CP#501
CP#502
Till Road
Coldwater Road
Beckett Run Natural Drain
Nat. Dr.
N87°56'19"W ~ 561.69'M.
(561.38'D.~Doc.#2016057812) (581.1'D.~Doc.#960065108)
Lot 2
N00°47'19"W ~ 389.49'M.
S65°37'09"E ~ 70.69'D.&M.
N88°00'38"E ~ 170.65'D.&M.
N88°20'38"E ~ 91.00'M.
S39°08'49"W ~ 112.75'D.&M.
S25°21'51"W ~ 134.71'D.&M.
N02°59'22"E 36.68'D.&M.
N29°33'16"E ~ 98.43'D.&M.
N48°02'29"E 51.72'D.&M.
N28°25'08"E 27.17'D.&M.
4.000 Acres
15"RCP
15"RCP Curb Cast Inlet
Rim:813.36' I.E.:808.96'SW I.E.:808.96'SE
15"RCP Sq. Beehive Inlet
Rim:803.27' I.E.:801.17'SE
Curb Cast Inlet Rim:804.07' I.E.:800.97'NW.
I.E.:800.92'SE 15"RCP
Manhole Rim:796.56' I.E.:789.76'NW I.E.:788.06'SE
6"PVC
6"PVC 8"PVC
8"PVC
Manhole Rim:789.11 I.E.:790.51'NE I.E.:788.91'SW 15"RCP
Curb Cast Inlet Rim:798.21' I.E.:794.06'SE
15"RCP
Curb Cast Inlet Rim:797.63' I.E.:794.18'SE
Manhole Rim:798.25' I.E.:787.35'NE I.E.:784.85'NW I.E.:784.85'SE 24"PVC
24"PVC Approx. Manhole
Location Per GIS Maps
15"RCP
Curb Cast Inlet Rim:799.04' I.E.:795.74'SW (Floodway in Zone "AE")
(Zone "AE")
(Zone "X")
30"RCP I.E.:790.20'S 36"CMP I.E.:790.09'S
36"CMP I.E.:789.25'N 30"RCP I.E.:789.78'N 48"CMP I.E.:790.64'N 48"CMP I.E.:790.30'S
48"CMP
36"CMP 30"RCP
TBM#7777
N
30 15 0 30
Scale 1" = 40 ft
IN WITNESS WHEREOF, I hereunto place my hand and
I hereby certify that to the best of my knowledge and belief this plat represents a survey conducted under my supervision in accordance with Title 865 IAC 1-12-1 thru 30.
seal this 21st day of October, 2020.
For: Johnston
A = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) B = 3/8"Steel Rebar Found (Flush/No History) C = 4"Steel Post Found 1.8'S of Actual D = 5/8"Steel Rebar Found (Flush/No History) E = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush)
and 1/2"Steel Rebar w/"0042" id. Cap Found 5.00'NE of Actual (Flush) F = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) G = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) H = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) I = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) J = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) K = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) L = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) M = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush) N = 8"x8"Concrete Post Found
O = Railroad Rail Found P = 8"x8"Concrete Post Found 8.5'W & 0.5'S of Actual Q = 1/2"Steel Rebar w/"Franke" id. Cap Found (Flush) R = 1/2"Steel Rebar Found (-0.2'/No History) S = 1/2"Steel Rebar Found (Flush/No History) T = 1/2"Steel Rebar Found (-0.1'/No History) U = 1"Bar in Highway Box Found (Flush) V = 1"Bar in Highway Box Found (Flush) Donovan Engineering
Survey Date: May 10, 1993 Record No. 93-033998
The Turnbell Group Survey No. 89-13 Survey Date: September 27, 1989
Record No. 89-38984
Reference Survey
Site
This property is within Zone "X" (areas determined to be outside the 0.2% annual chance floodplain), Zone "AE"
(special flood hazard areas (SFHAs) subject to inundation by the 1% annual chance flood with base flood elevations determined), and within Floodway Areas in Zone "AE" (the floodway is the channel of a stream plus any adjacent floodplain areas that must be kept free of encroachment so that the 1% annual chance flood can be carried without substantial increases in flood heights) as defined by the FIRM (Flood Insurance Rate Map) for the City of Fort Wayne, Indiana, Community No.180003, Panel No.0170G, dated August 3, 2009.
