MATCH LINE STA. 6+ 50 REDW OOD DRIVE 0 SF PCC 7 8 9 0+00 69 69 35 LF COMBINATION ( 5 INCH, SPECIAL 37 LF COMBINATION CONCRETE 4 SY 05 SY 35 SF PCC B-6. AS LABELED) SEEDING, CLASS A UST UTILITY FRAME STR-0 MH TA 7' DIA. TF CL STA. 9+00.0 OFF..5' RT RIM=.43 INV=.68 39thSTREET 00 69.53 TOP CENTER FM76" 64 69 4" WHITE THERMOPLASTIC PVMT MARKING 6" WHITE THERMOPLASTIC PVMT MARKING. ALL PATCHING SHALL BE CLASS D PATCHES,. ALL CURB AND GUTTER REPLACEMENT SHALL 5 INCH. LF COMBINATION CONCRETE MATCH LINE STA. 64+00 MAPLE AVENUE 45 SF PCC 300 LF STORM SEWER, 36" @ 0.8% 345 CY TBF FULL DEPRESSED CURB (TYP) CURB AND GUTTER, B-6. 34 LF COMBINATION CONCRETE 600 LF COMBINATION CONCRETE 3.' EDGE OFFSET ' E-E 5' STR-04 B-B MH TA 5' DIA. TF CL STA. +00.0 OFF..5' RT RIM=.03 INV=686. 0 0 0 MATCH LINE STA. + 50 69 8 SY SECTION STR-0 STR-04 INV=.68 INV=686..76 69.63 69.0 69.47 69.67 69.9.09.56.34.8..77.7 6+50 7+00 7+50 8+00 8+50 9+00 9+50 0+00 0+50 +00 +50 +00 +50 4 Ravinia Avenue Orland Park, IL 6046 FILE NAME N:\ORLANDPARK\034\Civil\RPP_034-0.sht 0' //06 PARKVIEW ESTATES STAGE PROJ. NO. 034 DATE: //06 SHEET 6 OF UPP
PI Sta 7+67.0 7 37 LF COMBINATION MATCH LINE STA. + 50 ( 5 INCH, SPECIAL 85th AVENUE T/SAN=68.0 3 4 5+00 6 VV 04 RIM=.08 TOP E/W 8" DIP=687.3 COMCAST TEL PED VV 853 RIM=.59 TOP E/W 8" DIP=.84 INL 7777 RIM=.33 SAN 7773 RIM=.43 INV N 0" VCP=68.58 INV E 0" VCP=68.65 INV S 0" VCP=68.58 CB 7774 RIM=.43 INV SE "=.67 8 LF STORM SEWER, 36" @ 0.8% 0 CY TBF 50 SF PCC B-6. AS LABELED) SEEDING, CLASS A UST UTILITY FRAME DEPRESSED CURB (TYP) 80 SY B/STM=686. T/WM=684.90 0 SY 34 LF COMBINATION STR-06 MH TA 5' DIA. TF CL STA. 4+8. OFF. 8.5' RT RIM=.90 INV=686.73 3.' 4" WHITE THERMOPLASTIC PVMT MARKING. ALL PATCHING SHALL BE CLASS D PATCHES,. ALL CURB AND GUTTER REPLACEMENT SHALL 5 INCH. EDGE 6" WHITE THERMOPLASTIC PVMT MARKING OFFSET ' E-E 5' STR-06 B-B 60 LF STORM SEWER, 36" @ 0.8% CY TBF 395 LF COMBINATION CONCRETE CURB AND GUTTER, B-6. B/STM=686.90 T/WM=. STR-0 MH TA 7' DIA. TF CL STA. 7+6.0 OFF. 8.0' LT RIM=.35 INV=687.6 B/STM=686.85 T/SAN=68.75 39thSTREET 50 SF PCC 9 LF COMBINATION CONCRETE 30 LF STORM SEWER, 36" @ 0.8% 80 CY TBF 85 SF PCC 30 LF COMBINATION CONCRETE B/STM=686.75 INV E " RCP=.9 STR-08 OSBM 5-35 SF PCC MH TA 7' DIA. TF CL STA. 6+4. OFF. 8.5' RT RIM=.65 INV=687.0 N,W PI Sta 6+50.0 "BIKE PATH" STR-08 REM 84th AVENUE 84th AVENU COMCAST 3 LF COMBINATION 8 70 SF PCC 