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Home My WebLink About20190888 Ver 1_Turtle Pond Creek - Culvert Replacement - Permit Design Plans_20190703ICSTATE OF NORTH CAROILINA M Rla.lo5611b 1114 N.C. b DI VISION OlF ]�l[IGHWA�Y� `^ J 14.105611 CONST. s o T COIGSTR MA CON COUNTYTIO � AREA l � LOCATION. ALONG NC HWY 106 10.4 MILES EAST OF U.S. HWY 23 1441 AND 3.8 MILES WEST OF U.S. HWY 64 106 - TYPE OF WORK: TRENCHLESS PIPE INSTALLATION, FLOWABLE FILL PIPE ABANDONMENT, GRADING, W EROSION CONTROL VICINITY MAP O O N M O I�I � + — 52 TONS CLASS I RIP ANo p �REc o RAP W/100 SY F.F. � ROF�9NC. EXIST. RM 1 STD. 838.01 —_- _- CL 2A 02i _2E _- -_ _ -- -- - -- -1Nv. E- - 3A07.00' �m -_ -� --- � JNV. -Et.- 3907.00' g,8 MILES TO U.S. XIST. BEGIN PROJECT _- - - E e - _ END PROJECT NC HWYS p6PROP i -L- POT STA /3+72.7/ r-- -L- POT STA /0+00.00 TO U5. NT 23/441 EXIST.R� m _ 0.4 M1LEs fA — 838.01 - 1B iwu€�J39o9.00' / -- -- — EXISTINV�EL�3909.00' . � � � � , , -- _�-- PROP. RIP RAP 52 TONS "CLASS I RIB PIPE OUTLET -PAD RAP W/1 0 Sy F.F. I STD. 876.02 Fa/ST A N O A U GRAPHIC SCALES PROJECT LENGTH Prepora0 in it orrice or: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS 191 R.bbi—ilU Rd., Andre NC 28901 ®gi MOR M 4�m eg90 mla srAxnARn sracin cATToxs 25 12.5 o 25 50 TOTAL LENGTH STATE PROJECT = 0.07 MILES EIGHT OF WAY DATE: JESSE A RUSSELL. P.E. WA F� PLANS WA ragnicr axcrxesa ROADWAY DESIGN ENGINEER LETTING DATE. O ALAN R BROWN aP°R rwwx®gi®� rn° cr nssrcx� U MAY 21 2018 WA B. STATE OF NORTH CAl$O]LINA DIVISION OF HIGHWAYS INDEX OF SHEETS TITLE SHEET GENERAL NOTES GENERAL NOTES: 2018 SPECIFICATIONS LIST OF ROADWAY 1 STANDARDS 2018 ROADWAY STANDARD DRAWINGS 1-A INDEX OF SHEETS, GENERAL EFFECTIVE, 01-16-2018 NOTES AND LIST OF STANDARDS 1 CARE SHALL BE TAKEN TO PREVENT DAMAGE TO The following Roadway Standards as appear in Roadway standard Drawings" Design Branch N.C. 2 CONVENTIONAL SYMBOLS EXISTING UTILITIES DURING CONSTRUCTION. ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED portsHighway Department of Transportation -Raleigh, N.C., dated AT THE CONTRACTOR'S EXPENSE. January 16, 2018 and the latest revision thereto are 3 SURVEY CONTROL SHEET opplicable to this project and by reference hereby are 3A PIPE SUMMARY SHEET 2 THE CONTRACTOR SHALL MAINTAIN THE SITE IN A considered a part of these plans. 4 PLAN & PROFILE SHEET MANNER SO THAT WORKMEN AND PUBLIC SHALL BE 4A TEMPORARY DIVERSION LAYOUT PROTECTED FROM INJURY. STD. NO. TITLE EC1-EC4 EROSION CONTROL SHEETS DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 560.01 Method of Shoulder Construction DIVISION 8 - INCIDENTALS 838'01 Concrete Endwall For Single And Double Pipe Culverts 876.02 Guide For Rip Rap At Pipe Outlets DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT 1605.01 Temporary Silt Fence 1606.01 Special Sediment Control Fence 1607.01 Gravel Construction Entrance 1630.05 Temporary Diversion 1631.01 Matting Installation 1645.01 Temporary Stream Crossing BOUNDARIES AND PROPERTY. State