Lot 2, Jacob H. Feichter's Subdivision in Section 1, Washington Township, Allen County, Indiana as recorded in Plat Record 14B, page 76 in the Office of the Allen County Recorder, Feichter's Subdivision, more specifically described as follows: Beginning at the Southwest corner of the Southeast Quarter of the Northwest Quarter of Section 1, Township 31 North, Range 23 East; thence North on an assumed bearing, 416.9 feet to a Railroad tie anchor post set in concrete; thence South 87 degrees 6 minutes East, 581.4 feet to a Railroad tie anchor post situated on the West right-of-way line of U.S. Highway #27; thence South 29 degrees 51 minutes West, on and along said West right-of-way line, 297.4 feet to an iron pin on the centerline of Old Coldwater Road; thence South 32 degrees 17 minutes West on and along the centerline of said Coldwater Road, 168.5 feet; thence South 89 degrees 7 minutes West, 319.3 feet to the place of beginning containing 4.29 acres more or less and subject to all legal highway.
*The portion of the above described description in red does not appear in Document Number 960065108, however it does appear in previous deeds (one of which is Document Number 72-11482) that transfed the same property. It is assumed that this portion of the legal description was omitted in error in Document Number 960065108
Not to Scale
Vicinity Map
Record Description - Doc.#960065108
Flood Plain Certification
Location and sizes of underground utilities are shown from best available record drawings and/or field markings. Utility lines shown hereon are approximate in location and intended for reference only. Call Indiana Underground Plant Protection Services (IUPPS) at 1-800-382-5544 for field marked location of utilities prior to any excavation.
- Indiana Underground Plant Protection Services (IUPPS) Locate Number For This Project:
2008143540
American Electric Power - Electric Comcast Cable (Fort Wayne) - Cable TV Crown Castle - Communications
Fort Wayne, City of - Water, Traffic Lights, Sewer Frontier - Telephone
IN Fiber Network DBA Intelligent Fiber Network - Fiber Optic KEPS Technologies DBA ACD.NET - Fiber Optic
NIPSOC Gas (Fort Wayne) - Gas Northeastern R.E.M.C. - Electric
Elevations are based upon a INCORS (Indiana Continuously Operating Reference Station Network) Indiana East.
Datum = North American Vertical Datum (NAVD88).
The locations and dimensions of all building structures on the face of the survey (if applicable) are not intended for structural design.
Notes
No.LS20300059 STATE OF
ED
I L
V E R E
N D A
B L
M T R.
T
N IS
D
U
G RE
I
S
TER
IANA
R R
R L E
Y O
Certification
Monument Legend Control Table
Bearing Basis: InGSC, Allen County
Symbol and Line Legend
Y O LE
R R
R
NA A I
ER T
S
I REG
U
D IS
N
T T R M .
L B
A N D R E
V E IL
ED
STATE OF No.LS20300059
Brett R. Miller P.S.
PREPARED FOR:
REVISIONS :
Drawn By: CAM Chk'd By: BRM
Date : October 21, 2020
Project No.: 20085663
IAC Title 865 Boundary Survey Brett R. Miller, P.S. No.LS20300059 www.mlswebsite.us 10060 Bent Creek Blvd. Phone: (260) 489-8571 Fort Wayne, IN 46825 Fort Wayne Office 221 Tower Drive Phone: (260) 692-6166 Monroe, IN 46772 Monroe Office
Sheet Number
Fort Wayne, IN 46825 (260) 489-0109
RCI Development
10050 Bent Creek Blvd.
Jacob H. Feichter's Subdivision - Pt. Lot 2
Miller Land Surveying, Inc.
