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Home My WebLink About20150205 Ver 1_Design/Maps/Site Plans_20150220,� r n. F" 4 �� N m � See Sheet 9A For Index of Sheets See Sheet 98 For Conventlonol Plan Sheet Symbols TOWN OF SOUTHERN SHORES: RACHEL PATRICK (252) 261-2394 NCDOT CONTACT: MOHAMMED MAHJOUB, EI ' (919) 707-6275 ��IE �IF �T��$�II� ��I��ICs��T� �� V��y�� 11�L�`1..JJ� VV � Jl �l' DARE CO U1�TY 9TATB 6CAT6 PROIECC RePERBNCe N6 �a�c� B-5417 dl'ATB PROl.NO. A.APROJ.N0. 45450.1.'1 BRZ-0154(3) 45450.2.1 8RZ-0154(3) 45450.3.1 BRZ-0154(3) `:.�,; ,,� . LOCATI011t: BRIDGE 111O.17 OVER S11lOW GOO�S� CA11lAL NqoNB GR/p � 0111 SOUTH DOGWOOD TRAIL �SRS o� TYPE OF WORK: GRADI11tG, PAVI11lG, DRAI11lAGE, A111D STRUCTURE Tp US /� TO E OW1Y000 TRAIL s�sr '�'erw� N0. 51�615 � DPSCRIPI]ON P.E. W W 8 UTIL. CONST. Tms ao��ma�rwtooa*n� im ana o a ra anE Ee919na orece t a na�ain, aa itno�t t"r+a� �Wno�i�aPioo d aaonon ov dl aP r- xorn a a°ssaamre�inasna�os irnour naouiry fo K�miey-xom a pssociotes,�nc.tor nicn ir o eo oeasarvse t a imoroaer fo�r ihe speciflc Durpose an�C�cllent� * �"�16 �"}8"aea Ny GRAPHIC SCALES DESIGN DATA PRO ECT LEIKGTH ■ HYDRAULICS E1�GIlYEER DIVISI011T OF HIGHWAYS J PLANS PREPARED FOR Kimley>>> Horn STATE OF 11iORTH CAROLINA ADT 2008 = <400 VPD THE NCDOT BY.• 20 l0 0- 20 40 ADT 2030 =<400 VPD O•�m� ,,,�h. ��,;,,,, o� �0�,q DHV = WA PENo.Fqlp] � c LENGTH OF ROADWAY T/P PROJECT B-5417 = 0.0476 MILE za�z sr,vm,vzn SPSCZFICA770NS �@` 490 D = WA 4 s 20 10 0 PLANS 20 40 V= 5p m h LENGTH OF STRUCTURE T/P PROJECT B-5417 = 0,0213 MILE src�vnruxs: P�� 8 P RIGHT OF WAY DATE: CECIL MARRON, P.E. „ � _ J DESIGN EXCEPTION: TOTAL LENGTH OF T/P POiOJECT 8-5417 = 0.0689 MILE OCTOBER 2014 PROJECT 6NGINEER ROAD�GINEER IGH �'�,�' o� �@°�a� PROFILE (HORIZONTALj WA ppp9' 4 2 0 4 8 FUNCTIONAL CLASSIFICATION: LETI7NG DATE: MATTi�IEW WEST, P.E., AVS LOCAL COLLECTOR JANUARY 2015 PROJECZ DESIGN ENGIIVTiER PROFILE (VERTICAL) ` InST i' DUAL) SIG��: P� STAT6 ffiGHWAY DESIGN SNGINGF,'R p�� i` . y � i� �, � 0 N � INDEX OF SHEETS SHEET NUMBER DESCR/PTION /A IB /C-/ 2A-ITHRU 2A-5 2B-/ 20-/ 3 3B-1 3P-I 9 5 TMP-1 TNRU TMP-4 SIGN-I EC-/THRU EC-2 EC-3 THRU EC-6 UTL-I UC-ITHRU UC 2 X-0 X-lA X-ITHRU X-6 X-7 THRU X-8 Sl THRU S29 SN TITLE SHEET INDEX OF SHEETS.GENERAL NOTES.AND UST OF STANDARDS CONVENTIONAL SYMBOLS SURVEY CONTROL SHEET TYPICAL SECTIONS, PAVEMENT SCHEDULE. AND M�SCEL[arVEouS DETaLs RDADWAY DEraL SHEEr DRA/NAGE DETAIL SHEET SUMMARY OF Ql/ANTITIES EARTHWORK SUMMARY PARCEL/NDEX SHEET PLAN SHEET PROFILE SHEET TRAFFIC MANAGEMENT PLANS SIGNING SHEET EROSION CONTROL SHEETS EROSION CONTROL DETAILS EXISTING UTIUTY COORD/NATION SHEET UTILifY CONSTRUCTION PLANS CROSS SECTION INDEX CROSS SECTION SUMMARY SHEET -L- SOUTH