proposed features legend€¦ · 50250 50 pdp-1 scale 1 in. = 50 ft. n allen county soil survey map...
TRANSCRIPT
PROPOSED FEATURES LEGEND
= DRY DETENTION POND
BUILDING SETBACK LINE
PROPERTY LINE
STORM PIPE
SANITARY PIPE
WATER PIPE
6' TALL SOLID FENCE
= CONCRETE SIDEWALK / PAVEMENT
= PAVEMENT SECTION (LIGHT DUTY)
STORM / SANITARY CLEANOUT
STORM CATCH BASIN / INLETS
(D) DRAINAGE / (S) SANITARY STRUCTURE
WATER VALVE / FIRE HYDRANT
BLOW-OFF ASSEMBLY
(FDC) FIRE DEPT. CONNECTION
(PIV) GATE VALVE WITH POST INDICATOR
LIGHT POLE
Lave
rne
Ave
nue
C Baldwin Legal Open DrainL
Nevada St.
#18 #17
#20
#19
#22
#21
#24#23 #26#25
#16
#15
#14
#13
#12
#11
#10
#9
#8 #7
#6#5
#4#3
#2#1
20x20PAVILION
(4) GardenBoxes
MaintenanceGarage
400 Sq.Ft.
25' Building Setback
25' Building Setback
25' Building Setback
25' Building Setback
25' Building Setback
25' Building Setback
25' Building Setback
25' Building Setback
Dry Detention Pond
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Design By: JJS/GMLChk'd By: DJS
Date: 07-07-2020
Project No.: 11011573-2020
Sheet Number
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468
18(2
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97-9
000
STATE OFPE11500716
NO.
DE
REK J . SIMON
REGI STERED
PROFESS IONAL ENGINEE
R
INDIANA
Derek J. Simon, PE
Isab
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Gar
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Dev
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PDP-150 0 5025
Scale 1 in. = 50 ft.
N
ALLEN COUNTY SOIL SURVEY MAPNOT TO SCALE
FLOOD INSURANCE RATE MAP (FIRM)NOT TO SCALE AUGUST 3, 2009 / MAP# 18003C0186G
PROJECT SITE VICINITY MAPNOT TO SCALE
CONSTRUCTION START DATE:CONSTRUCTION END DATE:
PARCEL ADDRESS:TOWNSHIP NAME:TOWNSHIP SECTION:
R3 MULTIPLE FAMILY RESIDENTIAL
1607 LAVERNE AVENUE, FORT WAYNE, IN 46805SAINT JOSEPH SECTION 32
JULY 2021OCTOBER 2022
NUMBER OF BUILDINGS: 13 DUPLEX BUILDINGS (26 UNITS)1 MAINTENANCE BUILDING
R3 ZONING
PROJECT SUMMARY
ZONING CLASSIFICATION:
R3 ZONING
RP ZONING
BUILDING GROSS FLOOR AREA: 35,514 SQ.FT.
TOTAL LOT ACREAGE OF (AC):TOTAL LOT COVERAGE OF (AC):
10.57 ACRES3.38 ± ACRES (32% IMPERVIOUS)
PARKING REQUIREMENT : 1 PER DWELLING UNIT X 26 UNITS = 26 SPACES PARKING PROVIDED : 26 PARKING SPACES
SANITARY UTILITY SERVICE:WATER UTILITY SERVICE:STORMWATER OUTLET:
CITY OF FORT WAYNECITY OF FORT WAYNEDETENTION BASIN TO BALDWIN LEGAL NO.2 DRAIN
R3 MULTIPLE FAMILY RESIDENTIAL PROPOSED USE:
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PROPOSED FEATURE LEGEND
PROPERTY LINE
= CONCRETE PAVEMENT
= ASPHALT PAVEMENT
= DRY DETENTION POND
= GRASS
= BUILDING FOOTPRINT
= SHADE TREE
6' TALL SOILD FENCE
DRY DETENTION POND
ALTERNATE LANDSCAPE PLAN FORB-3 (EXISTING TREE LINE TO REMAIN)
ALTERNATE LANDSCAPE PLAN FORB-3 (EXISTING TREE LINE TO REMAIN)
6' TALL SOLID PRIVACY FENCE
6' TALL SOLID PRIVACY FENCE
6' TALL SOLID PRIVACY FENCE
#18 #17
#20
#19
#22
#21
#24#23 #26#25
#16
#15
#14
#13
#12
#11
#10
#9
#8 #7
#6#5
#4#3
#2#1
20x20PAVILION
(4) GardenBoxes
MaintenanceGarage
400 Sq.Ft.
Bret
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P.S. N
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0300
059
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(260
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1Fo
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, IN
468
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Phon
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60) 6
92-6
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Mon
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IN
467
72
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Off
ice
Design By: JJS/GMLChk'd By: DJS
Date: 07-07-2020
Project No.: 11011573-2020
Sheet Number
En
gin
ee
rin
g Y
ou
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om
or
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w..