Precision and Professionalism is where we draw the line.
Robert J. Marucci, P.S. No.LS20400028 Brett R. Miller, P.S. No.LS20300059
221 Tower Drive
Phone: (260) 692-6166 Monroe, IN 46772 Corporate Office
www.mlswebsite.us
10060 Bent Creek Blvd.
Phone: (260) 489-8571 Fort Wayne, IN 46825 Fort Wayne Office
SURVEY COMPLETED BY:
C1.0
TOPOGRAPHIC SURVEY Derek J. Simon, P.E. No. 11500716
Engineering Your Tomorrow...Today
PURPOSE OF SURVEY:
The purpose of this survey was to retrace the remainder of an existing tract described in Document Number 960065108 in the Office of the Recorder of Allen County, Indiana. Said existing tract being part of Lot 2 in Jacob H. Feichter's Subdivision as shown in Plat Book 14B, Page 76 in the Office of said Recorder. Located at 9727 Coldwater Road, Fort Wayne, Indiana.
In accordance with Title 865, Article 1, Rule 12, Section 1 through 30 of the Indiana Administrative Code, the above theory of location was based up the following opinions and observations a result of uncertainties in lines and corners because of the following:
A) AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS
The monuments found are shown on the survey and listed on the survey under monument legend.
The existing monuments of the Public Land Survey corners were held as controlling corners and were used as the basis for this survey. The corners of the subject tract are marked and labeled as shown on the survey drawing. Uncertainties based on existing monuments are not readily determinable due to the use of said local corners. The following monuments were accepted as the location of the Public Land Survey corners.
· Southwest corner Northwest Quarter: Section 1,T31N,R12E: Survey Marker Nail (-0.0, Per Co. Witness)
o
This corner is witnessed in the Allen County Surveyor's Office, and this survey maker nail's location checkswith distances from county witness posts.
- The South line of the Northwest Quarter of Section 1,T31N,R12E was established per the above referenced Southwest corner and by a 1” bar in a highway box labeled as monument “V” on the survey drawing.
B) OCCUPATION OR POSSESSION LINES
There were no uncertainties based on visual inspection of occupation or possession lines.
C) CLARITY OR AMBIGUITY OF DESCRIPTIONS
There were ambiguities found within the descriptions used for the survey. Documents used include:
1. Document Number 960065108
- A portion of this legal description appears to be missing from Document Number 960065108. See note under Record Description on the survey drawing.
2. Document Number 2013062692 3. Document Number 2016057812 4. Document Number 200071182 5. Document Number 200066412 6. Document Number 200044607
7. Survey completed by Donovan Engineering dated May 10, 1993 recorded as Document Number 96-033998.
8. Survey completed by The Turnbell Group as Survey Number 89-13 dated September 27, 1989 and recorded as Document Number 89-38984.
9. Plat of Jacob H. Feichter's Subdivision (Plat Book 14B, Page 76) D) THEORETICAL UNCERTAINTY OF THE MEASUREMENTS
Based on the use of the property (commercial property, industrial property, condominiums, townhouses, apartments, multiunit developments-- single family residential subdivision lots--real estate lying in rural areas) the acceptable relative positional accuracy is rural survey 0.26 feet (79 millimeters) plus 200 ppm.
THEORY OF LOCATION:
The West (389.49 feet) line of the subject tract was established per the West line of Lot 2 in Feichter's Subdivision, which was established as being 1311.46 feet East of the Southwest corner of the Northwest Quarter of Section 1 as measured along the South line of said Northwest Quarter (Per Document Number 200066412) at its South end, and by a found 3/8” steel rebar labeled on the survey drawing as monument “B” at its North end. This 3/8” steel rebar was also found to be the deed distance of 15.10 feet (Per Document Number 2016057812) South of the North line of said Lot 2.
