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Home My WebLink About20210194 Ver 1_McCullough_Permit_2021-03-10_20210420(24Research DrTechnology DrGl enwat er Dr Par k DrExecut i veUni ver si t yNottoway Brookside Ln J M Ke y n e s Dr Mc Cullough Dr J W Clay Bv Ibm Dr Washington BvShopping Center Dr Center Youth Care Center-University Medical Carolinas Ch. Hampton New University City BvUniversity City Bv29 49 INTERSTATE 85 29 W W T Harris Blvd E W T Harris Blv d Toby Creek Rd INTERSTATE 85 Toby CreekBl vdCamer onBEGIN PROJECT END PROJECT EX. 1'6" C&G EX. 1'6" C&G EX. 1'6" C&G CONC. WALKEX. 2'6" C&GEX. 1'6" C&GVICINITY MAP NTS TOTAL SHEETS 186 Plan & Profile ................................................................................ 4-29 Scale 200 Alignment Layout ............................................................................ 3E Cross Sections .................................................................... X-1 - X-41 -L- Sta. 11+90.32 Begin Project -L- Sta. 66+04.00 End Project W.T. HARRIS BLVDJW CLAY BLVDMc CUL L OUGH DR- L- -Y- BRENTMOOR DR HITCHCOCK LANE IKEA BLVD-L-KEN HOFFMAN DR -Y1-PARK DREXECUTIVE UNIVERSITY (NORTH TRYON ST)U.S. HWY 29(NORTH TRYON ST)U.S. HWY 29451567 8 9 10 11 12 131410+00 15+00 20+00 15+0025+00 30+00 35+00 40+0045+0050+0055+0060+00 65+00 70+00COLLINS-AI KMAN DRTypical Sections ................................................................ 3A-1 - 3A-3 Storm Drainage Summary................................................ 3C-1 - 3C-3 Earthwork Summary....................................................................... 3D SURVEY PREPARED BY: CITY OF CHARLOTTE E&PM SURVEY DIVISION COORDINATE SYSTEM: US STATE PLANE 1983 (2001 HARN ADJUSTMENT) ZONE: NORTH CAROLINA 3200 PROJECT DATUM: NAD 1983 (2001 HARN ADJUSTMENT) VERTICAL DATUM: NAVD 88 GEOID PROJECT LOCALIZED (GRID TO GROUND): NCGS PATROL USING A SCALE FACTOR OF 0.99984276 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM NGSS PATROL TO POINT NGSS MEDICAL IS N86-54-43.2E 759.06 (FT) ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 COORDINATE UNITS: US SURVEY FEET General Notes ................................................................................... 2A Cover Sheet ......................................................................................... 1 -DR1--DR1- Sta. 11+40.00 End Construction Retaining Wall Detail ....................................................... 2B-1 - 2B-5 PARK DRUNIVERSITY EXECUTIVE -DR1A--Y1- Sta. 12+19.19 End Construction Curb Return Profile ......................................................... 2C-1 - 2C-6 PROWAG Details ........................................................... 2D-1 - 2D-19 Traffic Control Plans ................................................TCP-1 - TCP-12 -Y- Sta. 14+24.49 Begin Construction -DR1A- Sta. 10+44.67 End Construction INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL E S D T WM WV E T FOR CONSTRUCTION PLANS PREPARED BY: Landscape Management CLTWater CDOT - Implementation Engineering Services LOCATION MAP NTS Construction Administration Contract Administration Bid Set No. CITY ENGINEER APPROVED _________________ ________ DATE CONVENTIONAL SIGNS 2018 STANDARD SPECIFICATIONS ____________ RECOMMENDED Horz. Profile ............ Vert. Profile ............. Plan View ................. GRAPHIC SCALES 602040 602040 1248 Cross Section ........... 15510 Storm Water Services Planning Utility Coordinator CDOT - Design PE SEAL Record Drawings Proposed Edge of Pavement .......................... Railroad Tracks .............................................. Existing Property Line ................................... Existing Structures ......................................... Maintained as R/W Line ................................ Existing Water Meter ............................................................................. Fence ................................................................ Existing Storm Drainage ............................... Slope Stake Line ............................................. Existing Gas Line ........................................... Existing Underground Telecommunications Existing Sanitary Sewer ................................ Proposed Storm Drainage ............................. Existing Water Line ....................................... Existing Water Valve ............................................................................. Temporary Construction Easement ............. Existing Underground Electric ..................... Existing Tree ........................................................................................... Guy Wire ............................................................................................ Existing Utility Pole ................................................................................ Existing Gas Valve ................................................................................. Existing Sanitary Sewer Manhole ......................................................... Existing Storm Drain Manhole .............................................................. Proposed Storm Drain Manhole ........................................................... Existing Telephone Manhole ................................................................. Existing Catch Basin .............................................................................. Proposed Catch Basin ............................................................................ Existing Light Pole ................................................................................. Proposed Light Pole ................................................................................ Proposed Telephone Manhole ............................................................... Existing Electric Manhole ..................................................................... Proposed Electric Manhole ................................................................... Proposed Sanitary Sewer Manhole ....................................................... Proposed Guardrail ................................................................... Proposed Rip Rap Ditch .............................................................. Proposed Asphalt Pavement ........................................................ Proposed Pavement Removal ...................................................... Proposed Gravel ........................................................................... Tree Protection ............................................................................. Accessible Ramp ................................................................................... Existing Drop Inlet.................................................................................. Proposed Drop Inlet................................................................................ Existing Fire Hydrant ............................................................................ Iron Pin .................................................................................................... Proposed Utility Pole .............................................................................. Proposed Fire Hydrant .......................................................................... Proposed Curb & Gutter, Conc. Drive, Sidewalk ................... Proposed Sidewalk Bridging Tree Roots .................................. Silt Fence ..................................................................................... Asphalt Milling ............................................................................ Utility Easement ............................................. Sidewalk/Utility Easement ............................. Storm Drainage Easement ............................. Post Construction Controls Easement .......... New Property Line ......................................... Conservation Easement ................................ INDEX OF SHEETS 3/10/2021 ADT 2020 = ADT 2040 = DHV = D = T = V = 13,200 17,200 N/A 35 MPH FUNC. CLASSIFICATION: Existing Overhead Electric ........................... Proposed Overhead Utility ............................ GENERAL SERVICESPROJECT LENGTH = 1.025 MILES (McCULLOUGH DRIVE)Project Name: McCullough Drive Streetscape Improvements Project Number: 512-15-013Project Features: Construction Plans of Proposed Erosion Control, and Utilities Sidewalk, Curb & Gutter, Paving, Grading, Drainage, Project No. : 512-15-013 McCullough Drive Streetscape Improvements AIKMAN DR COLLINS DESIGN DATA 1,224 5% AVENUE 100% Plan Submittal Proposed Handrail ..................................................................... BLVD W.T. HARRIS Erosion Control Plans ....................................................EC-1 - EC-27 Utility By Others Plans ............................................UBO-1 - UBO-14 Signing Plans ......................................................................SN-1 - SN-7 Pavement Marking Plans ...............................................PM-1 - PM-7 GENERAL SERVICES Storm Drainage Details..................................................... 3B-1 - 3B-5 STREAM IMPACTS SITE 1 FIGURE SEE SITE 1DREAST McCULLOUGHSheet 1 of 12 Permit Drawing SITE 2 FIGURE SEE SITE 2 NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET212R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh02.dgn 3/10/2021 Scale 20 NAD 83 512-15-013JOB NO.JNJAPPROVED BY3/10/2021DATESCALE1"=40'UNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALSTREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PLANPREPARED BYWAWGRAPHIC SCALE 40 800 MKACHECKED BYIMPACTS IN SURFACE WATER DENOTES TEMPORARYTSTS S S LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT S4 = 7 LF IN SURFACE WATER TEMPORARY IMPACTS