HomeMy WebLinkAbout32132 State Road 2_AA 2020-0226Michele Gelfman,
President
HISTORIC
PRESERVATION
COMMISSION
OF
SOUTH BEND
AND
ST. JOSEPH
COUNTY
CERTIFICATE
OF
APPROPRIATENESS
The Historic Preservation Commission of South Bend and St.
Joseph County has approved the following work:
To address drainage issues, flatwork and landscaping will be
performed on site. No modifications will be made to the
Studebaker Clubhouse or tree sign. Work will include: 1.
Addition of a swale along prairie land, 2. Installation of a new
Reinforced Concrete Pipe underground to carry water flow
under trees and parking lot to discharge into Rogers Clark Ditch,
3. Pave existing gravel drive with asphalt, 4. Add small detention
area south of drive, 5. Plant/install bioswale along Bendix
Woods/Navistar property line using 4"-6" glacial cobblestone
with a Geotextile Wrap and native plantings, 6. Remove existing
asphalt parking lot/replace in-kind.
32000 STATE ROAD 2 HWY
New Carlisle, IN, 46552
Application No. 2020-0226
in the County of St. Joseph; State of Indiana; which is:
Located in a Local Historic District
A Local Historic Landmark
and found this application to be appropriate according to the Standards
pertaining to Local Historic Landmarks and/or Local Historic Districts.
Regulations pertaining to the Historic Preservation Commission are
found in Chapter 21 (Zoning), South Bend Municipal Code and Chapter
26 of the St. Joseph County Code.
The issuance of this certificate does NOT in any manner, release
the recipient from the responsibility of complying with the requirements
of the zoning ordinances, building codes, safety codes, ADA or other
requirements of the City of South Bend, the County of St. Joseph, the
State of Indiana, or the United States Federal Government.
This certificate is good for one year from the date of issuance and
is effective from the date entered herein. Plans are on file and open for
public inspection at the office of the Historic Preservation Commission of
South Bend and St. Joseph County, 227 West Jefferson Blvd., Suite 1400
S, South Bend, Indiana, during normal business hours.
THIS CERTIFICATE IS NOT TRANSFERABLE
NAME OF APPLICANT:St Joseph County Parks Board
CERTIFICATE ISSUED BY:
Elicia Feasel
Historic Preservation Administrator
POST IN A CONSPICUOUS PLACE ON THE STREET SIDE
OF THE PROJECT UNTIL COMPLETION OF ALL WORK.
Phone: (574) 235-9371
E-mail: SBSJCHPC@southbendin.gov
ELICIA FEASEL
Historic Preservation
Administrator
3/11/2020DATE CERTIFICATE
TAKES FORCE:3/11/2021DATE CERTIFICATE
EXPIRES:
Ord No. 88-97
ADMINISTRATIVE APPROVAL
HISTORIC PRESERVATION COMMISSION
OF SOUTH BEND AND ST. JOSEPH COUNTY
Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov
LOCATION MAP - Map showing location of the property and surrounding area (Google Maps)
4
HISTORIC PRESERVATION COMMISSION
OF SOUTH BEND AND ST. JOSEPH COUNTY
Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov
FRONT PICTURE (NORTH) - Picture of the front of the building, March 2020.
REAR PICTURE (SOUTH) - Picture of the rear of the building, March, 2020
5
HISTORIC PRESERVATION COMMISSION
OF SOUTH BEND AND ST. JOSEPH COUNTY
Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov
SIDE PICTURE (EAST) - Picture of the side of the building, March 2020.
LANDSCAPE - Landscape Conditions, March 2020.
6
Lawson-Fisher Associates P.C.
PROJECT DESCRIPTION
AND MATERIALS TO BE USED
St Joseph County Lawson-Fisher Associates P.C.
Bendix Woods Stormwater Management Project File No. 201837.00
Historic Preservation – Certificate of Appropriateness February 2020
PROJECT DESCRIPTION
St. Joseph County contracted with Lawson-Fisher Associates P.C. (LFA) to perform an
assessment of the current drainage issues at the Navistar Proving Grounds and Bendix Woods
County Park. Navistar Proving Grounds is located east and downhill of the Bendix Woods
County Park and is receiving storm water runoff from the Park. Currently, the stormwater
network from Bendix Woods is piped into the into the network at Navistar and is causing
flooding in Navistar’s buildings and property. The current stormwater runoff overwhelms the
existing connection, especially during high rain events and snow melt. This project will eliminate
the existing connection from the Park to Navistar and address some drainage issues on the
Park and Navistar sites.