Line — ---- County Line Township Line City Line Reservation Line - - Property Line Existing Iron Pin e Computed Property Corner Property Monument 0 Parcel/Sequence Number Existing Fence Line -xxx- Proposed Woven Wire Fence Proposed Chain Unk Fence e Proposed Barbed Wire Fence A Existing Wetland Boundary ----�^---- Proposed Wetland Boundary .0 Existing Endangered Animal Boundary Existing Endangered Plant Boundary Existing Historic Property Boundary XPe Known Contamination Area: Soil --°-%'%-°- Potential Contamination Area: Soil -:R-•-521-•- Known Contamination Area: Water --"--"- Potential Contamination Area: Water -SK-*-Xd-*- Contaminated Site: Known or PotentialQ BUILDINGS AND OTHER CULTURE Gas Pump Vent or lbG Tank Cap O Sign Well ° Small Mine 52 Foundation Q Area Outline 0 Cemetery Building IJ School Church Dam HYDROLOGY - Stream or Body of Water Hydro, Pool or Reservoir r Jurisdictional Stream —is— Buffer Zone 1 az i Buffer Zone 2 —ez 2— Flow Arrow F-- -- Disappearing Stream-- -- Spring Wetland Proposed Lateral, Tail, Head Ditch _ False Sump STATE OF NORTH CAROILINA,IDIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS: Now Not to Scale 'S. U.E. = Subsurface Utility Engineering Standard Gauge Hedge RR Signal Milepost ,.r Woods Line^' Switch * Oie Orchard Q fJ E3 {? RR Abandoned — — — — Vineyard 0 RR Dismantled EXISTING STRUCTURES. - RIGHT OF WAY & PROJECT CONTROL: Secondary Horiz and Vert Control Point Primary Hodz Control Point O Primary Horiz and Vert Control Point Exist Permanent Easment Pin and Cap 0 New Permanent Easement Pin and Cap 0 Vertical Benchmark m Existing Right of Way Marker Z\ Existing Right of Way Line New Right of Way Line New Right of Way Line with Pin and Cap — New Right of Way Line with Concrete or Granite RAW Marker New Control of Access Line with Concrete C/A Marker Existing Control of Access —�— New Control of Access Existing Easement Line e New Temporary Construction Easement - E New Temporary Drainage Easement TDE New Permanent Drainage Easement —PDE- New Permanent Drainage / Utility Easement —DUE— New Permanent Utility Easement —PUE— New Temporary Utility Easement TUE New Aerial Utility Easement —AUE— ROADS AND RELATED FEATURES. Existing Edge of Pavement Existing Curb - Proposed Slope Stakes Cut ---£--- Proposed Slope Stakes Fill --- ---- Proposed Curb Ramp cR Existing Metal Guardrail Proposed Guardrail Existing Cable Guiderail " Proposed Cable Guiderail Equality Symbol 0 Pavement Removal VEGETATION.- Single Tree 0 Single Shrub 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. - POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer UIG Power Cable Hand Hole H-Frame Pole UG, Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) TELEPHONE: WATER: Water Manhole Water Meter Water Valve Water Hydrant UAG Water Une LOS B (S.U.E*) U/G Water Line LOS C (S.U.E*) U/G Water Line LOS D (S.U.E*) Above Ground Water Line TV: TV Pedestal I]e ----- TV Tower >-________ j U/G TV Cable Hand Hole 0 lkG TV Cable LOS B (S.U.E.