and is not
wrapped around the cul-de-loop. A Hydrant was placed at the
termination point.
2. Comment: At the location of"Prairie Falcon Dr", move temporary hydrant to dead
end of street making it permanent with a 8'valve west of hydrant.
Response: The Fire Hydrant was made permanent (and placed on a future lot
line)with an 8" Valve placed to the west of the hydrant.
Should you have any further questions or requests for additional information pertaining to this
project review, please contact me at 317-846-6611.
Sincerely,
,Of
•
Alvin E. (Rusty) Sk og Jr., P.E., P.S.
Project Manager, Residential Development
10505 N.College Ave I Indianapolis,IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.-Founder
OH WEIHE
ENGINEERS nEivEri
Land Surveying I Civil Engineering ititc 6 gyp)
Landscape Architecture Does
Build with confidence"
TRANSMITTAL
To: Hamilton County Surveyor's Office Project: Waterfront of West Clay Street—Section 2C
One Hamilton County Square, Suite 188 Job#: W160409
Noblesville, IN 46060 Phone: 317-776-8495
Attn: Greg Hoyes Fax:
Date: July 27, 2017 Re: TAC Revisions Submittal
We are sending you ® Attached ❑Under separate cover via Delivery the following items:
❑ Shop Drawings ® Prints ❑ Copy of Letter
❑ Product Data ❑ Specifications ❑ Meeting Minutes
❑ Samples ❑ Change Order(s) ❑ Inspection Report
❑ ❑ Sketches/Drawings ❑Application(s)for Payment
® Sets Document Document Description
❑ Copies Date Number
1 7/27/2017 Revised Construction Plans
1 7/27/2017 Revised Secondary Plat
1 7/27/2017 Revised Drainage Report
1 7/27/2017 Comment Letter Response
These are transmitted as indicated below:
❑Approved ❑ For Your Review or Use
❑Approved as Noted ®For Your Review&Comment
❑Not Approved, Revise and Resubmit ❑As Requested
❑Action Not Required ❑ For Your Records
❑Action Indicated on Item Transmitted ❑ For Your Approval
❑ For Signature. Return Copies to Us ❑ _
Remarks: Please find the attached revisions per TAC Comments. Thank you.
By: Alvin E. (Rusty) Skoog, Jr. PE, PS cc:
10505 North College Avenue I Indianapolis, IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.,-Founder
WEIHE
ENGINEERS MOVED
Land Surveying Civil Engineering 411. 2 fi ppb]
Landscape Architecture (�
Build with confidence`" 0O�.+
July 27, 2017
Greg Hoyes
Hamilton County Surveyor's Office
One Hamilton County Square, Suite 188
Noblesville, IN 46060-2230
317-776-8495
RE: Waterfront of West Clay (Sanctuary at 116th Street)— Section 2C
Dear Mr. Hoyes:
This letter is in response to your comment email dated April 5, 2017 for the above referenced
project. We have prepared the following responses to the plan review comments listed below.
General Comments:
1. Comment: The proposed project falls in the incorporated area and MS4 jurisdiction
of the City of Carmel.
Response: Understood
2. Comment: The proposed project DOES NOT fall in a Carmel Wellhead Protection
Zone.
Response: Understood
3. Comment: The proposed project falls in the Long Branch Regulated Drain
Watershed.
Response: Understood
4. Comment: Please submit the following procedural items: Petition for Regulated
Drain Subdivision, Subdivision Non-enforcement Agreement, engineer's
estimate, and all associated bonds for 120%of construction cost. The
bonding includes storm sewers, SSD, and monumentation.
Response: This will be completed prior to construction.
5. Comment: Where does Str. 3004-A outlet, since the invert is 5 feet below the
surrounding grade?
Response: This structure will discharge into a temporary ditch that discharges
into the pond to the west.
10505 N.College Ave I Indianapolis,IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.-Founder
Li: WEIHE Hamilton County Surveyor's Office
ENGINEERS July 27,2017
Page 2 of 2
6. Comment: Since the lake is not really shown, it is hard to tell what is happening
around Str. Ex 2702. It appears part of the area may be filled, so how is
the upstream drainage system connected to the lake?
Response: A topographic survey of the lake has been updated, this area is better
defined showing the pond coming up to the structure.
7. Comment: Since the storm sewer crosses right under the edge of Block A, please add
a 15'Drainage Easement offset from the centerline of the storm sewer.
Response: An easement was added to Block A.
8. Comment: Please address all additional drainage review comments from Crossroad
Engineers, reviewer for the City of Carmel.
Response: Understood
9. Comment: Please note that further comments may be necessary at a later date.
Response: Understood
Should you have any further questions or requests for additional information pertaining to this
project review, please contact me at 317-846-6611.
Sincerely,
f/.1,
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
UE WEIHE
ENGINEERS ' pct
Land Surveying l Civil Engineering � �±17
Landscape Architecture04131
Build with confidence! 1��
TRANSMITTAL
To: Crossroads Engineers Project: Waterfront of West Clay—Section 2C
3417 South Sherman Drive Job#: W160409
Beech Grove, IN 46107 Phone: 317-844-9200
Attn: Greg Ilko,PE Fax:
Date: July 27, 2017 Re: TAC Revisions Submittal
We are sending you ® Attached ❑ Under separate cover via Delivery the following items:
❑ Shop Drawings ® Prints ❑ Copy of Letter
❑ Product Data ❑ Specifications ❑ Meeting Minutes
❑ Samples ❑ Change Order(s) ❑ Inspection Report
❑ ❑ Sketches/Drawings ❑Application(s)for Payment
® Sets Document Document Description
❑ Copies Date Number
1 7/27/2017 Revised Construction Plans
1 7/27/2017 Revised Secondary Plat
1 7/27/2017 Revised Drainage Report
1 7/27/2017 Comment Letter Response
These are transmitted as indicated below:
❑Approved ❑ For Your Review or Use
❑Approved as Noted ® For Your Review&Comment
❑Not Approved, Revise and Resubmit ❑As Requested
❑Action Not Required ❑ For Your Records
❑Action Indicated on Item Transmitted ❑ For Your Approval
❑ For Signature. Return Copies to Us ❑
Remarks: Please find the attached revisions per TAC Comments. Thank you.
By:Alvin E. (Rusty) Skoog, Jr. PE, PS cc:
10505 North College Avenue I Indianapolis, IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.,-Founder
UE WEIHE
ENGINEERS
Land Surveying Civil Engineering
Landscape Architecture 0Q*
Build with confidence" t3
July 27, 2017
Greg Ilko
Crossroads Engineers, P.C.