The landscape and grounds around the Studebaker Clubhouse are in the Local Landmark
status and although this project does not change anything to the building itself, there will be
some changes to the grounds. The historic STUDEBAKER trees will not be affected by this
project. Care is also being taken to protect other existing large tress and the general
appearance of the site.
On the Park side, the project includes the addition of a swale that that will run along the prairie
land area of the Park and flow north into a proposed pipe. The proposed swale will be shallow
enough to be mowed, as it is now. The pipe will then carry flow under the tree line and parking
lot, along the west side of the fence between the Park and Navistar. The pipe would then cross
over onto Navistar’s site and the network would continue until discharging into the Rogers Clark
Ditch. See the attached figures for further clarification.
The proposed project also includes updates to the Park. The Park has identified some drainage
issues on their site that need attention, particularly along the gravel drive south of the Nature
Center. The drive is currently eroding and the area just south of the drive is a low spot that is
prone to flooding. The gravel drive will be paved to prevent current erosion issues and a small
detention storage area will be added south of the drive. This addition of available storage area
should significantly reduce current flooding issues. Also, a bioswale will be added along the
Bendix Woods and Navistar property line, this will also help collect the overland flow and reduce
flooding.
MATERIALS TO BE USED
The stormwater pipes that will be used throughout the project will be Reinforced Concrete Pipe
(RCP). The existing gravel road behind the Nature Center will be paved with asphalt. Asphalt
will also be replaced in the parking lot when it is being removed for the installation of the RCP.
The swale will be constructed according to St. Joseph County Standards and seeded with the
Indiana Department of Transportation (INDOT) Seed Mix Type “R”, which includes low
endophyte Tall Fescue, turf type Perennial Ryegrass, Creeping Red Fescue, and White Dutch
Clover. The bioswale will consist of 4”-6” Glacial Cobble Stone with a Geotextile Wrap. The
plantings in the bioswale were approved by the engineer and the Park Administration and
consist of the following: Swamp Milkweed, Brown Fox Sedge, Virginia Iris, Common Rush, Wild
Golden Flow, Wool Grass, New England Aster, and Common Ironweed. These are native plants
that are compatible with the Park’s emphasis on environmental education and habitat
development.
Lawson-Fisher Associates P.C.
FIGURES
.2,000 0 2,0001,000
Feet
Bendix WoodsStormwater Management
Project Location Map
St. Joseph County, Indiana
Figure 1
1:24,000
LAWSON-FISHER ASSOCIATES P.C.
525 W WASHINGTON AVENUESOUTH BEND, INDIANA 46601
PH. (574) 234-3167
Date: 2/6/2020Time: 3:44:54 PMUser: arbPath: U:\2018\201837 SJC Navistar\GIS\Historic Preservation\Figure 01_ProjectLocation.mxdBendix Woods County Park
St. Joseph County, IndianaBendix Woods Stormwater Management
.
February 2020Site Map201837.00LAWSON-FISHER ASSOCIATES P.C.525 W WASHINGTON AVENUESOUTH BEND, INDIANA 46601PH. (574) 234-3167Path: U:\2018\201837 SJC Navistar\GIS\Historic Preservation\Figure 2_Concept Dwg.mxdDate Saved: 2/7/2020 11:19:58 AMUser: arbFigure 27507537.5
Feet
Legend
RCP
Proposed Detention
Screening and Bioswale
Gravel Road to Improve
Swale
Lawson-Fisher Associates P.C.
PHOTOS AND PHOTO ORIENTATION MAP
LAWSON-FISHER ASSOCIATES P.C. Job # : 201837.00 Sheet:
525 WEST WASHINGTON AVENUE Designed by: ARB Date: 02/07/2020
SOUTH BEND, INDIANA 46601 Checked by: Date:
Project: Bendix Woods Stormwater Management Subject: Existing Site Photographs
Photo 1 – July 9, 2019 Survey – Poposed Swale Location Looking North
Photo 2 – July 9, 2019 Survey – Poposed Storage Area Looking West
LAWSON-FISHER ASSOCIATES P.C. Job # : 201837.00 Sheet:
525 WEST WASHINGTON AVENUE Designed by: ARB Date: 02/07/2020
SOUTH BEND, INDIANA 46601 Checked by: Date:
Project: Bendix Woods Stormwater Management Subject: Existing Site Photographs
Photo 3 – July 9, 2019 Survey – Existing Stormwater Connection from Bendix Woods to Navistar
Photo 4 – July 9, 2019 Survey – Existing Park Lot Looking East
LAWSON-FISHER ASSOCIATES P.C. Job # : 201837.00 Sheet:
525 WEST WASHINGTON AVENUE Designed by: ARB Date: 02/07/2020
SOUTH BEND, INDIANA 46601 Checked by: Date:
Project: Bendix Woods Stormwater Management Subject: Existing Site Photographs
Photo 5 – July 9, 2019 Survey – Existing Gravel Road to be Paved Looking West
Photo 6 – July 9, 2019 Survey – Existing Dividing Fence Looking Northeast
St. Joseph County, IndianaBendix Woods Stormwater Management
.
