appendix - kentucky transportation cabinet · note spall with exposed resteel near the south end....
TRANSCRIPT
AppendixDNA Scoping Study
5-1064.00
Looking east toward KY 1703.
Looking west toward KY 864.
056B00139N
1
USF
USC
056B00139N
2
DSF
DSC
056B00139N
3
Footing of the arch at the southeast corner (US right) is deteriorated.
Footing of the arch at the southwest corner (US left) is deteriorated.
056B00139N
4
Footing of the arch at the northeast corner (DS right) is deteriorated.
Footing of the arch at the northwest corner (DS left) is deteriorated.
056B00139N
5
Top of the arch looking downstream. Note spall with exposed resteel near
the south end.
Two steel beams were used at each end of the arch to widen the structure.
Steel beams are rusted with section loss of top and bottom flanges.
056B00139N
6
2/25/2013
1
Utility Owners and Contact Person For
Jefferson County5-1064.00
1. LG&E KU (Electric) Greg Geiser820 West Broadway work: (502) 627-3708Louisville, KY 40202 [email protected]&E Emergency Number (502) 589-1444 Facility Map Received 12.28.12LG&E and KU Emergency Number 1-800-331-7370
2. LG&E (Gas) Greg Geiser820 West Broadway work: (502) 627-3708Louisville, KY 40202 [email protected] Emergency Number (502) 589-5511 Facility Map Received 12.28.12LG&E and KU Emergency Number 1-800-331-7370
3. Louisville Water Company Daniel Tegene, PE550 South Third Street (502) 569-3649Louisville, KY 40202 [email protected]
4. AT&T KY Morgan Herndon3719 Bardstown Road - 2nd Floor [email protected], KY 40218 (502) 458-7312
Facility Map Received 1.2.13
5. Metropolitan Sewer District Steve Emly 700 West Liberty Street [email protected] Louisville, KY 40203-1911 (502)540-6509
Brad Selch [email protected](502) 540-6614Send to both contactsFacility Map Received 1.7.13
6. Insight Communications Company Deno Barbour 4701 Commerce Crossings Dr. Cell: (502) 664-7395Louisville, KY 40229 Office(502) 357-4376
[email protected] HowertonCell: (502) 639-6838Office: (502) [email protected] AntiqueCell: (502) 817-6519Office: (502) 357-4724
2/25/2013
2
[email protected] Facility Map Received 12.20.12
7. Texas Gas Transmission Corporation John Weaver10327 Gaslight Way (502) 438-2407Louisville, KY 40299 [email protected]
Utilities Clear per email 12.19.128. Marathon Pipeline, LLC David Wisner
539 S Main St, Rm 7642 [email protected], OH 45840 (419) 421-2211
Utilities Clear per email 12.20.129. Indiana Gas Company Inc Mary Barber
d.b.a. Vectren Energy Delivery of Indiana, Inc [email protected] (812) 948-4952
Ohio River Pipeline Corporation Utilities Clear per email 12.20.122520 Lincoln DriveClarksville, Indiana 47129
Line Maintained ByTexas Gas Transmission, LLC Tim Turner 3800 Frederica Street (270) 688-6461Owensboro, Kentucky 42302 [email protected]: (270) 485-1152
10. Indiana Utilities Corporation Kevin Kinney123 West Chestnut Street Ron Timberlake Corydon, Indiana 47112 Jackie Rogers(812) 738-3235 [email protected]
Utilities Clear per email 12.19.1211. Sprint - Fiber Optics Joe Thomas
11370 Enterprise Park Dr. [email protected], OH 45241 Office (513) 612-4204
Cell (937) 209-9754 Utilities Clear per email 1.2.13
12. Mid-Valley Pipeline Company Todd Calfee (Richard)4910 Limaburg Road (859) 371-4469x14Burlington, KY 41005 (859) 630-8271FAX (866) 699-1185 [email protected]
Utilities Clear per email 12.26.12
2/25/2013
3
13. Level 3 Communications (Transmission) Kevin Webster848 S. 8th St. [email protected], KY 40203 Office (502) 777-8622
Cell (502) 777-8622Fax (502) 561-6950
