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Home My WebLink About20151065 Ver 2_HE-0005_BOOM_RDY_PRE-65__SET_FOR_PERMITTING_2022083009/08/99 L 0 m 0 0 N�� o°� N0Cr - ry coLI v 0 See Sheet / A For Index of Sheets See Sheet 18 For Conventional Plan Sheet Symbols Ste: Piedmont Triad ' / / International/ / Airport BEGIN " kt ndt GREENSBORO CITY LIMITS Guilford VICINITY MAP • I11'I 11,1i 11 1',IIII'' il1 ♦ • BEGl11l TIP PROJECT HE-0005 -LRT- STA. 11 + 85.00 SI HI GUILFORD COUNTY -LRT- SR 1695 REGIONAL RD. A PORTION OF THIS PROJECT IS WITHIN THE GREENSBORO MUNICIPAL: OUNDARIES CLEARING ON THIS PROJECT WILL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD LOCATION: ACCESS IMPROVEMENTS FOR BOOM FACILITY ALONG INTERSTATE 73 ON THE NORTH SIDE OF PIEDMONT TRIAD INTERNATIONAL AIRPOR T TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES, SIGNING, CULVERTS, AND RETAINING WALLS BEGIN BRIDGE —Y1— STA. 11 + 54.44 GREENSBORO CITY LIMITS' , -LRT- END\BRIDGE —Y1— STA. 13 + 40.13 END BRIDGE —LRT— STA. 35 + 17.03 BEGIN BRIDGE . —LRT— STA. 33+76.97 THIS IS A PARTIAL CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS / // 1/ // //11 END TIP PROJECT HE-0005 -LRT- STA. 86 + 41.93 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS oCo HE-0005 11 STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 50338.1.1 PE 50338.2.1 R'W/ 50338.2.2 UTIL 50338.3.1 CONST \• rrr p 11 Iy ELIMINA Y PLANS DO NOT USE FOR CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED J GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2022 = X ADT 2042 = X K = X % D = X % T = X % * V = 40 MPH * TTST =X DUAL X FUNC CLASS = MINOR COLLECTOR REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT HE-0005 = 1.385 MILES LENGTH STRUCTURES TIP PROJECT HE-0005 = 0.027 MILES TOTAL LENGTH OF TIP PROJECT HE-0005 = 1.412 MILES PROJECT LENGTHS BASED ON —LRT— ALIGNMENT. M MOTT MACDONALD M Prepared in the Office of: 7621 Purfoy Rd., Suite 115 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) License No. F-0669 www.mottmac.com/americas 2018 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: XX XX, XXXX LETTING DATE: XX XX, XXXX DAVID C. WALLER, PE PROJECT ENGINEER JEFFREY R. COOKE, PE PROJECT DESIGN ENGINEER BRIAN KETNER NCDOT CONTACT - DIVISION 7 HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. SIGNATURE: S A I'I \•JI ' (CAJ' 4LI[ a V ISI S PROJECT REFERENCE NO. HE -0005 SHEET NO. IB ryT• Note: Not to Scale BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin (EIP) Computed Property Corner Existing Concrete Monument (ECM) Parcel/Sequence Number Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary Proposed Wetland Boundary 0 EIP -L. Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Contaminated Site: Known or Potential BUILDINGS AND OTHER Gas Pump Vent or U/G Tank Cap Sign Well Small Mine Foundation Area Outline Cemetery Building School Church Dam HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump 5 5 W WLB WLB EAB EPB HPB 5 5 W w w CULTURE: 0 0 S 0 W 1 0 JS BZ 1 BZ 2 » > > CONVENTIONAL PLAN SSYMBOLS RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled CSX TRANSPORTATION O MILEPOST 35 SWITCH RIGHT OF WAY C PROJECT CONTROL: Primary Horiz Control Point Primary Horiz and Vert Control Point Secondary Horiz and Vert Control Point Vertical Benchmark Existing Right of Way Monument Proposed Right of Way Monument (Rebar and Cap) Proposed Right of Way Monument (Concrete) Existing Permanent Easement Monument Proposed Permanent Easement Monument (Rebar and Cap) Existing C/A Monument Proposed C/A Monument (Rebar and Cap) Proposed C/A Monument (Concrete) Existing Right of Way Line Proposed Right of Way Line Existing Control of Access Line Proposed Control of Access Line Proposed ROW and CA Line Existing Easement Line Proposed Proposed Proposed Proposed Proposed Proposed Proposed Temporary Construction Easement Temporary Drainage Easement Permanent Drainage Easement Permanent Drainage/Utility Easement Permanent Utility Easement Temporary Utility Easement Aerial Utility Easement O • • ROADS AND RELATED FEATURES: Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal VEGETATION: Single Tree Single Shrub Hedge E TDE PDE DUE PUE TUE AUE T C F T T T T T T Woods Line Orchard Vineyard EXISTING STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: * SUE - Subsurface Utility Engineering LOS - Level of Service - A, B, C or D (Accuracy) POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line Test Hole (SUE - LOS A)* U/G Power Line (SUE - LOS B)* U/G Power Line (SUE - LOS C)* U/G Power Line (SUE - LOS D)* TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower Vineyard GONG >— JCONC WW CONC HW CB WATER: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line Test Hole (SUE - LOS A)* U/G Water Line (SUE - LOS B)* U/G Water Line (SUE - LOS C)* U/G Water Line (SUE - LOS D)* Above Ground Water Line TV: _< TV Pedestal TV Tower 0 U/G Telephone