February 2020Photo Orientation Map201837.00LAWSON-FISHER ASSOCIATES P.C.525 W WASHINGTON AVENUESOUTH BEND, INDIANA 46601PH. (574) 234-3167Path: U:\2018\201837 SJC Navistar\GIS\Historic Preservation\Figure 3_Photo Orientation Map.mxdDate Saved: 2/7/2020 11:07:39 AMUser: arb!(1 !(2 !(3!(4 !(5 !(6
Figure 37507537.5
Feet
Legend
RCP
Proposed Detention
Screening and Bioswale
Gravel Road to Improve
Swale
Lawson-Fisher Associates P.C.
PROJECT PLANS
P.O.T. Sta. 10+00.00 "A"
CP 1
CP 2
TBM B
N01°15'16"ELine "A"
N19°3
9
'
5
7
"
E
Line "A
"
Delta = 18°24'41" Rt.No Curve RunDelta = 18°24'41" Lt.No Curve Run
P.I. Sta. 12+55.87 "A"
767
768
769
765762763764
766767768769
764765766
767
768769770
Str. No. 11+88, 0.0'Storm Manhole Type J and195 lft of 24" RCP @ 0.12% Req'd.Connect to Str. No. 12
Str. No. 27+89, 27.2' Lt.Catch Basin Type E-7 and27 lft of 24" RCP @ 0.16% Req'd.Connect to Str. No. 11
BioswaleSee Sheet xStr. No. 32+61, 36.2' Rt.Catch Basin Type E-7 and45 lft of 12" RCP @ 0.44% Req'd.Connec to Str. No. 11
Swale Grading Limits
28'Limits ofGrading12'Limits ofGrading6:16:1Const. Limits
Const. Limits
10'29
29 K1
99
99
K1
11
11
11
1129 11
11
(Asph)
(Asph)
(Asph)
(Grass)
(Grass)
(Grass)
(Tree Line)
(Tree Line)
(Tree Line)
(Tree Line)
(Tree Line)
(C.L.T.F.)
(C.L.T.F.)
(Field)
(Wooded)
(Field)
(Grass)
App. ⅊
App. ⅊
(Bldg)
+64.081.5'Ex. 15" StormEx. 15" Storm+00, 0.0' Str. No. 10Storm Manhole Type A and188 lft of 24" RCP @ 1.00% Req'd.Connect to Str. No. 11w/Grated Box End Section, Type II
745
750
755
760
765
770
775
780
745
750
755
760
765
770
775
780
9+00 10+00 11+00768.1767.712+00766.913+00767.4767.414+00766.4765.315+00764.2762.316+00763.5+00 Str. No. 10
Rim=766.36
24" N Inv.=760.00
24" S Inv.=763.50 +88 Str. No. 11
Rim=762.25
36" N Inv.=757.32
24" S Inv.=758.12
24" W Inv.=759.46
12" E Inv.=759.50
+55.4
766.63
+77
763.73
-1.31%
222 lft Swale
Ex. Ground
at Line "A"
Grated Box End Section Type II (Typ.)
See Sheet 2 for Detail
6:1
4 lft of 24" RCP @ -1.00%
188 lft of 24" RCP @ -1.00%10+0011+0012+0013+0014+0015+0016+00OF
DATE:
APPRV'D.: DESIGN:
DRAWN:
PROJECT NO.
CHK'D.:
SCALE:
NAME DATE
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SHEETST. JOSEPH COUNTY ECONOMIC DEVELOPMENT
BENDIX WOODS STORMWATER MANAGEMENT
PLAN AND PROFILE
STA. 10+00 TO STA. 16+00
BJS BPE
BPE JMH
.
