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Indianapolis, IN | St. Louis, MO | .www.weihe.net | (800) 452-6408 | Fax: (317) 843-0546
Allan H. Weihe, P.E., L.S. - Founder
INFORMATION PACKET
FOR THE
The Reserve at Spring Mill
Design Standards Waiver Request
Docket No. PZ-2021-00249 SW
Plan Commission Hearing Date: January 18, 2022
Related Items Previously Approved on 12/21/2021:
Docket No. PZ-2021-00197 PPA – Primary Plat Amendment
Docket No. PZ-2021-00226-V – Front Yard Setback Variance
Docket No. PZ-2021-00227-V – Side Yard Setback Variance
Prepared by Weihe Engineers, Inc.
for
Steve Pittman,
Pittman Family Real Estate Investors, LLC
Weihe Project No. W210497
The Reserve at Spring Mill Page 2 of 3 W210497
TABLE OF CONTENTS
1. Project Description
2. Design Standards Waiver Request
3. Location Map
4. Cul-de-sac Length Exhibit
5. Amended Primary Plat – Approved 12/21/2021
6. Findings of Fact Form
The Reserve at Spring Mill Page 3 of 3 W210497
1. Project Description
The Reserve at Spring Mill is a residential community on Spring Mill Road, ¼ mile south of
106th Street. It was developed in the 1990’s by Pittman Partners, LLC under the S-2 Cluster
development standards. The current zoning is S-2 since the Cluster development standards have
been repealed.
The Amended Preliminary Plat for the Reserve at Spring Mill, approved by the City of Carmel
Plan Commission in December 2021, will add four (4) lots to the development. This will be
made possible by extending Sanner Court approximately 200 ft. to the east of its current
terminus which will allow the two (2) large lots at the end of Sanner Court to be subdivided into
a total of six (6) lots that will be consistent in size with the lots in the existing community.
2. Design Standards Waiver Request
In Section 6 of The City of Carmel’s Unified Development Ordinance, a reference is made to
the maximum length of a cul-de-sac being 600 ft. as measured from the middle of the
intersection at the beginning of the cul-de-sac to the center point of the bulb. With the
extension of Sanner Court to create six (6) new lots in place of the two (2) existing lots, Sanner
Court as measured from the intersection to the center point of the bulb will be 697 ft. A waiver
of the design standard limiting a cul-de-sac to 600 ft. is requested to allow for Sanner Court to
exceed the maximum length by 97 ft.
EXHIBIT A
AREA LOCATION MAP
Date: November 22, 2021WEIHEweihe.net
Indianapolis, Indiana 46280
10505 N. College Avenue
317 | 846 - 6611E N G I N E E R S
W
S
N
E
PROJECT LOCATION
PRIMARY PLAT AMENDMENT TO THE
RESERVE AT SPRINGMILL REPLAT
8079787776757168SANNER COURTWSNEWEIHEweihe.netIndianapolis, Indiana 4628010505 N. College Avenue317 | 846 - 6611E N G I N E E R SRESERVE AT SPRINGMILLCARMEL, INDATE: JANUARY 7, 2022CUL-DE-SAC LENGTHPAGE 1 OF 1EXISTINGCUL-DE-SAC LENGTH - 496'PROPOSEDCUL-DE-SAC LENGTH - 697'
SANNER COURT
MILLRIDGE DRIVE
STM
STM
STM STMSTM
STMSTMSTMSTMSTMSTMSTMW
W
W
W
W
W
W W W W W W
80
79
78
77
7675
71
68
SANNER COURT
(PRIVATE STREET)ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netAMENDED PRIMARY PLAT FORKnow what's below.
before you dig.Call
R
W
S
N
E THE RESERVE AT SPRINGMILLP101PRIMARY DEVELOPMENT PLANSITE TBM
TBM#1
SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE
BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF
SANNER COURT.
ELEV. 841.80 (NAVD 88)
TBM#2
SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF
THE CUL-DA-SAC OF SANNER COURT.
ELEV. 842.89 (NAVD 88)
LEGEND
= RIGHT-OF-WAY LINE
= NORMAL POOL
= PROPOSED SANITARY SEWER LINE
= PROPOSED STORM SEWER LINE
= PROPOSED SANITARY SEWER MANHOLE
= PROPOSED STORM MANHOLE
= PROPOSED STORM INLET
D.U.&S.E.
= CONTOURS
= DRAINAGE, UTILITY AND SEWER EASEMENT
= BUILDING SETBACK LINE (B.S.L.)
= EASEMENT
ROW = RIGHT-OF-WAY
B-B = BACK TO BACK (CURB)
W = PROPOSED WATER
= REBAR FOUND
= RIGHT OF WAY MONUMENT FOUND
= TEMPORARY BENCH MARK
= OTHER MONUMENT
= ADJOINER
= PROPERTY BOUNDARY
W = EXISTING WATER
= PROPOSED CURB
= PROPOSED CENTERLINE
= SECTION LINE
= PROPOSED FIRE HYDRANT
= EXISTING STORM SEWER LINE
= EXISTING STORM MANHOLE
= EXISTING SANITARY SEWER MANHOLE
= PROPOSED SSD/LATERAL
= PROPOSED 4' CONCRETE WALK
FIRM MAP
No Scale
W
S
N
E
B.S.L.= BUILDING SETBACK LINE
*= ADA RAMP
G = EXISTING GAS LINE
MFPG = MINIMUM FLOOD PROTECTION GRADE
= EMERGENCY FLOOD ROUTING
PRIMARY PLAT
AMENDED PRIMARY PLAT FOR
THE RESERVE AT SPRINGMILL
SUBMITTAL: OCTOBER 20, 2021
REVISED: DECEMBER 8, 2021
DOCKET NO: PZ-2021-00197 PPA
SITE AREA: 3.49 AC +/-
ZONING: S-2
STM = PROPOSED SOLID WALL UNDERDRAIN
DRAINAGE BASIN COMPARISON
Filename: Primary Plat 2021 Page 7
FINDINGS OF FACT FORM
FOR PRIMARY PLAT CONSIDERATION
Carmel Plan Commission
Carmel, Indiana
DOCKET NO. ___________________ SUBDIVISION NAME: __________________________________
PETITIONER: _____________________________
_____ Based upon all the evidence presented by the petitioner and upon the representations and
certifications of the staff of the Department of Community Services, I determine that the plat
complies with standards of the Carmel Unified Development Ordinance.
_____ I hereby approve of the primary plat as submitted with the following specific conditions as agreed
to by the petitioner.
Condition 1. _________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
Condition 2. _________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
Condition 3. _________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
_____ I hereby disapprove of the primary plat as submitted for the following reasons:
1. __________________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
2. __________________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
3.__________________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
DATED THIS __________ DAY OF ______________________________, 20 _______.
_________________________________________
Commission Member
Revised 3/3/2021