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da
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Dere
k J. S
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, P.E.
No.P
E115
0071
6
REVI
SION
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Prim
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Dev
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t Pl
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ndia
na 4
6805
4530
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chan
t Ro
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, IN
468
18(2
60) 4
97-9
000
STATE OFPE11500716
NO.
DE
REK J . SIMON
REGI STERED
PROFESS IONAL ENGINEE
R
INDIANA
Derek J. Simon, PE
Isab
elle
Gar
dens
- L
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Land
scap
e Pl
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PDP-250 0 5025
Scale 1 in. = 50 ft.
N
B-3 PERIMETER LANDSCAPE
B-3 PERIMETER LANDSCAPE
B-3 PERIMETER LANDSCAPE
RP ZONING
R3 ZONINGR1 ZONING
R3 ZONING
RP ZONING
B-3 PERIMETER LANDSCAPE
B-3 PERIMETER LANDSCAPE
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CP#501
Curb Cast InletRim:781.12'I.E.:777.12'N.I.E.:777.22'E.
Curb Cast InletRim:781.08'I.E.:776.13'N.I.E.:776.13'S.
Curb Cast InletRim:781.18'I.E.:774.33'NE.I.E.:775.18'E.I.E.:774.88'S.I.E.:773.68'W.
CP#502
TBM#7777
ManholeRim:781.89'
I.E.:768.29'NE.I.E.:766.69'S.
I.E.:766.59'W.Manhole
Rim:778.09'I.E.:765.64'NW.
I.E.:765.69'E.
ManholeRim:768.97'
I.E.:751.07'N.I.E.:764.12'SE. (18")I.E.:751.97'SE. (15")
I.E.:750.92'W.
Beehive InletRim:768.19'
I.E.:765.89'NW.
Beehive InletRim:768.37'
I.E.:765.57'N.I.E.:765.62'S.
ManholeRim:767.87'
I.E.:751.97'N.I.E.:751.87'S.
12" Retaining WallF.F.:775.15'
ManholeRim:778.42'I.E.:754.72'NE.I.E.:754.72'S.
ManholeRim:780.00'
I.E.:754.90'NE.I.E.:754.80'SW.
24"HDPEI.E.:771.96'NE.
12"HDPEI.E.:768.49'NE.
ManholeRim:780.85'
I.E.:775.25'E.I.E.:775.05'S.
ManholeRim:772.63'I.E.:755.43'E.I.E.:755.23'SW.
ManholeRim:768.55'I.E.:758.35'NE.I.E.:757.15'E.I.E.:757.35'SW.
Beehive InletRim:761.86'
I.E.:757.86'W.
ManholeRim:763.11'
I.E.:752.51'N.I.E.:752.31'S.
I.E.:754.11'W.
ManholeRim:768.15'I.E.:753.45'E.I.E.:753.25'W.
CP#503
TBM#7778
CP#504
CP#505
54"RCPI.E.:757.13'NE.
State Boulevard
Lake Avenue
Laverne Avenue
(25'R/W
)
Distribution EasementDoc.#2012066870
Manhole(Water Quality Unit)
Rim:777.76'
Manhole(Water Quality Unit)
Rim:777.46'
12"HDPEI.E.:766.94'SE.
Sanitary Sewer EasementDoc.#2016058254
Storm Sewer &Detention Basin Easement
Doc.#2012033397
Utility EasementDoc.#2011027676
Storm Sewer &Detention Basin Easement
Doc.#2012033397
Point of Commencement
6.273 Ac.
Point of Beginning
10.576 Ac.
15' Storm Sewer EasementDoc.#2012033397
N02
°36'
40"W
~ 7
39.9
8'
N87°27'42"E ~ 546.12'
N86°50'58"E ~ 164.21'N46
°50'58
"E
59.48
'
N86°50'58"E ~ 210.18'
S02°
36'4
0"E
~ 13
4.45
'
S87°43'08"W ~ 312.00'D.&C.
S02°36'40"E ~ 36.80'
S87°30'50"W ~ 165.00'P.&C.N02°36'40"W ~ 59.80'D.&C.
S87°39'10"W ~ 165.00'P.&C.
S02°36'40"E ~ 4.00'S87°34'28"W ~ 165.00'P.&C.