1" = 30'4
12
CP 3
EARTHWORK BALANCE
Line "A"
Fill +25%=cys
Common Excavation = 210
cys
Waste = 210
cys
TBM B
Cut Circle N.E. Cor. Conc. Lt. P. Fnd.
S.E. Cor. Bendix Woods Nature Center
Sta. 15+76.14, 24.87' Lt. "A"
El.=763.52 (NAVD88)
Sta. 11+52.54, 0.18' Lt. "A"
N=398264.6874
E=735651.3656CP 1
North
12" x 18" Rebar w/Green Cap Stamped"LAWSON-FISHER"26.1
'Az
.=341°
20" Crab
42.4
'Az.=162
°
30" Tree
44.9'Az.=110
°C.L.T.F.
Sta. 13+85.93, 8.06' Rt. "A"
N=398491.7861
E=735697.2256CP 2
North
12" x 18" Rebar w/Green Cap Stamped"LAWSON-FISHER"
Sta. 15+89.91, 2.93' Lt. "A"
N=398695.9548
E=735690.7179CP 3
North
12" x 18" Rebar w/Green Cap Stamped"LAWSON-FISHER"
5
3
.
3
'Az
.=
3
3
8
°
8" Tree
28.5'Az.=44°14" Tree
C.L.T.F.38.5'Az.=91°64.
1
'Az.
=
1
3
2
°
40" Tree
Storm Mh.27.1'Az.=239°Lt P.
57.4'
Az.=111°Match Line Sta. 16+00 Line "A"LEGEND:
440 #/sys HMA Base, Type C on
Compacted Subgrade
Sawcut
Mulched Seeding, Type R
Remove
K1
11
29
99
P.T. Sta. 53+04.60 "D"
CP 7
TBM E
Delta = 89°38'48" Rt.No Curve Run
Delta = 89°38'48" Lt.No Curve Run
P.I. Sta. 21+69.15 "A"
Delta = 88°49'23" Rt.No Curve RunDelta = 88°49'23" Lt.No Curve Run
P.I. Sta. 18+58.03 "A"
Delta = 88°49'08" Rt.No Curve Run
Delta = 88°49'08" Lt.No Curve Run
P.I. Sta. 17+83.00 "A"
N01°15'01"ELine "A"S89°55'36"ELine "A"N01°15'16"ELine "A"N80°05'57"ELine "D"
P.O.T. Sta. 16+58.34 "A" =P.O.T. Sta. 54+00.00 "D"
765
766
767
770
769766
7
6
7
765
763
764
76
5
7
6
4
76
6
767
768
7
6
9
760761762763
759
758759
758
7
5
9
758
771
CP 6
Const. Limits
Const. Limits
Const. Limits
Const. Limits
Str. No. 12+83, 0.0'Storm Manhole Type J and75 lft of 36" RCP @ 0.12% Req'd.Connect to Str. No. 13
+48, 96.5' Lt. Str. No. 30Storm MH Type A and40 lft of 15" RCP @ 0.33% Req'd.Rim-768.8915" N Inv.=766.8115" S Inv.=762.13
BioswaleSee Sheet x
99 99
K1
29
29
29
11
99
11
11 11
11
(C.L.T.F.)(C.L.T.F.)
(Bldg)
+63.079.1'
+76.3100.3'
(Asph)
(Asph)
(Asph)
(Asph)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Asph)
(Asph)
(Grass)(Conc)(Conc)
(Grass)
Ex. Fence
(Parking)
App. ⅊ App. ⅊
(Bldg)
(G
r
a
v
)
Str. No. 14+50, 0.0' Lt.Storm Manhole Type J and231 lft of 36" RCP @ 0.70% Req'd.Connect to Str. No. 15
Str. No. 13+58, 0.0'Catch Basin Type J and292 lft of 36" RCP @ 0.70% Req'd.Connect to Str. No. 14
740
745
750
755
760
765
770
775
740
745
750
755
760
765
770
775
16+00763.5764.417+00764.9765.818+00766.0762.719+00761.0761.120+00760.2759.721+00759.1758.522+00757.8+83 Str. No. 12
Rim=767.13
36" E Inv.=756.99
36" S Inv.=757.09
+58 Str. No. 13
Rim=762.33
36" N Inv.=755.71
36" W Inv.=756.90
Sump El.=754.90 +50 Str. No. 14
Rim=758.52
36" E Inv.=750.67
36" S Inv.=753.67
75 lft of 36" RCP @ -0.12%195 lft of 36" RCP @ -0.12%
292 lft of 36" RCP @ -0.70%
Ex. Ground
at Line "A"16+0017+0019+0020+0021+00OF
DATE:
APPRV'D.: DESIGN:
DRAWN:
PROJECT NO.