Level 3 Communications (Transmission) Tim Morphew848 S. 8th St. [email protected], KY 40203 Office (502) 561-6935
Cell (502) 221-1785Fax (502) 561-6950
Level 3 Communications (Distribution) Mark Sewell962 South Third Street [email protected], KY 40203 Office (502) 515-9142
Cell (502) 295-0939Send to all 3 contacts
14. Jefferson County Public Schools (JCPS) Jeff HardyC B Young [email protected] 7 502-485-79753001 Crittenden Dr.Louisville. KY 40209
15. Kentucky Data Link (KDL now Windstream) Michael RussellProject Manager [email protected] Communications Way John McdowellEvansville, IN 47715 [email protected](Address envelopes ATTN Melissa Gugino) 859-369-3623
Timothy Gibson (Fiber location/relocation)[email protected](812) 454-6756Lezlie [email protected]
(812) 357-6255 work(513) 340-3339 cell
Send to both contacts
2/25/2013
4
16 AT&T Legacy Mike Diederich4500 Johnston Pkwy. [email protected], OH 44128 (216)-587-6267
(216)-212-8556
Don Garr [email protected]
Cell: (502) 741-8374Send to both contacts
17. TWTelecom Jeremy CornellMedinger Tower [email protected] S. 4th St., Suite 2400 (502) 992-1168Louisville, KY 40202
333 West Vine Street, Suite 330 Gerald LongLexington, KY 40507 [email protected]
(859) 550-2201
18. City of Taylorsville Sewer & Water Harold Compton70 Taylorsville Rd., P O Box 279 [email protected], KY 40071 (502) 477-3235
Fax: (502) 477-1310
19. Qwest Communications Company, LLC George McElvain700 W Mineral Ave, UTD2734 [email protected], Colorado 80120 (303) 992-9931
Cell:720-260-2514Fax:303-707-3252 Utilities Clear per email 12.19.12
20. Shelby Energy Cooperative Jason GinnP.O. Box 311, 620 Old Finchville Road [email protected], KY 40065 cell: (502) 643-2778(502) 633-4420
21. Atmos Energy Bernie Anderson130 Stonecrest Road Suite105 cell: (502) 321-8073 Shelbyville, KY 40065 [email protected](502) 633-2831 ext. 104 OR
Earl [email protected]
2/25/2013
5
Cell: 859-583-0306Office: 859-236-2300Send to both contactsUtilities Clear per email 12.19.12
22. Crown Castle Network Operations Brian Watkins10170 Linn Station Road [email protected] 525 (502) 318-1323Louisville, KY 40223 Brandy Bowling (Brian’s supervisor)(builds cell towers and leases space on them) [email protected]
(502) 318-1322Cindy [email protected](502) 318-1313Chris [email protected](502)689-2162
23. Zayo Bill Hales701 W. Henry Street [email protected] 201 (502) 500-3661Indianapolis, IN 46225
24. MCI/Verizon(Owns WUTEL) Chris FowlerMCI/Verizon [email protected] West Henry Street Office: (317) 685-8050Indianapolis, IN 46225 Cell: (317) 435-6225
Dave Wiley (Field)(502) [email protected] Clear per email 12.19.12
25. TRIMARC ` Todd HoodPublic Safety & Transportation Systems [email protected] West Main Street Office: (502)587-6624 ext. 2Louisville, Kentucky 40202 Cell: (502)307-7456
Utilities Clear per email 12.20.12
2/25/2013
6
AIRPORT CONTACTS
Bruce Little (502) 375-7363 – FAA Location ManagerJack Stauble (502) 664-9637 cell – FAA Location Technician
Chuck Hensley (502) 380-8356 EXT 356 – Construction Manager Louisville Regional Airport Authority
Andy Hepfinger (502) 329-3706 – UPS ConstructionBrian Knesco (502) 741-2922 – UPS Construction
Railroad Companies
1. C.S.X. Transportation, Inc.Contacts:David Hall, KY Liaison, (502) 815-1865Milton Holder – crossings – cell (502) 817-2011John Williams – crossings – cell (502) 376-8745, Office (502) 364-1133Joe Malandruco (Florida) – signals (904) 245-1160
2. Norfolk - Southern Railway CompanyNorfolk - Southern Railway Company (Roy Johnson to provide contact data)Mr. J. N. Carter, Jr. Chief EngineerBridges and StructuresNorfolk Southern Corporation1200 Peachtree StreetAtlanta, Georgia 30309