DOGWOOD TRA1L CRO55 SECTIONS -Y2- TALL PINE LANE CROSS SECT/ONS STRUCTURE PLANS STRUCTURES STANDARD NOTES SHEET GENERAL NOTES QUALITY OF WORK: WORK /N THlS PROJECT SHALL CONFORM TO THESE PLANS. THE LATEST EDlTIONS OF THE NORTH CAROUNA DEPARTMENT OF TRANSPORTATION (NCDOTI ROAD STANDARDS AND SPECIFICATIONS.THE NORTH CAI40UNA EROSION AND SEDlMENT CONTROL HANOBOOK. THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL REGULATIONS.IN THE EVENT OF CONFUCT BETWEEN ANY OF THESE STANDARDS SRECIFICATIONS.OR PLANS.THE NCDOT GUIDELINES SHALL GO'VERN UNLESS OTHERWISE NOTED IN THESE PLANS. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY /NCONSISTENCIES OR AMBIGUITIES lN DRAWINGS OR SPECIFICATIONS SNALL BE /MMEDIATELY REPORTED TO THE ENGINEER,IN WRITING.WHO SHALL PROMPTLY ADDRE55 SUCH /NCONSlSTENC/ES OR AMBl6UlTlES. WORK �ONE BY THE CONTRACTOR AFTER HJS DISCOVERY OF SUCH DISCREPANClES, INCONSISTENCIES.OR AMBIGUlfIES SHALL BE DONE AT THE CONTRACTOR'S RISK. GENERAL NOTES CONT/NUED GENERAL NOTES: 2012 NCDOT SPECIFICATIONS EFFECTNE: JANUARY 2012 DESCRIPTION OF WORK: THE PROJECT CONSISTS OF THE REPLACEMENT OF THE SOUTN DW1�V000 BRIDGE fBRIDGE •l71 AND REMOVAL AND PLACEMENT OF BULKHEADS lN SNOW GOOSE CANAL.A TRIBUTARY OF THE JEAN GUITTE CREEK lN DARE COUNTY.SOUTNERN SHORES.NORTH CAROUNASPECIFIC IMPROVEMENTS aRE DEratED HEREinr. ALL WORK SHALL CONFORM TO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. CONSTRUCT/ON SURVEY/NG: ALL SURVEY/NG WORK RE�UIRED FOR THE CONSTRUCTION OF TNIS PROJECT AND VERIFICATION OF /N-PLACE EARTHWORK OUANTITIES WILL BE PERFORMED BY A LICENSED NORTH CAROLINA LAND SURVEYOR.IT IS THE RESPONS/BILITY OF THE CONTRA(:TOR TO CONTRACT DIRECTLY WITH THE SURVEYOR FOR AL[. SURVEYING SERVICES REQUIRED DURING CONSTRUCTION. GRADE LINE: GRADING AND SURFAC/NG: THE GRADE UNES SHOWN DENOTE THE FlNISHED ELEVATION OF THE PROPOSED ROADINAY SURFACE AT GRADE POINTS SHOWN ON TNE TYPICAL SECTIONS. GRADE UNES MAY BE ADJUSTED AT THE/R BEGINNING AND ENDING AND AT STRUCTURES AS D/RECTED BY THE ENGINEER /N ORDER TO SECURE A PROPER TIE-lN. CLEARING: CLEARING ON TNIS PROJECT SHALL BE PERFORMED TO THE UMITS ESTABLISHED BY METNOD ll. SUPERELEVAT/ON: ALL TRANSITIONS SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN AND CROSS SECTION SNEETS. CROSS SLOPE TRANSITIONS ARE TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON TNE TYPICAL SECTIONS. CROSS SLOPE TRANSlfIONS OCCUR ON TALL PINE LANE AT THE INTERSECTION OF SOUTH DO(,1�VOOD TRAIL AND THE BEGINNING AND ENDING OF CONSTRUCT/ON ON SOUTH DOG'W000 TRAIL ' SIDE ROADS: TNE CONTRACTOR W/LL BE REDUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTlONS WITN ALL ROADS.STREETS.AND DRNES ENTERING THIS PROJECT.THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS /NVOLVED. � GEOTECHNICAL /NVEST/GATIONS: SUBSURFACE PLANS: UMITED SUBSURFACE /NVESTIGATIONS ARE AVAILABLE ON THIS PROJECT AND ARE /NCLUDED IN THE CONTRACT SPECIFICATlONS. THE CONTRACTOR SNOULD MAKE Hl5 OWN ADDITIONAL INVESTIGATION INTO SUBSURFACE CONDITIONS AS NECESSARY, END BENTS: THE ENG/NEER SHAI1 CNECK THE STRUCTURE END BENT PLANS. DETAILS,AND CROSS-SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR TNE EMBANKMENT OR EXCAVATION APPROACHING A BRIDGE. GENERAL NOTES CONT/NUED UT/LIT/ES: UTIUTY OWNERS ON THlS PROJECT ARE: WATER fDARE COUNTY7 (252J 475-9296 POWER fDOM/NION POWER) 12521256-2888 TELEPHONE lCENTURY UNK1 (2521475-8265 CABLE fCHARTERJ 12521489-/l94 RE�U/R6D RELOCATIONS OR ADJUSTMENT OF EXISTING UTIUTIES ARE SHOINN /N THESE PLANS fSHEETS UTL-I.UC-I AND UC-21 AND SHOULD BE CQORDlNATED BY THE CONTRACTOR AS PART OF TH/5 PROJECT. ALL RELOCATION OF UTIUTIES SHALL BE COMPLETED PRIOR TO BEG/NNING CONSTRUCTION ON THE BRIDGE STRUCTURE. WATERWAYACCESS: CONTRACTOR SHALL RESTRICT ALL RECREATIONAL ACCESS TO SNOW GOOSE CANAL WATERWAY DURING DEMO AND CONSTRUCTION ABOVE WATERWAY. CONSTRUCTION IN-WATER MORATORIUM: THE PROJECT AREA IS WITH/N AN INLAND PR/MARY NURSERY AREA AND TO THE EXTENT OF WORK,AN /N-WATER MORATORIUM OF FEBRUARY l5 - SEPTEMBER 30 wOULD BE REouESTED TO MrNiMIZE iMPACTs TO AOUATiC RESOURCES. LIST OF 2012 ROADWAY STANDARD DRAWINGS THE FOLLOW/NG ROADWAY STANDAROS AS APPEAR IN 'ROAOWAY STANDARD DRAWINGS - ROADWAY DESIGN UNIT - NC DEPARTMENT OF TRANSPORTATION- RALEIGH,N:C. DATED JANUARY 2012 ARE APPLICABLE TO THIS. PROJECT AND BY REFERENCE HEREIN ARE CONSIDERED A PART OF THESE PLANS. � STD.NO. DESCRIPTION ONIS/ON 2 - EARTNWORK ZOOD2 NETHOD OF CLEARING - AfETH00 /I 225�2 GUIDE FOR GRAOING SUBGRADE - SECONDARY AND LOCAC ONISION 4 - AIAIOR STRUCTURES 422J0 REINFORCED BRIDGE APPROACH F//1,S DNISION 7- CONCRETE PAVEYENTS AND SHOULDERS 7QOD5 TYING PROPoSED PAVEAIENT TO EXISTING PAVENENT DNlSION 8 - INCIDENTALS 848A2 DRNEWAY TURN�IT- RAD/US TYPE 84BA4 STREET TURNIXlT 6/6AI RlP RAP /N CHANNELS ONISION 9 - 5/GNING 90320 WOOD SIGN PoST 9�09l0 OR/ENTATION OF GROf1ND AIOUNTED SIGNS 90450 AfAUNTING OF TYPE D'.'E' AND 'F' SIGNS ON 'U' CHANNEL PoSTS ONISION ll - WORK ZONE TRAFFIC CONTROL /IOLOI WORK ZONE AOVANCE WARNING S/GNS /IOlA3 TENPoRARY ROAD CLOSURES IlOIJI TRAF'PlC CONTROL OESlGN TAQLES �I�OAI STaT�ONaRY wORK ZONE SrGNS - MQUNTrNG HE�GHT & LATERAL CLEaRaNCE IIlOD2 PORTABLE WORK ZONE SIC,NS Il30Dl DRUM 114501 BARRICADES - TYPE-ll/ ONISfON l2 - P�EMENT I/ARKfNGS.AIARKERS AND DEL/NEATION /264D1 OBJECT NARKERS 126902 PLACEAIENT OF OBJECT A/ARKERS ON/SION 15 - UTILITIES 1515A1 WATER AIETER DN/SION l6 - EROSION CONTROL AND ROADSIDE DEVELOPNENT 1605A1 TEAIADRARY 5/LT FENCE I63IAI MATTING INSTALLATION . R w � 1llote: Not to Scale � = *S. U.E. = Subsurface Utility Engineering BOUNDARdES AND PROPERTY State Line ----- ----- County Line ---- -- Township Line --- -- City Line -- -- Reservation Line — - — - — Property Line Existing Iron Pin � � Property Corner --K Property Monument 0 Parcel/Sequence Number �2s Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence ^ Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B F�cisting Endangered Animal Boundary �^B Existing Endangered Plant Boundary EPB Known Soil Contamination: Area or Site —�— '•' Potential Soil Contamination: Area or Site -- �?, —� BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or WG Tank Cap O Sign � Wel I ° Small Mine 'Sz Foundation 0 Area Outline 0 Cemetery 0 Building � School � Church . � Dam HYDROLOGY.• Stream or Body of Water ---- ---- Hydro, Pool or Reservoir �__= J Jurisdictional Stream —�S .. _ Buffer Zone 1 sz i BufFer Zone 2 sz z Flow Arrow �---- ---- Disappearing Stream �--- ---- Spring p�-•.,�_. � Wetland � Proposed Lateral, Tail, Head Ditch � � ��, False Sump � ��IE �IF 1��II��]F�[ ��]Eg�IL��T� �� u�� CONVENTIONAL PLAN SHEET SYMBOLS RAILROADS.• Standard Gauge CSX TRANSPoArAT/ON RR Signal Milepost ,,,,�Po 3s Switch � SW/7CH RR Abandoned � -�- -�- � RR Dismantled ------- RIGHT OF WAY Baseline Control Point . Existing Right of Way Marker � Existing Right of Way Line - Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite WW Marker Proposed Control of Access Line with Concrete C/A Marker F�cisting Control of Access — ` ��— Proposed Control of Access Existing Easement Line --E-- Proposed Temporary Construction Easement - E Proposed Temporary Drainage Easement— T�E Proposed Permanent Drainage Easement — r�e Proposed Permanent Drainage / Utility Easement �ue Proposed Permanent Utility Easement Pue Proposed Temporary Utility Easement Tue Proposed Aerial Utility Easement quE Proposed Permanent Easement with O Iron Pin and Cap Marker � RDADS AND RELATED FEATURES.• Existing Edge of Pavement ----- Existing Curb ----- Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal � T�EGETfITlON.• Single Tree {� Single Shrub d Hedge 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.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer WG Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated WG Power Line (S.U.E.*) TELEPHONE: f� €? Q Q Vlneyard CONC — � CONC WW 1 � CONC HW �----------C � CB OO 5 • • O �I n Existing Telephone Pole -♦ Proposed Telephone Pole -O- Telephone Manhole OO Telephone Booth ❑a Telephone Pedestal ❑T Telephone Cell Tower � WG Telephone Cable Hand Hole HH Recorded WG Telephone Cable * Designated WG Telephone Cable (S.U.E.*) - - - - -T- - - - Recorded WG Telephone Conduit T� Designated WC Telephone Conduit (S.U.E.