18"HDPE
18"H
DPE
18"H
DPE
12"HDPE
15"H
DPE
24"HDPE
6"VCP
6"VC
P
15"V
CP
15"VCP
15"VCP
18"VCP
8"PVC
8"PV
C
18"V
CP18
"VCP
12"RCP 12"H
DPE
12"H
DPE
54"RCP
54"R
CP
54"R
CP
54"R
CP
54"RCP30"RCP
54"RCP
12"HDPE
12"H
DPE
18"VCP18"VCP
6"VCP
12"RCP
S03°
09'0
2"E
~ 66
9.71
'
S87°27'42"W ~ 165.00'P.&C.
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STATE OF
No.LS20300059
Brett R. Miller P.S.
PREPARED FOR:
REVI
SION
S :
Drawn By: BPJChk'd By: BRM
Date : May 18, 2020
Project No.: 11011573_2020
SECO
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1Fo
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468
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Sheet Number
Ryke
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serv
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2
SEAL:
Fort Wayne, IN 46818(260) 497-9000
Keller Development4530 Merchant Road
J.H.
Feic
hter
's G
arde
n View
Add
ition
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) 692-6166Monroe, IN 46772
Corporate Office
www.mlswebsite.us
10060 Bent Creek Blvd.
Phone: (260) 489-8571Fort Wayne, IN 46825
Fort Wayne Office
SURVEY COMPLETED BY:
C1.0
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SU
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Dere
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.E. N
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N60 0 6030
Scale 1" = 60 ftBearing Basis: Indiana East SPC 1983
Vicinity Map
Site
Not to Scale
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 surveyconducted under my supervision in accordance with Title 865 IAC 1-12-1 thru 30.
seal this 19th day of May, 2020.
For: Keller Development No.LS20300059STATE OF
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Certification
Part of Lots Numbered 7, 8, 9, 10, 11 and 12 of the J.H. Feichter's Garden View Addition to Fort Wayne, Allen County, Indiana,based on an original survey by Brett R. Miller, Indiana Professional Surveyor Number 20300059 of Miller Land Surveying, Inc.,Survey No. 11011573_2020, dated May 18, 2020 and being more particularly described as follows:
Commencing at the Southwest corner of the Northeast Quarter of the Southwest Quarter of Section 32, Township 31 North,Range 13 East, St. Joseph Township, Allen County, Indiana; thence South 87 degrees 27 minutes 42 seconds West (Indiana EastSPC, 1983 bearing and basis of bearings to follow), a distance of 18.00 feet to the West right-of-way line of Laverne Avenue;thence South 02 degrees 36 minutes 40 seconds East, a distance of 626.95 feet along the West right-of-way line of LaverneAvenue, also being parallel with and 18.00 feet West of the East line of said Lot Numbered 12 to a 5/8” steel rebar witha “Miller Firm #0095” identification cap on the South line of an existing 6.273 acre tract described in DocumentNumber 2012033394 in the Office of the Recorder of Allen County, Indiana, said point also being the POINT OF BEGINNINGof the herein described tract; thence continuing South 02 degrees 36 minutes 40 seconds East, a distance of 134.45 feet alongsaid right-of-way line to a 5/8” steel rebar with a “Miller Firm #0095” identification cap on the North line of an existing tractdescribed in Document Number 2019010991 in the Office of the Recorder of Allen County, Indiana; thence South 87 degrees 43minutes 08 seconds West, a distance of 312.00 feet along said North line to a point on the West line said Lot Number 11, saidpoint being referenced by a ½” steel rebar 0.26 feet North and 0.09 feet West; thence South 02 degrees 36 minutes 40 secondsEast, a distance of 36.80 feet along said West line to a point on the North line of an existing tract described in DocumentNumber 980050488 in the Office of the Recorder of Allen County, Indiana, said point being referenced by a 3/8” steelrebar 0.33 feet North and 1.25 feet West; thence South 87 degrees 30 minutes 50 seconds West, a distance of 165.00 feet alongsaid North line to a point on the West line of said Lot Number 10, said point being referenced by a ½” steel rebar 0.97 feet Northand 1.08 feet West; thence North 02 degrees 36 minutes 40 seconds West, a distance of 59.80 feet along said West line to apoint on the North line of an existing tract described in Document Number 980050488 in the Office of the Recorder of AllenCounty, Indiana, said point being referenced by a ½” steel rebar 1.13 feet South 0.37 feet West; thenceSouth 87 degrees 39 minutes 10 seconds West, a distance of 165.00 feet to a point on the West line of said Lot Number 9, saidpoint being referenced by a ½” steel rebar 0.94 feet South and 0.09 feet East; thence South 87 degrees 27 minutes 42 secondsWest, a distance of 165.00 feet along the North line of said Document Number 980050488 to a point on the West line of saidLot Number 8, said point being referenced by a ½” steel rebar 0.38 feet North and 0.34 feet East; thenceSouth 02 degrees 36 minutes 40 seconds East, a distance of 4.00 feet along said West line to the North line