S4 = 29 LF IN SURFACE WATER TEMPORARY IMPACTS S3 = 107 LF IN SURFACE WATER PERMANENT IMPACTS AREA (AC)LENGTH (FT) SW IMPACTS PERMANENT SW IMPACTS TEMPORARY 0.01 107 360.01 STREAM PERMIT IMPACT Sheet 2 of 12 Permit Drawing 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 5" CHERRY 8" CHERRY Mccullough Dr. DB 24282 PG 975 M45-499 LJW LAND LLC. 049-331-38 31 32 E Mccullough Dr. DB 13897 PG 368 MB 45 PG 499 ST JAMES PLACE OF CHARLOTTE LLC. 049-331-40 30 8340 N Tryon St. DB 24342 PG 883 APPLE NINE HOSPITALITY, INC. 049-331-02 30 8340 N Tryon St. DB 24342 PG 883 APPLE NINE HOSPITALITY, INC. 049-331-02 28 8335 Russell St. DB 10782 PG 469 NEW HAMPTON PRESBYTERIAN CHURCH NOW OR FORMALLY 049-331-23 -L- Sta. 66+04.00 END PROJECT EAST McCULLOUGH DR-L--DR1--DR1A- E = 1,477,963.8457 N = 569,157.4888 JURISDICTIONAL STREAM TS TS TS S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S SS TS TS TS TS TS TS TS TS TS TS TS TS 65+0063+0064+0066+0011+00 14 NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET312R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh03.dgn 3/10/2021 Scale 40 NAD 83 512-15-013JOB NO.JNJAPPROVED BY3/10/2021DATESCALE1"=40'UNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALSTREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PLANPREPARED BYWAWGRAPHIC SCALE 40 800 MKACHECKED BYIMPACTS IN SURFACE WATER DENOTES TEMPORARYTSTS S S LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT AREA (AC)LENGTH (FT) SW IMPACTS PERMANENT SW IMPACTS TEMPORARY 0.01 107 360.01 STREAM PERMIT IMPACT S4 = 29 LF IN SURFACE WATER TEMPORARY IMPACTS S3 = 107 LF IN SURFACE WATER PERMANENT IMPACTS S4 = 7 LF IN SURFACE WATER TEMPORARY IMPACTS Sheet 3 of 12 Permit Drawing S S S INVERT OUT=704.49' INVERT IN=704.66' RIM=721.13' SSMH INVERT OUT=719.51' RIM=734.62' SSMH S S S 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 8"OAK 5" CHERRY 8" CHERRY SSMH SSMH INVERT OUT=693.59' INVERT IN=693.72' RIM=704.70' SSMHSSMH METAL LIGHT POLE -L- Sta. 66+04.00 END PROJECT EAST McCULLOUGH DR-L-13'13'13'13'13'-DR1--DR1A- 11'12'13'12'11' E = 1,477,963.8457 N = 569,157.4888 JURISDICTIONAL STREAM Mccullough Dr. DB 24282 PG 975 M45-499 LJW LAND LLC. 049-331-38 31 32 E Mccullough Dr. DB 13897 PG 368 MB 45 PG 499 ST JAMES PLACE OF CHARLOTTE LLC. 049-331-40 30 8340 N Tryon St. DB 24342 PG 883 APPLE NINE HOSPITALITY, INC. 049-331-02 30 8340 N Tryon St. DB 24342 PG 883 APPLE NINE HOSPITALITY, INC. 049-331-02 28 8335 Russell St. DB 10782 PG 469 NEW HAMPTON PRESBYTERIAN CHURCH NOW OR FORMALLY 049-331-23 TS TS TS S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S SS TS TS TS TS TS TS TS TS TS TS TS TS PRC Sta. 63+39.35PT Sta. 65+56.6365+0063+0064+0066+00PC Sta. 10+35.93 POT Sta. 12+00.00 PT Sta. 10+77.26POT Sta. 11+00.00-DR1A- POT Sta. 10+00.00 -DR1- POT Sta. 10+81.26 -DR1- POT Sta. 10+00.00 -L- POT Sta. 65+50.69 11+00 14 NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET412R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh04.dgn 3/10/2021 Scale 20 NAD 83 512-15-013JOB NO.JNJAPPROVED BY3/10/2021DATESCALE1"=40'UNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALPREPARED BYWAWGRAPHIC SCALE 20 400 MKACHECKED BYIMPACTS IN SURFACE WATER DENOTES TEMPORARYTSTS S S LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT STREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PLANAREA (AC)LENGTH (FT) SW IMPACTS PERMANENT SW IMPACTS TEMPORARY 0.01 107 360.01 STREAM PERMIT IMPACT S4 = 29 LF IN SURFACE WATER TEMPORARY IMPACTS S4 = 7 LF IN SURFACE WATER TEMPORARY IMPACTS S3 = 107 LF IN SURFACE WATER PERMANENT IMPACTS Sheet 4 of 12 Permit Drawing SSMH SSMH TSTSTS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS S S S SSS S S S SSS S S S S S S S S S SS S S S S SS S S S S SS S S S S SS S S S S SSS S S S SS S S S S SS S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S EAST McCULLOUGH DR-L- JURISDICTIONAL STREAM 8340 N Tryon St. DB 24342 PG 883 APPLE NINE HOSPITALITY, INC. 049-331-02 8340 N Tryon St. DB 24342 PG 883 APPLE NINE HOSPITALITY, INC. 049-331-02 8335 Russell St. DB 10782 PG 469 NEW HAMPTON PRESBYTERIAN CHURCH NOW OR FORMALLY 049-331-23 30 28 30 63+0063+00 64+00 62+00 NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET512R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh05.dgn 3/10/2021 63+00 64+00 65+00 66+0062+00 67+00 H: 1" = 20' V: 1" = 4' SCALEJNJCHECKED BY3/10/2021DATE512-15-013JOB NO.PREPARED BYNPJNJAPPROVED BYUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINAL692 696 700 704 708 712 716 720 724 728 732 676 680 684 688 668 672 736 740 744 748 752 692 696 700 704 708 712 716 720 724 728 732 676 680 684 688 668 672 736 740 744 748 752 -L- -LEFT-STREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PROFILESheet 5 of 12 Permit Drawing END PROJECT ELEV. 721.45' -L- STA. 66+04.00 EXISTING GROUND PROPOSED GRADE (-)1.9182%-L- STA. 65+50.69=-DR1- STA. 10+00.00RCP @ 0.50% 29'-15" CL-4 14 07 14 07 INV OUT=716.80 INV IN=717.00 GRATE=723.06 STA. 64+97.85, 14.25' LT PROP. CB 14 10 14 10 INV OUT=717.65 GRATE=721.33 STA. 65+87.34, 13.25' LT PROP. DCB 62'-15" CL-4 RCP @ 0.50% 14 02 14 02 BURIED 1' @ 5.20% 59'- 8'X6' RCBC SEE DETAIL SHEET 3B-5 INV IN=693.00 (BURIED 1') STA. 62+85.73, 28.00' LT WITH RETAINING WALL UPSTREAM CULVERT END VPI STA. 62+85.73 ELEV. = 694.00' VPI STA. 62+83.28 ELEV. = 694.07' (-) 1.00% 14 12 RCP @ 0.50% 29'-15" CL-4 14 12 INV OUT=717.14 INV IN=717.34 GRATE=722.69 STA. 65+26.31, 16.13' LT PROP. CB NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET612R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh06.dgn 3/10/2021 63+00 64+00 65+00 66+0062+00 67+00 H: 1" = 20' V: 1" = 4'SCALEJNJCHECKED BY3/10/2021DATE512-15-013JOB NO.PREPARED BYNPJNJAPPROVED BYUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINAL692 696 700 704 708 712 716 720 724 728 732 676 680 684 688 668 672 736 740 744 748 752 692 696 700 704 708 712 716 720 724 728 732 676 680 684 688 668 672 736 740 744 748 752 -L- -RIGHT-STREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PROFILESheet 6 of 12 Permit Drawing END PROJECT ELEV. 721.45' -L- STA. 66+04.00 EXISTING GROUND PROPOSED GRADE (-)1.9182%-L- STA. 65+50.69=-DR1- STA. 10+00.0014 01 14 01 INV OUT=714.15 STA. 62+26.79, 34.00' RT PROP. FES @ 1.00% 15'-18" RCP 14 04 14 06 14 05 @ 1.00% 39'-18" RCP @ 1.00% 7'-15" RCP 14 06 INV OUT=711.00 RIM=724.35 STA. 64+62.64, 30.37' RT PROP. OUTLET CONTROL STRUCTURE 14 05 14 04 INV OUT=704.60 STA. 64+11.90, 36.22' RT PROP. FES @ 10.00% 9'-18" RCP 14 08 14 09 14 08 14 09 14 11 14 11 INV OUT=711.00 INV IN=712.93 STA. 