*) ----*---- ❑ cB U/G TV Cable LOS C (S.U.E.*) --*-- Os U/G TV Cable LOS D (S.U.E.*) LAG Fiber Optic Cable LOS B (S.U.E.*) ----*^--- Existing Telephone Pole Proposed Telephone Pole -0- Telephone Manhole 8 Telephone Pedestal 17 Telephone Cell Tower U,G Telephone Cable Hand Hole "0 LkG Telephone Cable LOS B (S.U.E.*) --- --- --- U/G Telephone Cable LOS C (S.U.E.*) ------ LAG Telephone Cable LOS D (S.U.E.*) WG Telephone Conduit LOS B (S.U.E.*)— ----n---- U,G Telephone Conduit LOS C (S.U.E.*) --*_-- LPG Telephone Conduit LOS D (S.U.E.*) *_ USG Fiber Optics Cable LOS B (S.U.E.*) ----*^---- LkG Fiber Optics Cable LOS C (S.U.E.*) --*^-- LVG Fiber Optics Cable LOS D (S.U.E.*) *" LAG Fiber Optic Cable LOS C (S.U.E.*) UG Fiber Optic Cable LOS D (S.U.E.*) GAS: Gas Valve Gas Meter UG Gas Line LOS B (S.U.E.*) lbG Gas Line LOS C (S.U.E.*) U/G Gas Line LOS D (S.U.E.*) Above Ground Gas Line 0 SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout 0+ U/G Sanitary Sewer Line s: Above Ground Sanitary Sewer SS Forced Main Line LOS B (S.U.E.*)----..*---- SS Forced Main Line LOS C (S.U.E.*)---..�--- SS Forced Main Line LOS D (S.U.E.*) �. MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B (S.U.E.*) LAG Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - AIG Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A (S.U.E.*) Abandoned According to Utility Records - End of Information m AATUR E.O.I. TEMPORARY DIVERSION LAYOUT PROJECT REFERENCE NO. SHEET NO. 15314JO56012 4A m EXISTING CMP 'NOTE: EXIST. p 30" CMP TO BE p CL FILLED WITH 13 r p06 pEREs C.Y. FLOWABLE Z pR�P. E�EARIN FILL AND 1 ABANDONED ' ROP.CONSTRpE160 •�' I �gPNC ��A55 p I 0 �0 2� J- I ELZ- 0�907.00' rya/ WETLAND DISTURBANCE 0.02 ACRES r-38 LF 24" TEMPORARY HDPE PIPE X 2 /REGRADE TO ,Q,E6S9' 30 LF WORK PAD U 64 TONS CLASS I RIP RAP W/100 SY F.F. �-RRCfP�ZONC. _ Ex��' • '" ' — STD. � -_- 838.01 �wvzL.- ��J7.00' 3.8 MILES Tp U.S.HWY 64 5°23'59" NC (1A IN -I €1— 390 0, 1 B INEL.-\3909.00' / / l REGRADE TO MATCH EXISTING F'I'zST PROP. O C.\ / GROUND 8�801 \ \ 'NOTE: ALL WORK SHOWN ON THIS PAGE OUTSIDE OF EXISTING R/W WILL BE COMPLETED WITH A RIGHT OF ENTRY m BEGIN PROJECT -L - POT STA I0+00a00 GRAPHIC SCALE - - EXIST. fpq STATE OF NORTH CARO1LINA DIVISION OF HIGHWAYS PLAN FOR PROPOSED H[IGH[WAY ]EROSION CONTROL MACON COUNTY LOCATION. • ALONG NC HWY 106 10.4 MILES EAST OF U.S. HWY 23 /441 AND 3.8 MILES WEST OF U.S. HWY 64 TYPE OF WORK: TRENCHLESS PIPE INSTALLATION, FLOWABLE FILL PIPE ABANDONMENT, GRADING, EROSION CONTROL O 52 TONS CLASS I RIP RAP W/100 SY F.F. 07.00; 7A h 18 / INN. EL.-,39 -v. 52 T014S "CLASS I RI, PROP. RIP RAP PIPE OUTLET -PAD _ RAP WA SY F.F. STD. 876.02/ST 1 p,4 THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY 215 12.5 0 25 50 WITH THE REGULATIONS SET FORTH BY THE NC"IR000 GENERAL CONSTRUCTION PERMIT EFF, . AUGUST 3,1011 PLANS ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY. 11FT /i'ROP. CONC. ENDWALL STD. - 838.01 - 7.00' q_g 01E 11 PROP. CONC.