The North (561.69 feet) line of the subject tract was established per the previously described 3/8” steel rebar at its West end, a 5/8” steel rebar labeled on the survey drawing as monument “D”, and by deed angles and distances as shown in Document Number 2016057812 at its East end. The location of the East end of this line was also verified by angles and distances as described for the 0.333 acre tract in Document Number 200066412. The Easterly (27.17 feet, 98.43 feet, 36.68 feet, 134.71 feet, and 112.75 feet) lines of the subject tract were established per the Westerly lines of said 0.333 acre tract in Document Number 200066412, which were established per deed angles and distances. The South (91.00 feet) line of the subject tract was established per the South line of said Northwest Quarter, which was established under
“Availability and Condition of Reference Monuments” above. The remaining Southerly (70.69 feet and 170.65 feet) lines of the subject tract were established per the Northerly lines of the 0.142 acre tract in Document Number 200066412, which were established per deed angles and distances.
This survey is valid only with original signature and seal, full payment of invoice, and complete with all pages of survey. The information shown on the survey documents is intended for this transaction only as dated on said survey documents. Any reuse without written verification and adaptation by the land surveyor for the specific purpose intended will be at the users' sole risk and without liability or legal exposure to the land surveyor.
Since the last date of field work of this survey, conditions beyond the knowledge or control of Miller Land Surveying, Inc. may have altered the validity and circumstances shown or noted hereon.
I affirm, under the penalties for perjury, that I have taken reasonable care to redact each Social Security number in this document, unless required by law, Brett R. Miller.
The commitment for title insurance was not provided at the time of this report, nor did the surveyor perform a title search. An abstract or title search may reveal additional information affecting the property.
Surveyor's Report
Point #
501 502 7777
Northing
216199.462 216393.509 216235.039
Easting
764603.179 764976.453 764852.752
Elevation
824.830' 802.793' 813.369'
Description
5/8"Steel Rebar w/"Miller" Control Cap id.
5/8"Steel Rebar w/"Miller" Control Cap id.
Northeast Bonnet Bolt on Fire Hydrant
Washington Township, Section 1,T31N,R12E 9727 Coldwater Road, Fort Wayne, Allen Co., IN
PROPOSED FEATURES LEGEND
= DRY DETENTION POND
PROPOSED RIGHT-OF WAY LINE
= CONCRETE SIDEWALK / PAVEMENT
= ASPHALT PAVEMENT
STORM PIPE AND END SECTION SANITARY PIPE
WATER PIPE CLEANOUT STORM INLET
(D) DRAINAGE STRUCTURE WATER VALVE / FIRE HYDRANT (FDC) FIRE DEPT. CONNECTION
(PIV) GATE VALVE WITH POST INDICATOR LIGHT POLE WITH FULL CUT-OFF FIXTURE BUILDING SETBACK LINE
EXISTING PROPERTY / RIGHT-OF-WAY LINE
Till Road
Coldwater Road
Beckett Run Natural Drain
Nat. Dr.
6"PVC 6"PVC
8"PVC
8"PVC
27"RCP 27"RCP
8"PVC
8"PVC (Floodway in Zone "AE")
PROPOSED BUILDING 3-STORY (70,000 S.F.) BASEMENT (23,000 S.F.)
F.F.E.
