W912P619B0001_Whiting_Water_Main_Improvements_RTA_PLANS.pdf
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- W912P619B0001
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Chicago District
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LAST SAVED BY: MDOWNS ON 1/8/19
PLOTTED BY: MATTHEW DOWNS ON 12/13/17
CITY of WHITING
PLANS FOR
LAKE COUNTY, INDIANA
CENTER STREET
WATER MAIN AND COMBINED SEWER IMPROVEMENTS
INDEX OF SHEETS
G-001 COVER AND VICINITY MAP
CU-111 SEWER IMPROVEMENTS (OPTION NO.1)
CU-103 - CU-106 PLAN & PROFILE (BASE)
CU-112 - CU-113 EROSION CONTROL PLAN (BASE)
G-002 SUMMARY OF QUANTITIES AND
GENERAL NOTES
SOLICITATION NO.:W912P619B0001
CERTIFIED FINAL DOCUMENTS: RTA W912P619B0001
AS-AWARDED CERTIFIED FINAL: W912P6-##-C-####
ISSUE DATE : 11 JANUARY 2019
LAKE
PORTER
LA PORTE
ST. JOSEPH ELKHART LAGRANGE STEUBEN
NEWTON
JASPER
STARKE
PULASKI
WHITE
MARSHALL
FULTON
CASS MIAMI
NOBLE DE KALB
ALLEN
WHITLEY
KOSCIUSKO
WABASH HUNTINGTON WELLS ADAMS
CARROLLBENTON
CU-101 - CU-102 EXISTING CONDITIONS AND REMOVAL PLAN (BASE)
G-003-G-004 TYPICAL SECTIONS (BASE)
CU-107 - CU-110 DRAINAGE & UTILITIES (BASE)
SOIL BORINGG-005
CONSTRUCTION DETAILS (BASE)G-008 - G-011
CROSS SECTIONS (BASE)SC-101 - SC-111
ALIGNMENT AND CONTROL PLAN (BASE)G-006
CONSTRUCTION DETAILS (OPTION NO.1)G-007
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GENERAL NOTES
00 01 A A Mobilization 1 JOB
00 01 A B Demobilization 1 JOB
00 01 A C Traffic Control 1 JOB
00 01 A D Curb and Gutter, Remove 10 LF
00 01 A E Catch Basin, Remove 1 EA
00 01 A F Excavation, Unclassified 405 CY
00 01 A G Exfiltration Trench, with Pipe 40 LF
00 01 A H Subgrade Treatment, TYPE III 1,600 SY
00 01 A J Compaced Aggregate No. 73 10 TON
00 01 A K Compaced Aggregate No. 53 500 TON
00 01 A L HMA Patching, Type B 40 TON
00 01 A M Milling, Asphalt, 1 1/2 inch 277 SY
00 01 A N Milling, Asphalt, 4 inch 203 SY
00 01 A O Preparation of Base 203 SY
00 01 A P HMA Pavement, 1.5 inch 280 SY
00 01 A Q HMA Pavement, 4.0 inch 823 SY
00 01 A R Asphalt for Tack Coat 1,103 SY
00 01 A S Curb and Gutter, Concrete 10 LF
00 01 A T Casting, 4, Furnish and Adjust to Grade 1 EA
00 01 A U Catch Basin, A8 Modified 1 EA
00 01 A V Remove and Replace 12 Inch Storm Sewer with Water Main Quality Pipe 36 LF
00 01 A W Ductile Iron Water Main, Class 52 with Polyethylene Encasement, 6 Inch 4 LF
00 01 A X Ductile Iron Water Main, Class 52 with Polyethylene Encasement, 8 Inch 1,225 LF
00 01 A Y Water Valve, Adjust 1 EA
00 01 A Z Valves, 8 Inch 1 EA
00 01 B A Fire Hydrant Assembly Complete 4 EA
00 01 B B Tapping Valves and Sleeves 6 Inch 2 EA
00 01 B C Line, Thermoplastic, Solid, White, 6 Inch 56 LF
00 01 B D Line, Thermoplastic, Solid, White, 24 Inch 14 LF
00 01 B E Retoration, Seeding 175 SY
00 01 B F HTRW Allowance 1 LOT
00 01 B G Performance and Payment Bonds 1 LOT
00 02 Option #1 Bid Items
00 02 A A Traffic Control 1 JOB
00 02 A B Casting, Modified 4 EA
00 02 A C Sanitary Sewer to be Pipelined, 18 Inch 577 LF
00 02 A D Sanitary Sewer to be Pipelined, 21 Inch 212 LF
00 02 A E Service Laterals to be Reinstated 47 EA
00 02 A F Manhole Interior Protective Coating 4 EA
00 02 A H Performance and Payment Bonds 1 LOT
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1. THE CONTRACTOR SHALL ABIDE BY AUTHORITIES HOURS OF ACTIVE CONSTRUCTION AND REDUCE NOISE LEVELS AFTER 7:00 PM. THE CONTRACTOR SHALL ABIDE BY AUTHORITIES HOURS OF ACTIVE CONSTRUCTION AND REDUCE NOISE LEVELS AFTER 7:00 PM. 2. BE AWARE OF ANY UTILITY IN THE VICINITY, CROSSING UNDERGROUND OR AERIAL THAT WILL INTERFERE WITH HEAVY EQUIPMENT BE AWARE OF ANY UTILITY IN THE VICINITY, CROSSING UNDERGROUND OR AERIAL THAT WILL INTERFERE WITH HEAVY EQUIPMENT USE ON THE SITE. 3. THE CONTRACTOR SHALL COORDINATE WITH TRASH SERVICE FOR ALTERNATE PICKUP LOCATION. CONTRACTOR WILL WORK WITH CITY. THE CONTRACTOR SHALL COORDINATE WITH TRASH SERVICE FOR ALTERNATE PICKUP LOCATION. CONTRACTOR WILL WORK WITH CITY. 4. BEFORE STARTING ANY EXCAVATION THE CONTRACTOR SHALL CALL "INDIANA 811" AT (800) 382-5544 FOR FIELD LOCATIONS OF BEFORE STARTING ANY EXCAVATION THE CONTRACTOR SHALL CALL "INDIANA 811" AT (800) 382-5544 FOR FIELD LOCATIONS OF BURIED UTILITIES. (48 HOUR NOTIFICATION REQUIRED) 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD PRIOR TO IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD PRIOR TO CONSTRUCTION AND ORDERING OF MATERIAL. 6. THE REMOVAL AND/OR REPLACEMENT OF ANY DRIVEWAYS, PAVEMENT, CURB, SIDEWALK, ETC. SHALL BE ACCOMPLISHED BY MEANS THE REMOVAL AND/OR REPLACEMENT OF ANY DRIVEWAYS, PAVEMENT, CURB, SIDEWALK, ETC. SHALL BE ACCOMPLISHED BY MEANS OF A SAW CUT JOINT. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE UNIT PRICE FOR THE VARIOUS ITEMS. 7. THE CONTRACTOR SHALL CONTACT THE CITY FOR POTENTIAL LOCATIONS OF STAGING AREAS ADJACENT TO THE WORK SITE. THE THE CONTRACTOR SHALL CONTACT THE CITY FOR POTENTIAL LOCATIONS OF STAGING AREAS ADJACENT TO THE WORK SITE. THE PROTECTION OF THE EQUIPMENT AND MATERIALS STORED WILL BE AT THE CONTRACTOR'S EXPENSE.