3. Paducah and Louisville Railway, Inc. Gerald Gupton, Office: (270) 444-4386
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6433
FH#60
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FH#215456
FH#601428FH#609437
FH#111160
FH#609434
FH#111016
FH#111035
FH#111043
FH#609441
FH#613382
FH#111159
FH#604205
FH#111157
FH#60
3431
FH#60
6426
FH#609435
FH#244883
FH#11
1055
FH#601423
FH#222911
FH#609569
FH#24
1726
FH#60
6424
FH#604362
FH#110982
FH#606455
FH#60
6993
FH#11
1045
FH#110979
FH#602424
FH#604361
FH#606456
FH#606454
FH#601427
FH#604365
FH#60
9568
FH#111158
FH#1
1116
6
FH#6
0343
5
FH#6
0343
6
FH#60
6434
FH#60
6417
FH#21
5449
FH#21
5448
FH#604363
FH#11
1044
FH#11
1012
FH#609436
FH#107743
FH#11116
1
FH#609567
FH#604364
FH#111013
FH#11
1008
FH#60
6994
FH#60
7017
FH#60
7018
FH#601426
FH#6
0142
5
FH#601424
FH#601421
FH#601420
FH#120779
FH#60
6427
FH#11
1041
FH#111042
FH#601422
FH#60
7019
FH#614630
FH#603423
FH#609570
FH#60
3434
FH#609565
FH#609566
22½º
12" OFF
12" x 8"
45º
45º
2-45°
8" x 6"
45º
18" OFF
18" OFF
12" OFF
22½º
45º
8" x 6"
22½º
45º
22½º12" OFF
12" x 8"
45º
18" OFF12" x 8"
8" x 6"
22½º
6" x 4"
8" x 6"
11¼º
12" OFF
22½º
24" OFF
45º
45°
22½º
22½º
11¼º
8" x 6"
12" OFF
12" OFF22½º
90°
22½º
22½º
45º
90º
45º
45º
12" OFF
45º
12" x 6"
8" x 6"
11¼º
12" OFF
45º12" OFF
22½º
18" OFF
8" x 6"
12" OFF
45° 22½º
45º8" x 6"
(2)45°
24" OFF
12" OFF
8" x 6"
45º
12" OFF
90º
12" x 6"
45º
8" x 6"
DC
45º
45º
12" x 8
"12"
x 8"
90º
12" OFF
90º
8" x 6"
45º
45º
8" x 6"
90º
22½º
12" OFF
8" x 6"
45º
45º
8" x 6"
18" OFF
45º
18" OFF
90º
6" PLUG
8' W C/L HILL RD
11' S C/L ACCESS RD
2" CAP5' W EPL CROSS RD12' S NPL @1440 CROSS RD
6" PLUG
6" PLUG4' S C/L SUMMIT AVE76' E OF DEAD END
6" PLUG W/2" B.O.3' S C/L WETTERAU AVE454' W C/L ASH ST
12" PLUG
6" PLUG W/2" B.O.4' S C/L WETTERAU AVE264' E C/L ASH ST
12" PLUG
4" PLUG W/2" B.O.18' S C/L WAGNER AVE300' E C/L ASH ST
6" PLUG W/2" B.O.5' S C/L FETTER AVE76' W C/L BURNETT AVE
6" PLUG16' N NBL103' E EBL
6" PLUG W/2" B.O.689' E C/L SPRATT7' S C/L MICHAEL
6" PLUG W/2" B.O.3' S C/L WAGNER AVE489' W C/L ASH ST
6" PLUG
6" PLUG W/2" B.O.36' S NPL 1520 CASTELWOOD AVE11' E C/L BEVERLY RD
6" PLUG19' W WBL16' N C/L HAWTHORNE HILL
6" PLUG W/B.O.11' S C/L WAGNER ST335' E C/L BURNETT AVE
6" PLUG W/2" B.O.21' E C/L RAMMERS AVE28' S C/L DRIVE 1311
6" PLUG
3'
29'
2'
320'
129'
228'
38' 20'
18'
36'
42'
1' 4'
36'
4'
4'
2'
2'
7'
1'
17'
10'
3'2'
242'
45'
390'
2'
26'
2'
323'
2'
2'
2' 2'
2'
30'
30'
3'
192'
2'
243'
21'
36'
614'
4'
11'
109'91'
20'
115' 475'
132'
420'
108'
2'
490'
3'
5'
443'
5' 55'19'
32'
471'
4'
181'
5'
3'
280'
4'
22'
286'
3' 22'20' 2'
2'
3'
1'
405'
6'326
'
26'
359'
153'
4'
2'
2' 3'8'
4'
7'
2'
235'
13'403
'
3'
309'
2'
385'
2'
22'
2'
12'
23'2'
6'
315'
10'
(362')
6'
8'
48'
15'3
8'
6'
513'
31'
5'
11'
50'
530'
348'
6'
108'
30'
126'
4'
43'
2'
17'
45'
5'
4'
17'
2'
563'
76'
90'
3'
467'
1'
79'
98'
1'290'
7'
2'
373'
3'
22'
16'
22'
473'
123'
613'
468'
3'
251'5'
546'
144'
123'
5'
2'459
'
10'
209'
255'
2'
11'6'
338'
50'
27'
660'
3'
6'
26'
5'
3'
2'
2'
3'
143'
5'
483' 100'
3' 5'
5'242
'
361'
4'
124'
26'53'
1'
9'
2'
3'
8'
193'
16' 36'
309'
407'
8'
22'
4'
182'
126'
3'
2'
22'
11'
1'
6'
31'6'
6'
269'
4'
61'
2' 207'
21'
25'
2'
1'
22'
43'
2'
2'
169'
49'
1'
1'
25'
4'
3'
353'3'
2' 31'
1'
3'
17' 27' 3'
226'
3'
2'
2'
28'
4'
6'
390'
272'
39'
294'
6'
21'
338'
12'
13' 29'
5' 3'
120'
321'
98'5'
10'
40'
462'
5'
51'
2'
358'
64'
452'
90' 97'
6'
3'
4'
351'
44'
8'
1'
3'
3'
2'
3'