Cable Hand Hole U/G Telephone Test Hole (SUE - LOS A)* U/G Telephone Cable (SUE - LOS B)* U/G Telephone Cable (SUE - LOS C)* U/G Telephone Cable (SUE - LOS D)* U/G Telephone Conduit (SUE - LOS B)* U/G Telephone Conduit (SUE - LOS C)* U/G Telephone Conduit (SUE - LOS D)* U/G Fiber Optics Cable (SUE - LOS B)* U/G Fiber Optics Cable (SUE - LOS C)* U/G Fiber Optics Cable (SUE - LOS D)* 0 2. HH H r P T HH m T---- T TC TO I F2 U/G TV Cable Hand Hole U/G U/G U/G U/G U/G Fiber Optic Cable (SUE - LOS B)* U/G Fiber Optic Cable (SUE - LOS C)* U/G Fiber Optic Cable (SUE - LOS D)* GAS: Gas Valve Gas Meter U/G Gas Line Test Hole (SUE - LOS A)* U/G Gas Line (SUE - LOS B)* U/G Gas Line (SUE - LOS C)* U/G Gas Line (SUE - LOS D)* A/G Water TV Test Hole (SUE - LOS A)* TV Cable (SUE - LOS B)* TV Cable (SUE - LOS C)* TV Cable (SUE - LOS D)* Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer I c I HH TV TV TV TV FO TV FO TV F0 A/G Gas SS A/G Sanitary Sewer SS Force Main Line Test Hole (SUE - LOS A)* SS Force Main Line (SUE - LOS B)* SS Force Main Line (SUE - LOS C)* SS Force Main Line (SUE - LOS D)* MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line (SUE - LOS B)* U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A/G Tank; Water, Gas, Oil Geoenvironmental Boring Abandoned According to Utility Records End of Information --FSS — — —- FSS FSS • 0 S 7UTL (UST) AATUR E.O.I. PROJECT REFERENCE NO. HE -0005 SHEET NO. 2A-I R'W SHEET NO. PRELIMINARY PAVEMENT SCHEDULE Cl PROP. APPROX. 11/2 " ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. N1 GEOTEXTILE FOR PAVEMENT STABILIZATION (TYPE IV) C2 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. R1 2'-6" CONCRETE CURB AND GUTTER. C3 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 11/2 " IN DEPTH OR GREATER THAN 2" IN DEPTH. R2 SINGLE FACED CONCRETE BARRIER D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. R3 SHOULDER BERM GUTTER D2 PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%2" IN DEPTH OR GREATER THAN 4" IN DEPTH. S 4" CONCRETE SIDEWALK. El PROP. APPROX. 3" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. T EARTH MATERIAL. E2 PROP. APPROX. 8" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. U EXISTING PAVEMENT. E3 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 51/2" IN DEPTH. W VARIABLE DEPTH ASPHALT PAVEMENT. (SEE WEDGING DETAIL) J 1 10" AGGREGATE BASE COURSE. NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. GRADE TO THIS LINE 3 0 0 0 0 00 cdcd 0 \CE / 3103- co CO LE 30 -LRT- TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 1 FOR: -LRT- STA. 11 + 85.00 TO 15 + 91.68 LESS THAN 8'-0" 15" • GRADE TO THIS LINE * FOR WIDENING WIDTHS LESS THAN 8' SEE PARTIAL TYPICAL SECTION 1A BELOW. 2'-0" 8'-0„ H [ (14'-0" w/GR) 0.02 O. O GRADE TO THIS LINE PARTIAL TYPICAL SECTION NO. 1A USE PARTIAL TYPICAL SECTION NO. 1A IN CONJUNCTION WITH TYPICAL SECTION NO. 1 FOR WIDENING LESS THAN 8' C2 SURVEY GRADE POINT -Ay ```\ 4666., 1/2 MIN. 311 2/2„ 2i�2 E3 MIN. MIN. MIN. 3" MIN. E3 C2 W - Detail Showing Method of Wedging 8'-0" (14'-0" w/GR) R1 0.02� W REFER TO WEDGING DETAIL TIE TO EXISTING PAVEMENT VAR. SEE PROFILE SHEETS INCIDENTAL MILLING DETAIL DETAIL SHOWING PROFILE VIEW 18'-0" 1 - 0.02 -LLT- - LRT- - Y1- GRADE GRADE TO THIS LINE 3" 18'-0" i ROADWAY DESIGN ENGINEER PAVEMENT ENGINEER INCOMPLETE P ANS DO NOT USE FOR R 0 W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: 2' TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 FOR: -LLT- STA. 10+00+/- TO 47+28+/- - LRT- STA. 15 + 91.68 TO 33 + 76.97 (BEGIN BRIDGE) -LRT- STA. 35 + 17.03 (END BRIDGE) TO 51 + 38 +/- - LRT- STA. 54 + 68 +/- TO 86 + 41.93 - Y1- STA. 10 + 18.00 TO 11 + 54.44 (BEGIN BRIDGE) - Y1- STA. 13 +40.13 (END BRIDGE) TO 15 +18.51 M M7621 Purloy Rd Suite 115 MOTT Fuquay—Varina, NC 27526 MACDONALD www.mottmac.com1americas 8'-0" (14'-0" w/GR) �0.02 -LRT- PROJECT REFERENCE NO. HE -0005 SHEET NO. 2A-2 R'W SHEET NO. ROADWAY DESIGN ENGINEER PAVEMENT ENGINEER 12' 12' 12' TAXIWAY BRIDGE INCOMPLETE PLANS DO NOT USE FOR R 0 WV ACQUISITION (EXISTING) 1'-6" EXISTING BRIDGE PIER VAR. 40'-1" EXIST WALL UNDER BRIDGE TO 40'-4" R2 VAR. 7'-4" TO 7'-7" L 12'-0" 12'-0" 7'-6" Ow- 1 GRADE TO THIS LINE i 0.02 2'-6" R 0.02 6" �-I-I 6 --IL TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3 FOR: -LLT- STA. 51 +38+/- TO 54+68+/- i -EL- (1-73) 14' 3' 0.03 0.03 0.03 15" 30 0 3, L CO 0 0 0 00 N3 d- O CV 0 \00 LE COL I — co 3D CO 30 L 0.03 Z\ Z\ V v P AR. EX. EXISTING CABLE GUIDERAIL TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO. 4 FOR: -EL- STA. 2 0 + 06.18 TO 2 7 + 17.71 4'-0" 2' I H 0.02� -7 0.03 ---! .u� --- ---- 10'-0" 0.02 -DR1- 10'-0" [ 1 GRADE POINT 0.02 GRADE TO THIS LINE TYPICAL SECTION NO. 5 USE TYPICAL SECTION NO. 5 FOR: -DR1- STA. 10 + 25.00 TO 11 + 99.98 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M7621 Purloy Rd Suite 115 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com1americas