3417 Sherman Dr.
Beech Grove, IN 46107
317-780-1555
RE: Waterfront of West Clay (Sanctuary at 116th Street)—Section 2C
Docket No. 17030018 SP
Dear Mr. Ilko:
This letter is in response to your comment email dated April 10, 2017 for the above referenced
project. We have prepared the following responses to the plan review comments listed below.
Drainage Comments.
1. Comment: Per Section 102.02 of the manual, all future submittals shall have the
revision date indicated on all sheets.
Response: Understood
2. Comment: Per Section 102.02.iii of the manual, the construction plans shall include
an overall project stormwater management plan that includes the location,
dimensions, and supporting analyses of all detention/retention facilities,
primary conveyance facilities, and outlet conditions for all phases of a
multi phase development.
Response: Storm sewer supporting analyses has been added to C300. Detention
facilities have not changed with this section, therefore, no analyses
information has been added regarding detention.
3. Comment: Per Section 102.02.v of the manual, the construction plans shall include
an existing project site layout. Please revise accordingly.
Response: The existing conditions are now on the C100 sheet.
4. Comment: Per Section 102.02.v.a of the manual, the existing project site layout shall
include all elevations in North American Vertical Datum of 1988 (NAVD),
the horizontal datum shall be based on Indiana State Plane Coordinates,
NAD83, and the existing project site layout will contain a notation
indicating these datum. Please review and revise.
10505 N.College Ave Indianapolis,IN 46280 www.weihe.net (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.-Founder
Lll WEIHE Crossroads Engineers, P.C.
ENGINEERS Ju1y27,2017
Page 2 of 10
Response: This subdivision was designed originally on its own coordinate system.
Changes at this time would affect our site control and could cause
staking errors. We would like to continue on the current system. All
as-builts and digital submittals will be up-dated to the State Plane
Coordinates.
5. Comment: Per Section 102.02.v.b of the manual, the existing project site layout shall
include the normal water level ponds on or adjacent to the project site.
Please confirm that the normal pool listed in the plans is as-built and not
design.
Response: The as-built pond level was added to the plans.
6. Comment. Per Section 102.02.v f of the manual, the existing project site layout shall
include the location of storm and sanitary sewers and outfalls, with all top
of casting elevation, invert elevations,pipe sizes, and pipe material
indicated. Existing structure and pipe information shall be as-built
information and not design information.
Response: The existing structures currently show the as-built elevations. The
future Section 2B currently shows the design elevation on sheet C100.
7. Comment: Per Section 102.02.vi of the manual, the construction plans shall include
utility plan sheets showing the location of all existing and proposed utility
lines for the project, including all available information related to the
utilities, such as pipe size and material, and invert elevations. This shall
be in addition to any other plan or profile sheets required by the utility
having jurisdiction over the utility installation. Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
8. Comment: Per Section 102.02.vii of the manual, the storm sewer plan/profile sheet
(C600) shall include, in addition to the information provided, subsurface
drains, structure type, and all existing and proposed utility crossings. Any
references with general notes,plan notes, or legends to the granular
backfill material shall reference the appropriate trench detail on the detail
sheets. Please revise accordingly.
Response: Sheets C600 & C601 have been revised per this comment.
9. Comment: Per Section 102.02.xi.a of the manual, the grading and drainage plan
(C300) shall include existing drainage facilities, including size, material,
invert elevations and top casting information. Existing structure and pipe
information shall be as-built information and not design information.
Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
Ul WEIHE Crossroads Engineers,P.C.
ENGINEERS July 27,2017
Page 3 of 10
10. Comment: Per Section 102.02.xi.d of the manual, the grading and drainage plan
(C300) shall include the delineation of all proposed land disturbing
activities, including off-site activities that will provide services to the
project site. It appears that there will be grading required outside the
current shown limits to construct the swale behind Lots 89-91, 93-95. See
also comments 20 and 22 below. Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
11. Comment: Per Section 102.02.xi.g of the manual, the grading and drainage plan
(C300)shall include, in addition to the information provided, details of all
new storm sewers, sub-surface drains (for both swales and roadways),
and 100 year overflow paths/ponding areas shown as hatched areas,
along with all associated easements. Details to be shown include
structure locations, with structure number reference and top of casting
elevations,piping between structures as well as other drainage pipe (roof
drains, subsurface drains, etc.). Existing structure and pipe information
shall be as-built information and not design elevations. See also comment
6 above and comment 21 below. Please revise accordingly.
Response: Sheet C301 has been added and includes this information.
12. Comment: Per Section 102.02.xi.h of the manual, the grading and drainage plan
(C300)shall include an indication as to the storm system being public or
private. Please revise accordingly.
Response: All of the storm sewer in this section is public. See note 20 on sheet
C300.
13. Comment: Per Section 102.02.xi.m of the manual, the grading and drainage plan
(C300) shall include a drainage summary, which summarizes the basic
conditions of the drainage design, including site acreage, off-
site/upstream acreage, allowable release rates,post-developed 10 year,
and 100 year flows leaving the site, volume of detention required, volume
of detention provided, and any release rate. Please revise accordingly.
Response: Storm sewer supporting analyses has been added to C300. Detention
facilities have not changed with this section, therefore, no analyses
information has been added regarding detention.
14. Comment: Per Section 102.02.xi.o of the manual, the grading and drainage plan
(C300) shall include the elevations at each corner of every lot, all grade
breaks (in swales, or lots and streets), a minimum house pad elevation for
each lot or block, and the flood protection grade for each lot or block.
Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
UP WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 4 of 10
15. Comment: Per Section 102.02.xi.p of the manual, the grading and drainage plan
(C300) shall include the definition of minimum flood protection grade in
accordance with this manual. Please revise accordingly.
Response: Sheet C300 has been revised to include this information.
16. Comment: Per Section 102.02.xi.q of the manual, the grading and drainage plan
(C300) shall include drainage arrows shall be indicated for all surface
drainage, swales and on each side of every break in swale slopes. Please
revise accordingly.
Response: Sheet C300 has been revised to include this information.
17. Comment: Per Section 102.02.xiv of the manual, the Structure Data Table shall
include, in addition to the information provided, upstream structure
number, downstream structure number, and detail reference to type of
structure and any notes related to the structure. Please revise
accordingly.
Response: Sheet C601has been added to the plans to include this information.
18. Comment: Per Section 102.03 of the manual, the stormwater drainage technical
report shall contain a discussion of the steps taken in the design of the
stormwater drainage system. Stated in the "Post-Developed Conditions"
of the submitted report, the proposed changes from the master plan will
not adversely impact any existing storm sewer infrastructure,provide
existing storm sewers previously constructed additional capacity, and
reduce the overall watershed draining to the existing system. Per Section
102.03.iii.b of the manual, all hydrologic and hydraulic computations
should be included in the submittal. If calculations have been prepared to
analyze and evaluate the existing storm sewer system and overall
watershed in comparison to the master planned design,please include
those calculations in the drainage report, and summarize the conclusions
from this comparison. See also comments 6, 9 and 11 above, and revise
accordingly.