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AutoCAD SHX Text MILLING ASPHALT, 1 " 12" MILLING ASPHALT, 4" EXISTING HMA, ±4"EXISTING PARKWAY/GROUND EXISTING CURB CONCRETE OR CURB AND GUTTER EXCAVATION UNCLASSIFIED, ±10" OR 8" **PREPARATION OF BASE
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AutoCAD SHX Text 165 ILBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm., SEE NOTE 2
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AGGREGATE SHOULDER, 4" PAID AS COMPACTED AGGREGATE, NO. 53
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PROPOSED DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8"
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TRANSITION FROM NORMAL CROWN TO SUPER
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PIPING TRENCH EXCAVATION, SEE NOTE 3
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CONSTRUCTION & PGL
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EXISTING R.O.W.
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EXISTING R.O.W.
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CONSTRUCTION & PGL
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EXISTING R.O.W.
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AutoCAD SHX Text MILLING ASPHALT, 1 " 12" MILLING ASPHALT, 4" EXISTING HMA, ±4" OR ±8" *EXISTING PARKWAY/GROUND EXISTING CURB CONCRETE OR CURB AND GUTTER EXCAVATION UNCLASSIFIED, ±10" OR 8" **PREPARATION OF BASE
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AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 19mm., SEE NOTE 1 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
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AutoCAD SHX Text 165 ILBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm., SEE NOTE 2
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AGGREGATE SHOULDER, 4" PAID AS COMPACTED AGGREGATE, NO. 53
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PROPOSED DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8"
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PIPE TRENCH EXCAVATION, SEE NOTE 3
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AutoCAD SHX Text RESTORATION, SEEDING, EROSION CONTROL BLANKET INCLUDED IN RESTORATION SEEDING FOR ALL EXPOSED AREAS AS NOTED ON THE PLANS
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AutoCAD SHX Text 2" COMPACTED AGGREGATE, NO 73 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text 2A
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 19mm., SEE NOTE 1
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EXISTING 6" WATERMAIN
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HMA PATCHING, TYPE B, 8"
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MATCH EXIST
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MATCH EXIST
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EXISTING 6" WATERMAIN
NOTE 1: PAID FOR AS HMA PAVEMENT, 4 INCH PAID FOR AS HMA PAVEMENT, 4 INCH NOTE 2: PAID FOR AS HMA PAVEMENT, 1.5 INCH PAID FOR AS HMA PAVEMENT, 1.5 INCH NOTE 3: WORK INCLUDED IN DUCTILE IRON WATER MAIN, CLASS 52 WORK INCLUDED IN DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHELENE, ENCASEMENT, 6 INCH, 8 INCH
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APPROXIMATE SOIL BORING LOCATION SHOWN AT STA. 6+00, RT
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AutoCAD SHX Text The ground coordinate system used and bearings provided for on this plat are derived from Global Navigation Satellite System (GNSS) measurements. The values shown on the hereon drawn plat are estimated Indiana State Plane Western Zone North American Datum 1983 (GEOID12A) GROUND coordinates based upon an average location for the length of the project having the following parameters: 41°40'52.18417" North Latitude (WGS '84) 87°29'18.80081" West Longitude (WGS '84) 484.712 Ellipsoid Height U.S. Survey Feet (WGS '84) 594.666 Elevation Use of the above information should yield a combined factor of: 1.0000424609. Ground distances should be divided by the combined factor to arrive at grid distances. Grid distances should be multiplied by the combined factor to arrive at ground distances.
