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Home My WebLink About20211174 Ver 2_05_BL-0024_Permit Drawings_(2022-03-23)_20220323SHEET OF 3 PERMIT DRAWING 1 AERIAL FO LINE 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS SHEET SIGNATURE: SIGNATURE: P.E. P.E. PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 DEPARTMEN T O F TRA N S PORTATIONSTATE O F NORT H CAR O LI NA3/23/202210 10 20 ROADWAY DESIGN ENGINEER 2018 STANDARD SPECIFICATIONS K:\RAL_Roadway\011775062 - Cary Parkway Bridge\Hydraulics\PERMITS_Environmental\Drawings\BL-0024_prm_tsh.dgnC 2022 TYPE OF WORK: 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PHONE: (919) 677-2000 RALEIGH, NORTH CAROLINA 27601 421 FAYETTEVILLE STREET, SUITE 600 NC LICENSE #F-0102 VICINITY MAP CONTRACT: See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets PROJECT: BL-0024THE TOWN OF CARY BY: PLANS PREPARED FOR TOWN OF CARY CONTACT 40 802040 0 40 802040 BL-0024 1N.C. WAKE COUNTY 4 BLACK CREEK-L- Sta. 20+43.94 END PROJECT BL-0024 -L- Sta. 11+46.50 BEGIN BRIDGE -L- Sta. 14+31.50 END BRIDGE JEFFREY W. MOORE, P.E. = 0.139 MILES = 0.188 MILES LENGTH STRUCTURE PROJECT BL-0024 = 0.049 MILES TOTAL LENGTH PROJECT BL-0024 KYLE A. HUBERT, P.E. TO N HARR ISON AVE PROJECT BEGIN PROJECT END NW CARY PKWYNORWEL L BL VDLEE COURT HAMPTON MONTIBELLO DR CANBERRA CT LI VI NGSTON DR OAK ISLAND DR NANTUCKET DRC REE K BL A C K 49608.2.2 49608.2.3 NW CARY PARKWAY (SR 3112) SIDEWALK AT BLACK CREEK GRADING, DRAINAGE, PAVING, RETAINING WALLS, AND STRUCTURE CALEB D. LOWMAN, P.E. LENGTH SIDEWALK PROJECT BL-0024 -L- Sta. 9+75.00 BEGIN PROJECT BL-0024 PARK NORTH CARY TO EVANS ROAD (SR 3112) NW CARY PARKWAY -L-GREENWAY ACCESSBLACK CREEK-Y1--Y2-GREENWAY EXIST BLACK CREEK TO EVANS ROAD COURT HAMPTON LEEOWNER:SURVEYOR: ENGINEER: GEOTECHNICAL: KYLE.HUBERT@TOWNOFCARY.ORG (919) 462-3938 KYLE A. HUBERT, P.E. CARY, NC 27513 316 N. ACADEMY STREET TOWN OF CARY JEFF.MOORE@KIMLEY-HORN.COM 919.677.2000 JEFFREY W. MOORE, P.E. RALEIGH, NC 27601 SUITE 600 421 FAYETTEVILLE STREET KIMLEY-HORN AND ASSOCIATES, INC. SITE PLAN75% PLANS49608.2.1 3112001 3112001 3112001 ROW UTILITIES CONST. TALFORD@WETHERILLENG.COM 919.851.8077 TONY ALFORD, PLS RALEIGH, NC 27606 1223 JONES FRANKLIN ROAD WETHERILL ENGINEERING, INC. NAD 83/2011NC GRIDJHAMM@FALCONENGINEERS.COM 919.302.9758 JEREMY HAMM, P.E. CARY, NC 27513 SUITE 110 1210 TRINITY ROAD FALCON ENGINEERING, INC. BUFFER IMPACTS SITE 1 4 R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. ENGINEER HYDRAULICS ENGINEER ROADWAY $FILE$3/23/2022421 FAYETTEVILLE STREET, SUITE 600 C 2022 RALEIGH, NC 27601 BL-0024 EX IS T ING R /W E X IS T IN G R /W DB 11813 PG 765 20' GREENWAY EASEMENT EIP 0.47' EIP TO R/WN 89°30'00" W 311.62'BM 1982 PG 24440' UTI LI TY EASEM ENTN 01°05'19" EN 06°42'21" W559.84'TOWN OF CARY BM 1994 PG 1888 DB 6394 PG 186 PIN 0765-23-7973 1000HL APTS, LLC BM 1994 PG 859 DB 18175 PG 1924 PIN 0765-53-4335 BM 1988 PG 1069 DB 12949 PG 1287 DB 7775 PG 470 PIN 0765-44-4056 MID AMERICA APARTMENTS, LLC 