582'
73'
225'65'
6'
560'
121'
2'
316'
6'
30'
315'
88'
497'
272'
2'
11'
21'
2'3'
4'
2'30'
4'
279'
554'
56'
2'
316'
47'
4'
2' 237'
12'
95'
2'
3'
1'
2'
34'
2'
20'
4'
2'
22'
157'
455'
35'
13'
35'
2'
5'
6'
18'
5' 351'
30' 21'
417'
204'
3'
2'
205'
415'
272'
2'
23'
2'
6'208'
2'20'
3'
3'
2'
19'
70'2'
4'
8'54' 13
'
38'
216'
398'
518'
2'
4'
212'
1'
7'
32'
5'
3'
85'
372'
8'
2'
6'
2'
2'
2'
6'
48'
521'
14'209
'
2'
3'
345'
20'
366'
52'
426'
2'
3'
520'
6'
3'
2'
14'
388'
16'
2'
48'
2'
250'
3'
262'
12'
3'
285'
3'
10' 31'47'
26'
6'
18'
234'
374'
2'
510'
9'
18'
66'213'
20'8'
4' 14'
8'
2'
2'
2'
480'10'
5'
273'
2'
358'
3'
88'
6'
6'
4'15'
3'
4'4'
506'
370'
65'
19'
9'
2'
2'
3'
69'
355'
2'
14'
20'
49'
6'388
'
306'
37'
21'
13'
20'321'
22'
22'
54'
46'
8'
262'
6'
4'
2'
8'
3'
317'
358'
3'
2'
10'
2'
27'
9'
114'
254'
6'
185'
3'2'
108'
2'
145'
48'
8'
216'
2'
4'180'
564'
3'
6'106'
3'
294' 5' 23'
6'
54'
13'
265'
3'
4'
235'
3'
80'
473'
30'
2'
522'
20'
243'
38'
4'
185'
313'
36'
20'
365'
23'
395'
2'
21'
15' 14'
3'
10'
2'
49'
3'
17'326'
4'
619'
5'12'
3'
276'
24'
431'
35'
7'
304'
206'
5'
181'
37'
13'
3'
78'
26'
513'
6'
1'
6'
247'
(1029'
)
(157')
1186'
(502')
(265')
2'
368'
6'
187'
1324'
3'
764'
(124')
4'
(350')
6'
355'
5'
48" CCL
6" CCL
6" CCL
6" CCL
12" DIW
12" DI
6" CCL
48" CCL
6" DIW
6" DIW
6" DIW
6" CSL
6" CCL
6" CSL
6" DIW
8" DIW
12" DIW
12" CCL
6" CCL
6" UCI
12" DIW
48" C
CL
12" DI
W
6" CLD
6" CCL
6" DIW
6" DIW
6" CLD
6" DIW
12" CCL
12" DIW
6" CCL
6" DIW
6" CCL8" DIW
6" DIW
6" CCL
6" DIW
6" DIW
6" DIW
6" CCL
6" CCL
6" DIW
6" CSL
12" CCL
12" CCL
6" DIW
6" CCL
6" CCL
6" CCL
6" DIW
6" DIW
4" HDP
12" CCL
6" DIW 6" DIW
6" CCL
12" DIW
6" DIW
6" CCL
12" CCL
6" DIW
6" DIW
6" DIW
12" DIW
12" DIW
6" CL
D
6" DIW8" DIW
6" CLD
6" PVC
6" CLD
48" CCL
6" DIW
12" DIW12" DIW
6" CCL
6" DIW
12" DIW
6" CCL
6" CCL
48" CCL
6" DIW
6" DIW
6" CCL
6" CCL
6" DIW
6" CCL
6" PVC
6" DI
6" CSL
6" DIW
6" CCL
6" CCL
12" CCL12" DIW
6" CCL
6" CCL
6" CCL6" CCL
6" CCL
8" DPW
6" DIW 4" H
DP
6" DIW
6" DIW
6" CCL
12" HDP
6" DIW
6" CCL
6" DIW
8" DIW
12" CLD
8" DIW
12" CCL
6" DIW
12" DIW
12" DIW
6" DIW6" DIW
6" CLD
8" DIW
6" CLD
6" CLD
6" CLD
6" DIW
6" DIW
6" CCL
6" CCL
6" DIW
6" CCL
6" DIW
6" DIW
6" CCL 6" DIW
6" DIW
6" DIW
6" DIW48" CCL
6" DIW
6" CCL6" DIW
6" CSL
6" DIW
6" DIW
6" DIW
6" CSL
6" DIW
6" DI 6" DIW
6" DIW
6" CLD
6" DIW
8" DIW
6" DIW
12" DIW
12" DIW
6" CCL
12" DIW
6" DIW
6" DIW
6" DIW
8" DIW8" DIW
6" DIW
8" DIW
12" DIW
8" DIW
6" DIW
6" CC
L
6" DIW
6" HDP
6" CLD
6" PVC
6" CLD
6" CLD
6" CLD
6" DIW
6" DIW
6" DIW
6" PVC
6" DIW
6" CCL
6" DIW
6" CSL
6" CCL
6" CCL
6" DIW
6" DIW 6" D
IW6" D
IW8" D
IW
6" CCL
6" DIW
6" CCL
6" CCL
6" CCL
6" DIW
12" CCL
6" DIW
8" DIW
6" DIW
6" CCL
6" CLD
6" CCL
8" DIW
8" DIW
8" DIW
48" DIW
48" CCL
6" DIW
6" CLD
8" DIW
6" CLD
8" UCI8" DIW
8" PVC
6" CCL
12" DIW
12" CCL
6" CCL
6" DIW
6" DIW
6" DIW
6" CCL
6" CCL
6" CCL
6" DIW
8" DIW
6" CSL
6" DIW
6" CSL
6" DIW
12" DIW
6" DIW
6" HDP
6" CCL
6" DIW
6" CCL
6" DIW
6" CCL
6" CCL
6" DIW
12" HDP
6" CCL
6" CCL
6" DIW
6" DIW
8" DIW
6" CC
L
12" DIW
6" DIW
12" DIW
6" CCL
6" DIW
8" DIW
8" UCI 6" DPW
8" PV
C
8" PVC
8" DIW
12" CCL
12" DIW
6" DIW
6" CCL
6" DIW
6" CCL
6" DIW
8" DIW
6" CCL
6" CCL
6" CCL
6" CCL
6" CCL
6" PVC
6" CCL
6" DIW
8" DIW
6" DIW
6" CCL
6" DIW
6" DI
6" DI
6" DIW
12" CCL
6" DIW
6" CCL
6" CCL
6" DIW
6" CCL
6" DIW
8" HDP
6" CSL
6" DIW
12" CCL
6" DIW
6" DIW
12" DIW
6" CCL
6" DIW
6" DIW
6" DIW
8" DIW
8" DIW
12" DIW
6" DIW
12" CCL
6" CCL
12" DIW
6" CCL
48" CCL
12" CLD
6" CLD
8" PVC
6" PVC
6" DIW
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12" CCL
48" DIW