BM-1 RR SPIKE SET IN NORTH FACE OF PP AT THE SOUTH WEST INTERSECTION OF CENTER STREET AND 16' PUBLIC ALLEY ABOUT STA. 2+00.
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MATCHLINE STA 9+50
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REMOVE
AutoCAD SHX Text MILLING ASPHALT, " 12" EXCAVATION UNCLASSIFIED, ±10" OR 8"CONCRETE TO BE REMOVED (PAID AS EXCAVATION, UNCLASSIFIED) CATCH BASIN, REMOVE TREE REMOVAL, BY OTHERS CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
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REMOVE
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STONE
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FLOOR EL =588.90
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GARAGE
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FLOOR EL =588.87
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GARAGE
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FLOOR EL =588.68
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GARAGE
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BIT PVMT
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RR CONTROL BOX
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BLDG
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FENCE CHAIN LINK
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CASING VENT PIPE
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GATE
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SIGN POST
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CONC PAD
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EX CB RIM EL=587.90 (FULL OF WATER)
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SAW CUT ALONG RIGHT OF WAY (TYP)
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UNCLASSIFIED
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UNCLASSIFIED
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10" EXCAVATION,
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8" EXCAVATION,
APPROXIMATE LOCATION OF SOIL BORING
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MATCHLINE STA 9+50
AutoCAD SHX Text CROSSWALK COMPOSED OF PAVING BRICKS, TO BE REMOVED. WORK PAID FOR EXCAVATION, UNCLASSIFIED, 4"±
AutoCAD SHX Text MILLING ASPHALT, " 12" EXCAVATION UNCLASSIFIED, ±10" OR 8"CONCRETE TO BE REMOVED (PAID AS EXCAVATION, UNCLASSIFIED) CATCH BASIN, REMOVE TREE REMOVAL, BY OTHERS CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
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FLOOR EL =589.70
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FOUNDATION EL=589.51
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8" EXCAVATION, UNCLASSIFIED
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RESURFACING LIMITS (1' FROM FENCE)
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RESURFACING LIMITS
AutoCAD SHX Text BEGIN RECONSTRUCTION IMPROVEMENTS ALLEY STA 2+35.01, 17.6' RT, CENTER STREET 18+40.75
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END RECONSTRUCTION IMPROVEMENTS STA 3+96
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OR
AutoCAD SHX Text 1A
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 12.5mm., SEE NOTE 1 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text
AutoCAD SHX Text 165 ILBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm., SEE NOTE 2
AutoCAD SHX Text
AutoCAD SHX Text
AGGREGATE SHOULDER, 4" PAID AS COMPACTED AGGREGATE, NO. 53
AutoCAD SHX Text
AutoCAD SHX Text 2" COMPACTED AGGREGATE, NO 73 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text 2A
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 12.5mm., SEE NOTE 1
AutoCAD SHX Text 1A
AutoCAD SHX Text NOTE 1: PAID FOR AS HMA PAVEMENT, 4 INCH PAID FOR AS HMA PAVEMENT, 4 INCH NOTE 2: PAID FOR AS HMA PAVEMENT, 1.5 INCHPAID FOR AS HMA PAVEMENT, 1.5 INCH
AutoCAD SHX Text
CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
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EXFILTRATION TRENCH
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STONE
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STONE
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BIT PVMT
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BIT PVMT
AutoCAD SHX Text
RR CONTROL BOX
AutoCAD SHX Text 12"
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
CW
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
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CONC LP
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FENCE CHAIN LINK
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CW
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CW
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FENCE PVC
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CONC DW
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CASING VENT PIPE
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CW
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WD LP
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FENCE CHAIN LINK
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GATE
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FENCE CHAIN LINK
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SIGN POST
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WOOD SIGN
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BIT PVMT
AutoCAD SHX Text 12"
AutoCAD SHX Text
CASING VENT PIPE
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CW
AutoCAD SHX Text 25"
AutoCAD SHX Text 32'R
AutoCAD SHX Text 50'R
AutoCAD SHX Text %%U+72.25
AutoCAD SHX Text %%U+58.56
AutoCAD SHX Text %%U+46.98
AutoCAD SHX Text
EXISTING PROFILE ALONG OF CONSTRUCTION
PROPOSED PROFILE ALONG OF CONSTRUCTION
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IDENTIFICATION
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US Army Corps of Engineers
Chicago District
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PLOTTED BY: MATTHEW DOWNS ON 1/8/19
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B. & O. R.R.