r) f PROJECT REFERENCE NO. HE -0005 SHEET NO. 2A-3 R'W SHEET NO. ROADWAY DESIGN ENGINEER PAVEMENT ENGINEER BRIDGE AT -Yl- STA. 12 +47.92 OVER EL STA.23+38.84 2 BAR METAL RAIL W/2'-6" PARAPET ID -Yl - 51'-0" 5'-6" 2'-0" VP- 18'-0" 18'-0" 0.02 GRADE POINT 0.02 VP- 5'-6" -Y1- STRUCTURE TYPICAL SECTION -Y1- J 2 BAR METAL RAIL W/2'-6" PARAPET CHAIN LINK FENCE TO BE INCLUDED ON BOTH SIDES OF BRIDGE. INCOMPLETE P ANS DO NOT USE FOR R 0 WV ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M7621 Purloy Rd Suite 115 MOTT Fuquay—Varina, NC 27526 MACDONALD www.mottmac.com1americas PROPOSED VERTICAL ABUTMENT 14' 1'-6" 12' r 12' 7 0.03 7 0.03 12' 0.03 17' 14' YJ C 2� 0.03 -EL- (1-73) 18' -so2 0' PROPOSED BRIDGE PIER VAR. SEE ROADWAY STD. 610.04 15" E2 EX. 15' EXISTING CABLE GUIDERAIL TYPICAL SECTION UNDER STRUCTURE 12' t 12' 12' 14' 1 7 0.03 --- 0.03 ---------- SEE ROADWAY STD. 610.04 PROPOSED VERTICAL ABUTMENT PROJECT REFERENCE NO. HE -0005 SHEET NO. 2A-4 R'W SHEET NO. ROADWAY DESIGN ENGINEER PAVEMENT ENGINEER 01 U I n 10 10�� 0 coil— I— an BRIDGE AT -LRT- STA. 34+48.71 OVER BRUSH CREEK TRIBUTARY 2 BAR METAL RAIL W/2'-6" PARAPET -LRT- VAR VAR 5'-6" MIN. 51'-0" MIN. 18'-0" 18'-0" 0.03 GRADE POINT i 0.03 VAR 5'-6" MIN. L ii i -LRT- STRUCTURE TYPICAL SECTION 2 BAR METAL RAIL W/2'-6" PARAPET INCOMPLETE P ANS DO NOT USE FOR R 0 WV ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M7621 Purloy Rd Suite 115 MOTT Fuquay—Varina, NC 27526 MACDONALD www.mottmac.com1americas 01 01 01 00 PROJECT REFERENCE NO. HE -0005 SHEET NO. 2D RAW SHEET NO. 00 01 CO N 00 CC 01 01 Natural Ground DETAIL A LATERAL BASE DITCH ( Not to Scale) L b 1"/Ft. B, l Min. D= 1 Ft. B= 2 Ft. b= 5 Ft. Fill Slope FROM STA. 17+30 TO STA. 18+25 -LRT- RT FROM STA. 39 + 00 TO STA. 41 + 00 -LRT- LT DETAIL F SPECIAL LATERAL BASE DITCH ( Not to Scale) Fill Slope B Min. D= 1 Ft. B= 2 Ft. FROM STA. 32 +80 TO STA. 37 + 00 -LLT- LT FROM STA.21+95 TO STA.22+60 -EL- RT DETAIL L TOE PROTECTION ( Not to Scale) Natural Ground d= 1 Ft. Type of Liner= PSRM PSRM FROM STA. 22+20 TO STA. 24+24 -LRT- LT FROM STA. 24 + 80 TO STA. 28+00 -LRT- LT FROM STA. 26 + 00 TO STA. 31 + 20 -LLT- RT FROM STA. 63 + 20 TO STA. 67 + 92 -LRT- LT FROM STA. 68 + 25 TO STA. 73 + 00 -LRT- LT FROM STA. 74+50 TO STA. 77+25 -LRT- LT DETAIL B SPECIAL LATERAL 'V' DITCH ( Not to Scale) %\o;,sec o� Min. D= 1 Ft. Fill Slope FROM STA. 11 + 50 TO STA. 11 + 75 -DR1- LT FROM STA. 17 + 79 TO STA. 18 + 00 -LRT- LT FROM STA. 18 + 10 TO STA. 21 + 50 -LRT- LT FROM STA. 72 + 47 TO STA. 73 + 00 -LRT- RT DETAIL G SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground ?• B Type of Liner= PSRM 1 a� Fill Slope Min. D= 1 Ft. Max. d= 1 Ft. B= 2 Ft. FROM STA. 26 + 00 TO STA. 29+50 -LLT- LT DETAIL M TOE PROTECTION ( Not to Scale) NATURAL GROUND d= 1 Ft. Type of Liner= Class 'B' Rip Rap GEOTEXTILE FILL SLOPE FROM STA. 28+00 TO STA. 32 + 50 -LRT- LT FROM STA. 39 + 00 TO STA. 42 + 20 -LLT- LT FROM STA. 38 + 00 TO STA. 40 + 00 -LLT- RT Outside Ditch Traffic Flow <S— S=Ditch Slope DETAIL I FALSE SUMP ( Not to Scale) GI etc. C Proposed Ditch FROM STA. 44 + 78 -LLT- RT DRA \A, D T' r TA LS Natural Ground DETAIL C LATERAL BASE DITCH ( Not to Scale) b 1'7Ft. Min. D= 1 Ft. B = 2 Ft. b= 5 Ft. FROM STA. 29 + 60 TO STA. 30 + 85 -LRT- RT FROM STA. 13 + 50 TO STA. 14 + 40 -Y1- RT DETAIL H SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground 3? • Type of Liner= PSRM 1 O� Fill Slope Min. D= 1 Ft. Max. d= 1 Ft. B = 4 Ft. FROM STA. 29+50 TO STA. 32 + 00 -LLT- LT DETAIL N CHANNEL IMPROVEMENTS ( Not to Scale) Natural Ground GEOTEXTILE Type of Liner= Class I Rip -Rap Natural Ground B=5' STA. 22 + 51 -LRT- RT, L =11', S = 0.0%, BEG. EL. = 912.0, END EL. = 912.0 Outside Ditch Traffic Flow DETAIL II FALSE SUMP ( Not to Scale) GI S — etc. S=Ditch Slope C Proposed Ditch FROM STA. 40 + 10 -LLT- RT Natural Ground DETAIL D LATERAL BASE DITCH w/RIP RAP ( Not to Scale) d GEOTEXTILE *When B is < 6.0' Type of Liner= Class B Rip -Rap b 1'/Ft. Min. D= 1 Ft. Max. d= 1 Ft. B= 2 Ft. b= 5 Ft. Fill Slope FROM STA. 38+25 TO STA. 39+00 -LRT- LT DETAIL J SPECIAL LATERAL BASE DITCH ( Not to Scale) Fill Slope B Min. D= 1 Ft. B- 4 Ft. FROM STA. 32 + 00 TO STA. 32 + 80 -LLT- LT DETAIL III FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow �•\ 20:1 S— S = Ditch Slope GI etc. C Proposed Ditch FROM STA. 63 + 05 -LRT- LT DETAIL E LATERAL 'V' DITCH ( Not to Scale) b 1'/Ft. Slope Min. D= Ft. b= Ft. FROM STA. 68 + 00 TO STA. 72 + 47 -LRT- RT FROM STA. 13+50 TO STA. 14+20 -Y1- LT DETAIL K STANDARD BASE DITCH ( Not to Scale) Natural Ground .2. d Geotextile *When B is < 6.0' Min. D= 1.0 Ft. Max. d= 1.0 Ft. B= 2.0 Ft. Type of Liner= Class 'B' Rip Rap STA. 27+50 -LRT- RT, L=80', S=6.25% BEG. EL.=916.00, END EL.