6" DIW
6" DIW
6" DIW
48" DIW
6" CCL
6" CCL
6" DIW
6" CSL
6" CCL
6" CSL
6" DIW
6" CCL
12" DIW
8" CCL
6" CCL
8" DIW
8" DIW
6" CCL6" DIW
6" DIW
6" CSL
6" CSL
12" DIW
6" CSL 12" DIW
6" CCL
12" HDP
6" DIW
6" DIW
6" DIW
6" CC
L
12" CCL
6" HDP
48" CCL
6" DIW
8" DIW
8" PVC
6" DIW
6" CCL
6" CCL
6" CCL
12" CCL
6" DIW
6" CCL6" DIW
6" CCL
6" DIW
2" COP
6" CCL
6" DIW
6" CCL
6" DIW
6" DIW
6" DIW
48" CCL
48" CCL
48" DIW
48" CCL
48" CCL
48" CCL
48" DIW
48" CCL
33' CASTLEWOOD EASEMENT
ST XAVIER
EASEMENT #370
4" DS#571874" DS#128018
8" FS#25
1098
4" DS#25
1099
4" FS#53870
6" FS#253779
6" FS#206875
4" DS#60409
6" FS#200001
4" FS#263006
4" DS#253515
6" FS#292277
4" DS#46243
8" FS#24
5346
SAINT MICHAEL'S CEMETERY
SOUTHCENTRAL
BELL
DuPONT MANUAL STADIUM
SAINT XAVIERHIGH SCHOOL
CALVARY CEMETERY
LOUISVILLE CEMETERY CALVARY CEMETERY
33' CASTLEWOOD EASEMENT
ST XAVIER
EASEMENT #370
84' - 12" C
ASING PIPE
84' - 12" CASING PIPE
NO KE
YTUB
E
NO KEYTUBE
NO KEYTUBE
NO KE
YTUB
E
NO KEYTUBE
NO KEYTUBE
NO KEYTUBE
NO KEYTUBE
NO KEYTUBE
2"AAV
NO KEYTUBE
NO KEYTUBE
NO KEYTUBE
NO KEYTUBE
NO KEYTUBE
NO KEYTUBE
CLOSED
NO KEYTUBE
NO KEYTUBE
ABANDONED
NO KEY VALVE
NO KEYTUBE
8" DRAIN8" DRAIN
8" DRAIN
VALLEY RD
ROYAL AVE
HILL RD
DIXON AVE
GOSS AVE
SUMMIT AVE
MAYER AVE
EASTE
RN PKY
CLARKS LN
EIGELBACH AVE
DAHL
IA DR
FETTER CT
MILTON ST
ST MICHAEL ST BATES CT
LYDIA ST
WAGNER ST
CHARLES ST
CROSS RD
REASOR AVE
PARKWAY DR
MULBERRY ST TEXAS AVE ASH ST
SPRAT
T ST
POPLAR LEVEL PLZ
DIXIE ST
BARRET AVE
WETTERAU AVE
E BURNETT AVE
SAMUEL ST
POPLAR LEVEL RD
PARKW
AY GARDENS C
T
PINDELL AVE
FETTER AVE
ASH ST
GOSS AVE
TEXAS AVE
ASH ST
ASH ST
MILTON ST
E BURNETT AVE
POPLAR LEVEL RDASH ST
SPRAT
T ST
REASOR AVE
GOSS AVE
WETTERAU AVE
BARRET AVE
POPLAR LEVEL RD
TEXAS AVE
EASTE
RN PKY
ASH ST
EASTERN PKY
E BURNETT AVE
POPL
AR LE
VEL R
D
GOSS AVE
SAMUEL ST
POPLAR LEVEL RD
SAMUEL ST
EASTERN PKY
WAGNER ST
HILL RD
GOSS AVE
LYDIA ST
LYDIA ST
EASTERN PKY
TEXAS AVE
EASTERN PKY
LYDIA ST
REASOR AVE
WETTERAU AVE
LYDIA ST
ASH ST
MULBERRY ST
BARRET AVE
SAMUEL ST
6
5
1
47
3
9
1
2
8
43
85
19
21
54
46
12
61
11
41
51
77
96
14
33
3334
55
88
47
94
1113
15
16
5850
52
49
76
18
35
57
37
89
40
53
86
42
84
48
92
79
17
22
56
39
87
81
80
82
99
10
20
23
36
59
99
83
44
91
46
78
98
106
982
930
979908
953
981
990
953
961
948
940
951
941
928
975975
958
911
910
994
909
925
968
962
984
970
992
949
960
915913
923
987
964951
941
944
975
996
911
927
972970966
971
986
980
943
913
963
966
929
950
100
989
924
918
946
936
908
923
919
983
967
915
957
960
932
945
956
922920
916
914
963
957
956
954
950
912
940
979
913
969
988
972
946
917
955
951
958956
952
927
949
920
985
965
955
948
912
942
938
974
998
906
964
979
977
945
941
949947
947
931
919
942
936
947943
958
932
962
926
959
952
910
909
907
947
983
973
944
939
921
978974
953959
954
968
925
928
944
930
911
948
104
981
977
960
961
915
907
960958
975
939
945
917
938
943
1444
1420
1400
1342
1300
1287
1288
1229
1227
1246
1216
1214
1212
1225
1204
1173
1175
1174
1162
11691169
1170
1162
1140
1112
1155
1108
11081108
1106
1102
11061106
11041104
1102
1203
1122
1339
11041104
1425
11121110
1364
1416
1422
1053
1049
1046
1314
1255
12751275
1090
1054
1036
1037
10451043
1065
1034
1019
1030
1016
1023
11041100
1213
1217
1260
1244
1057
1053
1031
1021
1012
1005
1333
1110
1128
11421138
12331234
1219
1205
1234
1228
12201218
1054
1059
10361034
1037
1027
1028
1303
1004
1321
1319
1038
11451143
1206
1053
1038
1010
1006
1302
1027
1019
1116
1133
11301128
11391137
1026
1241
1247
1243
1254
1047
1033
10441042
1102
1115
1134
1124
1203
1225
1252
1245