Response: A table has been added to the drainage narrative showing the
proposed drainage areas to the master planned drainage areas for
existing inlets and proposed inlets draining to existing storm sewer.
The table shows the overall reduction of drainage area to the existing
storm sewer, resulting in reduced flow in the pipes.
19. Comment: Per Section 104.01 of the manual, all swales shall be installed with a
subsurface drain, and a rear-yard subsurface drain shall be installed with
outlets/connection points for each lot or anticipated connection point.
Please revise accordingly.
Response: Sheet C300 has been revise to include this information.
LI: WEIHE Crossroads Engineers,P.C.
ENGINEERS July 27,2017
Page 5 of 10
20. Comment: Per Section 302.12.1 of the manual, all conveyances shall terminate into
an approved adequate outlet. Regarding the outlet of Structure 3004-A
and the rear of yards 94-95 to the East Pond, an exhibit that includes
topographic information for the proposed temporary outfall routes should
be provided. Please provide details, capacity calculations, erosion
control features for these outlets should be included in the construction
plans. As it is assumed that the proposed system will be public, the outfall
from the stormwater drainage system from this development will flow
through real estate owned by others prior to reaching the East Pond. No
acceptance shall be granted for this drainage system until the owners of
real estate crossed by the outfall consent in writing to the use of their real
estate through a recorded easement or are notified of such proposal and
their rights to appeal any approval of the design. Proof of this notification
must be submitted to the jurisdiction entity. Open channel design for
Structure 3004-A will be in accordance with Section 303 of the manual.
Easement requirements for both outfalls will be in accordance with
Section 306 of the manual. See also comment 3 above. Please revise
accordingly.
Response: Temporary Swale Calculations have been added into Section 2 of the
Drainage Report. Erosion control measures and a detail have been
added to sheets C201 and C204. The developer of this section is the
owner of the off-site land where these ditched will be.
21. Comment: Per Section.303.07 of the manual,ponding and overflow path throughout
the development resulting from a 100 year storm event, calculated based
on all contributing drainage areas, in their proposed or reasonably
anticipated land use and with the storm pipe system assumed completely
plugged, shall be determined, clearly shown as hatched area on the plans,
and a minimum width of 30 feet along the centerline of the overflow path
contained in permanent drainage easements and shall remain within the
limits of the development(shall not encroach onto adjacent properties). A
statement shall be added to the secondary plat that would refer the viewer
to the construction plans to see the entire extent of overflow path as
hatched areas.
Response: Ponding areas have been added to sheet C301 and flood routing
calculations have been added to Section 2 of the Drainage Report. An
easement was added to sheet C300 and the Plat. The statement will be
added to the plat.
22. Comment: Per Section 102.03.ii.k of the manual, the stormwater drainage technical
report shall contain the current revision date.
Response: A revision date has been added to the cover sheet of the drainage
report.
101 WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 6 of 10
23. Comment: Per Section 306.02.C of the manual, rear yard swales shall be contained
within a minimum of 30 feet width (15 feet from centerline on each side) of
drainage easement. Please review and revise the rear yards of Lots 89
through 95, inclusive, to include Lot 92, accordingly.
Response: Sheet C300 and the Plat have been revised to reflect the 15' half
easement for the swales. The easement behind lots 57 & 58 have been
increased to get a 30' easement between them and lot 56.
24. Comment: Per Section 501.01 of the manual, there should be no less than 2.5 feet of
cover along any part of the pipe from final pavement elevation or final
ground surface elevation to the top of the pipe. Please review Str. 3005
and revise accordingly.
Response: Str. 3005 now has 2.5' of cover.
25. Comment: Per Section 501.03 of the manual, manhole/inlet inside sizing shall be per
the Hamilton County Standard Detail Drawings. Please revise the details
in the plans accordingly.
Response: Sheet C602 has been revised showing the Hamilton County detail.
26. Comment.• Per Section 102.02 of the manual, all future submittals shall have the
revision date indicated on all sheets.
Response: Understood
Engineering Comments:
27. Comment: Please provide an anticipated start construction date.
Response: The start date will be in August 2017.
28. Comment: All plans sheets are to be stamped "Approval Pending-Not for
Construction". Please revise accordingly.
Response: The stamp was removed.
29. Comment: Please revise the Secondary Plat to include all easements. See comments
20, 21 and 22 above.
Response: The plat now shows all of the easements on the Development plan.
30. Comment: Please verify with the Carmel Fire Department that all turning radii are
appropriate and adequate for fire trucks.
Response: We checked the Carmel Fire Truck through the "cul-de-loops" and
the radius are adequate. See attached.
LIE WEIHE Crossroads Engineers,P.C.
ENGINEERS Ju1y27,2017
Page 7 of 10
31. Comment: Please provide a "Typical Street Section"for the loop roads and Prairie
Falcon Drive, to include pavement cross slopes, curbs for the
median/island.
Response: Sheet C401has been added to the plans to include this information.
32. Comment: Please verify that all lots adjacent to side yard easements are wide enough
to accommodate the anticipated house and any planned driveways so
there is no encroachment into the easements.
Response: We have looked into this issue and are confident that these lots are
sufficient.
33. Comment: Please indicate existing curb removal is to be saw cut to the nearest joint
past the required limits of curb removal for the proposed entrance.
Response: Note 21. was added to sheet C300 to address this information.
34. Comment: Please delineate all City of Carmel standard curbs, sidewalks, and
pavement on right-of-way installations..
Response: Sheet C300 was revised to show the proposed sidewalk on the east side
of West Road. All other improvements on west road will be
constructed by the other developer. This information is shown on all
of the R/W's involved with this section.
35. Comment: Please delineate and indicate saw cut and removal of existing pavement
for the loop roads and Prairie Falcon Drive.
Response: Note 22. was added to sheet C300 to address this information.
36. Comment: Please add the following note to the construction plans:
Utility relocations required by the project shall be the
responsibility of the developer. Utility line relocations required
for road projects that result in a conflict with proposed
development shall be the responsibility of the developer to resolve
with the utility. Existing pole lines required to be relocated shall
be relocated to within one foot of proposed right-of-way line.
Response: Note 4. was added to sheet C302 to address this information.
37. Comment: Please add the following note to Plan Sheet C402:
All Signs Are Installed By The City And Require An Ordinance.
Response: Note 1. was added to sheet C403 to address this information.
38. Comment: Please add the following note to all appropriate sheets in the construction
plans:
No Earth Disturbing Activity May Commence Without An
Approved Storm Water Management Permit.
Response: Note 4. was added to sheet C302 to address this information.