=911.00 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER NCOMPLETE PLANS DO NOT USE FOR R / W ACQUISITION MOTT MACDONALD I & E, LLC MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 7621 Purfoy Rd, Suite 115 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com/americas c 01 0) 0 CC O O CO 0 L CVD_� CV/71- O C\J \ 303 \�� coOCC 80 RETAIN C C3 SPEC. LATERAL 'V' DITCH SEE DITCH DETAIL B -DRI - PT Sta. 11 +93.76 SPEC. LATERAL 'V' DITCH SEE DITCH DETAIL B () EPGR2o1SS t\ AAAA 00C\ B POtV POT Sto. 10 +00.00 3EGIN CONSTRUCTION POT Sta. 10 +25.00 -DRI- PC Sta. 11 +51.36 PIEDMONT TRIAD AIRPORT AUTHORITY DB 8067 PG 717 RIP RAP TIME WARNER CABLE SOUTHEAST LLC DB 7403 PG 2638 PB 133 PG 34 54" RCP —IV ROCK PLATTING STA. 22+00 — 23+0 - DRI - POT Sta. 12 +17.98 - LRT - POC Sta. l7 +77.45 CLASS 'B' RIP RAP m EST. 3 TONS 10 SY GEOTEXTILE �y BEGIN JURISDICTIONAL STREAM 2GI(A) PIEDMONT TRIAD AIRPORT AUTHORITY DB 7857 PG 945 CLASS 'B' RIP RAP EST. 8 TONS EST. 21 SY GEOTEXTILE CLASS 'B' RIP RAP EST. 8 TONS EST. 21 SY GEOTEXTILE RETAIN 15" RCP REMOVE EX CB 15" RCP—I-LRT- PCC Sta. 15 +04.11 q• \ RETAIN " ' \ `DETAIN RETAIN 0 TOE PROTECTION W/PSRM SEE DITCH DETAIL L 48"EXPRESSWAY C&G RETAIN <Q42 $� ENDWALL CHANNEL IMPROVEMENT SEE DETAIL N BEGIN JURISDICTIONAL STREAM RETAIN — — -LRT- PCC Sta. 23+38.08 -LRT- PC Sta. 13+49.12 RETAIN -EL- TS Sta. 14 +05.94 TOE PROTECTION W/PSRM SEE DITCH DETAIL L STANDARD 2' BASE DITCH -LRT- PT Sta. 24+93.07 W/CL B RIP SEED DITCH RAP AIL K PIEDMONT TRIAD AIRPORT AUTHORITY DB 5042 PG 1643 BEGIN PROJECT HE-0005 -LRT- PC Sta. 11 + 85.00 PI Sta 14 +26.68 A = 5° 55' 12.4 D = 3° 49' 11.0" L = 154.99' T = 77.56' R = 1,500.00' RETAIN RETAIN TOE PROTECTION W/CL B RIP RAP SEE DITCH DETAIL M satiaagmessem eentualiegmarail %1"�:I/G�_ TIE TO EXISTING SWALE CLASS 'B' RIP RAP EST. 2 TONS 7 SY GEOTEXTILE LATERAL 2' BASE DITCH SEE DITCH DETAIL C RT - PC Sta. 27+67.72 PI Sta 22 +63.23 " (RT) A = /27° 25' 18.4" (RT ) D = /5° /6' 43.9" L = 833.97' T = 759.12' R = 375.00' Pls Sta /5 +72.67 es = 1°3/'21.9" Ls = 250.09' LT = 166.73' ST = 83.37' P/ Sta 33+50.69 A = /9° 47' 4/.7" (LT) D = 3° 58' 43.9" L = 497.50' T = 251.25' R = 1,440.00' PROJECT REFERENCE NO. HE -0005 RAW SHEET NO. ROADWAY DESIGN ENGINEER INCOMPLE DO NOT USE FOR MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 SHEET NO. HYDRAULICS ENGINEER TE PLANS R / W ACQUISITION MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: ' PROP.2' -6" C&G -LRT - PRC Sta. 30+99.44 MOTT MACDONALD 7621 Purfoy Rd, Suite 115 Fuquay-Varina, NC 27526 www.mottmac.com/americas FOR -LRT- PROFILE SEE SHEET 11 FOR DITCH DETAILS, SEE SHEETS ? THRU ? 0' SPEC. LATERAL 4' BASE DITCH W/PSRM SEE DITCH DETAIL H SPEC. LATERAL 4' BASE DITCH SEE DITCH DETAIL J k. t TIE TO EX. GUARDRAIL RETAIN PROP.2' -6" C&G -v 0 Mt.) 26' n PROP.2' -6" C&G RETAIN RETAIN 1-73 SBL JOSEPH M BRYAN BLVD 40' BST mi118irr111111iir�� !08„'_� L C J_ 0 0- c m i ruu-, ao co 1C00nr- ROCK PLATING STA. 32+50 - 33+42 LT PROP.2' -6" C&G 04.22' 30" RCP PIEDMONT TRIAD AIRPORT AUTHORITY DB 8304 PG 2780 SPEC. LATERAL 2' BASE DITCH SEE DITCH DETAIL F -LLT- PRC Sta. 33+89.38 CLASS 'B_RW- RAP -EST5 TONS EST. 14 31' GEOTEXTILE CLAS§ 'B' RIP RAP F EST. 2 TON -CENTERED RVE EST. 7 SY GEOTEMLE68'-/98' OFFSET 6' PROP. RETAINING WALL BEGIN CONSTRUCTION -EL - POC Sta. 20+06.18 RETAIN -LRT- Sta. 34+48.7/ P/ Sta 23+34.94 A = /6° 25' 18.4" (LT) D = l° l3' 03.9" L = 1,348.52' T = 678.9/' R = 4,705.00' PI Sta 30+42.95 P1 A = 4/° 10' 27.8" (LT) A D = 5° 40' 22.3" D L = 725.8/' L T = 379.38' T R = 1,0/0.00' R Sta 34+77.50 P1 = ir 02' 57.8" (RT) A = 6°/7'21.6" D = 175.68' L = 88.12' T = 9/1.00' -LLT - PC Sta. 38+35.58 -LLT- PT Sta. 39+97.86 row ttF TOE PROTECTION ' - „ dirt. Imo', rrr . W/CL B RIP RAP PROP.2 6 gl r R��. SEE PITCH DETAIL M C&G .-_!��r��rar- rrr. rrr rr rrur rr ur �r. rrir �3'� �-.•.rrrrr�irrrr�irrrt�rril�rrrrrrirr�irrrr�irriirriri� �� C C NEP- Sta 39 +16.75 = 3° 43' 09.0" (RT ) = 2° /7' 30.6" = 162.28' = 81.17' = 2,500.00' PIEDMONT TRIAD AIRPORT AUTHORITY DB 8304 PG 2780 PB 130 PG 95 PROJECT REFERENCE NO. HE -0005 R'W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER INCOMPL I TE PLANS DO NOT USE 1FO1' ", / W ACQUISITION MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: TOE PROTECTION W/CL B RIP RAP GREU TL-2 SEE DITCH DETAIL M rrr rrr r�ii+iii�tRiiii r�r�i.iiiiin�iiir�riiF �rir'�rii ii iriiir nir rrr 411Z4 ii F F rrriltrrrrir " RCP -III 'B' RIP RAP EST. 3 TONS TAIN EST. 10 SY GEOTEXTILE LAID CONSTRUCTION -EL- POC Sta. 27+17.71 RETAIN RETAIN RETAIN TIE TO EX. GUARDRAIL PROP. RETAINING WALL LATERAL V DITCH SEE DITCH DETAIL E <0517> 2' BASE DitCH 'B' RIP RAP H DETAIL D GREU TL-2 SPEC. 2' BASE DITCH (W/MAX 3:1 SIDES) 65LF @ 0.30% TO ELEV. 905.0 SEE DITCH DETAIL F TIE TO EX. GUARDRAIL LATERAL 2' BASE DITCH SEE DITCH DETAIL C CLASS 'B' RIP RAP EST. 2 TONS ESLZSY GEOTEXTILE PT Sta. 35+96.94 3-CENTERED /98' -68' -/9 OFFSET 6' 15" RCP -IV CB405* M 15" W/ELBOWS SPEC. LATERAL 2' BASE DITCH SEE DITCH DETAIL F -LLT- PT Sta. 35 +65,07 1-<Q529>CB + 28.70 15" RCP -IV + 64.17 S 72° II' 0 SPEC. LATERAL 