472.16' TOTALASSOCIATION, INC. BEECHTREE OF CARY HOME OWNERS BM 1988 PG 1069 DB 4326 PG 567 PIN 0765-64-1435 DB 117 9 4 PG 6 9 6 2 0' GREENWAY EAS EMENTEXISTING R/W EIP TOWN OF CARY BM 1994 PG 1888 DB 6394 PG 186 PIN 0765-23-7973 BM 1982 PG 24440' UTILITY EASEMENTN 00°33'39" E748.89'TOWN OF CARY BM 1994 PG 1888 DB 6394 PG 186 PIN 0765-23-7973 EXISTING R/W 106.00'106.00'HH HHHH FUTURE 6" STUB W 12" D I WATER L INE 12" DI WATER LINE 1 2 3 1 1 2 STAGING AREA 1 STAG ING AREA DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 15+0015+0010+0020+0060+00 C C F FF C C C C C F F F F C C C F F F 60+00 (SR 3112) NW CARY PARKWAY SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATANAD 83/2011NC GRIDLEE COURTHAMPTONSEE SHEET NO. 5 FOR -L- AND -Y1- PROFILES LEGEND SITE 1 LIMITS OF DISTURBANCE EASEMENT PERMANENT UTILITY EASEMENT TEMPORARY CONSTRUCTION EASEMENT PERMANENT SIDEWALK MINIMUM LENGTH 35 FT. BANK TO TOB OF BANK. BRIDGE TO SPAN TOP OF TEMPORARY WORK BRIDGE. RETAIN RETAIN RETAINRETAIN DRAIN GRADE TO GRADE TO DRAIN 24" RCP-IV RETAIN RETA IN 2GI DETAIL 1 STANDARD 'V' DITCH RETA IN R E T A IN RETA IN RETAINRETAIN EST 9 SY GFD EST 5 TONS CLASS 'B' RIP RAP SEE SHEET 2D-1 CONCRETE FLUME MODIFIED GREENWAY PROPOSED 3:13:1 D ( Not to Scale) STANDARD 'V' DITCH FROM STA. 14+40 TO STA. 15+75 -L- RT Min. D= 1 Ft. DETAIL 1 1.0% Ground Natural EST 45 SY GFD EST 20 TONS CL-B RIPRAP DETAIL 2 TOE PROTECTION JB W/ MH COVER 2GI 24" RCP-IV 24" W/ ELBOWS ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 11+22 TO STA. 11+85 -L- LT DETAIL 2 Type of Liner= CL B Rip-Rap d= 1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE 2GI TO EXISTING DITCH TIE FILL SLOPE AND RIPRAP EST 15 SY GFD EST 7 TONS CLASS I RIP RAP AT OUTLET (STRUCTURES PAY ITEM) CLASS II RIP RAP (STRUCTURES PAY ITEM) CLASS II RIP RAP EST 65 SY GFD EST 40 TONS CL-I RIPRAP PROP FILL SLOPE INSTALL RIPRAP ALONG 15" RCP-IV EST 82 SY GFD EST 40 TONS CLASS 'B' BRIDGE EMBANKMENT TIE RIP RAP TO EXISTING BASED ON EXISTING GROUND. RIP RAP AT A DEPTH 1.0' CONTRACTOR TO EMBED REMOVE 26 LF DRAIN GRADE TO RETAIN RETAIN 6 LFREMOVE 29 LF O TEMPORARY IMPACTS BUFFER ZONE 1 TEMPORARY IMPACTS BUFFER ZONE 2 PERMANENT IMPACTS BUFFER ZONE 1 PERMANENT IMPACTS BUFFER ZONE 2 2SHEET OF 3 PERMIT DRAWING 3003003003053053053053053053053053 0 5305305305 305305305310310310310310310310310310310 310310310310310310310310310310315315 315315 315315 315315315315315315315315315 3 1 5 315315320320 320320320320320320320320320320320320 320 3 2 0 320320325325 325325325325325325325325325325325325325 325 325 325325325330330 330330330 330330330330330330330330330330 330 330 3 3 0 330330335335 335335335335335335335 3353353353353353353353 3 5 335 335335335335340340 340340340340 340340340 340340340340340340340340340 340 3403 4 0 340 340340340345345345345345 345345345 345345345345345345345345345 345 345 3 4 5 345345345345345350350350350350350350350350 3503503503503503503503503 5 0 350 350350350350 350350350350350350350350350350350355355355355355355355355355 3553553553 5 5 355 355355 355 