1011
1010
1024
1308
1106
1124
12141212
1217
1238
1236
1263
1015
1005
1025
1033
1035
1106
1104
1111
1131
1124
1113
12181455
1457
1239
1237
1252
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1020
10191015
1471
1339
1032
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1126
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1243
1111
1429
1410
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1326
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131213101300
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1168
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1145
11641164
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1160
1158
11101110
1112
1112
1138
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1106
1102
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1120
1104
1430
1286
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1116
1366
1026
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12781278
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1247
1056
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1032
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1002
1106
11241122
1262
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1040
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1028
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1011
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1000
1325
1337
1340
11301126
1136
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1251
1217
1209
1051
1045
1020
1009
10011301
1332
1328
1114
1110
1131
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1047
1050
1040
1037
1015
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1016
1029
1028
1121
1127
11181114
1314
11351133
1016
1025
1019
1239
1253
1245
12611259
1268
1020
1025
1038
1051
1113
1103
1110
1111
1130
1344
1137
1013
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1012
1101
1114
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1117
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1121
1006
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1011
1027
1037
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1031
1021
1030
1405
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1116
11331129
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1122
1225
1007
1008
1020
1103
1116
1511
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1527
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1106
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1108
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1014
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1029
11101337
1125
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1208
1242
1027
1009
1001
1328
1116
1126
1447
1249
1252
1001
1337
1025
1009
1016
1034
1028
1103
1112
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1126
1459
1227
1003
1338
1016
1006
10111009
1034
1016
1104
1123
1128
1139
1226
1230
1014
1555
1350
1600
1318
1288
1285
1280
1258
1285
1222
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1221
1228
1212
1207
12291229
1210
1176
1211
1171
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1169
1170
1110
11121112
1132
1108
1130
1126
1118
1348
1053
1049
1312
1278
1265
12731273
1267
1092
1090
1063
1060
1050
1034
1033
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Copyright (c) 2013, LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWER DISTRICT (MSD), LOUISVILLE WATER COMPANY (LWC), LOUISVILLE METRO GOVERNMENT, and JEFFERSON COUNTY PROPERTY VALUATION ADMINISTRATOR (PVA). All Rights Reserved.