2' BASE DITCH W/CLASS 'B' RIP RAP SEE DITCH DETAIL K CP-IV 15" R 15" RCP -IV 01 14+97.05 -Y/ - POT Sta. /5+36.56 -LRT- POT Sta. 37+20.95 T Sta. /0 +00.00 Sta. 36+35.12 15" /ELBOWS <0534> <)543' CLASS 'B'/RIP RiP ENTERED G EST. 2 T NS EST. 5 S GETEXTILi8' 68'-198' OFFSET 6' a 15" RCP -III P TUT TT TT T <0522G1 HIGH POINT - - -iLl 127403 RETAIN 15" RCP -IV CB P1 Sta 42+52.42 A = 34° 55' 25.6" (LT) D = 3° 58' 43.9" L = 877.73' T = 452.98' R = 1,440.00' GREU TL-3 LATERAL 2' BASE DITCH SEE DITCH DETAIL A M7621 Purfoy Rd, Suite 115 Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com/americas FALSE SUMP TYP. 2:1 /2:1 SEE DETAIL II EL METE TIE TO EX. GUARDRAIL DMS -�-� - CABLE S 70° 50' 114" E smow 15" RCP -IV C PROP.2' 6" C&G �l- T - MTL CLASS 'B' RIP RAP EST. 2 TONS EST. 7 SY GEOTEXTILE F -_�i 15" W/ELBOWS GREU TL-2 -LRT - PC Sta. 37+99.45 PIEDMONT TRIAD AIRPORT AUTHORITY DB 5042 PG 1643 CB<Q539> - 15" RCP -IV GREU TL-2 � - i�EWOV E - - - F___- F FALSE -SUS SEE DEAL MM BRYAN B� JOSE \\ <0514> REMOVE `" PIEDMONT TRIAD AIRPORT AUTHORITY DB 8304 PG 2780 PB 130 PG 95 FOR -LRT- PROFILE SEE SHEET 11 & 12 FOR -LLT- PROFILE SEE SHEET 14 & 15 FOR -Y1- PROFILE SEE SHEET 15 FOR DITCH DETAILS, SEE SHEETS ? THRU ? J' s� 44/ CLY �V 0. 0 .40 ua 113111 iutA C 01 C9 O) 0_ O CC 0 m O 0 L NE1_� N/� C 0Lo \ 303 co OCC 26, C&G -LLT - PC Sta. 44+10.94 -EL- REMOVE -LLT- PI A END CONSTRUCTION -LLT- PCC Sta. 45+69.92 END NOT FOUND 24" RCP -IV EMOVE = 3,220.00' BEG.CONC. BARRIER END CONC. BARRIER REMOVE REMOVE 2GI -LLT- PT Sta. 48+42.49 —T CONQBARRI ER - MTL PIEDMONT TRIAD AIRPORT AUTHORITY PIEDMONT TRIAD AIRPORT AUTHORITY CABLE ONC MTL RETAIN <0612> 160' CD TAPER 0 RETAIN RETAIN 42" RCP REMOVE EX DI 8' DIP —T CONC FO— 0 0 /)I (S)=895.63' co 0 PIEDMONT TRIAD AIRPORT AUTHORITY co - co -LLT- POT Sta. 51+72.64 EXISTING R/1/1/ VAR GR RETAIN DI PIEDMONT TRIAD AIRPORT AUTHORITY MTL 0 — MIL CABLE TYPE B-77 0 END NOT 0 PIEDMONT TRIAD AIRPORT AUTHORITY AREA U/C 05-05-22 REMOVE EX DI 160' TAPER PIEDMONT TRIAD AIRPORT AUTHORITY PI Sto 48+56.19 PI L = 356.20' R = 1,440.00' CC RETAIN CAT-1 15" PCP in 0 CONC HW/WW TOP=877.48' = 263.00' § = 2,270.00' C&G ET AIN PROJECT REFERENCE NO. SHEET NO. 6 R/W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR -8 W ACQUISITION LICENSE NO. F-0669 LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: C&G PC Sta. 56+90.23 PIEDMONT TRIAD AIRPORT AUTHORITY 440 Del /4) 14.83' (LENGTH) 2099.86' (RADIUS) 144.40' FOR -LRT- PROFILE SEE SHEET 12 FOR -LLT- PROFILE SEE SHEET 15 FOR DITCH DETAILS, SEE SHEETS ? THRU ? o- o- C 01 0 Cn m 0 CC 0 0 CO 0 L CVCL CV 0 CV oo m c� /0- 3� 0co c 0 0 O 0 o QO Z v) I LLJ C J I V ) W W ZN V X —X RCP X X RETAIN CONC DI 2 CONDUIT DI — — — —T FO— RETAIN EXISTING R/W X 48" WWu&_ X X 48" RCP RETAIN X —T CONC --TFo--- DI --—— --D — CABLE I-73 NBL JOSEPH M BRYAN BLVD 52' BST RETAIN CB <0614> CB <0615> — AREA , 05_ 22 RETAIN PIEDMONT TRIAD AIRPORT AUTHORITY DB 3943 PG 1911 PB 72 PG 62 PROP. �— C&G RCP RETAIN 15" RCP -IV JDI C PROP2' -6" C&G RETAIN 0 0 0 V) CC — —----D---— CABLE 1-73 SBL JOSEPH M BRYAN BLVD 52' BST — FALSE SUMP SEE DETAIL III TOE PROTECTION W/PSRM SEE DITCH DETAIL L 24" RCP -IV 'LH ;� __u 22 -RPD- 9• 24 RCP -I c 15" RCP- -EL- X FO —a-- - C- ABLE PIEDMONT TRIAD AIRPORT AUTHORITY DB 4186 PG 1995 A8" X AB" RCP X Fo— - - 40600M-5 • CABLE — s- _ TOE PROTECTION W/PSRM— SEE DITCH DETAIL L 0711 2GI — EMOVE ^I AREA E22 _a MTL - -X _ 1 48" WW & ISBW X 48" RCP RETAIN —T F0— — — — — _TFo---- — ao TYP. C c 15" RCP -III C \ A / -LRT - PT Sto. 62 +13.9/ PIEDMONT TRIAD AIRPORT AUTHORITY DB 8606 PG 1577 / / / / C x S 46°0 ' 90W(LE .90' (CHORD) H) 1669.86' (RADIUS) 30" RCP -IV c X c c X 48" WW '& IS EXISTING R/W X c c X -LRT- -LRT - C CB C REMOVE PC Sta. 65+84.03 P1 Sto 59+53.24 A = 13°13' 03.8" (LT) D = 2° 3/' 26.6" L = 523.67' T = 263.00' R = 2,270.00' S 47°I4'36" W 40.98(Cr�H 40.98' (LENGTH) 1669.86' (RADIUS) PIEDMONT TRIAD AIRPORT AUTHORITY DB 4392 PG 1217 P1 Sto 68 +32.2/ A = 2° 50' 36,2" (RT D = 0° 34' 22.6" L = 496.26' T = 248.18' R = 10,000.00' <0710> 2GI ,\1„ S A\' 395e i P.'P444 -RPD- — CABLE PROP. RET AI NI NG WALL- -NO.2 - - - - - TOE PROTECTION W/PSRM SEE DITCH DETAIL L REMOVE PROJECT REFERENCE NO. SHEET NO. HE -0005 7 RAW SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/ W ACQUISITION MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL RETAIN UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 7621 Purfoy Rd, Suite 115 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com/americas PROP.2' -6" C&G ® GREU TL-2 PIEDMONT TRIAD AIRPORT AUTHORITY DB 4186 PG 1995 0 30" RCP -IV LATERAL V DITCH SEE DITCH DETAIL E REMOvt 0A 0 SE05 '/ 22 /C` \ A / -LRT - PT Sta. 70+80.30 PR0P.2' -6" C&G O O O O CV co • Q O Z ILu LLB —J I N W LLJ ZN J FOR —LRT— PROFILE SEE SHEET 12 & 13 FOR DITCH DETAILS, SEE SHEETS ? THRU ? R AP PROJECT REFERENCE NO. HE -0005 SHEET NO. 8 c 01 01 CD 0) 0 CC CO 0 0 L CVD_ CV 0 C\1 co CC cc 3 Lc co �c o� 283a01, PIEDMONT TRIAD AIRPORT UTHORITY DB 2851APG 403 8` !SEA 54" RCP 2" CONDUIT —T CABLE -RETA - TOE PROTECTION W/PSRM SEE DITCH DETAIL L MTL TIE TO EXISTING —' -- DITCH FLOWLINE _ <0809> ) <080V <_~ CB 2G1 <0812> RETAIN F0 CONC DI 48" CMB —T F0- 1L TOE PROTECTION W/PSRMO SEE DITCH DETAIL L PROP2' -6" C&G 24" RCP -IV 36" RCP -IV r' SPECIAL.ATERAL 'V' DITCH SEE DETAIL B PROP.2' -6' C&G PIEDMONT TRIAD AIRPORT AUTHORITY DB 8606 PG 1577 0' W \S 6AC)g3 - n E <0811> 2G1 REMOVE PROP. REAINING WALL NO.'1'' CB GREU TL-2 ° k 36" RCP -IV <0802> IPPY REMOVE REMOVE EXISTING R/W fl E?6, CJI Cop FOR -LRT- PROFILE SEE SHEET 13 FOR DITCH DETAILS, SEE SHEETS ? THRU ? cc C �I \ X Cu 48" CMB — T 54" RCP F0 — 48" CMB •4OBO0M-6 ID I TIE TO EXISTING DITCH FLOWLINE GREU c C — P CCTV �T 0o —T F0— CABLE CB <0804> CONC D JOSEPH M BRYAN BLVD VAR WIDTH BST I-73 NBL VAR WIDTH JOSEPH M BRYAN BLV\ I-73 SBL� REMOVE C 48" CMB T F0 2" CONDUIT —P— 54" RCP —T F0— m u GONG \ RETAIN _ _-I-- 48" CMB — — ----=- �CP _ — _ 15" RCP RETAIN 5" RI\ I —�—_11— CN 7 O N o\ oc N N NO 46 1 - •800CB L 48� ISBW X IX -LRT - TYP. P/ Sta 81+82.52 A = 43° 13' 29.5" (RT D = 8° 03' 30.5" L = 536.39' T = 28/.68' R = 711.00' 36" RCP -IV CB 36" RCP -IV <0 810> C EXISTING R/W = IQ O � ZI ON 01 \\ RETAIN 4 RCP 42" RCP -LRT- PC Sta. 79+00.84 PIEDMONT TRIAD AIRPORT AUTHORITY DB 2851 PG 403 1 CB <080�j CON DI DI DI MT LIB RETAIN 15" RCP MTL — D— — CABLE n — 0— — 1 CABLE RETAIN --------------------- 48" CMB RETAIN RETAIN 32' BST LANDSCAPED AREA 24 SST \ \� \ REMOVE \\ 2G1 \' I - �0816� c \\\ \\\\ #„ \ ISgW 0 c <080$�CB -LRT- PT Sta. 84+37.23 v0 moo/ \ 88' R END HP PROJECT HE-0005 -LRT- POT STA. 86 + 41.93 R/W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR I' / W ACQUISITION MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 7621 Purfoy Rd, Suite 115 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com/americas RETAIN (bJ \ \ 7 \ m 1 F s0 TDP_82 INV_815a65 C 01 C) 0 m m 0 CV0- h CV - O Ac (OLC 0c CC 00 0— o1 m -Y2- PRC Sto. /4 +24,00 \''P\ \\\ \\\\\\\4)6\\\\\\\ \\ \%\ \\\ \ \ \ \may\ \ \ PIEDMONT TRIAD AIRPORT AUTHORITY DB 5690 PG 549 '/ C&G -77 MATCHLIN flwI _ STA. 17+50.00 SEE SHEET NO. 10 RIPRAP 1 /( / FRONTIER ALLERTON LLC DB 8160 PG 1333 PB 124 PG 97 ssTOP=95L82' INV=944,72' DETENTIO RAP A SIN VAR HT CONC WALL x x 's cb 2", CONDUITS Tv /� FLAG POL PI Sto /2 +16.68 A = 29° 05' 39.2" (RT) D = 6° 5/' 42.4" L = 424.00' T = 2/6.68' R = 835.00' -Y2- PRC Sto. 24+03.90 ATTERED TEES — — TGFO \ X EXISTING R/W / MTL GATE -LLT- PRC Sto. 10+69.40 \ VAR HT ROCK EXIST PC Sto. 7 ' •1.24 PROP2' -6 C&G 0 WALL G R/W 1 —0 -Y2- P1 Sto /9 +79.18 A = 67° /4' 17.6" (LT) D = 6° 5/' 42.4" L = 979.90' T = 555./7' R = 835.00' L CV 8" CONC BST 18" RCP AREA U22 05 05 P1 Sto 26+05.04 A = 2° 55' 27.6" (RT D = 0° 43' 37.6" L = 402.19' T = 201.14' R = 7,880.00' - LLT- POT Sto. 6+96.90 = - Y2 - POC Sto. 24+36.17 VAR HT ROCK WALL F LE PROP.2' -6" \/ C&G \ \ / BST EIP — —P— — — / '. / VERTICAL STUB 4/ -LLT- \ PI Sto 9+86.55 A = /03° 29' 18.6" (RT) D = 37° 12' 18.2" L = 278.16' T = 195.3/' R = 154.00' PROJECT REFERENCE NO. HE -0005 R/W SHEET NO. SHEET NO. 9 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT USE FOR R W ACQUISITION MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M MOTT M7621 Purfoy Rd, Suite 115 Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com/americas FRONTIER ALLERTON LLC DB 8160 PG 1333 PB 124 PG 97 —T FO— - -T FO— - --TT— —�- AREA 22 05-05 P1 Sto /9 +30.08 A = /33° 2/' 46.1" (LT) D = /5° 26' 37.0" L = 863.55' T = 860.68' R = 371.00' - r. T^'ri4'� • C VOLLEYBALL COURT SAND —T F 0- - - -T— — SR 2133 PLEASANT RIDGE N =20Q -Y2- PT Sto. 28+06.09 PIEDMONT TRIAD AIRPORT AUTHORITY DB 5690 PG 549 -LLT- STA. 10 + 00 TO 24 + 00 PENDING. PLANS WILL BE SUBMITTED AT LATER DATE. FOR -LLT- PROFILE SEE SHEET 14 FOR DITCH DETAILS, SEE SHEETS ? THRU ? -LLT - -EL- PROJECT REFERENCE NO. SHEET NO. HE -0005 /0 R'W SHEET NO. 01 O) H 0 co O 0 0 CV121-� O uao NOLc \ 303 °I 0� 00 0— -LLT - PRC Sta. 19 +32.95 PROP.2' -6" C&G PROP.2' -6" C&G MT RETAIN L T�� F0 — PI Sto 19 +30.08 p = 133° 2/' 46.1" (LT) D = 15° 26' 37.0" L = 863.55' T = 860.68' R = 371.00' —LLT— STA. 10 + 00 TO 24 + 00 PENDING. PLANS WILL BE SUBMITTED AT LATER DATE. PIEDMONT TRIAD AIRPORT AUTHORITY DB 5690 PG 549 —1 E FO 2 ClaNDUj — — T E s A, E -EL- POT Sta. 10+00.00 —1 FO— — — 1 3NEL JSEPH M Sto 30+42.95 = 4/° 10' 27.8" (LT) = 5° 40' 22.3" = 725.81' = 379.38' 1,010.00' N RIP AP <1001> CB —____ 15" RCP -IV cst:i N-3o Pls Sto 15 +72.67 es = l° 31' 21.9" Ls = 250.09' LT = 166.73' ST = 83.37' PI Sta 16 +78.9/ A = /6° 25' 18.4" (LT) D = l° l3' 03.9" L = 1,348.52' T = 678.9/' R = 4,705.00' -LLT- PRC Sta. 26 + °57 15" RCP -IV -EL- TS Sta. 14 +05 i94— —1 F 1-73 NBL Jos -EL- PI Sta 23+06.30 PI A = 29° 04' 14.1" (RT) p D = 3° 58' 43.9" D L = 730.62' L T = 373.36' T R = 1,440.00' R R A BB " —T F0— DI 0 CLASS 'B' RIP RAP EST. 2 TONS 7 SY GEOTE)ILE ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLE DO NOT USE FOR FE PLANS R% W ACQUISITION MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M MOTT MACDONALD M 7621 Purfoy Rd, Suite 115 Fuquay-Varina, NC 27526 www. mottmac.com/americas PIEDMONT TRIAD AIRPORT AUTHORITY ' DB 8304 PG 2780/ ;SPEC. 2' BASE DITCH, VWJPSiRMI___ SEEjD1TCH DE1 -110471-CB - 715" RCP -IV n � f SPEC. 4' BASE DITCH W/PS RM SEE DITCH DETAIL H CLASS 'B' RIP RAP EST. 2 TONS EST. 5 SY GEOTtXT o a P C&G N� CB <1009> PROP.2' -6" GREl1 T�-2 ..:...._ ••'.l'®►®-®-.