N.Y.C. R.R.
50' PUBLIC ALLEY
16' PUBLIC ALLEY
KEYMAP
N
CENTER ST.
16' ALLEY
16' ALLEY
' A
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' A
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CENTER ST.
CENTER ST.
119TH STREET
CU-104
SEE SHEET CU-103
S E
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LEGEND
5+00 6+00 7+00 8+00 9+00
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SHEET OF
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MATCHLINE STA 9+00
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MATCHLINE STA 9+00
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RESURFACING LIMITS (1' FROM FENCE)
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BEGIN RECONSTRUCTION IMPROVEMENTS STA 5+50 FOR NORTH ALLEY
AutoCAD SHX Text 2A
AutoCAD SHX Text
AutoCAD SHX Text 1A
AutoCAD SHX Text
EXTEND HOT MIX BITUMINOUS PAVEMENT TO RIGHT OF WAY
AutoCAD SHX Text
AutoCAD SHX Text 1A
AutoCAD SHX Text 2A
AutoCAD SHX Text
OR
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 12.5mm., SEE NOTE 1 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text
AutoCAD SHX Text 165 ILBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm., SEE NOTE 2
AutoCAD SHX Text
AutoCAD SHX Text
AGGREGATE SHOULDER, 4" PAID AS COMPACTED AGGREGATE, NO. 53
AutoCAD SHX Text
AutoCAD SHX Text 2" COMPACTED AGGREGATE, NO 73 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text 2A
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 12.5mm., SEE NOTE 1
AutoCAD SHX Text 1A
AutoCAD SHX Text NOTE 1: PAID FOR AS HMA PAVEMENT, 4 INCH PAID FOR AS HMA PAVEMENT, 4 INCH NOTE 2: PAID FOR AS HMA PAVEMENT, 1.5 INCHPAID FOR AS HMA PAVEMENT, 1.5 INCH
AutoCAD SHX Text
CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
AutoCAD SHX Text
EXFILTRATION TRENCH
AutoCAD SHX Text
STONE
AutoCAD SHX Text
FLOOR EL =588.90
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
FLOOR EL =588.87
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
FLOOR EL =588.68
AutoCAD SHX Text
GARAGE
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STONE
AutoCAD SHX Text
STONE
AutoCAD SHX Text
BIT PVMT
AutoCAD SHX Text
BIT PVMT
AutoCAD SHX Text
RR CONTROL BOX
AutoCAD SHX Text
FENCE CHAIN LINK
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FENCE CHAIN LINK
AutoCAD SHX Text
GATE
AutoCAD SHX Text
FENCE CHAIN LINK
AutoCAD SHX Text
WD LP
AutoCAD SHX Text
BIT PVMT
AutoCAD SHX Text 12"
AutoCAD SHX Text
CW
AutoCAD SHX Text
FENCE CHAIN LINK
AutoCAD SHX Text 25"
AutoCAD SHX Text 588.48
AutoCAD SHX Text 588.48
AutoCAD SHX Text 588.28
AutoCAD SHX Text 588.28
AutoCAD SHX Text
EXISTING PROFILE ALONG OF CONSTRUCTION
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IDENTIFICATION
US Army Corps of Engineers
US Army Corps of Engineers
Chicago District
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PLOTTED BY: MATTHEW DOWNS ON 1/8/19
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B. & O. R.R.
N.Y.C. R.R.
16' PUBLIC ALLEY
16' PUBLIC ALLEY
SEE SHEET CU-106
S E
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H E
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C U
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KEYMAP
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CENTER ST.
16' ALLEY
16' ALLEY
' A
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' A
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CENTER ST.
CENTER ST.