LIE WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 8 of 10
39. Comment: Please add the following note to all appropriate sheets in the construction
plans:
All Paving Within the Existing and Proposed City Right-Of-Way
Shall Conform to the Requirements of the Department of
Engineering. The Contractor Shall Contact the Department of
Engineering to Schedule a Pre-Construction Meeting to Review
the Department's Construction Requirements,Staff Notification
Requirements, Required Inspections for Certain Stages of the
Work and to Review the Authority of the Department as It
Relates to Work Within the Existing and Proposed Right-Of-
Way.
Response: Note 19. was added to sheet C300 to address this information.
40. Comment: The City of Carmel recently updated their Standard Drawings from the
Standard Drawings provided in the construction plans. Please revise the
construction plans with the most current set.
Response: The details were updated to the current set on Sheet 401.
41. Comment: Please include all relative INDOT Standard Details for all proposed ADA
ramps located in existing or proposed right-of-way.
Response: The details were added to the current set on Sheet 402.
42. Comment: Please provide a detail for the path terminus behind Lot 87.
Response: The detail of the path is shown on sheet C401.
SWPPP Comments:
43. Comment: Per Section 102.04.i.a of the manual,please provide the location,
dimensions, detailed specifications, and construction details of all
temporary and permanent stormwater quality measures.
a. Please turn the silt fence up along both sides of the construction
entrance.
b. Please provide temporary inlet protection for existing inlets on West
Rd. Please include the following note on ALL erosion control plans to
read "ALL INLET PROTECTION WITHIN PUBLIC RIGHT OF WAY
MUST BE COMPLETELY BELOW GRATE WITH NO STRAPS OR
REBAR ABOVE THE GRATE"
c. Please revise the permanent seeding behind Lots 89-91, 93-95 to
erosion control blankets.
d. Please revise the permanent seeding between the pads and path behind
Lots 83-86, as well as the slope behind Lot 88, to erosion control
blankets.
Ll: WEIHE Crossroads Engineers,P.C.
ENGINEERS Ju1y27,2017
Page 9 of 10
e. Please evaluate the sediment control measures (silt fence)proposed
behind Lots 83-86, as well as the slope behind Lot 88, as the slopes
border the existing detention area, and will require runoff control
measures.
f Please review the temporary and permanent erosion control measures
at discharge point between/behind Lots 87 and 88. Please remove the
silt fence from crossing the outlet, and turn the ends up and along the
slopes, and provide for temporary outlet protection and permanent
outlet stabilization.
g. Please review the temporary and permanent erosion control measures
at discharge point behind Lot 89. Please remove the silt fence from
crossing the outlet, and provide for temporary outlet protection and
permanent outlet stabilization. See also comment 20 above.
Response: Sheet C201 has been revised to include this information.
44. Comment: Per Section 102.04.i.d of the manual and Item 3 under the SWPPP for
Construction Sites on Plan Sheet C202,please provide an estimate of the
peak discharge, based on the ten (10)year storm 24-hour event, of the
project site for post-construction conditions.
Response: 10-year flow rates have been added to C202 as requested.
45. Comment: Per Section 102.04.i.f of the manual and Item 4 under the SWPPP for
Construction Sites on Plan Sheet C202,please provide the locations of
specific points where stormwater discharge will leave the project site. The
direction on Plan Sheet C202 refers to the plan, but no locations are
noted.
Response: Sheet C201 has been revised to include this information.
46. Comment: Per Section 102.04.i.f of the manual and Item 4 under the SWPPP for
Construction Sites on Plan Sheet C202,please provide the locations of
specific points where stormwater discharge will leave the project site. The
direction on Plan Sheet C202 refers to the plan, but no locations are
noted.
Response: This comment is the same as Comment 45.
47. Comment: Per Section 102.04.i.k of the manual and Item 9 under the SWPPP for
Construction Sites on Plan Sheet C202,please include in the construction
sequence the relationship between implementation of temporary
stormwater quality measures and stages of construction activities. Note
that placement of inlet protection on new structures is not included.
Response: Sheet C202 has been revised to include this information.
LIU WEIHE Crossroads Engineers, P.C.
ENGINEERS July 27,2017
Page 10 of 10
48. Comment: Per Section 102.04.ii.c of the manual and Item 3 under the SWPPP for
Post-Construction on Plan Sheet C202,please include in the construction
sequence the relationship between implementation of permanent
stormwater quality measures and stages of construction activities. Note
that outlet protection is not included.
Response: Sheet C202 has been revised to include this information.
Should you have any further questions or requests for additional information pertaining to this
project review, please contact me at 317-846-6611.
Sincerely,
c,'17
A vin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
LI: WEIHE
ENGINEERS
Land Surveying l Civil Engineering
Landscape Architecture
Build with confidence.'
TRANSMITTAL
To: Carmel Planning/Zoning Department Project Waterfront of West Clay Street—Section 2C
One Civic Square—3rd Floor Job#: W160409
Carmel, IN 46032 Phone: 317-571-2426
Attn: Angie Conn Fax:
Date: July 27, 2017 Re: TAC Revisions Submittal
We are sending you ® Attached ❑ Under separate cover via Delivery the following items:
❑ Shop Drawings ® Prints ❑ Copy of Letter
❑ Product Data ❑ Specifications ❑ Meeting Minutes
❑ Samples ❑ Change Order(s) ❑ Inspection Report
❑ ❑ Sketches/Drawings ®Application(s)for Payment
® Sets Document Document Description
❑ Copies Date Number
2 7/27/2017 Revised Construction Plans
2 7/27/2017 Revised Secondary Plat
1 7/27/2017 Comment Letter Response
These are transmitted as indicated below:
❑Approved ❑ For Your Review or Use
['Approved as Noted ® For Your Review&Comment
❑Not Approved, Revise and Resubmit ❑As Requested
❑Action Not Required ❑ For Your Records
❑Action Indicated on Item Transmitted ❑ For Your Approval
❑ For Signature. Return Copies to Us ❑
Remarks: Please find the attached revisions per TAC Comments. Thank you.
By:Alvin E. (Rusty) Skoog, Jr. PE, PS cc:
10505 North College Avenue I Indianapolis, IN 46280 www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.,-Founder
l WEIHE
ENGINEERS 'ckOti
Land Surveying j Civil Engineering 2
Landscape Architectures
Build with confidence:" W
July 27, 2017
Ms. Angie Conn
(Vektli ons rS
City of Carmel \�s.o'S-e--
Planning& Zoning Dept.
1 Civic Square, 3rd Fl. 1)C C oM wtpv1+S)
Cannel, IN 46032
317-571-2417
RE: Waterfront of West Clay(Sanctuary at 116th Street)—Section 2C
Secondary Plat
Dear Ms. Conn:
This letter is in response to your comment email dated April 12, 2017 for the above referenced
project. We have prepared the following responses to the plan review comments listed below.