-. ,•-i-.C&G• ��•��w��e;<e;;15° Rp -o" ul•ie- TOE PROTECTION W/PSRMs� .:::;.... s..•e �sii0'iiw:iJie:::J!S:oAJ�vvAv::.®•.®..:.J..O.p:.p::.:.O.-- 4;;� DITCH DETAIL L 2GI 011>_ _ — — — —T Fo RETAIN CONNCC 15" RCP D RETAIN_ II H M BRR_BLVD aII- CONC II 1-73EL SSM BYAN -EL- SC Sta. 16+.56.03 0 O. 0 '-f tfl M •0 ua 1►~JJ J t/) Ztll) RETAIN Remis V FOR -LLT- PROFILE SEE SHEET 14 FOR DITCH DETAILS, SEE SHEETS 2D-1 THRU 2D-3 xpN PROJECT REFERENCE NO. SHEET NO. HE -0005 // ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER c 01 Q 0 0 01 Oh- cNi c- C\i r0 0 1 ui CVDc° 0 950 B t L L GI RT EV - STA.11 +85.00 - 939.46' 0 Jt C -0005 940 930 920 910 900 P1 = /3 +20.00 EL = 939.04' VC = /20' K = 239 DS = 65 MPH PI = /5 +10.00 EL = 937.50' VC = /20' K=/07 DS = 50 MPH -LRT- (-)0. 09/X (-)0 8 05/ P1 = /6+40.00 EL = 937.90' VC = /00' K = /0/ DS = 50 MPH EXISTING GROUND PIPE HYDRAULIC DATA -LRT - Sto. 22+58 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION /00 YEAR DISCHARGE /00 YEAR HW ELEVATION = OVERTOPPING FREQUENCY = OVERTOPPING DISCHARGE = OVERTOPPING ELEVATION = • 39.33 AC • 25 YRS • 100.0 CFS • 927.04 FT • 120.0 CFS 927.55 FT 500+ YRS 560 CFS 933.00 FT INCOMPLETE PLANS DO NOT USE FOR W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 7621 Purfoy Rd, Suite 115 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com/americas 0- 1- = Lf) 1 O o• - - / V ii F- 0 -r- 0 l+� 3-82% _ - O PROPOSFD GRADE 620/ STAl 191E401 Lri o• P1 = 21+80.00 EL = 934.24' VC = 200' K=/33 DS = 55 MPH )0.6778/ 0%, H 0 0 Z W W )2✓78( 5 4" R C P-III • • 890 FOR -LRT- PLAN SEE SHEET 4 940 930 920 910 900 890 10 11 12 13 14 15 6 17 18 19 20 2 22 23 BM NO. 2 N 864399 -LRT- STA. RAILROAD ELEV. = 932.21 E 1717545 23+47.09, 31.53' RT. SPIKE IN BASE OF 15" WHITE OAK 950 -LRT- 940 930 • 920 910 900 / / 890 880 870 PROPO PIPE HYDRAULIC DATA -LRT - Sto, 31 +64 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION = /00 YEAR DISCHARGE = /00 YEAR HW ELEVATION = OVERTOPPING FREQUENCY = OVERTOPPING DISCHARGE = OVERTOPPING ELEVATION = S ED 4.00 AC 25 YRS 17.0 CFS 909.83 FT 18.0 CFS 909.94 FT 500+ YRS 56 CFS 920.0/ FT GRADE EXISTING G P1 = 29+30.00 EL = 9/7.90' VC = 230' K=66 DS = 40 MPH • 41`. -- ROUN� ce e I o o• II N N W (-) 1 BRIDGE HYDRAULIC DESIGN DISCHARGE DESIGN FREQUENCY DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION = OVERTOPPING DISCHARGE = OVERTOPPING FREQUENCY= OVERTOPPING ELEVATION = DATE OF W.S. ELEVA AT DATE 16% 0 V 1- 0 0 Z W SURVEY TION OF SURVEY co 0 M N 0 o• W J W DATA 98 CFS 25 YRS 896.1 FT /07 CFS 50 YRS 896.2 FT 22,400 CFS 500+ YRS 920.0 FT FT = 2/12/2022 = 892.5 FT 2 4 ,, RCP -I 11 950 PROP BRIDG'V 34- 63 " MBT 1 SPAN @ 121.3 , .0 EW = MMAC S -LRT- GP ELEV - 4 &. 8 ELEV = 89 CASS 1 RIP RAP SLOE I.5.1 (NORMAO CAP (2 FT THICK) (TYP elf} �IRT- E CA Ls, N 34+48.71 / RT- Sto 41, / • 100 YR WS ELEV.-8 . ' • / 3.5' KEY PT H (TYP ) NORMAL WS ELEV = 892 5' (2/12/2022 940 930 920 910 900 890 FOR -LRT- PLAN SEE SHEET 4 & 5 880 870 23 24 25 26 27 28 29 30 31 32 33 34 35 36 PROJECT REFERENCE NO. SHEET NO. HE —0005 /2 c 01 Q 0 0 01 CNJ c- CV rc O 1[ (VDc° 0 ooLCI- 940 930 PI = 37+80.00 EL = 928.90' KC /5 = 44 DS = 40 MPH -LRT- +)1.294I X (--) 85. 97 920 910 900 890 880 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER ][NCOMPLE DO NOT USE FOR TE PLANS W ACQUISITION • • • • • • • • • • 9 IN • RCP— r O Iv V 1- N 0 + 00 z 2 0 I- GD V) oo°b 0 0 CO o- 0 o'. M N / 0 0 0 W J W W J W 870 860 850 10 XI.STING o° 1 PIPE HYDRAULIC DATA -LRT - Sta. 38+25 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION /00 YEAR DISCHARGE /00 YEAR HW ELEVATION = OVERTOPPING FREQUENCY = OVERTOPPING DISCHARGE = OVERTOPPING ELEVATION = —I0 0 0 0 0 Q'. + II • W J P I I • • 1,54 AC 25 YRS • 6.0 CFS • 895.23 FT • 7.0 CFS 895.30 FT 500+ YRS 49 CFS 903.00 FT ROPOSED GRA DE i i • • t • • • • DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 7621 Purfoy Rd, Suite 115 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com/americas PI = 48+40.00 EL = 866.87' VC = 350' K = 65 DS = 40 MPH .8/9),3\.0 900 890 -)O 4395X FOR -LRT- PLAN SEE SHEET 5 & 6 880 870 860 850 36 37 38 39 40 41 42 43 44 45 46 47 48 49 910 900 -LRT- 910 890 900 880 PI = 48+40.00 EL = 866.87' VC = 350' K=65 DS = 40 MPH t m dc r s a t CL L R T PI = 61 +30.00 EL = 861.20' VC = 120' K=/06 DS = 50 MPH 890 870 18 7 8 880 • P RO P 0S E D GR