119TH STREET
CU-105
LEGEND
9+00 10+00 11+00 12+00 13+00
AutoCAD SHX Text
SHEET OF
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AutoCAD SHX Text
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MATCHLINE STA 9+00
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MATCHLINE STA 9+00
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END RECONSTRUCTION IMPROVEMENTS STA 13+10, 8' LT
AutoCAD SHX Text
AutoCAD SHX Text 2A
AutoCAD SHX Text 2A
AutoCAD SHX Text
EXTEND HOT MIX BITUMINOUS PAVEMENT TO RIGHT OF WAY
AutoCAD SHX Text
EXTEND HOT MIX BITUMINOUS PAVEMENT TO RIGHT OF WAY
AutoCAD SHX Text
EXTEND HOT MIX BITUMINOUS PAVEMENT TO RIGHT OF WAY
AutoCAD SHX Text
AutoCAD SHX Text 2A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 12.5mm., SEE NOTE 1 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text
AutoCAD SHX Text 165 ILBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm., SEE NOTE 2
AutoCAD SHX Text
AutoCAD SHX Text
AGGREGATE SHOULDER, 4" PAID AS COMPACTED AGGREGATE, NO. 53
AutoCAD SHX Text
AutoCAD SHX Text 2" COMPACTED AGGREGATE, NO 73 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text 2A
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 12.5mm., SEE NOTE 1
AutoCAD SHX Text 1A
AutoCAD SHX Text NOTE 1: PAID FOR AS HMA PAVEMENT, 4 INCH PAID FOR AS HMA PAVEMENT, 4 INCH NOTE 2: PAID FOR AS HMA PAVEMENT, 1.5 INCHPAID FOR AS HMA PAVEMENT, 1.5 INCH
AutoCAD SHX Text
CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STONE
AutoCAD SHX Text
BIT PVMT
AutoCAD SHX Text
STONE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
FLOOR EL =588.68
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
FLOOR EL =588.68
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
FLOOR EL =589.28
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
FLOOR EL =589.59
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
FLOOR EL =589.70
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GARAGE
AutoCAD SHX Text
GAS VALVE (2)
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GAS VALVE
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CONC
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BIT PVMT
AutoCAD SHX Text
BIT PVMT
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BIT PVMT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
FENCE CHAIN LINK
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GATE
AutoCAD SHX Text
FENCE CHAIN LINK
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WD LP
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FENCE CHAIN LINK
AutoCAD SHX Text
FENCE CHAIN LINK
AutoCAD SHX Text
FENCE CHAIN LINK
AutoCAD SHX Text
GAS VALVE
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GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text 589.43
AutoCAD SHX Text 589.63
AutoCAD SHX Text +71.86
AutoCAD SHX Text
EXISTING PROFILE ALONG OF CONSTRUCTION
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IDENTIFICATION
US Army Corps of Engineers
US Army Corps of Engineers
Chicago District
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LAST SAVED BY: MDOWNS ON 1/8/19
PLOTTED BY: MATTHEW DOWNS ON 1/8/19
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119th STREET
16' PUBLIC ALLEY
CENTER STREET16' PUBLIC ALLEY
N
119th STREET
KEYMAP
N
CENTER ST.
16' ALLEY
16' ALLEY
' A
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EY
' A
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CENTER ST.
CENTER ST.
STREET
SEE SHEET CU-105
119TH
CU-1
LEGEND
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SHEET OF
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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LINE, THERMOPLASTIC, SOLID, WHITE, 24"
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 12.5mm., SEE NOTE 1 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text
AutoCAD SHX Text 165 ILBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm., SEE NOTE 2
AutoCAD SHX Text
AutoCAD SHX Text
AGGREGATE SHOULDER, 4" PAID AS COMPACTED AGGREGATE, NO. 53
AutoCAD SHX Text
AutoCAD SHX Text 2" COMPACTED AGGREGATE, NO 73 ON 6" COMPACTED AGGREGATE, NO. 53 ON SUBGRADE TREATMENT, TYPE III
AutoCAD SHX Text 2A
AutoCAD SHX Text 165 LBS/YDS², QC/QA, HMA, 2, 64, SURFACE, 9.5mm AND 275 LBS/YDS², QC/QA, HMA, 2, 64, INTERMEDIATE, 12.5mm., SEE NOTE 1
AutoCAD SHX Text 1A
AutoCAD SHX Text NOTE 1: PAID FOR AS HMA PAVEMENT, 4 INCH PAID FOR AS HMA PAVEMENT, 4 INCH NOTE 2: PAID FOR AS HMA PAVEMENT, 1.5 INCHPAID FOR AS HMA PAVEMENT, 1.5 INCH
AutoCAD SHX Text
CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
AutoCAD SHX Text
STONE
AutoCAD SHX Text
BIT PVMT
AutoCAD SHX Text
STONE
AutoCAD SHX Text
FLOOR EL =589.70
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GARAGE
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CONC
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CONC
AutoCAD SHX Text
FOUNDATION EL=589.51
AutoCAD SHX Text
BLDG
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WV
AutoCAD SHX Text
CW
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LAMP POST
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LAMP POST
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
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FENCE CHAIN LINK
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WV
AutoCAD SHX Text 4"
AutoCAD SHX Text
BRICK PLANTER
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CW
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HH
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FENCE CHAIN LINK ON CONC CURB
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FENCE CHAIN LINK
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GATE
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FENCE CHAIN LINK
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CW
AutoCAD SHX Text
CW
AutoCAD SHX Text
CW
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CW
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WV
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GAS VALVE
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(ABANDONED)
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text
BEGIN RECONSTRUCTION IMPROVEMENTS STA 14+16.6
AutoCAD SHX Text
HMA PATCHING, TYPE B, 8"
AutoCAD SHX Text
BEGIN RESURFACE IMPROVEMENTS STA 25+57
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END RESURFACING IMPROVEMENTS STA 16+58
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END RECONSTRUCTION IMPROVEMENTS AND RESURFACE LIMIT STA 15+53
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HMA PATCHING, 8"
AutoCAD SHX Text
WHITE LINE, THERMOPLASTIC, SOLID, 6"
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EXISTING PROFILE ALONG OF CONSTRUCTION
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IDENTIFICATION
US Army Corps of Engineers
US Army Corps of Engineers
Chicago District
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PLOTTED BY: MATTHEW DOWNS ON 1/8/19
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50' PUBLIC ALLEY
CENTER ST.
