My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Long Term Occupancy Permit - Selge Construction Co., Inc.
sbend
>
Public
>
Public Works
>
Board of Works Documents
>
2023
>
Licenses & Permits
>
Long Term Occupancy Permit - Selge Construction Co., Inc.
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/13/2023 2:06:42 PM
Creation date
6/13/2023 2:06:06 PM
Metadata
Fields
Template:
Board of Public Works
Document Type
Requests
Document Date
6/13/2023
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
710 <br />715 <br />720 <br />725 <br />730 <br />735 <br />740 <br />710 <br />715 <br />720 <br />725 <br />730 <br />735 <br />740 <br />41+00 42+00 43+00 44+00 45+00 46+00722.28725.2724.34724.6725.82725.9726.72726.4727.05726.8726.98727.0726.91726.9726.84727.1726.76727.0726.69726.9726.61726.6-0.15% <br />Existing Ground <br />Profile Grade <br />End Construction <br />Sta. 42+42.16 "PR-CLT 2" <br />Elev. 727.04 <br />PVI STA. = 41+35.00 <br />PVI ELEV. = 727.23 <br />V.C. = 250'IIFOFO <br />FO <br />P.C. 40+55.09 "PR-CLT 2" <br />P.C. 42+11.54 "PR-CLT 2" <br />P.T. 40+79.56 "PR-CLT 2" <br />P.T. 42+34.25 "PR-CLT 2"10" VCP1 <br />0 <br />" <br /> <br />V <br />C <br />P <br />/ <br />C <br />P <br />P <br />12" VCP <br />10" <br />V <br />C <br />P <br />10" VCP <br />(asphalt) <br />(asphalt) <br />(concrete) <br />(grass) <br />(grass)(grass) <br />(grass)(asphalt)(grass) <br />(grass) <br />(grass)(asphalt) <br />(asphalt) <br />(grass) <br />(concrete)(concrete)OTSEGO AVE.(VACATED ALLEY)ZZANGELA BVLD.177+34.7 17.4' CURB INLET177+42.8 27.1' PWP177+51.7 25.0' 20 MPH CURVE SIGN177+71.9 45.1' GATE178+72.9 19.2' NO PARKING SIGN178+87.9 25.9' PWP178+97.4 25.2' FIBER OPTIC MARKER POST179+19.1 46.3' FENCE COR.179+19.0 18.8' FENCE COR.179+08.8 18.7' END FENCE179+08.8 10.8' PEDESTRIAN CROSSING SIGN179+45.6 48.2' FENCE179+46.6 20.0' FENCE COR.179+49.8 25.1' TBM179+50.7 25.7' PWP179+72.5 19.7' FENCE177+34.7 18.9' STORM M.H.177+60.8 31.5' STOP SIGN177+57.4 36.0' CURB INLET178+10.1 57.1' WATER M.H.178+31.7 56.5' BUSH178+47.6 41.7' 24" TREE178+52.9 40.1' WATER VALVE - SERVICE178+81.5 26.5' NO PARKING SIGN178+83.4 18.2' WATER M.H.179+56.2 60.9' EAST BANK TRAIL SIGN179+49.4 62.2' LIGHT POLE179+64.2 58.4' 1" PIPE MON. FND.179+70.8 60.3' PWP179+65.5 45.1' GUY ANCHOR179+48.4 34.2' WARNING SIGN177+49.4 45.0' END W. I. FENCE179+90.9 22.9' SIGN POST (NO SIGN)179+88.1 11.8' LANE ENDS WARNING SIGN180+49.1 13.1' STORM M.H.180+46.4 4.8' WATER VALVE180+55.8 35.7' SIGN180+52 24.9' PWP180+75.7 25.7' GUY ANCHOR181+03.9 19.9' TRAF. SIG. POLE181+05.7 12.4' SIGN181+13 37.1' 30" TREE181+35.5 12.2' SIGN181+46.4 34.4' 18" TREE182+04 31.2' 40" TREE182+33.5 8.9' INLET182+54.4 48.9' TRAF. SIG. M.H.182+48.7 45.5' FIRE HYDRANT182+48.6 27.4' LIGHT POLE182+48.9 19.3' TRAF. SIG. M.H.182+34.5 19.4' TRAF. SIG. POLE180+12.9 20.1' STORM M.H.179+96.6 38.7' WATER VALVE179+95.3 46.9' FIRE HYDRANT179+82 50.8' GUY ANCHOR180+02.9 50.4' PWP179+98.1 68.7' 12" TREE180+45.7 50.1' CURB INLET180+42.7 52.9' PWP180+25.7 91.3' INLET180+55.7 66.4' 12" TREE180+69.2 66.8' SIGN180+91.5 58' PWP180+94.2 68' 8" TREE181+05.8 58.8' TRAF. SIG. POLE181+52.2 60.2' BOLLARD181+48.5 60.2' BOLLARD181+44.4 60.3' BOLLARD181+40.2 60.3' BOLLARD181+36.1 60.2' BOLLARD182+30.4 21' TRAF. SIG. DET. LOOP182+00.8 20.6' TRAF. SIG. DET. LOOP182+15.3 20.3' TRAF. SIG. DET. LOOP182+07.4 26.4' TRAF. SIG. DET. HOUSING182+30.1 32.7' TRAF. SIG. DET. LOOP182+14.5 32.1' TRAF. SIG. DET. LOOP181+99.3 32.2' TRAF. SIG. DET. LOOP182+06.2 36.8' TRAF. SIG. DET. HOUSING182+15.5 36.7' WATER VALVE182+29.9 43.9' TRAF. SIG. DET. LOOP182+15.5 43.5' TRAF. SIG. DET. LOOP182+00.3 43.4' TRAF. SIG. DET. LOOP182+09.1 51.1' TRAF. SIG. M.H.182+11.2 51' PWP182+39 19.3' STORM M.H.182+32.2 47.9' INLET182+48.5 58.6' TRAF. SIG. M.H.182+37 