- ENDWALL STD. 838.01 9.00' I 0 0 a END PROJECT -L - POT ST A 13+ A.R. BROWN LEVEL III 3771 LEVEL III CERTIFICATE # Roadway Standmd Dmwioge The following roadway^ nglisha^andarde a ea in "Roadway Smadard Drawings•'- Roadway Dew Unit - N. C. Deparlm , . a tlpRaleigh, N. C.. detrd Jxnuury 2018 end the laleer n lhere are xppliltbk 1. N, project end by reference hereby are considered a ml d chess plane. 1604.01 Railroad Erosion Control Derail I605.01 Temp— Sill Fnaee 1632,01 Rod Inlet Sediment Trap Type A 1632.02 Rock Inlet Sediment Trav Tyve 3 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment l'mp 'Type C 107.01 Grmel Cons —ion Emmons 1633.01 Temp —Rod Silt C-1, Type A 1622.01 —po 3erma and Slope Ureina 1630.01 Riser 3esin 1633.02 Temporary Rook Silt Cheok Type 3 I634.01 'Tempormy Rook Sediment Dam Type A 1630.02 Silt 3esin Type 3 1630.03 Tamvo Silt Dilh 1634.02 Tempomey Rook Sediment Dam Type 3 1635.ol R -k Pipe lolm Sediment Tmp Type A 1630.04 Stilling I.A. 1630.05 Temp— Diversion 1635.02 Rack Fipe Inlet Sediment I— Type 3 1640.O1 Cole Fiber _ 1630.06 Sp—1 Stilling 3esin 1631.01 Matting 1nwWlation 1645.01 Tm ,,— Stream C—g DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SOIL STABILIZATION TIMEFRAMES SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. SLOPES 3:1OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 5O'IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES. TOP AND BOTTOM S' SHALL BE 10 GAUGI 8' MAX. WITH WIRE (6' MAX. WITHOUT WIRE) vv 111L i 1� i mil i dui I i V NOTES USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER. PROVIDE 5'-0" STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE. FILTER FABRIC COMPACTED FILL--\\, •• 4 EXTENSION OF FABRIC AND WIRE INTO TRENCH GENERAL NOTES: USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE. USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH 1/4 INCH MESH OPENINGS. INSTALL 5 FT. SELF FASTENER ANGLE STEEL POST 2 FT. DEEP MINIMUM. ATTACH HARDWARE CLOTH TO POSTS WITH WIRE STAPLE OR OTHER ACCEPTABLE METHODS SPACE POST A MAXIMUM OF 3 FT. FOR INSTALLATION BETWEEN SECTIONS OF SILT FENCE, EXTEND SEDIMENT CONTROL STONE A MINIMUM OF 12" ON EACH SIDE OF SPECIAL SEDIMENT CONTROL FENCE SECTION <3 fit VARIABLE DIMENSION~ * 1/ WIRE MESH SEDIMENT CONTROL STONE 2 ft 1 ft min 1/4 WIRE MESH SEDIMENT CONTROL STONE 1 fit min WATER FLOW —III Ill�lbl �II�III�II—III STEEL POST - 2 ft DEPTH 1/4 WIRE MESH _ 2 ft m SPECIAL SEDIMEI CONTROL FENCE TEMP. SILT FENCING � \ X 2 ROWS \\ TEMP. SILT FENCING ROP.-CONC' 2 ROWS :ucnoWl of i-__ENDWALL--STD. I 60 ' 838.01 _ iorvs a�ss9-2g`4.. - - - �0•4 T O U.S. HW 4 y 6 _ - EX1ST. 7 SILT�FENLIN S� MILES _� 3ry -O NWY 23/441 _Zo- } T EXA$T. MILES TU.S. PROP. CONC. ENDWALL STD. I -- 1h 64°I 838.01 I - I I � / R/W TEMP. SILT FENCI -4' EX15T. BE NOTE: EXIST. 30" CMP TO PROP. RIP RAP BE FILLED WftH 13 C.Y. PIPE OUTLET PAD FLOWABLE FILL AND STD. 876.02 ABANDdNED I --NOTE.-ALL EXPOSED AREAS AND SLOPES WILL SEEDED AND MULCHED, WATTLES WITH PAM TO USED IF DIRECTED BY ENGINEER Fam EDS �i 7/3/2019