64+85.00, 27.15' RT PROP. UNDERGROUND STORAGE CHAMBER - BMP-4 INV OUT=717.54 GRATE=721.37 STA. 65+93.78, 13.44' RT PROP. DCBELEV. = 714.15'VPI STA. 62+26.79VPI STA. 64+11.90(-)26.32 % (+)10.44%VPI STA. 63+00.00VPI STA. 63+09.50VPI STA. 63+50.00VPI STA. 63+19.20ELEV. = 691.28ELEV. = 690.85ELEV. = 690.55ELEV. = 697.38ELEV. = 704.60INV OUT=714.30 INV IN=714.75 RIM=719.10 STA. 62+12.23, 34.16' RT PROP. MH 14 01A 14 01A 14 03 14 03 INV OUT=704.99 INV IN=710.15 RIM=714.52 STA. 64+51.87, 32.22' RT PROP. MH DETAIL A LATERAL BASE DITCH DETAIL A LATERAL BASE DITCH (-)4.53% RCP @ 0.50% 29'-15" CL-4 95'-15" CL-4 RCP @ 0.50% INV OUT=713.00 INV IN=717.07 (1411) INV IN=716.66 (1407) GRATE=723.06 STA. 64+97.82, 14.25' RT PROP. CB 0.50% 711.23 BURIED 1' @ 5.20% 59'- 8'X6' RCBC VPI STA. 62+50.00ELEV. = 708.04(-)3 3.5 2 %VPI STA. 64+00.00ELEV. = 702.60(+)22.18% (+)16.81% VPI STA. 63+05.10 ELEV. = 690.98 ELEV. = 690.40VPI STA. 63+24.12DETAIL B (-)1.78% STANDARD BASE DITCH SEE DETAIL SHEET 3B-5 INV OUT=689.98 (BURIED 1') STA. 63+05.10, 28.00' RT WITH RETAINING WALL DOWNSTREAM CULVERT END NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET712R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh07.dgn 3/10/2021 Scale 20 512-15-013JOB NO.JNJAPPROVED BY3/10/2021DATESCALE1"=40'UNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALSTREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PLANPREPARED BYWAWGRAPHIC SCALE 40 800 MKACHECKED BYIMPACTS IN SURFACE WATER DENOTES TEMPORARYTSTS S S LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT NAD 83 Sheet 7 of 12 Permit Drawing AREA (AC)LENGTH (FT) SW IMPACTS PERMANENT SW IMPACTS TEMPORARY <0.01 19 9<0.01 STREAM PERMIT IMPACT S2 = 19 LF IN SURFACE WATER PERMANENT IMPACTS S1 = 9 LF IN SURFACE WATER TEMPORARY IMPACTS APPROX PAVED SHOULDER PLAYGROUND 8"MAPLE 8"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 4"MAPLE 4"MAPLE 4"MAPLE 4"MAPLE 4"MAPLE 12"MAPLE 4"MAPLE 10"MAPLE 10"MAPLE 10"MAPLE 4"MAPLE 12"MAPLE 4"MAPLE 4"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 14"MAPLE 10"MAPLE 4"MAPLE 24"MAPLE 301 MCCULLOUGH DR. DB 7958 PG 329 MB 25 PG 814 ATAPCO UEP INC. 047-451-22 14 13 047-211-10 MB 24 PG 676 DB 7958 PG 329 8301 UNIVERSITY EXECUTIVE PARK DR. ATAPCO UEP, INC 201 MCCULLOUGH DR. DB 7958 PG 329 MB 25 PG 814 ATAPCO UEP INC. 047-451-24 15 IKEA BLVDOF REVENUE NC DEPARTMENT DEVELOPMENT CENTER UNIVERSITY CHILD S S S S S S S S S S S S S S S TS TS TS 40+0038+00 41+0042+0039+0043+00 NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET812R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh08.dgn 3/10/2021 Scale 40 NAD 83 512-15-013JOB NO.JNJAPPROVED BY3/10/2021DATESCALE1"=40'UNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALSTREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PLANPREPARED BYWAWGRAPHIC SCALE 40 800 MKACHECKED BYIMPACTS IN SURFACE WATER DENOTES TEMPORARYTSTS S S LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT S1 = 9 LF IN SURFACE WATER TEMPORARY IMPACTS Sheet 8 of 12 Permit Drawing S2 = 19 LF IN SURFACE WATER PERMANENT IMPACTS AREA (AC)LENGTH (FT) SW IMPACTS PERMANENT SW IMPACTS TEMPORARY <0.01 19 9<0.01 STREAM PERMIT IMPACT APPROX PAVED SHOULDER PLAYGROUND S S S S S INVERT OUT=723.41' INVERT IN=713.86' RIM=729.74' SSMH INVERT=710.42' RIM=719.52' SSMH