= 815.50
100' 50' 230'
20'
1-STORY DRIVE-THRU
OFFICE
DRY DETENTION POND TOP OF BANK = 804.00
35' FRONT BUILDING SETBACK
35' FRONT BUILDING SETBACK
35' FRONT BUILDING SETBACK 25' SIDE BUILDING SETBACK
50' REAR BUILDING SETBACK
35' FRONT BUILDING SETBACK
PROPOSED RIGHT-OF-WAY
10'
PROPOSED RIGHT-OF-WAY 5'
10'
11.27' PROPOSED RIGHT-OF-WAY
1.42'
PROPOSED RIGHT-OF-WAY AR ZONING - LOW
INTENSITY RESIDENTIAL
AR ZONING - LOW INTENSITY RESIDENTIAL
AR ZONING - LOW
INTENSITY RESIDENTIAL AR ZONING - LOW
INTENSITY RESIDENTIAL
C1 ZONING - PROFESSIONAL OFFICE & PERSONAL SERVICES
C1 ZONING - PROFESSIONAL OFFICE & PERSONAL SERVICES
C1 ZONING - PROFESSIONAL OFFICE & PERSONAL SERVICES 50' REAR BUILDING SETBACK
25' SIDE BUILDING SETBACK
R40' R40'
72.36'
102.07'
R30' R80'
R50'
R50'
101.34'
96.04'
61.38'
56.75'
24' 20' 9'
8'
6'
6.5'
6'
5'
5'
40.6'
5'
5' 5'
R20' 8'
42'
65.53'
R4.5' 10' 30'
15.5' 11'
65.45' 34.44'
63.64'
INDIANA DEPT. OF NATURAL RESOURCES (DNR) PERMIT FOR WORK IN FLOODWAY
ABOVE BASE FLOOD ELEVATION (BFE)
RETAINING WALL& GUARDRAIL BASEMENT LEVEL
EMERGENCY EXIT BASEMENT LEVEL
EMERGENCY EXIT 132 FEET OF 6-FOOT TALL
SOLID WOOD FENCE
FIRE HYDRANTASSEMBLY FIRE SERVICE LINE
TO SPRINKLER RISER ROOM
FIRE DEPARTMENTCONNECTION 1" DOMESTIC WATER
SERVICE LINE TO OFFICE
6" SANITARY SERVICE LATERAL FROM OFFICE
12" x 8" WATER TAP
25± FOOT DEEP SANITARY TAP WITH EASEMENT FROM PROPERTY OWNER
DIRECTIONAL DRILL SANITARY LATERAL UNDER
COLDWATER ROAD
CONCRETE CURB AND ASPHALT FOR DRIVEWAY CLOSURE ASPHALT PAVEMENT FORTRUCK TURN-AROUND
LIGHT POLE LIGHT
POLE
LIGHT POLE
DUMPSTER ENCLOSURE
PREPARED FOR:
Brett R. Miller, P.S. No.LS20300059 10060 Bent Creek Boulevard Phone: (260) 489-8571 Fort Wayne, IN 46825
Fort Wayne Office 221 Tower Drive Phone: (260) 692-6166 Monroe, IN 46772
Monroe Office
Design By: GML Chk'd By: DJS Date: 12-01-20
Project No.: 20085663 Sheet Number
Primary Development Plans
9727 Coldwater Road Fort Wayne, Indiana 46825
Till Road Storage Engineering Your Tomorrow...Today Derek J. Simon, P.E. No.PE11500716
RCI Development 10050 Bent Creek Blvd Fort Wayne, IN 46825
(260) 489-0109
REVISIONS:
DESIGN REVIEW
NOT FORCONSTRUCTION
DESIGN REVIEW
NOT FORCONSTRUCTION
Robert L. Gaffer, P.E. No.PE11600325 Site Plan
PDP-1
N
0
30 15 30
Scale 1 in. = 30 ft.