16' PUBLIC ALLEY CENTER ST.PUBLIC
ALLEY
A
KEYMAP
N
CENTER ST.
16' ALLEY
16' ALLEY
' A
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' A
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CENTER ST.
CENTER ST.
119TH STREET
CU-1
SEE SHEET CU-108
1+00 2+00 3+00 4+00
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SHEET OF
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CUT & CAP EXISTING WATER MAIN
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PROPOSED TAPPING VALVES AND SLEEVES, 6"
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PROPOSED FIRE HYDRANT ASSEMBLY COMPLETE
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EXISTING TREE
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EXISTING WATER MAIN
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EXISTING VALVE
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EXISTING CATCH BASIN
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EXISTING SANITARY SEWER
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EXISTING MANHOLE
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EXISTING VALVE VAULT
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EXISTING FIRE HYDRANT
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EXISTING POWER POLE
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EXISTING INLET
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EXISTING ALUMINUM LIGHT POLE
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EXISTING STORM SEWER
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EXISTING RIGHT OF WAY
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EXISTING GAS MAIN
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EXISTING OVERHEAD CABLE TV
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EXISTING UNDERGROUND ELECTRIC
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EXISTING OVERHEAD TELEPHONE
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EXISTING OVERHEAD ELECTRIC
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EXISTING UNDERGROUND TELEPHONE
AutoCAD SHX Text PROPOSED PIPING TRENCH EXCAVATION AND DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 6" OR 8" TYPICAL TRENCH SECTION SHALL BE IN COMPLIANCE WTIH EM-385-1-1, SECTION 25
AutoCAD SHX Text
PROPOSED VALVES, 8"
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PROPOSED REDUCER
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EXISTING BUFFALO BOX
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HMA PATCHING, TYPE B, 8" THICK
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CURB AND GUTTER REMOVE AND REPLACE WITH CURB AND GUTTER, CONCRETE
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CG
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CASTING, 4, FURNISH AND ADJUST TO GRADE
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ADJUST,CL
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EXISTING PAVED CROSS WALK
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EDGE OF PROPOSED PAVEMENT
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EXFILTRATION TRENCH WITH PIPE 40'
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CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
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45° BEND, 8"
AutoCAD SHX Text 45° BEND, 8"x8"
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PROPOSED TAPPING VALVE AND SLEEVE, 6"
AutoCAD SHX Text PROPOSED DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8", 142 LF
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STA 3+50, 16' RT CB, A8 MODIFIED RIM EL=587.50 INV EL=584.50
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EXFILTRATION TRENCH WITH PIPE, 40'
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EXISTING CURB TO BE PROTECTED
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STONE SHOULDER
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45° BEND, 8"
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8"X6" TEE
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REDUCER, 8"X6"
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EXISTING PROFILE ALONG OF CONSTRUCTION
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PROPOSED DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8"
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45° BEND, 8"X8"
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EXISTING WATER MAIN, 6"
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40'-EXFILTRATION TRENCH W/PIPE
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CB RIM EL=587.50
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INV=584.50
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PROPOSED PROFILE ALONG OF CONSTRUCTION
AutoCAD SHX Text 0.25%%%
AutoCAD SHX Text 0.25%%%
AutoCAD SHX Text 8"x6" TEE
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45° BEND, 8"
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US Army Corps of Engineers
Chicago District
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16' PUBLIC ALLEY
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SHEET OF
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CUT & CAP EXISTING WATER MAIN
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PROPOSED TAPPING VALVES AND SLEEVES, 6"
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PROPOSED FIRE HYDRANT ASSEMBLY COMPLETE
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EXISTING TREE
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EXISTING WATER MAIN
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EXISTING VALVE
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EXISTING CATCH BASIN
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EXISTING SANITARY SEWER
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EXISTING MANHOLE
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EXISTING VALVE VAULT
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EXISTING FIRE HYDRANT
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EXISTING POWER POLE
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EXISTING INLET
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EXISTING ALUMINUM LIGHT POLE
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EXISTING STORM SEWER
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EXISTING RIGHT OF WAY