February 6, 2013Map Compilation: eschmidtFile Location: z:\acad\work\jamie long\studymaps\eastern.mxd
Ë
Eastern Parkway Bridge Replacement
0 200 400100Feet
Scale: 1" = 100'
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SOUT
H FOR
K BEA
RGRA
SS CR
EEK
57" x 6
2.5"
24"
18"
10"
6"
39"
42"
54"
15"
8"
21"
30"
12"
33"
36"
45"
60"
8"
15"
8"
36"
30"
30"
8"
30"
8"
8"
12"
15"
24"12"
8"
21"
42"
21"
42"
12"
24"
8"
15"
15"
54"
30"
8"
8"
12"
8"
54"
8"
21"
15"
10"
15"
10"
15"
10"
21"
8"
8"15
"
8"
18"
15"
8"
8"
18"
8"
54"
15"
21"
6"
39"
18"
8"8"
39"
39"
30"
12"
8"
15"
39"
39"
15"
18"
15"
8"
8"
10"
8"
15"
15"
36"
12"
10"
24"
15"
8"
8"
15"
8"
18"
18"
15"
33"
8"8"
24"
15"
21"
39"
15"
15"
8"
39"
8"
39"
39"
18"
39"
8"
12"
8"
18"
15"
15"
8"
54"
18"
8"
8"
24"
15"
15"
6"
24"
12"
30"
12"
42"
39"
15"
54"
15"
8"
8"
42"
18"
18"
8"
15"
10"
24"15"
21"
8"
10"
12"
15"
24"
8"
15"
15"
15"8"
15"
54"
15"
15"
15"
12"
39"
8"
15"
24"
39"
15"
8"
39"
39"
15"
36"
15"15" 8"
8"
39"
8"
8"
24"
8"
6"
8"
39"
8"
24"
36"
24"
54"
39"
8"
39"
39"
POPLAR LEVEL RD
DIXIE ST
ROYAL AVE
THRUSTON AVE
ARDMORE DR
PARKWAY DR
CLARKS LN
HARTMAN AVE
BARRET AVE
CASTLEVALE DR
GOSS AVE
POPLAR LEVEL PLZ
RUTH AVE
BE222
BA222BC
220
BC22
4BE224
BE220
BA220BA224
EASTERN PKY
NEWBURG RD
SHADY LN
DEER LN
DIXON AVE
MAYER AVE
DAHL
IA DR
DEERWOOD AVE
AUDUBON RIDGE DR
EIGELBACH AVE
AUDUBON RIDGE CT
BAXTER AVE
DEER PARK AVE
SPEED AVE
FILSON AVE
SUMMIT AVE
PARKWAY GARDENS CT
GRANTSWOOD CT
BONNYCASTLE AVE
COMM
UNITY
HORIZ
ON CI
R
RICHMOND DR
REASOR AVE
FORD VISTA WAY
Copy
right
©
, M
etrop
olitan
Sewe
r Dist
rict (M
SD) a
ndLo
uisvill
e Wate
r Com
pany
(LWC
), All R
ights
Rese
rved
The M
SD S
anita
ry fac
ility d
ata in
clude
d here
in wa
s crea
ted fro
m MS
D En
ginee
ring R
ecord
Dr
awing
s and
repre
sent
only
the ap
proxim
ate sc
hema
tic lo
catio
ns of
MSD
facili
ties.
MSD
ma
kes n
o warr
antie
s or re
prese
ntatio
ns ex
press
ed or
impli
ed, a
s to t
he ac
curac
y an
d co
mplet
enes
s of th
is da
ta for
any u
se w
hatso
ever.
Exa
ct loc
ation
s of M
SD fa
cilitie
s mus
t be
verifi
ed in
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ield.
Scale
: 1" =
£20
12
400'
Feet
040
0Pr
inted
: Mar-
27-20
12BC
222 (
MAL1
9H)
(1, 2, or 4)
miles
DR
UC
Additional Costs Unit Unit Cost Quantity4 Lane Interchange/s Each $10,000,000 0Turn Lane/s Foot $750 0
Total: D+R+U+C
Quantity Total$0$0
1 $200,000$0$0
$200,000
Quantity Total$0$0$0$0
$0
$0$0
$10,000Right of Way Total: *note: if right-of-way costs are not expected, use $10,000 as a minimum
Hillside Acreage (Non-buildable) Acre $2,000
Grave Relocation Each $5,000
Buildable Land Acre $60,000
Farm/Non-commercial Acre $32,500
Relocation Each $25,000Commercial Acre $100,000
Type Unit Unit Cost CommentsAcquisition Each $350,000
Stream Mitigation Foot $250Design Total:
Right of Way
Bridge (Consultant) Each $200,000Small Projects Each $300,000
Two Lane Mile $600,000Four Lane Mile $1,200,000
$0Comments:"Per Mile" estimation not applicable for this project.
Detailed Estimation
DesignType Unit Unit Cost Comments
$0
Construction $0-
$0$0
Buildings/Misc. N/A $0
Utilities $0 $0
Planning Estimation Worksheet
Project Description:Replace Bridge (056B00139N) over South Fork Beargrass Creek on Eastern Pkwy. (US 60A) -- SYP#: 5-1064.00. DNA Alternative 2.