57.8' TRAF. SIG. POLE10.0' <br />5.0' <br />180+00 <br />P.O.T. 183+00.00 "A"N MICHIGAN ST.181+66.1 80.3'16" TREEApp. P.L. & Exist. R/W <br />EAST BANK TRAILEnd Construction <br />P.O.T. 42+42.16 "PR-CLT 2" <br />+54, Class I Drive <br />W= 23.4' <br />BROTHERS OF <br />THE HOLY CROSS <br />UNIVERSITY OF NOTRE DAME DU LAC <br />GEOFFREY F. <br />SAMORA <br />150 ANGELA BLVD <br />LINDBORG REAL <br />ESTATE, LLC <br />138 ANGELA BLVD <br />HOLY CROSS <br />COLLEGE, INC. <br />MEMORIAL <br />HEALTH SYSTEM <br />1345 MICHIGAN ST <br />Const. Limits <br />10.0' <br />ANGELA BVLD. <br />+PL(+69.46) <br />10.00' <br />+23.65 <br />8.00' <br />Line "A" <br />Line "A" <br />Line "A" <br />App. P.L. & Exist. R/W App. P.L. & Exist. R/WApp. P.L. & Exist. R/W App. P.L. & Exist. R/WApp. P.L. & Exist. R/WApp. P.L. & Exist. R/W <br />R/W <br />R/W <br />R/W R/W <br />Section Line <br />Section LineSection Line <br />F1 <br />S <br />15 <br />26 <br />Line "PR-CLT 2 <br />" <br />Line "PR-CLT 2"Line "PR-CLT 2"+54.8End Incidental Construction <br />P.O.T. 45+76.51 "PR-CLT 2" <br />41+00 <br />42+00 <br />43+00 44+00 45+00 <br />C 45+7741+0042+0043+0044+0045+00S <br />S <br />C <br />Underground AEP <br />Vault w/ Manholes Underground <br />AEP Duct Bank <br />File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plan & Profile.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd. <br />Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br />DESIGNED: <br />CHECKED: <br />DRAWN: <br />CHECKED: <br />RECOMMENDED <br />FOR APPROVAL <br />DESIGN ENGINEER DATE <br />SHEETS <br />of <br />VERTICAL SCALE <br />HORIZONTAL SCALE <br />CONTRACT <br />BRIDGE FILE <br />PROJECT <br />DESIGNATION <br />SURVEY BOOKAJAJN2 <br />CCR CCR <br />1" = 20' <br />1" = 5' <br />N/A <br />1401811 <br />- <br />R-38065-C <br />14 47 <br />1401811 <br />PLAN & PROFILE <br />LINE "PR-CLT 2" <br />INDIANA <br />DEPARTMENT OF TRANSPORTATIONMatchline - Sta. 40+50CONSTRUCTION DETAILS LEGEND CR Curb Ramp, Concrete <br />A <br />Concrete Sidewalk, 5"F <br />Sidewalk,Decorative <br />(See Architectural Details) <br />PCCP, 9"C <br />D <br />Detectable Warning ElementsG <br />TEMPORARY EROSION CONTROL LEGEND <br />Proposed Ditch Flow Line <br />Existing Ditch Flow Line <br />Silt FenceSFSF <br />Culvert Pipe Protection <br />Inlet Protection (Ditch) <br />Inlet Protection (Curb) <br />Modified Check Dam, Revetment Riprap <br />Erosion Control Blanket Proposed Luminaire Post Foundation <br />(See Lighting Plans) <br />Multi-Use Path <br /> 140 #/Sys HMA Surface, Type "B" on <br /> 220 #/Sys HMA Intermediate, Type "B" on <br /> 6" Compacted Aggregate, No. 53, Base <br />F1 <br />1.5" Milling, Asphalt, thenM <br /> 165 #/Sys QC/QA-HMA, 2, 64, Surface, 9.5 mm <br />A1 Architectural Fixture/Feature <br />(See Architectural Details) <br /> Ornamental Railing <br />All Existing Topography Is Described <br />From Line "A". All R/W is described from <br />Line "PR-CLT-2" unless otherwise noted. <br />Line "PR-CLT-2" to be constructed. All <br />proposed construction station/offsets are <br />described from Line "PR-CLT-2" unless <br />otherwise noted. <br />Bollard, (See Layout Plan <br />Enlargment For Type & Location) <br />HMA for Approaches, Type B, <br /> 165 #/Sys HMA Surface, Type "B", on <br /> 275 #/Sys HMA Intermediate, Type "B", on <br /> 660 #/Sys HMA Base, Type "B" , on <br /> Subgrade Treatment, Type II <br /> (6" Coarse Aggregate No. 53), on <br /> Geogrid, Type 1B <br />Sidewalk Remove <br />Proposed Bridge Luminaire <br />(See Lighting Plans) <br />Sidewalk Removal <br />Seed Mixture US <br />Concrete Curb Type B15 <br />Concrete Curb16 <br /> Sodding, Nursery26 <br />Railroad Flashing Light
The URL can be used to link to this page
Your browser does not support the video tag.