of an existing tractdescribed in Document Number 2019034731 in the Office of the Recorder of Allen County, Indiana; thence South 87 degrees 34minutes 28 seconds West, a distance of 165.00 feet along said North line to a ½” steel rebar with a “0027” identification cap onthe West line of said Lot Number 7; thence North 02 degrees 36 minutes 40 seconds West, a distance of 739.98 feet along saidWest line to a point on the North line of said Lot Number 7, said point being referenced by a ½” steel rebar 0.19 feet Northand 0.60 feet East; thence North 87 degrees 27 minutes 42 seconds East, a distance of 546.12 feet along said North line and alsoalong the North lines of Lots Numbered 8, 9 and 10 to a 5/8” steel rebar with a “Miller Firm #0095” identification cap on theWest line of said 6.273 acre tract; thence South 03 degrees 09 minutes 02 seconds East, a distance of 669.71 feet along saidWest line to a 5/8” steel rebar with a “Miller Firm #0095” identification cap on the South line of said 6.273 acre tract; thenceNorth 86 degrees 50 minutes 58 seconds East, a distance of 164.21 feet along said South line to a 5/8” steel rebar with a “MillerFirm #0095” identification cap; thence North 46 degrees 50 minutes 58 seconds East, a distance of 59.48 feet along said Southline to a 5/8” steel rebar with a “Miller Firm #0095” identification cap; thence North 86 degrees 50 minutes 58 seconds East, adistance of 210.18 feet along said South line to the Point of Beginning. Containing 10.576 acres, more or less. Subject to theBaldwin Legal Open Drain and subject to easements of record.
New Original Legal Description
PURPOSE OF SURVEY:The purpose of this survey was to create an original 10.576 acre survey from an existing tract as described in DocumentNumber 2011030175 in the Office of the Recorder of Allen County, Indiana.
In accordance with Title 865, Article 1, Rule 12, Section 1 through 30 of the Indiana Administrative Code, the below theory oflocation was based up the following opinions and observations a result of uncertainties in lines and corners because of thefollowing:
A) AVAILABILITY AND CONDITION OF REFERENCE MONUMENTSThe monuments found are shown on the survey and listed on the survey under monument legend.
B) OCCUPATION OR POSSESSION LINESThere were uncertainties based on visual inspection of occupation or possession lines.
There is a fence along the North line that lies 4.9'+/- South on the West end and 6.7'+/- on the East end.
C) CLARITY OR AMBIGUITY OF DESCRIPTIONSThere were no ambiguities found within the descriptions used for the survey. Documents used include:1) Miller Land Surveying, Inc., Survey No. 11011573, February 14, 20142) Document Number 20110301753) Document Number 20120383944) Document Number 20190109915) Document Number 9800504886) Document Number 20190347317) Document Number 2060309498) Document Number 20140018419) Document Number 87-01631210) Document Number 201603590111) Deed Record 632, Page 21012) Deed Record 643, Page 44
D) RELATIVE POSITIONAL ACCURACY OF THE MEASUREMENTSBased on the use of the property (commercial property, industrial property, condominiums, townhouses, apartments, multiunitdevelopments-- single family residential subdivision lots--real estate lying in rural areas) the acceptable relative positionalaccuracy is suburban survey 0.13 feet (40 millimeters) plus 100 ppm.
THEORY OF LOCATION:The East line (134.45 feet) line of the subject tract was established by monuments labeled “H”, “I”, “D”, “E” and “F” along theWest right-of-way line of Laverne Avenue. This established line is 18 feet West of the East line of Lot Number 12 in J.H.Feichter's Garden View Addition. The South line (165.00 feet) of the subject (portion in Lot Number 7) was established byparallel lines and deed distance from the South line of said Lot Number 7. The South line (165.00 feet) of the subject tract(portion in Lot Number 8) was established by parallel lines and deed distance from the North line of said Lot Number 8. TheSouth line (165.00 feet and 165.00 feet) of the subject tract (portion in Lots Numbered 9 and 10) was established by deeddistance from the North line of said Lots Numbered 9 and 10. The South line (312.00 feet) of the subject tract (portion in LotNumber 11 and 12) was established by deed distance from the North line of said Lot Number 12 and deed distance from theNorthwest corner of said Lot Numbered 11. This deed distance is a combination of 5 separate descriptions lying North of saidSouth line and the North line of said Lots Numbered 11 and 12. The West line (739.98 feet) of the subject tract was establishedby plat distances from the above established East line of Lot Number 12. The North line of the subject tract was established bya best fit line between found monuments along the North line of Lots Numbered 5 thru 12. The East lines (669.71 feet, 164.21feet, 59.48 feet and 210.18 feet) were established by a previous survey completed by Miller Land Surveying, Inc.