8 LF COMBINATION CB 7509 RIM=.7 5 SF PCC B/STM=686.90 T/WM=. B/EX STM=.43 T/PROP STM=. INV E " RCP=.43 INV W " RCP=.43 INV NW " RCP=.43 MATCH LINE STA. 8+ 50 B/STM=686.70 T/WM=.0 B/STM=686.70 T/WM=.0 CONNECT TO EXISTING CB INV=.43 (INCIDENTAL TO STORM SEWER) B/STM=.70 T/FM=687.50 (FIELD VERIFY) 39 LF STORM SEWER, " @.48% 0 CY TBF STR-09 INL TA ' DIA. T F&G STA. 6+33. OFF. 38.0' RT RIM=. INV=69. STR-0 0 0 0 EX. 8" WM INV=686.73 8" MIN. EX. 8" WM T/8" WM=684.90 INV=687.0 INV=687.6 T/0" EX SAN=68.0.7.46.93.98.36.58.9.75.0.03.43.8.8 +50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 4 Ravinia Avenue Orland Park, IL 6046 FILE NAME N:\ORLANDPARK\034\Civil\RPP_034-03.sht 0' //06 PARKVIEW ESTATES STAGE PROJ. NO. 034 DATE: //06 SHEET 7 OF UPP3
MATCH LINE STA. 8+ 50 50 SF PCC, 5" SPECIAL "SLOW" MATCH LINE STA. 80+50 80+00 9 30+00 3 3 33 34 B/STM=687.0 T/WM=.70 0 LF COMBINATION CONCRETE CB 795 INV N 5" RCP=688.7 INV S 5" RCP=688.0 38thPLACE 505 SY "QUINTANA PARK" BRICK WALL MATCH LINE STA. 34+ 00 0 0 0 0 CY TBF STR- CB 7949 RIM=.75 INV NE " RCP=688.55 INV S " RCP=688.60 MH TA 7' DIA. TF CL STA. 9+5.6 OFF. 5.0' RT RIM=.35 66 LF STORM SEWER, 36" @ 0.8% CB 7950 INV N 5" RCP=688.6 INV SW " RCP=688.7 SAN 796 RIM=.3 INV E 0" VCP=68.9 INV W 0" VCP=68.9 SAN 89 RIM=.98 INV E 8" VCP=683.70 INV W 0" VCP=683.36 B-6. AS LABELED) 4" WHITE THERMOPLASTIC PVMT MARKING ( SEEDING, CLASS A 6" WHITE THERMOPLASTIC PVMT MARKING. ALL PATCHING SHALL BE CLASS D PATCHES,. ALL CURB AND GUTTER REPLACEMENT SHALL CB BH 053 RIM=.5 INV N " RCP=689.33 INV W " RCP=689.35 5 INCH, SPECIAL UST UTILITY FRAME 5 INCH. STR- 8" MIN..8.65.34.0.7.46.66.78.77.30.95.53 8+50 9+00 9+50 30+00 30+50 3+00 3+50 3+00 3+50 33+00 33+50 34+00 4 Ravinia Avenue Orland Park, IL 6046 FILE NAME N:\ORLANDPARK\034\Civil\RPP_034-04.sht 0' //06 PARKVIEW ESTATES STAGE PROJ. NO. 034 DATE: //06 SHEET 8 OF UPP4
36" STORM SEWER ALIGNMENT MAY NEED TO BE REVISED IN THE FIELD TO AVOID THE EXISTING UTILITIES LINES. CONTRACTOR TO NOTIFY THE ENGINEER IF CONSTRUCTION WITHIN THE EXISTING 0' UTILITY CORRIDOR IS NOT POSSIBLE WITHOUT UTILITY RELOCATIONS. 