Secondary Plat:
1. Comment: Please provide digital copies of any revised plat or plans
Response: Understood
2. Comment: Please provide copies of your correspondence with the TAC members and
their correspondence with you.
Response: Understood
3. Comment: Please provide this Dept. with a copy of the Covenants &Restrictions for
this neighborhood
Response: Copies of the Covenants and Restrictions are attached.
4. Comment: Please add the Plan Commission docket numbers to the plat: 17030018
SP and 78-03 PP Amend(03050038).
Response: This information has been added to the plat in the lower left corner on
each sheet.
5. Comment: Please add the zoning classification to the plat: S-1/Residence—ROSO III.
Response: This information has been add to the plat on sheet 1.
6. Comment: At the bottom of Page 1,please add Paul Shoopman's email address to the
Developer's information.
Response: The Developer's email has been added to the plat.
10505 North College Avenue Indianapolis. IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan 1-1.Weihe,P.E.,L.S.,-Founder
LI: WEIHE
ENGINEERS City of Carmel
July 27,2017
Page 2 of 4
7. Comment: Please add the phone number to the Owner info at the bottom on the plat
sheet for Waterfront Homes.
Response: The Developer's phone number has been added to the plat.
8. Comment: Is Eagleridge Lane going to be a one-way street?
Response: Yes. A"Do Not Enter" sign was added to the C402 sheet.
9. Comment: Will on street parking be allowed on Eagleridge Lane?
Response: No. "No Parking" signs were added to the C402 sheet. -- 1+0 3 7
10. Comment: Sheet 1 -Please label the ROW width of West Rd., south of Eagleridge
Lane.
Response: The R/W width has been added to the plans in this location. This
work was done by others in Section 2B.
11. Comment: Sheet 2—please add in the instrument no.for Section 2B.
Response: Platting of this area has not occurred at this time. Prior to platting
this number will be added to the plat.
12. Comment: Sheet 2—in light grey text there is reference to an existing storm sewer
easement. Is that going to stay, or going to be vacated?If it is going to
stay,please make the light grey shade of text into a black color.
Response: The plat has been revised to show this in a black color since this
easement will be included on this plat.
13. Comment: The lot numbers on the plat for each lot to do not match up with the lot
numbers on the construction plans. Please revise both to match up.
Response: The numbers are now correct.
14. Comment: Please view and respond to the attached memo regarding the 116`h Street
multi-use path requirement.
Response: Paul is waiting on hearing from the City Attorney in regards to this
comment.
15. Comment: Please verify with the Carmel Street Dept. and with the Carmel
Engineering Dept. that they are okay with the proposed planted medians
in the right of way and that they are okay with it being platted as Common
Area.
Response: I have asked the Street Department this question and I am currently
waiting for a response.
16. Comment: On Sheet 2,please add to the development standards that the Lot Cover
LIE WEIHE
ENGINEERS City of Carmel
July 27,2017
Page 3 of 4
Percentage is n/a.
Response: The Lot Cover Percentage has been revised to NA on Sheet 1.
17. Comment: Sheet 3 -Please show the Vicinity Map as being more `zoomed in'to the
site so that the text is more legible. Also,please also make the Vicinity
Map have less tones of grey and just be black/white,for ease of
reproduction.
Response: The Vicinity Map was revised as requested on Sheet 4.
18. Comment: Sheet 4 -Please remove the County Commissioners Certificate, as it is not
needed
Response: The County Commissioners Certification was removed from Sheet 4.
19. Comment: Sheet 4—please fill in the instrument no. blank, in the Land Description.
Response: This plat is not recorded. The instrument number will be completed
prior to the recording of this plat.
20. Comment: Please provide a copy of the filled out subdivider agreement form; see
section 9.06 of the Subdivision Control Ordinance, online at:
http://www.carmel.in.gov/index.aspx?page=41&parent=256 .
Response: Please find the attached Subdivider Agreement form.
21. Comment: Please work with Dave Barnes in the City Engineering Dept. to get on a
BPW(Board of Public Works) meeting agenda, which has a filing
deadline. His number is 571-2441, and his email address is
dbarnes@carmel.in.gov.
Response:
22. Comment. Staff has been advised that we cannot present a Secondary Plat to the
Director for signature from this point forward until Ms. Terry Krueskamp
(tkrueskamp@carmel.in.gov) in Information Systems has received an e-
mail with an electronic file attached(MicroStation.dgn is preferred, or
AutoCad.dwg of the subdivision) and it (the e-mail) has been copied to
myself(aconn@carmel.in.gov).
Response: This will be done prior to platting which will be after the construction
as-builts.
23. Comment: Please submit a revised Secondary Plat after making above-mentioned
changes. Once these changes have been made and comments addressed,
please produce a Mylar copy (with the surveyor's and land owner's
signatures)for signature by this Department. Two paper copies of the
LI: WEIHE
ENGINEERS City of Carmel
July 27,2017
Page 4 of 4
plat must be filed with the Mylar prior to recording, and two paper copies
and an electronic copy of the scanned, recorded plat must be submitted
following recording of the document. Our approval of the secondary plat
(signature) will be forthcoming upon revision of the plans according to the
items listed above.
Response: Mylars will be send to you prior to recording the plat
24. Comment: Lastly,please submit a.pdf or.jpg file of the scanned, recorded plat.
Response: Copies of the recorded plat will be submitted
Construction Plans:
25. Comment: Sheet C300 shows the entire area of the Eagleridge Lane "eyebrow" as
being right of way, but isn't the island going to be Block B- Common
Area? The same question applies to the `eyebrow'around lots 49-52 (as
labelled on the plat) or lots 84-87(as labelled on the construction plans).
Response: These area are Blocks and have been revised on sheet C300.
26. Comment: Sheet C300—is the median/island within Prairie Falcon Drive going to be
public right of way, or will it be common area?
Response: The island will be in the public R/W.
27. Comment: Please add the street pavement cross-sections to the plans,for each street
type/width proposed with this plat.
Response: The typical Street cross-sction is shown on C401
28. Comment: Please verify that 5-ft wide sidewalks will be located on the fronts of each
lot.
Response: The 5-ft walks are shown on C300.
Should you have any further questions or requests for additional information pertaining to this
project review,please contact me at 317-846-6611.
Sincerely,
A (//
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Conn, Angelina V
From: Huffman, David
Sent: Tuesday,July 25, 2017 2:42 PM
To: 'Rusty Skoog'; Conn, Angelina V
Cc: Paul Shoopman - Paul Shoopman Home Building Group,Inc.
(paul@shoopmanhomes.com)
Subject: RE:Waterfront 2C
Rusty,
From what we you said in your last email and reviewing the plans we are good with the landscape in the common areas
in Waterfront 2C.