CHK'D.:
SCALE:
NAME DATE
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SHEETST. JOSEPH COUNTY ECONOMIC DEVELOPMENT
BENDIX WOODS STORMWATER MANAGEMENT
PLAN AND PROFILE
STA. 16+00 TO STA. 22+00
BJS BPE
BPE JMH
.
1" = 30'5
1218+0022+00TBM E
R.R. Spk. N Face Pwp. J246-151
Sta. 18+31.45, 48.03' Rt. "A"
El.=763.65 (NAVD88)
Sta. 19+66.45, 64.98' Lt. "A"
N=398998.6465
E=735710.2856CP 6
North
12" x 18" Rebar w/Green Cap Stamped"LAWSON-FISHER"
San. Mh.137.6'Az.=19°36" Maple
40" Maple
41.4'Az.=123°
73.5'Az.=111°Match Line Sta. 16+00 Line "A"See Sheet 6
4 lft of 15" RCP @2.30%
LEGEND:
440 #/sys HMA Base, Type C on
Compacted Subgrade
Sawcut
Mulched Seeding, Type R
Remove
K1
11
29
99
14+00 15+00 16+00 17+00
18+0019+00P.I. Sta. 18+58.03 "A"50+0051+0052+0053+00P.O.T. Sta. 50+00.00 "D"
P.C. Sta. 50+85.59 "D"
P.C. Sta. 51+94.14 "D"
P.T. Sta. 51+39.98 "D"
P.T. Sta. 53+04.60 "D"
CP 2
TBM B
CP 3
TBM E
CP 6
CP 4
CP 5
TBM C
TBM A N68°48'59
"ELine
"D
"S33°17'01"ELine "D"N80°05'57"ELine "D"
CURVE DATAPI Sta. 51+17.92 "D"Delta = 77°54'00"R = 40.00 ftT = 32.33 ftL = 54.38 ftE = 11.43 ftS.E. = None
CURVE DATAPI Sta. 52+56.57 "D"Delta = 66°37'02"R = 95.00 ftT = 62.42 ftL = 110.46 ftE = 18.67 ftS.E. = None
N01°15'16"ELine "A"S89°55'36"ELine "A"Delta = 88°49'08" Rt.No Curve Run
Delta = 88°49'08" Lt.No Curve Run
P.I. Sta. 17+83.00 "A"
P.O.T. Sta. 16+58.34 "A" =P.O.T. Sta. 54+00.00 "D"
P.I. Sta. 52+56.57 "D"
P.I. Sta. 51+17.92 "D"
775
780
776777778
779781
770
769
771
772
773 774765764766767768769
762763
763
762
764
765
7
6
6
767
766
765
766
767
769
770
768
K1
765765 1
0
'
R
. 10' R.BioswaleSee Sheet 10
4:1
4:1
4:110'
Wide
165'10'(Asph)
(Asph)
(Asph)
(Asph)
(Asph)
(Asph)
(Asph)
(Conc)(Conc)
App. ⅊
App. ⅊
(Grav)(Grav)(Grav)(G
r
a
v
)
(Bldg)
(Bldg)
+33.0 "D"89.0'
(Conc)
(Conc)
(Wooded)
(Wooded)
(Wooded)
(Wooded)
(Wooded)
(Wooded)
(Tree Line)
(Tree Line)(Wooded)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Field)
(C.L.T.F.)
(C.L.T.F.)
(C.L.T.F.)
(Wooded)Ex. 15" StormEx. 15" Storm29
OF
DATE:
APPRV'D.: DESIGN:
DRAWN:
PROJECT NO.
CHK'D.:
SCALE:
NAME DATE
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SHEETST. JOSEPH COUNTY ECONOMIC DEVELOPMENT
BENDIX WOODS STORMWATER MANAGEMENT
BASIN NO. 1
GRADING PLAN AND SERVICE ROAD RESTORATION
BJS BPE
BPE JMH
.
1" = 30'9
12
See Sheet 5 for Structure Notes
LEGEND:
440 #/sys HMA Base, Type C on
Compacted Subgrade
Sawcut
Mulched Seeding, Type R
Remove
K1
11
29
99
EARTHWORK BALANCE
Line "A"
Fill +25%=cys
Common Excavation = 215
cys
Waste = 215
cys