ALLEN COUNTY SOIL SURVEY MAP
NOT TO SCALE
FLOOD INSURANCE RATE MAP (FIRM)
NOT TO SCALE AUGUST 3, 2009 / MAP# 18003C0170G
PROJECT SITE VICINITY MAP
NOT TO SCALE
CONSTRUCTION START DATE:
CONSTRUCTION END DATE:
SANITARY UTILITY SERVICE:
WATER UTILITY SERVICE:
STORMWATER OUTLET:
PARCEL ADDRESS:
TOWNSHIP NAME:
TOWNSHIP SECTION:
AR - LOW INTENSITY RESIDENTIAL
CITY OF FORT WAYNE CITY OF FORT WAYNE
9727 COLDWATER RD, FORT WAYNE, INDIANA 46825
SECTION 1
JULY 2021 OCTOBER 2022
PARKING REQUIREMENT: 1 PER 400 SQ. FT. OF OFFICE = 2 SPACES
BECKETT RUN NATURAL DRAIN NUMBER OF BUILDINGS:
TOTAL BUILDING FOOTPRINT:
(1) 3-STORY BUILDING WITH BASEMENT 24,000 SQ.FT.
TOTAL LOT ACREAGE OF (AC):
TOTAL LOT COVERAGE OF (AC):
4.00 ACRES
1.38 ACRES (35% IMPERVIOUS LOT COVERAGE) PROPOSED USE: CLIMATE CONTROLLED STORAGE FACILITY
PROJECT SUMMARY
CURRENT ZONING CLASSIFICATION:
PARKING PROVIDED : 21 REGULAR SPACES / 2 ADA ACCESSIBLE SPACES WASHINGTON
UNDEVELOPED / VACANT CURRENT USE:
TOTAL PARKING = 23 SPACES TOTAL BUILDING SQUARE FOOTAGE 93,000 SQ.FT.
C3 - GENERAL COMMERCIAL PROPOSED ZONING CLASSIFICATION:
SITE LIGHTING: SITE LIGHTING WILL BE DESIGNED TO COMPLY WITH THE ZONING ORDINANCE AND SUBMITTED TO DPS FOR REVIEW AND PERMITTING DURING THE SECONDARY DEVELOPMENT PLAN PROCESS.
SIGNAGE: SIGNAGE FOR FACILITY WILL BE MOUNTED ON THE PROPOSED BUILDING AND DESIGNED COMPLY WITH THE ZONING ORDINANCE AND SUBMITTED TO DPS FOR REVIEW AND PERMITTING DURING THE SECONDARY DEVELOPMENT PLAN PROCESS.
LANDSCAPING: SEE SHEET PDP-2 FOR LANDSCAPE PLAN SHOWING BUFFER YARDS AND
MINIMUM PLANTINGS PER ORDINANCE REQUIREMENTS.
PROPOSED FEATURE LEGEND
= CONCRETE PAVEMENT / SIDEWALK
= ASPHALT PAVEMENT
= GRASS / YARD
= BUILDING FOOTPRINT
= (8) SHADE TREE
= (10) LARGE SHRUB
= (8) EVERGREEN TREE
= DRY DETENTION POND
= (40) SMALL SHRUB
Till Road
Coldwater Road
Beckett Run Natural Drain
Nat. Dr.
PROPOSED BUILDING DRIVE-THRU
OFFICE
DRY DETENTION POND
PREPARED FOR:
Brett R. Miller, P.S. No.LS20300059 10060 Bent Creek Boulevard Phone: (260) 489-8571 Fort Wayne, IN 46825
Fort Wayne Office 221 Tower Drive Phone: (260) 692-6166 Monroe, IN 46772
Monroe Office
Design By: GML Chk'd By: DJS Date: 12-01-20
Project No.: 20085663 Sheet Number
Primary Development Plans
9727 Coldwater Road Fort Wayne, Indiana 46825
Till Road Storage Engineering Your Tomorrow...Today Derek J. Simon, P.E. No.PE11500716
RCI Development 10050 Bent Creek Blvd Fort Wayne, IN 46825
(260) 489-0109
REVISIONS:
DESIGN REVIEW
NOT FORCONSTRUCTION
DESIGN REVIEW
NOT FORCONSTRUCTION
Robert L. Gaffer, P.E. No.PE11600325 Landscape Plan
PDP-2
N
0
30 15 30
Scale 1 in. = 30 ft.