Thanks for the information.
Dave
From: Rusty Skoog [mailto:skoogr@weihe.net]
Sent: Tuesday, July 25, 2017 10:40 AM
To: Huffman, David
Cc: Paul Shoopman - Paul Shoopman Home Building Group, Inc. (paul@shoopmanhomes.com)
Subject: RE: Waterfront 2C
Dave
Here is page 2 of the approved Landscape plan for you information. The island on Prairie Falcon Dr. will not be a
common area and will basically have street trees in the center of the island. The developer understands that you will
need to pile snow onto the island when needed.
The developer also agrees that him and the HOA will hold the city harmless in regards to interfering with the landscaping
because of any street department work including snow removal and roadway maintenance.
Please let me know if you need anything else.
Thanks
Alvin E. (Rusty) Skoog Jr., P.E., P.S.
Project Manager, Residential Development
Weihe Engineers, Inc.
317 1 846-6611
317 1 710-1416 cell
Connect With Weihe
From: Huffman, David [mailto:DHuffman@carmel.in.gov]
Sent: Monday,July 24, 2017 3:37 PM
To: Rusty Skoog<skoogr@weihe.net>
Subject: RE:Waterfront 2C
1
Conn, Angelina V
From: Mindham, Daren
Sent: Wednesday, April 19, 2017 2:38 PM
To: skoogr@weihe.net; 'Brady Kuhn'; paul@shoopmanhomes.com
Cc: Conn, Angelina V; Keesling, Rachel M; Lopez, Alexia K
Subject: The Sanctuary at 116th Street, Section 2C (#17030018 SP) LANDSCAPE PLAN REVIEW
Attachments: Landscape Plans approved - Sec 2B, 2C, 5, medians (2).pdf; Landscape Plans approved -
Sec 2B, 2C, 5, medians (3).pdf
After reviewing my files, it seems I have not received any Section 2C landscape plans. Please email me a pdf of
the landscape plans for my review. Thanks. Essentially,the plan I have attached is what I have on record for
this area.
Daren Mindham
Urban Forester I City of Carmel
317-571-2444
From: Conn, Angelina V
Sent: Wednesday, April 5, 2017 3:31 PM
To: Keesling, Rachel M; Barnes, David R; Blanchard, Jim E; Chavez, Nathan; Crediford, Maggie; Haney, Douglas C;
Hollibaugh, Mike P; 'Ilko, Greg'; 'John Molitor'; Jordan, Alex; Kashman, Jeremy M; Kass, Joslyn; Keeling, Adrienne M;
Littlejohn, David W; Lopez, Alexia K; Lux, Pamela K; Maki, Sue; Martin, Candy; Mindham, Daren; Mishler, Nicholas F;
Motz, Lisa; Pauley, Christine; Pietrzak, Ross; Speth, Nichole M; Stewart, Lisa M; Thomas, John G; Worrell, Jeff
Cc: skoogr@weihe.net; 'Brady Kuhn'; paul@shoopmanhomes.com
Subject: Docket No. Assignment: The Sanctuary at 116th Street, Section 2C (#17030018 SP)
I have issued the docket number for The Sanctuary at 116th Street, Section 2C (SP). It is the following:
Docket No. 17030018 SP: The Sanctuary at 116th Street,Section 2C.
The applicant seeks administrative approval of the Secondary Plat& Construction Plans, for 15 lots on 7 acres. The site is
located at approximately 4351 W. 121st Street and is zoned S-1/Residence-ROSO III. It is located east of Section 2B and
east of West Rd. Filed by Paul Shoopman of Shoopman Homes.
Paul can be contacted at(317) 714-2406 or paul@shoopmanhomes.com.
FILING FEE:
Secondary Plat(15 lots) $3,114.00
Total Due: $3,114.00
Petitioner,please note the following:
1. This item will be on the Wednesday,April 19 meeting agenda of the Technical Advisory Committee (TAC),
which begins at 9 AM. Please have a representative attend this meeting. If not done so already,please submit
plans to all TAC members ASAP,via email and/or mail.The updated TAC members list is online at this link.
2. Mailed and published public notice does not need to occur.
3. This item will be reviewed administratively by this Dept.and TAC,but the final plat also needs approval by
the BPW(Board of Public Works&Safety). Please work with Dave Barnes in the City Engineering Dept.to get
on a BPW meeting agenda,which has a filing deadline. His number is 571-2441,and his email address is
dbarnes@carmel.in.gov.
1
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City o Carmel
OR60 "•ane
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IND IM4 / DEPARTMENT OF COMMUNITY SERVICES
April 18, 20017
Mr. Rusty Skoog
Weihe Engineers
10505 N College Ave.
Indianapolis, IN 46280
RE: Sanctuary at 116th St 2C
Dear: Mr. Skoog
The following letter represents comments for this project specifically addressing the area
of alternative transportation. I have reviewed the drawings submitted for the April 19,
2017 Technical Advisory Committee meeting, and offer the following comments:
Alternative Transportation Review and Comments
1) The Bicycle and Pedestrian Plan requires the construction of a 10' asphalt path
along the project's entire 121St St frontage. Please revise the plans to include
and label this facility.
2) The Bicycle and Pedestrian Plan and the original approval of this subdivision
requires the construction of a 10' asphalt path along the subdivision's
frontages of 116St St and 121St St. Please ensure that these facilities will be
constructed in compliance with Bicycle and Pedestrian Plan and the originally
approved subdivision plan.
3) Please ensure that ADA accessible route with compliant ramps and crosswalks
will be provided across the island at in Prairie Falcon Dr.
4) Please provide an ADA accessible route with compliant ramps and crosswalks
will across the island in Eagleridge Lane between lots 92 and 97.
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.
Page 1
ONE CIVIC SQUARE CARMEL,INDIANA 46032 317/571-2417
1
.�. sae ...
/
,5,0
IMO iiisaL
!NDIpNp. DEPARTMENT OF COMMUNITY SERVICES
It is critical that this office be made aware of all modification made on the plans being re-
submitted, particularly if any such changes are considered "new"or fall outside of our
previous reviews. Please provide revised plans indicating 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.
The Department of Community Services reserves the right to provide additional
comments based on subsequent reviews.
If you have questions, please contact me at 571-2417.
Sincerely,
David Littlejohn
Alternative Transportation Coordinator
Department of Community Services
cc: Angie Conn, Department of Community Services
Engineering Department Review
Project File
Page 2
ONE CIVIC SQUARE CARMEL,INDIANA 46032 317/571-2417
Conn, Angelina V
C��wtktF-4//S
From: Conn, Angelina V
Sent: Wednesday, April 12, 2017 2:15 PM
To: 'skoogr@weihe.net'
Cc: 'Brady Kuhn'; 'paul@shoopmanhomes.com'; Lopez, Alexia K; Littlejohn, David W
Subject: Review comments,The Sanctuary at 116th Street, Section 2C (#17030018 SP)
Attachments: Sanctuary Path Requirement Memo, 2017 Bills Shoopman.pdf
Good afternoon, Rusty-
The Planning/Zoning Department's preliminary review comments are listed below for Secondary Plat Section 2C.