A DE Ih 3b' E E X{S T /NG G R OU N D 870 860 ��_ )0.4395X 57771.)0 68 7 860 850 850 840 840 830 820 FOR -LRT- PLAN SEE SHEET 6 & 830 820 49 50 51 52 53 54 55 56 57 58 59 60 61 62 c 01 0 Q 0 0 01 Oh- cNi Cd- Nrco 0 1 ui (VDc° [0 °DECI- 910 900 890 880 870 860 850 840 830 820 - E X/ S T IN G -LRT- PROPO FRou E D GR A N D l Dc 0 = I vo 1-O 6 03 z� W I CO V) CO ni CO W J W l ) P1 = 69+30.00 EL = 866e70' VC = /20' K=50 DS = 40 MPH 8 5 Q EOE PROJECT REFERENCE NO. SHEET NO. HE —0005 ROADWAY DESIGN ENGINEER /3 HYDRAULICS ENGINEER INCOMPLE DO NOT USE FOR TE PLANS W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 7621 Purfoy Rd, Suite 115 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com/americas 7238/ 64% pc N M •0 co II J W l +1 3 06% 2 V 1— z W O O '0 0, OD II J W FOR -LRT- PLAN SEE SHEET 7 & 8 870 860 850 840 830 820 62 63 64 65 66 67 68 69 70 71 72 73 74 75 910 900 890 880 870 860 850 840 830 820 BM NO. 4 ELEV. = 852.61 N 864363 E 1722567 -LRT- STA. 75 + 94.11, 40.89' LT. NORTHWEST CORNER BOLT IN SIGN POST BASE 1 r PI = 79+80.00 EL = 848.60' VC = /40' K=69 DS = 40 MPH N.7238% l + )0 i/2X -LRT- i 1 - XIS T IN G fROU N D EN —LRT ELL V / GRA ST E A TI 8 850 6 P +4 66 • P 1.9 P 2 J E C T H E 00 5 FOR -LRT- PLAN SEE SHEET 8 910 900 890 880 870 860 850 840 830 820 75 76 77 78 79 80 81 82 83 84 85 86 C 01 Q L 0 CNJ 0 01 c- CV r0 0 1 ui CVDc° 0 ooLCI- 980 970 960 950 940 930 920 910 P1 = /0 +00.00 EL = 958.39' VC = 120' K = 92 DS = 45 MPH .8988X N N N +) Od398 7 • X • N • rt P R OPOS/ D GHADL EXISTING GROU - N D v i 7 0 i i 0 7 (+) 0. 39 8 7X -144842i PI = /8 +70.00 EL = 961.86' VC = 220' K = 45 DS = 40 MPH PROJECT REFERENCE NO. SHEET NO. HE -0005 ROADWAY DESIGN ENGINEER /4 HYDRAULICS ENGINEER ][NCOMPLE DO NOT USE FOR TE PLANS W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 7621 Purfoy Rd, Suite 115 MOTT Fuquay—Varina, NC 27526 MACDONALD www.mottmac.com/americas __ FOR -LLT- PLAN SEE SHEET 9 & 10 960 950 940 930 920 910 9 10 11 12 13 14 15 16 17 18 19 20 21 22 970 970 960 -LLT- 950 940 930 920 910 900 890 880 22 23 24 - 25 0 0 - O 0 + 'O Z 26 O C% > J W • • • \ \ • • • (-) 1 L 60% 27 PROPOSED J Q O O% N • Q W W GRACE 28 PIPE HYDRAULIC DATA -LLT - Sta. 32 +82 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION = /00 YEAR DISCHARGE = /00 YEAR HW ELEVATION = OVERTOPPING FREQUENCY = OVERTOPPING DISCHARGE = OVERTOPPING ELEVATION = PI = 29+15.00 EL = 9/5.00' VC = 505' K = 64 DS = 40 MPH r 29 4 - O LA + N J W 56I / 30 • 6.47 AC 25 YRS /8 CFS 9/5.40 FT 20 CFS 9/5.65 FT 500+ YRS 47 CFS 921.71 FT 0.30% 31 960 950 1- I O O + N M N N O% II J W 32 l-1 0. 3 1 O M O% J W 2 4, RC 33 } P 1 00 l 3 3 5 O M 6 O O' J W FOR -LLT- PLAN SEE SHEET 10 & 5 34 ) 35 940 930 920 910 900 890 880 PROJECT REFERENCE NO. SHEET NO. HE —0005 /5 940 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER 930 920 i 1.30% 910 900 P1 = 35+75.00 EL = 937.15' VC = 490' K = 44 fls --40- 17tP-- W J LU 890 880 870 860 0 0% >6? 1--47 O M II N W J LLI PIPE HYDRAULIC DATA -LLT- Sta. 37+82 DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION = /00 YEAR DISCHARGE = /00 YEAR HW ELEVATION = OVERTOPPING FREQUENCY = OVERTOPPING DISCHARGE = OVERTOPPING ELEVATION = • • 1.92 AC 25 YRS 8.0 CFS 9/2.08 FT 9.0 CFS 9/2.25 FT 500+ YRS 24 CFS 920.5/ FT -LLT- 331\ • • V 1- m Z LJJ + M N 8" O L() O Et > uJ J LJJ R C P— Iv P RO PoS E D G RADE E X /S T/N G GR 0U N D ( INCOMPLE DO NOT USE FOR TE PLANS W ACQUISITION BM NO. 3 ELEV. = 897.35 N 864124 E 1719934 —LLT— STA. 47 + 05.07, 47.58' LT. SQUARE CUT ON CORNER OF CONCRETE HEADWALL OF BRIDGE P1 = 44+80.00 EL = 867.49' VC = 400' K=66 DS = 40 MPH °697 END Gl?A DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: M M 7621 Purfoy Rd, Suite 115 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com'americas C A. 4 7 t 2 8 // 2 3 5 850 FOR —LLT— PLAN SEE SHEET 5 & 6 900 890 880 870 860 850 35 36 37 38 39 40 41 42 43 44 45 46 47 48 960 -Y1- 950 BEGI N GR ADC 960 - YI - - //T— ELEV 7- A. S T 9 /0 A 28 8. d/ 5+ 28 _3 5 7 7 8 ' RT 940 930 920 9 2 0 r P1 = /2 +70.00 EL = 934.79' VC = 320' K = 45 DS = 40 MPH END CRADE - Y/- Sta /2+47 92 = - EL - Sta. 23+38.84 P1 = 10+42.00 EL = 928.18' VC = 40' K = /2 DS = /5 MPH •�L•II _ _ iar - '7c 38 P1 = 14+75.00 EL = 926.16' VC=80' K = /5 DS=/5MPH PR POSF D LRT ELEV STA. /5 STA. +18.5/ = .37 1 /9°5 - 926 6 L T GRADF r 910 900 890 880 / \ 950 940 930 920 9 0 /� GROUND (+) 0 89° • 9 0 0 \ / • 9I 88 0 ()286% ce O O sO 0 1- f� 7 LLL ce O N N co I I LJJ = O 1- 0 0 + -g "O O o. 910 900 890 970 960 950 940 930 920 910 B E G /N G R A D E Y/ S A /U 2 3 UU -DR1- E L E V 9 3 9. 5 END GRA E P1 = /0 +40.00 EL = 939.25' VC = 30' K = II DS = /5 MPH P1 = /0 +80.00 EL = 939.65' VC = 50' K = /9 DS = 30 MPH LRT E' V - S TA. 937 /7 .6 9 7 .4 5 3 L T 970 960 +)4 000z -)l°6757% )%6305X (-) ` p0C4' 0 084/0 co 0 1- + CNI cNi Lu LIJ 880 900 FOR —DR1— PLAN SEE SHEET 4 950 940 930 920 910 900 10 11 12 13 14 15 10 11 12 13