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EXISTING GAS MAIN
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EXISTING OVERHEAD CABLE TV
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EXISTING UNDERGROUND ELECTRIC
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EXISTING OVERHEAD TELEPHONE
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EXISTING OVERHEAD ELECTRIC
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EXISTING UNDERGROUND TELEPHONE
AutoCAD SHX Text PROPOSED PIPING TRENCH EXCAVATION AND DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 6" OR 8" TYPICAL TRENCH SECTION SHALL BE IN COMPLIANCE WTIH EM-385-1-1, SECTION 25
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PROPOSED VALVES, 8"
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PROPOSED REDUCER
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EXISTING BUFFALO BOX
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HMA PATCHING, TYPE B, 8" THICK
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CURB AND GUTTER REMOVE AND REPLACE WITH CURB AND GUTTER, CONCRETE
AutoCAD SHX Text
CG
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CASTING, 4, FURNISH AND ADJUST TO GRADE
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ADJUST,CL
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EXISTING PAVED CROSS WALK
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EDGE OF PROPOSED PAVEMENT
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EXFILTRATION TRENCH WITH PIPE 40'
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MATCHLINE STA 9+00
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MATCHLINE STA 9+00
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CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
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STONE
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FLOOR EL =588.90
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GARAGE
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FLOOR EL =588.87
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GARAGE
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FLOOR EL =588.68
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GARAGE
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STONE
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STONE
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BIT PVMT
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BIT PVMT
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RR CONTROL BOX
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FENCE CHAIN LINK
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FENCE CHAIN LINK
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GATE
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FENCE CHAIN LINK
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WD LP
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BIT PVMT
AutoCAD SHX Text 12"
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CW
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FENCE CHAIN LINK
AutoCAD SHX Text 25"
AutoCAD SHX Text PROPOSED DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8", 421 LF
AutoCAD SHX Text
LOW POINT 588.23
AutoCAD SHX Text
LOW POINT 588.23
AutoCAD SHX Text 588.48
AutoCAD SHX Text 588.48
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45° BEND, 8"
AutoCAD SHX Text
8"X6" TEE
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8"X6" TEE
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EXISTING PROFILE ALONG OF CONSTRUCTION
AutoCAD SHX Text PROPOSED DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8", 421 LF
AutoCAD SHX Text
PROPOSED PROFILE ALONG OF CONSTRUCTION
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EXISTING GAS MAIN
AutoCAD SHX Text 8"x6" TEE
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45° BEND, 8"
45° BEND, 8"
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Chicago District
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16' PUBLIC ALLEY
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16' ALLEY
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CU-109
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SHEET OF
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CUT & CAP EXISTING WATER MAIN
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PROPOSED TAPPING VALVES AND SLEEVES, 6"
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PROPOSED FIRE HYDRANT ASSEMBLY COMPLETE
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EXISTING TREE
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EXISTING WATER MAIN
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EXISTING VALVE
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EXISTING CATCH BASIN
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EXISTING SANITARY SEWER
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EXISTING MANHOLE
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EXISTING VALVE VAULT
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EXISTING FIRE HYDRANT
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EXISTING POWER POLE
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EXISTING INLET
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EXISTING ALUMINUM LIGHT POLE
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EXISTING STORM SEWER
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EXISTING RIGHT OF WAY
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EXISTING GAS MAIN
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EXISTING OVERHEAD CABLE TV
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EXISTING UNDERGROUND ELECTRIC
AutoCAD SHX Text
EXISTING OVERHEAD TELEPHONE
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EXISTING OVERHEAD ELECTRIC
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EXISTING UNDERGROUND TELEPHONE
AutoCAD SHX Text PROPOSED PIPING TRENCH EXCAVATION AND DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 6" OR 8" TYPICAL TRENCH SECTION SHALL BE IN COMPLIANCE WTIH EM-385-1-1, SECTION 25
AutoCAD SHX Text
PROPOSED VALVES, 8"
AutoCAD SHX Text
PROPOSED REDUCER
AutoCAD SHX Text
EXISTING BUFFALO BOX
AutoCAD SHX Text
HMA PATCHING, TYPE B, 8" THICK
AutoCAD SHX Text
CURB AND GUTTER REMOVE AND REPLACE WITH CURB AND GUTTER, CONCRETE