Additional comments might be voiced at or after the April 19 TAC meeting. Please address each item via letter or
email correspondence as soon as you can.If you would like to have a conference call or meet in person,please feel
free to contact us.Thank you.
Secondary Plat:
cJ Please provide digital copies of any revised plat or plans.
gi;.2 / Please provide copies of your correspondence with the TAC members and their correspondence with you.
o' Please
Please provide this Dept.with a copy of the Covenants&Restrictions for this neighborhood.
(At )
� Please add the Plan Commission docket numbers to the plat: 17030018 SP and 78-03 PP Amend
(03050038).
eiv... ' Please add the zoning classification to the plat:S-1/Residence-ROSO 111.
At the bottom of Page 1,please add Paul Shoopman's email address to the Developer's information.
esl(.7! Please add the phone number to the Owner info at the bottom on the plat sheet for Waterfront Homes.
0147,1( Is Eagleridge Lane going to be a one way street?
CI Will on street parking be allowed on Eagleridge Lane?
c -1O Sheet 1 - Please label the ROW width of West Rd.,south of Eagleridge Lane.
11. Sheet 2 -please add in the instrument no.for Section 2B.
oaf-12 Sheet 2-in light grey text there is reference to an existing storm sewer easement. Is that going to stay,or
going to be vacated? If it is going to stay, please make the light grey shade of text into a black color.
The lot numbers on the plat for each lot to do not match up with the lot numbers on the construction plans.
Please revise both to match up.
14 Please view and respond to the attached memo regarding the 116th Street multi-use path requirement.
WPlease verify with the Carmel Street Dept.and with the Carmel Engineering Dept.that they are okay with the
proposed planted medians in the right of way and that they are okay with it being platted as Common Area.
TA1 On Sheet 2,please add to the development standards that the Lot Cover Percentage is n/a.
Jr7J Sheet 3 - Please show the Vicinity Map as being more'zoomed in'to the site so that the text is more
legible. Also,please also make the Vicinity Map have less tones of grey and just be black/white,for ease of
reproduction.
E,41-- Sheet 4- Please remove the County Commissioners Certificate,as it is not needed.
19 Sheet 4-please fill in the instrument no. blank,in the Land Description.
l0 Please provide a copy of the filled out subdivider agreement form; see section 9.06 of the Subdivision Control
Ordinance,online at: http://www.carmel.in.gov/index.aspx?page=41&parent=256 .
1.' Please work with Dave Barnes in the City Engineering Dept.to get on a BPW(Board of Public Works) meeting
agenda, which has a filing deadline. His number is 571-2441,and his email address is dbarnes@carmel.in.gov.
i22. Staff has been advised that we cannot present a Secondary Plat to the Director for signature from this point
forward until Ms.Terry Krueskamp (tkrueskamp@carmel.in.gov) in Information Systems has received an e-
mail with an electronic file attached (MicroStation.dgn is preferred,or AutoCad.dwg of the subdivision) and
it(the e-mail) has been copied to myself(aconn@carmel.in.gov).
2-3.`) Please submit a revised Secondary Plat after making above-mentioned changes. Once these changes have
been made and comments addressed,please produce a Mylar copy(with the surveyor's and land owner's
signatures) for signature by this Department. Two paper copies of the plat must be filed with the Mylar prior
to recording,and two paper copies and an electronic copy of the scanned,recorded plat must be submitted
following recording of the document. Our approval of the secondary plat(signature)will be forthcoming
upon revision of the plans according to the items listed above.
EsLastly,please bmit a.pdf or.jpg file of the scanned,recorded plat.
ruon ' : U '
tctiPlans:Su - — YQ d0, -,-k cV 1 E{--z
�S�. Sheet C300 shows the entire area of the Eagleridge Lane"eyebrow" as being right of way,but isn't the island
going to be Block B-Common Area?The same question applies to the'eyebrow'around lots 49-52 (as
labelled on the plat) or lots 84-87 (as labelled on the construction plans).
6K--2-6-. Sheet C300-is the median/island within Prairie Falcon Drive going to be public right of way,or will it be
common area?
61,--,2i. Please add the street pavement cross-sections to the plans, for each street type/width proposed with this
plat. II
Please verify that 5-ft wide sidewalks will be locatpd on the fronts of each lot. •—Cl &GL Q(
kAA ejjtsl, 5 04 oC-- vi-e .\-- te-d
Sincerely,
Angie Conn, AICP I Planning Administrator
City of Carmel Planning &Zoning Dept.
1 Civic Square, 3rd Flr., Carmel, IN 46032
0: 317-571-2417 I F: 317-571-2426 I W: www.carmeldocs.com
2
Conn, Angelina V
From: Greg Ilko <gilko@crossroadengineers.com>
Sent: Tuesday,April 11, 2017 11:07 AM
To: Lopez, Alexia K; Conn, Angelina V; 'Greg Hoyes (Greg.Hoyes@hamiltoncounty.in.gov)';
Jordan, Alex;Thomas,John G
Cc: Bob Bleich
Subject: RE:April 19 Technical Advisory Committee Meeting Agenda
All-FYI:
9:00 a.m. Docket No. 17030016 TAC: Home Place Housing Gardens.
REVIEW LETTER EMAILED TO BRAD SCHRAGE(STRUCTUREPOINT) ON 04-06-17
9:15 a.m. Docket No. 17030017 SP: Woodside at West Clay.
REVIEW LETTER EMAILED TO BRIAN ROBINSON(STOEPELWERTH) ON 04-03-17
9:25 a.m. - Docket No.(t7030018 SP: The Sanctuary at 116th Street,Section 2C. --
REVIEW
REVIEW LETTER EMAILED TO RUSTY SKOOG(WEIHE) ON 04-10-17
9:40 a.m. Docket No. 17030025 DP/ADLS: Michigan Road Self-Storage
EMAILED ADAM DEHART(KEELER WEBB) ON 03-24-17 THAT NO CALCULATIONS
RECEIVED. STILL HAVE NOT RECEVIED CALCULATIONS.
9:55 a.m. Docket No. 17030026 Z: 111`h&Penn,C-2 Rezone.
WE WILL BE KICKING OUT A GENERAL DRAINAGE REVIEW COMMENT LETTER ON THIS
ONE LATER THIS WEEK OBVIOUSLY NOTHING TO REVIEW IN DETAIL,BUT THEIR
CONCEPTUAL DRAINAGE PLAN LOOKS INADEQUATE.