INVERT OUT=706.77' INVERT IN=708.47' RIM=714.97' SSMH INVERT OUT=724.30' INVERT IN=724.47' RIM=732.54' SSMH INVERT OUT=728.20' INVERT IN=728.59' RIM=738.71' SSMH S S S S S 8"MAPLE 8"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 4"MAPLE 4"MAPLE 4"MAPLE 4"MAPLE 4"MAPLE 12"MAPLE 4"MAPLE 10"MAPLE 10"MAPLE 10"MAPLE 4"MAPLE 12"MAPLE 4"MAPLE 4"MAPLE 12"MAPLE 12"MAPLE 12"MAPLE 14"MAPLE 10"MAPLE 4"MAPLE 24"MAPLE G V G V G V B O X T V B O X T V B O X T V B O X T V B O X T V B O X ELEC. BOX TV BOX TV BOX OPTIC FIBER B O X UTILIT Y BOX UTILITY PED TEL BOX TV PED TEL PED TEL TV T T SS MH SS MH SSMH SSMH PLASTIC LIG HT P OLE PLASTIC LIG HT P OLEMET AL LIG HT P OLE METAL LIG HT P OLE IKEA BLVDOF REVENUE NC DEPARTMENT DEVELOPMENT CENTER UNIVERSITY CHILD 4'3'10' 10' 10'3'4' 4'3'10' 10' 10'3'4'4'10'10'3'4'17.5' 32.5'5'G & C ELBATNUO M "6-'1 TSIXE NIATER 301 MCCULLOUGH DR. DB 7958 PG 329 MB 25 PG 814 ATAPCO UEP INC. 047-451-22 14 13 047-211-10 MB 24 PG 676 DB 7958 PG 329 8301 UNIVERSITY EXECUTIVE PARK DR. ATAPCO UEP, INC 201 MCCULLOUGH DR. DB 7958 PG 329 MB 25 PG 814 ATAPCO UEP INC. 047-451-24 15 S S S S S S S S S S S S S S S TS TS TS PC Sta. 37+30.19 40+0038+00 41+0042+0039+0043+00 NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET912R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh09.dgn 3/10/2021 Scale 20 NAD 83 512-15-013JOB NO.JNJAPPROVED BY3/10/2021DATESCALE1"=40'UNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALPREPARED BYWAWGRAPHIC SCALE 20 400 MKACHECKED BYIMPACTS IN SURFACE WATER DENOTES TEMPORARYTSTS S S LEGEND IMPACTS IN SURFACE WATER DENOTES PERMANENT STREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PLANS1 = 9 LF IN SURFACE WATER TEMPORARY IMPACTS Sheet 9 of 12 Permit Drawing S2 = 19 LF IN SURFACE WATER PERMANENT IMPACTS AREA (AC)LENGTH (FT) SW IMPACTS PERMANENT SW IMPACTS TEMPORARY <0.01 19 9<0.01 STREAM PERMIT IMPACT IMPERVIOUS DIKE DEWATERING DEVICE APPROX 12"MAPLE 12"MAPLE 12"MAPLE 4"MAPLE SS MH TS TS TS TS TS TS TS TS TS S S S S S S S S S S S S S S S S S S S S S S S S S S S S 301 MCCULLOUGH DR. DB 7958 PG 329 MB 25 PG 814 ATAPCO UEP INC. 047-451-22 14 13 047-211-10 MB 24 PG 676 DB 7958 PG 329 8301 UNIVERSITY EXECUTIVE PARK DR. ATAPCO UEP, INC 38+00 37+00 NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET1012R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh10.dgn 3/10/2021 714 718 722 726 730 734 738 742 746 750 754 714 718 722 726 730 734 738 742 746 750 754 714 718 722 726 730 734 738 742 746 750 754 714 718 722 726 730 734 738 742 746 750 754 38+00 39+00 40+00 41+0037+00 42+00 38+00 39+00 40+00 41+0037+00 42+00 H: 1" = 20' V: 1" = 4'SCALEJNJCHECKED BY3/10/2021DATE512-15-013JOB NO.PREPARED BYNPJNJAPPROVED BYUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINAL-L- -LEFT- -L- -RIGHT-STREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVEPERMIT DRAWING PROFILESheet 10 of 12 Permit Drawing EXISTING GROUND PROPOSED GRADE VC = 150' K = 141 PI = 39+50.00 EL = 732.45' VC = 280' K = 65 PI = 37+20.00 EL = 728.73' END GRADE ELEV. 734.46' -L- STA. 40+25.00 ELEV. 739.86' -L- STA. 42+07.00 BEGIN GRADE (+)1.6174% (+)2.6800% (+)1.6174% (-)2 .7139%IKEA BLVD.