AutoCAD SHX Text
CG
AutoCAD SHX Text
CASTING, 4, FURNISH AND ADJUST TO GRADE
AutoCAD SHX Text
ADJUST,CL
AutoCAD SHX Text
EXISTING PAVED CROSS WALK
AutoCAD SHX Text
EDGE OF PROPOSED PAVEMENT
AutoCAD SHX Text
EXFILTRATION TRENCH WITH PIPE 40'
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MATCHLINE STA 9+00
AutoCAD SHX Text
MATCHLINE STA 9+00
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CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
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STONE
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STONE
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STONE
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STONE
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BIT PVMT
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STONE
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CONC
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FLOOR EL =588.68
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GARAGE
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FLOOR EL =588.68
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GARAGE
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FLOOR EL =589.28
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GARAGE
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FLOOR EL =589.59
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GARAGE
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FLOOR EL =589.70
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GARAGE
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GAS VALVE (2)
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GAS VALVE
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CONC
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BIT PVMT
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BIT PVMT
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BIT PVMT
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CONC
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FENCE CHAIN LINK
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GATE
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FENCE CHAIN LINK
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WD LP
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FENCE CHAIN LINK
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FENCE CHAIN LINK
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FENCE CHAIN LINK
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GAS VALVE
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GATE
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GATE
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GATE
AutoCAD SHX Text PROPOSED DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8", 435 LF
AutoCAD SHX Text 589.17
AutoCAD SHX Text 589.43
AutoCAD SHX Text 589.63
AutoCAD SHX Text
STA 12+50, 8' LT
AutoCAD SHX Text
VALVE, 8"
AutoCAD SHX Text
45° BEND, 8"
AutoCAD SHX Text
45° BEND, 8"
AutoCAD SHX Text
8"X6" TEE
AutoCAD SHX Text
EXISTING PROFILE ALONG OF CONSTRUCTION
AutoCAD SHX Text PROPOSED DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8", 435 LF
AutoCAD SHX Text
PROPOSED PROFILE ALONG OF CONSTRUCTION
AutoCAD SHX Text
EXISTING GAS MAIN
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45° BEND, 8"
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8" VALVE
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45° BEND, 8"
8"X6" TEE
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US Army Corps of Engineers
US Army Corps of Engineers
Chicago District
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CENTER STREET16' PUBLIC ALLEY
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16' ALLEY
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CENTER ST.
119TH STREET
CU-1
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AutoCAD SHX Text
SHEET OF
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CUT & CAP EXISTING WATER MAIN
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PROPOSED TAPPING VALVES AND SLEEVES, 6"
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PROPOSED FIRE HYDRANT ASSEMBLY COMPLETE
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EXISTING TREE
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EXISTING WATER MAIN
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EXISTING VALVE
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EXISTING CATCH BASIN
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EXISTING SANITARY SEWER
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EXISTING MANHOLE
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EXISTING VALVE VAULT
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EXISTING FIRE HYDRANT
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EXISTING POWER POLE
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EXISTING INLET
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EXISTING ALUMINUM LIGHT POLE
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EXISTING STORM SEWER
AutoCAD SHX Text
EXISTING RIGHT OF WAY
AutoCAD SHX Text
EXISTING GAS MAIN
AutoCAD SHX Text
EXISTING OVERHEAD CABLE TV
AutoCAD SHX Text
EXISTING UNDERGROUND ELECTRIC
AutoCAD SHX Text
EXISTING OVERHEAD TELEPHONE
AutoCAD SHX Text
EXISTING OVERHEAD ELECTRIC
AutoCAD SHX Text
EXISTING UNDERGROUND TELEPHONE
AutoCAD SHX Text PROPOSED PIPING TRENCH EXCAVATION AND DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 6" OR 8" TYPICAL TRENCH SECTION SHALL BE IN COMPLIANCE WTIH EM-385-1-1, SECTION 25
AutoCAD SHX Text
PROPOSED VALVES, 8"
AutoCAD SHX Text
PROPOSED REDUCER
AutoCAD SHX Text
EXISTING BUFFALO BOX
AutoCAD SHX Text
HMA PATCHING, TYPE B, 8" THICK
AutoCAD SHX Text
CURB AND GUTTER REMOVE AND REPLACE WITH CURB AND GUTTER, CONCRETE
AutoCAD SHX Text
CG
AutoCAD SHX Text
CASTING, 4, FURNISH AND ADJUST TO GRADE
AutoCAD SHX Text
ADJUST,CL
AutoCAD SHX Text
EXISTING PAVED CROSS WALK
AutoCAD SHX Text
EDGE OF PROPOSED PAVEMENT
AutoCAD SHX Text
EXFILTRATION TRENCH WITH PIPE 40'
AutoCAD SHX Text
CENTERLINE OF R.O.W. CENTERLINE OF CONSTRUCTION
AutoCAD SHX Text
22.5° BEND, 8"
AutoCAD SHX Text
45° BEND, 8"
AutoCAD SHX Text
CG
AutoCAD SHX Text
ADJUST,CL
AutoCAD SHX Text PROPOSED DUCTILE IRON…
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