*j- - - - -T�- - - - Recorded WG Fiber Optics Cable T FO Designated WG Fiber Optics Cable (S.U.E.*}- - - - -T Fo- - - - WATER: Water Manhole OO Water Meter o Water Valve � Water Hydrant � Recorded WG Water Line • Designated WG Water Line (S.U.E.*�— - - - -•- - - - Above Ground Water Line A/G Water N: TV Satellite Dish C� TV Pedestal ❑� N Tower � WG N Cable Hand Hole HH Recorded WG N Cable TM Designated U/G N Cable (S.U.E.*) - - - -T�- - - - Recorded WG Fiber Optic Cable T� �� Designated WG Fiber Optic Cable (S.U.E.*r-- - - - -T� �o- - - GAS: Gas Valve 0 Gas Meter � Recorded WG Gas Line � Designated WG Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line A�c ca5 SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout �+ WG Sanitary Sewer Line 5= Above Ground Sanitary Sewer A/G Sanitory Sewer Recorded SS Forced Main Line �55 Designated SS Forced Main Line (S.U.E.*) - - - - -F55- - - - MISCELLANEOUS: Utility Pole � Utility Pole with Base � Utility Located Object p Utility Traffic Signal Box ❑s Utility Unknown WG Line ��T� U/G Tank; Water, Gas, Oil � Underground Storage Tank, Approx. Loc. — usr A(G Tank; Water, Gas, Oil � Geoenvironmental Boring � WG Test Hole (S.U.E.*) � - Abandoned According to Utility Records — AATUR End of Information E.O.1. t� � 0 � K n s u � � I I i � i i i i i i I � —GPS— l I N:87770735 E:296204852 � ELEV.=l58' � OFF PLAN SHEET LlMITS DIST FROM —L— STAIO+OOAO = 425.34' � BEARING = N 8E 26� ir E � � � I I I I I I 1 I I I I � � —ri+ J IN A - 4 � LOCAC/ZED PRQIECT COORU/NaTES N ' 8T1�9995 � E - 25i624B29i 1 I 1 1 I I ��- � '� �� `__��``�� S � �' �`\ � �= �� BM �l N: 878242J1 E: 2962.393.46 ELEV.= 10.58' —BL— STA7t939/= —L— 15+2276 IOFF 423/' LTJ —BL— 0/S 47A3'LT _�_____ _ m � O� . �. ��Q � �� POINT DESC. 1 GPS-1 2 GPS-2 5 BL-5 4 BL-4 ,3 BL-3 � SNOW GOI CANAL �"_r � � L__J_ � 1 SIIIOW GOI CANAL � NORTH —GPS— 2 N:878/0859 E:2362036.48 ELEV.=l.40' —L— STA /4+68,36 fOFF 9/976' LTJ V EAST ELEVATION 877,707.35 2,962,048.52 1.58 878�108.54 2,962,036.48 1.90 877,959.02 2,962,495.63 11.38 878,116.55 2,962,449.29 12.05 878,308.89 2,962�436.04 11.11 �� T HlS SHEET NOT T 0 SCALE �� nr — E - �o sas gi abN -�- S. DOGWOOD TRAIL --- L STATION OFFSET OUT OF ALIGNMENT LIMITS OUT OF ALIGNMENT LIMITS 12+25.35 11.96` 13+87.55 14.86' 15+78.25 13.49' SEE SHEET NO. 4 FOR -L- PLAN SEE SHEET NO. 4 FOR -Y2- PLAN SEE SHEET NO. 5 FOR -L- PROFILE SEE SHEET NO, 5 FOR -Y2- PROF/LE TBM 1 BL STA 7+93.91 0/S 47.03' LT. ELEV. =10. 