Per Mile Estimation
Number of lanes (Additional):
Length of Project:
Right of Way $0 $0Land $0 $0
Phase Average Cost Per Mile Total CostDesign
Rural Area Urban Area
Updated: 3/1/2013 1
Quantity Total$0
200 $100,000$0$0
$0$0$0$0$0$0$0
200 $21,000$0$0
- $54,450$180,000
Quantity Total
3888 $777,600$0
30 $15,000$0
$0$0$0$0$0
- $39,630$0$0$0$0$0$0$0
- $124,835- $41,612
$1,000,000
$105FootSewer Line
Construction Total:
Total Estimate: $1,390,000
Project Engineering Percentage 15%
Source: www.concretenetwork.com - National Average in 2008: $75/cuyd
Contingencies Percentage 5%
New signals: $30,000-$140,000. Assuming high end for Pedestrian usage. (walkinginfo.org)
RCBC Culvert Foot $200Quick Curb Foot $65
36" - 48" Drain Pipe Foot $7554" - 96" Drain Pipe Foot $300
Misc. Percentage 5.0%< 30" Drain Pipe Foot $50
DGA Ton $20Guardrail Foot $15
Borrow Cubic Yard $16Asphalt Ton $85
General Construction Costs -Excavation Cubic Yard $10
County Approaches* Foot $400*Costs do not include Excavation -
> 100' Span* Square Foot $175State Approaches* Foot $500
Bridge & Approach Cost -< 100' Span* Square Foot $200
Utilities Total:
ConstructionType Unit Unit Cost Comments
Utility Easement Each $100,000
Overhead Percentage 45.0%
UG Telephone Line Foot $35UG Fiber Optics Foot $180
1 Foot6" Encasement Foot $140
1 Foot1 Foot
1 FootGas Lines -
13 Foot $5001 Foot
Utility Pole Each $7,500Water Lines -
UtilitiesType Unit Unit Cost Comments
ConcreteTraffic Signal
Cubic YardEach
$75$140,000
48"
Size
Size
Size
Size
Size
Updated: 3/1/2013 2
(1, 2, or 4)
miles
DR
UC
Additional Costs Unit Unit Cost Quantity4 Lane Interchange/s Each $10,000,000 0Turn Lane/s Foot $750 0
Total: D+R+U+C
Quantity Total$0$0
1 $200,000$0$0
$200,000
Quantity Total$0$0$0$0
$0
$0$0
$10,000Right of Way Total: *note: if right-of-way costs are not expected, use $10,000 as a minimum
Hillside Acreage (Non-buildable) Acre $2,000
Grave Relocation Each $5,000
Buildable Land Acre $60,000
Farm/Non-commercial Acre $32,500
Relocation Each $25,000Commercial Acre $100,000
Right of WayType Unit Unit Cost Comments
Acquisition Each $350,000
Stream Mitigation Foot $250Design Total:
Bridge (Consultant) Each $200,000Small Projects Each $300,000
Two Lane Mile $600,000Four Lane Mile $1,200,000
$0Comments:"Per Mile" estimation not applicable for this project.
Detailed Estimation
DesignType Unit Unit Cost Comments
Construction $0-
$0$0
Buildings/Misc. N/A $0
Utilities $0 $0
Land $0 $0
Phase Average Cost Per Mile Total CostDesign $0
Planning Estimation Worksheet
Project Description:Replace Bridge (056B00139N) over South Fork Beargrass Creek on Eastern Pkwy. (US 60A) -- SYP#: 5-1064.00. DNA Alternative 3.
Per Mile Estimation
Number of lanes (Additional):
Length of Project:
Right of Way $0 $0
Rural Area Urban Area
Updated: 3/1/2013 3
Quantity Total$0
200 $100,000$0$0
$0$0$0$0$0$0$0
200 $21,000$0$0
- $54,450$180,000
Quantity Total
3888 $777,600$0
30 $15,000$0
$0$0$0$0$0
- $118,890$0$0$0$0$0$0$0
- $136,724- $45,575
$1,100,000Construction Total:
Total Estimate: $1,490,000
Project Engineering Percentage 15%Contingencies Percentage 5%
Concrete Cubic Yard $75 Source: www.concretenetwork.com - National Average in 2008: $75/cuyd
Traffic Signal Each $140,000 New signals: $30,000-$140,000. Assuming high end for Pedestrian usage. (walkinginfo.org)
RCBC Culvert Foot $200Quick Curb Foot $65
36" - 48" Drain Pipe Foot $7554" - 96" Drain Pipe Foot $300
Misc. Percentage 15.0%< 30" Drain Pipe Foot $50
DGA Ton $20Guardrail Foot $15
Borrow Cubic Yard $16Asphalt Ton $85
*Costs do not include Excavation -General Construction Costs -
Excavation Cubic Yard $10
State Approaches* Foot $500County Approaches* Foot $400
< 100' Span* Square Foot $200> 100' Span* Square Foot $175
ConstructionType Unit Unit Cost Comments
Bridge & Approach Cost -
Overhead Percentage 45.0%Utilities Total:
Utility Easement Each $100,000Sewer Line Foot $105
UG Telephone Line Foot $35UG Fiber Optics Foot $180
1 Foot6" Encasement Foot $140
1 Foot1 Foot
1 FootGas Lines -
13 Foot $5001 Foot
Utility Pole Each $7,500Water Lines -
UtilitiesType Unit Unit Cost Comments
48"
Size
Size
Size
Size
Size
Updated: 3/1/2013 4