0 0 0 STR- MH TA 7' DIA. TF CL STA. 9+5.6 OFF. 5.0' RT RIM=.35 INV SW " RCP=688.7 INV S " RCP=688.60 INV N 5" RCP=688.6 INV NE " RCP=688.55 RIM=.75 CB 7950 CB 7949 "SLOW" 9 30+00 80+00 8 MATCH LINE STA. 80+ 50 INV S 5" RCP=688.0 INV N 5" RCP=688.7 CB 795 38 LF STORM SEWER, 36" @ 0.8% 50 CY TBF PI Sta 8+8.6 04 LF STORM SEWER, 36" @ 0.8% STR-4 MH TA 5' DIA. TF CL STA. 9+6.3 OFF. 34.' LT RIM=.00 (MATCH ELEV) INV=687.8 8 0 SY RIP RAP CLASS A4 FES-0 36" ( POT Sta 8+64.35 WITH GRATE INV=688.0 5 INCH, SPECIAL B-6. AS LABELED) SEEDING, CLASS A UST UTILITY FRAME 4" WHITE THERMOPLASTIC PVMT MARKING 6" WHITE THERMOPLASTIC PVMT MARKING. ALL PATCHING SHALL BE CLASS D PATCHES,. ALL CURB AND GUTTER REPLACEMENT SHALL 5 INCH. STR- STR-4 INV=687.8 INV=688.00.36 80+00 80+50 8+00 8+50 8+00 8+50 83+00 83+50 84+00 4 Ravinia Avenue Orland Park, IL 6046 0' //06 PARKVIEW ESTATES STAGE PROJ. NO. 034 DATE: //06 SHEET 9 OF FILE NAME N:\ORLANDPARK\034\Civil\RPP_034-05.sht UPP5
60+00 6 6 63 64 FES-00 36" WITH GRATE INV=684.50 95 LF STORM SEWER, 36" @ 0.0% STR-96 TOP OF BERM = MH TA 7' DIA. TF CL RIM=.00 INV=684.69 S INV=679.6 N,W 69 MATCH LINE SEE SHEET UTL B/6" UTILITY=.80 T/STM=68.98 TOP CENTER 38" 03.50 ( 5 INCH, SPECIAL TOP CENTER 50" 0.5 B/8" UTILITY=686.0 T/STM=683.0 TOP CENTER 43" 0.54 B-6. AS LABELED) CAUTION SEEDING, CLASS A UST UTILITY FRAME HIGH PRESSURE GAS PIPELINE. CONTRACTOR MUST COORDINATE WITH NICOR'S WATCH AND PROTECT DEPARTMENT. CONTACT PETE DUMAIS AT PDumais@southernco.com TO COORDINATE ANY FIELD ACTIVITIES. CONTRACTOR MAY HAVE TO PROVIDE TEMPORARY PADDING TO CROSS THE PIPELINE (PAID AS UTILITY PROTECTION PAD). CONTRACTOR MUST SUBMIT EQUIPMENT INFORMATION TO NICOR FOR ANY EQUIPMENT THE 30" PIPELINE. B/30" UTILITY=683.60 T/STM=68.99 30 CY TBF SY ASPHALT PATH SECTION 385 LF STORM SEWER, 36" @ 0.07% 4" WHITE THERMOPLASTIC PVMT MARKING 6" WHITE THERMOPLASTIC PVMT MARKING. ALL PATCHING SHALL BE CLASS D PATCHES,. ALL CURB AND GUTTER REPLACEMENT SHALL 5 INCH. MATCH LINE STA. 64+ 00 TOP CENTER FM76" 69 00 69.53 39th STREET 9 0+00 MAPLEAVENUE 0 0 0 LF STORM SEWER, 36" @ 0.8% 5 CY TBF STR-0 MH TA 7' DIA. TF CL STA. 9+00.0 OFF..5' RT RIM=.43 INV=.68 B/STM=.30 T/FM=.0 STR-98 MH TA 5' DIA. TF CL STA. 9+00.0 OFF. 35.9' RT RIM=.50 INV=.64 N INV=679.89 S STR-96 STR-0 STR-98 PROPOSED GROUND TOP OF 6"=687.33 TOP OF 30" =686.35 TOP OF 8" =686.96 36" PR SS INV=.68 INV=684.50 INV=684.69 TOP OF 0" FORCEMAIN=.0 INV=.64 INV=679.6 INV=679.89.8.66.04.95.87.49.39..5 69.9 60+00 60+50 6+00 6+50 6+00 6+50 63+00 63+50 64+00 64+50 4 Ravinia Avenue Orland Park, IL 6046 0' //06 PARKVIEW ESTATES STAGE PROJ. NO. 034 DATE: //06 SHEET 0 OF FILE NAME N:\ORLANDPARK\034\Civil\RPP_034-06.sht UPP6