This survey is valid only with original signature and seal, full payment of invoice, and complete with all pages of survey. Theinformation shown on the survey documents is intended for this transaction only as dated on said survey documents. Any reusewithout written verification and adaptation by the land surveyor for the specific purpose intended will be at the users' sole riskand 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. mayhave 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 thisdocument, 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. Anabstract or title search may reveal additional information affecting the property.
Surveyor's Report
This property is within Zone "X" (areas determined to be outside the 0.2% annual chancefloodplain) as defined by the FIRM (Flood Insurance Rate Map) for City of Fort Wayne, Indiana,Community No.180003, Panel No.0305G, dated August 3, 2009.
Flood Plain Certification
Location and sizes of underground utilities are shown from best available record drawings and/orfield markings. Utility lines shown hereon are approximate in location and intended forreference only. Call Indiana Underground Plant Protection Services (IUPPS) at 1-800-382-5544for field marked location of utilities prior to any excavation.
Elevations are based upon a INCORS (Indiana Continuously Operating Reference StationNetwork) Indiana East. Datum = North American Vertical Datum (NAVD88).
Notes
Symbol and Line Legend
Point #
501
502
503
504
505
7777
7778
Northing
9886.232
10416.859
9769.931
9844.295
10184.750
9845.884
10410.837
Easting
9644.028
9594.592
9243.384
10016.079
9323.078
9638.336
9595.933
Elevation
782.699'
783.461'
778.464'
792.105'
779.307'
786.317'
786.150'
Description
5/8"Steel Rebar w/"Miller" Control Cap id.
5/8"Steel Rebar w/"Miller" Control Cap id.
5/8"Steel Rebar w/"Miller" Control Cap id.
5/8"Steel Rebar w/"Miller" Control Cap id.
5/8"Steel Rebar w/"Miller" Control Cap id.
NE. Bonnet Bolt on Fire Hydrant
NE. Bonnet Bolt on Fire Hydrant
Control Table
Miller Land SurveyingSurvey No.: 11011573
Date: 02/04/14
Reference Survey
A = 1/2"Steel Rebar w/ "0027"id. Cap Found (Flush)B = 1/2"Steel Rebar Found 0.19'N.&0.60'E. of Actual Corner (Flush/No History)C = 1"Steel Pipe Found 0.28'S.&1.32'E. of Actual Corner (Flush/No History)D = 1"Steel Pipe Found (Flush/No History) & 1/2"Steel Rebar Found 1.52'S. of Actual Corner (Flush/No History)E = Steel Bolt Found 0.29'S.&0.17'W. of Actual Corner (Flush/No History)F = 1/2"Steel Rebar Found 1.62'S.&0.33'E. of Actual Corner (Flush/No History)G = 1"Steel Bar Found 0.60'N. of Actual Corner (Flush/No History)H = 3/4"Steel Rebar Found 0.56'N.&0.50'E. of Actual Corner (Flush/Leaning/No History) & 1"Steel Pipe Found 0.58'N. & 1.21'W. of Actual Corner (Flush/No History)I = 3/4"Steel Rebar Found (Flush/No History)J = 1/2"Steel Rebar Found 0.26'N.&0.09'W. of Actual Corner (-0.5'/No History)K = 3/8"Steel Rebar Found 0.33'N.&1.25'W. of Actual Corner (Flush/No History)L = 1/2"Steel Rebar Found 0.97'N.&1.08'W. of Actual Corner (Flush/No History)M = 1/2"Steel Rebar Found 1.13'S.&0.37'W. of Actual Corner (Flush/No History)N = 1/2"Steel Rebar Found 0.94'S.&0.09'E. of Actual Corner (Flush/No History)O = 1/2"Steel Rebar Found 0.38'N.&0.34'E. of Actual Corner (Flush/No History)P = 1/2"Steel Rebar Found 0.19'N.&0.60'E. of Actual Corner (Flush/No History)Q = 1/2"Steel Rebar w/ "0027" id. Cap Found (Flush)R = 1/2"Steel Rebar Found (Flush/No History)S = 5/8"x24"Steel Rebar w/"Miller Firm #0095" id. Cap Set (Flush)
Monument Legend
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