355355355355355360360360360360360360 360 360 360360 3 60 360360360360360360360360365365365365 365 365365365 3653653 6 5 365365370 370370370370 370 370370370 370370370370375375375375 3753753753753803803 8 0 380 385385 4 EX IS T ING R /W E X IS T IN G R /W DB 11813 PG 765 20' GREENWAY EASEMENT EIP 0.47' EIP TO R/WN 89°30'00" W 311.62'BM 1982 PG 24440' UTI LI TY EASEM ENTN 01°05'19" EN 06°42'21" W559.84'TOWN OF CARY BM 1994 PG 1888 DB 6394 PG 186 PIN 0765-23-7973 1000HL APTS, LLC BM 1994 PG 859 DB 18175 PG 1924 PIN 0765-53-4335 BM 1988 PG 1069 DB 12949 PG 1287 DB 7775 PG 470 PIN 0765-44-4056 MID AMERICA APARTMENTS, LLC 472.16' TOTALASSOCIATION, INC. BEECHTREE OF CARY HOME OWNERS BM 1988 PG 1069 DB 4326 PG 567 PIN 0765-64-1435 DB 117 9 4 PG 6 9 6 2 0' GREENWAY EAS EMENTEXISTING R/W EIP TOWN OF CARY BM 1994 PG 1888 DB 6394 PG 186 PIN 0765-23-7973 BM 1982 PG 24440' UTILITY EASEMENTN 00°33'39" E748.89'TOWN OF CARY BM 1994 PG 1888 DB 6394 PG 186 PIN 0765-23-7973 EXISTING R/W 106.00'106.00'HH HHHH FUTURE 6" STUB W 12" D I WATER L INE 12" DI WATER LINE 1 2 3 1 1 2 STAGING AREA 1 STAG ING AREA DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 15+0015+0010+0020+0060+00 C C F FF C C C C C F F F F C C C F F F 60+00 (SR 3112) NW CARY PARKWAY SEE SHEET 2B-1 FOR HORIZONTAL CURVE DATANAD 83/2011NC GRIDLEE COURTHAMPTONSEE SHEET NO. 5 FOR -L- AND -Y1- PROFILES LEGEND SITE 1 LIMITS OF DISTURBANCE EASEMENT PERMANENT UTILITY MINIMUM LENGTH 35 FT. BANK TO TOB OF BANK. BRIDGE TO SPAN TOP OF TEMPORARY WORK BRIDGE. EASEMENT PERMANENT SIDEWALK EASEMENT TEMPORARY CONSTRUCTION RETAIN RETAIN RETAINRETAIN DRAIN GRADE TO GRADE TO DRAIN 24" RCP-IV RETAIN RETA IN 2GI DETAIL 1 STANDARD 'V' DITCH RETA IN R E T A IN RETA IN RETAINRETAIN EST 9 SY GFD EST 5 TONS CLASS 'B' RIP RAP SEE SHEET 2D-1 CONCRETE FLUME MODIFIED GREENWAY PROPOSED 3:13:1 D ( Not to Scale) STANDARD 'V' DITCH FROM STA. 14+40 TO STA. 15+75 -L- RT Min. D= 1 Ft. DETAIL 1 1.0% Ground Natural EST 45 SY GFD EST 20 TONS CL-B RIPRAP DETAIL 2 TOE PROTECTION JB W/ MH COVER 2GI 24" RCP-IV 24" W/ ELBOWS ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 11+22 TO STA. 11+85 -L- LT DETAIL 2 Type of Liner= CL B Rip-Rap d= 1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE 2GI TO EXISTING DITCH TIE FILL SLOPE AND RIPRAP EST 15 SY GFD EST 7 TONS CLASS I RIP RAP AT OUTLET (STRUCTURES PAY ITEM) CLASS II RIP RAP (STRUCTURES PAY ITEM) CLASS II RIP RAP EST 65 SY GFD EST 40 TONS CL-I RIPRAP PROP FILL SLOPE INSTALL RIPRAP ALONG 15" RCP-IV EST 82 SY GFD EST 40 TONS CLASS 'B' BRIDGE EMBANKMENT TIE RIP RAP TO EXISTING BASED ON EXISTING GROUND. RIP RAP AT A DEPTH 1.0' CONTRACTOR TO EMBED REMOVE 26 LF DRAIN GRADE TO RETAIN RETAIN 6 LFREMOVE 29 LF O TEMPORARY IMPACTS BUFFER ZONE 1 TEMPORARY IMPACTS BUFFER ZONE 2 PERMANENT IMPACTS BUFFER ZONE 1 PERMANENT IMPACTS BUFFER ZONE 2 3SHEET OF 3 PERMIT DRAWING R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. ENGINEER HYDRAULICS ENGINEER ROADWAY $FILE$3/23/2022421 FAYETTEVILLE STREET, SUITE 600 C 2022 RALEIGH, NC 27601 BL-0024