(+)3.5079% 09 06 09 06 09 07 09 07 RCP @ 0.50% 11'-15" CL-4 09 10 09 10 09 11 90'-15" CL-4 RCP @ 1.16% 09 11 09 12 09 12 RCP @ 1.00% 44'-15" CL-4 INV OUT=726.33 INV IN=726.53 GRATE=730.28 STA. 38+27.51, 23.36' LT PROP. DCB INV OUT=727.58 INV IN=727.78 GRATE=731.53 STA. 39+22.91, 23.25' LT PROP. CB INV OUT=729.42 GRATE=733.17 STA. 39+96.74, 23.25' LT PROP. CB INV OUT=725.84 GRATE=729.59 STA. 37+55.43, 23.25' LT PROP. CB 70'-15" CL-4 RCP @ 2.35% RETAIN RETAIN RETAIN INV OUT=719.20 (EXIST.) INV IN=719.40 (EXIST.) INV IN=725.79 (0907) GRATE=729.60 STA. 37+43.99, 23.25' LT PROP. DCB EXIST. 30" RCP INV OUT=719.0 INV IN=719.4 GRATE=728.42 STA. 37+43.82, 23.10' LT EXIST. CB EXIST. 30" RCP EXISTING GROUND PROPOSED GRADE VC = 150' K = 141 PI = 39+50.00 EL = 732.45' VC = 280' K = 65 PI = 37+20.00 EL = 728.73' END GRADE ELEV. 734.46' -L- STA. 40+25.00 ELEV. 739.86' -L- STA. 42+07.00 BEGIN GRADE (+)1.6174% (+)2.6800% (+)1.6174% (-)2 .7139%IKEA BLVD.(+)3.5079% 09 03 09 03 09 05 RCP @ 0.50% 5'-15" CL-4 09 05 INV OUT=725.85 GRATE=729.60 STA. 37+55.47, 22.63' RT PROP. CB 09 01 09 02 09 02 09 01 RCP @ 3.70% 27'-18" 09 04 09 08 09 09 RCP @ 1.75% 28'-15" RCP @ 1.00% 44'-15" CL-4 09 04 09 08 09 09 INV OUT=718.00 RIM=730.32 STA. 37+64.10, 37.10' RT PROP. OUTLET CONTROL STRUCTURE INV OUT=721.37 INV IN=725.89 GRATE=730.05 STA. 38+27.93, 20.80' RT PROP. DCB 192'-24" RCP @ 2.09% INV OUT=724.03 INV IN=724.70 RIM=735.90 STA. 41+95.24, 291.04' RT PROP. MH RCP @ 1.00% 8'-30" 10 01A 10 01A INV OUT=718.00 INV IN =720.90 STA. 37+82.28, 31.88' RT PROP. UNDERGROUND STORAGE CHAMBER - BMP-2 RETAIN REMOVE REMOVE RETAIN REMOVE 10 06 RCP @ 2.00% 55'-24" INV OUT=728.71 INV IN=729.83 RIM=740.46 STA. 42+37.18, 109.30' RT PROP. MH 10 06 RETAIN 09 03A INV OUT=718.80 INV IN=718.80 RIM=729.83 STA. 37+50.25, 15.60' RT PROP. MH INV OUT=718.01 INV IN=718.76 (0903A) INV IN=725.83 (0905) GRATE=729.60 STA. 37+50.83, 22.74' RT PROP. CB INV OUT=715.16 INV IN=715.16 RIM= 721.16 STA. 37+52.29, 57.03' RT PROP. JB w/ MH 09 03A RCP @ 0.53% 8'-30" RETAIN RETAIN RETAIN 718.22 0.50% INV OUT=716.99 (18") INV OUT=715.08 (30") STA. 37+52.69, 64.79' RT PROP. EW INV OUT=718.70 INV IN=718.80 GRATE=728.28 STA. 37+50.34, 15.29' RT EXIST. DCB INV OUT=715.62 STA. 37+47.91, 58.51' RT EXIST. HEADWALL EXIST. 30" RCP EXIST. 30" RCP INV OUT=724.03 INV IN=731.05 RIM=734.96 STA. 41+95.24, 291.04' RT EXIST. SDMH EXIST. 18" RCP EXIST. 24" RCP EXIST. 15" RCP EXIST. 15" RCP NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET1112R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh11.dgn 3/10/2021512-15-013WAWNTH3/10/2021MKAJOB NO.PREPARED BYAPPROVED BYCHECKED BYDATESCALENTSPROPERTY OWNERS NAMES AND ADDRESSES NAMES ADDRESS UNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALPARCEL NO.NAMES AND ADDRESSESPROPERTY OWNERS STREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVE14 INC. APPLE NINE HOSPITALITY STREET 8340 NORTH TRYON30 ATAPCO UEP INC.301 MCCULLOUGH DRIVE Sheet 11 of 12 Permit Drawing NO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEET1212R:\Ustation\hydro\Permits_Environmental\Drawings\Sheets\McCullough Drive_Hyd_Prm_psh12.dgn 3/10/2021512-15-013WAWNTH3/10/2021MKAJOB NO.PREPARED BYAPPROVED BYCHECKED BYDATESCALEINCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALNTSPERMIT IMPACT SUMMARYSTREETSCAPE IMPROVEMENTSMcCULLOUGH DRIVESheet 12 of 12 Permit Drawing