10:05 a.m. Docket No. 17030024 DP/ADLS: Carmel Coffee
WE HAVE NO RECORD OF RECEIVING ANYTHING ON THIS ONE.. . GREG?ALEX?JOHN?
1
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Suite 166
Surveyor of J(amilton County One.Namilton County Square
`Phone(317)776-6495 .Noblesville, Indiana 46060-2230
'Tax (317)776-9626
April 5, 2017
Weihe Engineers
ATTN: Rusty Skoog, Jr. PE, PS
10505 North College Avenue
Indianapolis, IN 46280
VIA E-MAIL: SkoogR@weihe.net
RE: Sanctuary at 116th Street—Section 2C
Dear Mr. Skoog:
We have reviewed the revised construction plans submitted to the Hamilton County Surveyor's
Office on March 20, 2017, for this project and have the following comments:
1. The proposed project falls in the incorporated area and MS4 jurisdiction of the City of
Cannel.
2. The proposed project DOES NOT fall in a Cannel Wellhead Protection Zone.
3. The proposed project falls in the Long Branch Regulated Drain Watershed.
4. Please submit the following procedural items: Petition for Regulated Drain Subdivision,
Subdivision Non-enforcement Agreement, engineer's estimate, and all associated bonds
for 120%of construction cost. The bonding includes storm sewers, SSD, and
monumentation.
5. Where does Str. 3004-A outlet, since the invert is 5 feet below the surrounding grade?
6. Since the lake is not really shown, it is hard to tell what is happening around Str. Ex
2702. It appears part of the area may be filled, so how is the upstream drainage system
connected to the lake?
7. Since the storm sewer crosses right under the edge of Block A,please add a 15'
Drainage Easement offset from the centerline of the storm sewer.
8. Please address all additional drainage review comments from Crossroad Engineers,
reviewer for the City of Carmel.
9. Please note that further comments may be necessary at a later date.
Should you have any questions, I can be reached at 317-776-8495.
Sincerely,
..5iLtei (111°.‘
Greg Hoyes, AC, CFM, CPESC
Plan Reviewer
CC: Angie Conn—Carmel DOCS
John Thomas—Cannel Engineering
Dave Barnes—Cannel Engineering
Greg Ilko—Crossroad Engineers
Paul Shoopman—Shoopman Homes
CITY OF CARMEL
JAMES BRAINARD, MAYOR
April 4, 2017
To: Mr. Paul Shoopman Sanctuary Project I LLC
11731 Cold Creek Ct. Attn: Mr.John Bilk
Zionsville, IN 460778534 YANKEE ST STE 2B
�j Dayton,OH 45458
From: Michael H ibaugh
Director, Department of Community Services
RE: Sanctuary- 116`h Street multi-purpose path
The Sanctuary Primary Plat was approved by the Carmel Plan Commission in 2003 (Docket 03050038
PP), with lot and infrastructure construction initiated in 2008(Section 1 Secondary Plat 08070031 SP)
and continuous construction of homes ongoing since 2013.
As the Sanctuary has built-out over the years, and the number of remaining unbuilt lots continues to
shrink, it is a growing concern of mine that completion of the approved thoroughfare plan
improvements along the 116th Street frontage has not been completed. Remaining to be constructed by
the development is+4930 feet of multi-purpose path along 116th Street (see attached copy of Primary
Plat). It is also my concern there appears to be a lack of ownership in that part of the Sanctuary
improvements.
Your response to this letter is requested, explaining your plan for construction and timeline of
completion of the 116th Street path. A letter response or meeting to discuss this matter will be
acceptable.
There is also some key information that you should know as you formulate a response;the City is in the
process of finalizing construction plans for various segments of multi-purpose path along 116th Street
between Towne Road and the Hamilton/Boone County Line, including those in conjunction with the
Sanctuary—with construction is slated for fall 2017 and/or or spring 2018. One possible solution to the
path construction could be an agreement between you and the City that would reimburse the City for
construction of the Sanctuary 116th Street path segments.
I look forward to your timely response and to discussion about this matter, as well as to the continued
success and completion of the Sanctuary.
Enc. Sanctuary Primary Plat
DEPAR I HENT OF COMM I:NITv SERVICE~
ONE CIVIC SQUARE, CARAMEL. IN 46032 PHONE 31.7.571.24.17, FAx 317.571.2=126
MICHAEL P. HOLLIRA'GH. DIRECTOR
Conn, Angelina V
From: Rusty Skoog (via Dropbox) <no-reply@dropbox.com>
Sent: Friday, March 17, 2017 11:48 AM
To: Conn,Angelina V
Subject: Rusty Skoog shared "Sanctuary 2C" with you
Hi angie,
Rusty Skoog(skoogr@weihe.net) invited you to edit the folder"Sanctuary
2C" on Dropbox.
Rusty said:
"Please find the attached DropBox link to the digital files for our TAC
submittal of Sanctuary at 116th Street-Section 2C Please call me i fyou
have any questions. Thanks Rusty Skoog Weihe Engineers 317-846-6611"
Go to folder
Enjoy!
The Dropbox team
Email secured by Check Point
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To: Carmel Planning/Zoning Department Project The Sanctuary at 116th Street—Section 2C
One Civic Square—3rd Floor Job#: W160409
Carmel, IN 46032 Phone: 317-571-2426
Atm: Angie Conn Fax:
Date: March 17, 2017 Re: TAC Submittal
We are sending you ® Attached ❑ Under separate cover via Delivery the following items:
❑ Shop Drawings ® Prints ❑ Copy of Letter
❑ Product Data ❑ Specifications ❑ Meeting Minutes
❑ Samples ❑ Change Order(s) ❑ Inspection Report
❑ ❑ Sketches/Drawings ®Application(s)for Payment
® Sets Document Document Description
❑ Copies Date Number
2 Construction Plans
2 Secondary Plat
1 Application for Secondary Plat and Check#69044 for$2,010
1 TAC Application and Check#69043 for$345
These are transmitted as indicated below:
❑Approved ❑ For Your Review or Use
❑Approved as Noted ® For Your Review&Comment
❑Not Approved, Revise and Resubmit ❑As Requested
❑Action Not Required ❑ For Your Records
❑Action Indicated on Item Transmitted ❑ For Your Approval
❑ For Signature. Return Copies to Us ❑
Remarks: Please review for the next TAC review. Thank you.
By:Alvin E. (Rusty) Skooq, Jr. PE, PS cc:
10505 North College Avenue I Indianapolis, IN 46280 I www.weihe.net I (317) 846-6611 I (800) 452-6408 I Fax: (317) 843-0546
Allan H.Weihe,P.E.,L.S.,-Founder