58' RR SPIKE IN BASE OF 36" OAK TREE :: � n f �;r � N 0 EXISTING GROUND � � SOUTH DOGWOOD TRA/L , �; EX/ST ! EXIST 5' PS 3' � i � � � i i i. i i � I I I j C� ! C� C2 - � EGROUND EX lST i EX/ST 0.08 - - - �-------- ---- ---�--- --- --------- -� ,3 EX/STING i . �• � GROUND . i ------ i . U V V U TYPICAL SECTION NO. 1 —L — ST A 12 f66o08 T 0 ST A l2 f82o23 VAR/ES I 3' VAR I 1 � SOUTH DOGWOOD TRA/L 1 I • ' //� 5' PS 3' i � i � � � , I 1 1 � V� i I � r_o�nc GRADE TO THIS LINE J TYP/CAL SECTION NO. 2 —L — STA l2 f82e23 TO ST A l3 f88e75 (BEGIN BRIDGE) O—L — ST A l5 +0/025 l END BRIDGE� T 0 ST A l5 -f-86°00 EXISTING ' GROUND FUTURE PLANS: NOTES: THE TOWN OF SOUTHERN SHORES IS COORDINATING 1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS DESIGN ON A SEPARATE PROJECT FOR FAIRWAY DRIVE OTHERWISE NOTED DUR/NG THE DESIGN OF THESE PLANS. PLEASE COORDINATE WITH FIELD ENGINEER DURING 2. SEE PLANS FOR SPECIFIC TAPER LOCAT/ONS CONSTRUCTION. 3. SEE MATCH LINE SECTIONS FOR EXCEPTIONS TO STAT/ON LIMITS 4. PAVED SHOULDER LOCATIONS W/LL VARY. SEE PLANS FOR SPECIFIC LOCATION DETA/LS. � . PAVEMEIVT SCHEDULE PROPOSED APPROX.I-l/2°ASPHALT CONCRETE SURFACE,COURSE TYPE S95B.AT CI AN AVERAGE RATE OF l68 LBS. PER SQ. YD. PROPOSED APPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S95B,AT CZ AN AVERAGE RATE OF l68 LBS. PER S0. YD. lN EACH OF TWO LAYERS. C+ PROPOSED VAR.DEPTN ASPHALT CONCRETE SURFACE COURSE,TYPE S95B,AT 3 AN AVERAGE RATE OF Il2 LBS. PER SQ. YD. PER 1' DEPTH. TO BE PLACED IN LAYERS NOT LESS TNAN /5'1N DEPTH OR GREATER THAN 2'lN DEPTH. PROPOSED APPROX. 4' ASPHALT CONCRETE INTERMED/ATE CbURSE 7YPE lI9AB, D� AT AN AVERAGE RATE OF 456 LBS. PER Sa. YD. D2 PROPOSED VAR. DEPTN ASPHALT CONCRETE INTERMED/ATE COURSE, TYPE ll9AB, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l' DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 25'OR GREATER TMAN 4°lN DEPTH. E/ PROPOSED APPROX. 4'ASPHALT CONCRETE BASE COURSE 7YPE B25AB.AT AN AVERAGE RATE OF 342 LBS.PER SQ.YD. E^ PROPOSED VAR.DEPTH ASPNALT CONCRETE BASE COURSE,TYPE B25.OB,AT � � AN AVERAGE RATE OF I14 LBS. PER SQ. YD. PER l' DEPTH TO BE PLACED lN LAYERS NOT LESS THAN 3'OR GREATER THAN 55'lN DEPTH. T EARTH MATERIAL U EXlSTlNG PAVEMENT `I MILUNG ASPNALT PAVEMENT,l5'DEPTH w VARIABLE DEPTH ASPHALT PAVEMENT fSEE DEiAIL W7J R y • h 0 m 42" VERTICAL CONCRETE BARRIER RAIL SEE STRUCTURES PLANS ITYPICAU CORED SLAB STRUCTURE � EXIST/NG GROUND � SOUTH DOGWOOD TRAIL � ll @ 3' CONCRETE CORED SLAB UNITS = 33' l5' i l8' i 2�-��° ��, � ��, 5._9„ i i i i ; �, _3„ I 0.02 0.02 � , i i TYP/CAL SECTION NO. 3 —L — ST A l3 +88a75 (BEGIN BRIDGE) T 0 ST A l5 f0/o25 (END BRID�E) 2 BAR METAL RAIL SEE STRUCTURES PLANS ITYPICAU � SOUTH DOGWOOD TRAIL I I 3' 9'-ll' ' 9'-ll' 3' 0 i � I 1 I.I i �I'i� i I 1 � 0.08 ��3� � TYPICAL SECTION NO. 4 —L — ST A l5 �86000 T 0 ST A l6 f30v00 EXISTING GROUND NOTES: 1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED 2. SEE PLANS FOR SPECIF/C TAPER LOCAT/ONS 3. SEE MATCH L/NE SECTIONS FOR EXCEPT/ONS TO STAT/ON LIMITS 4. PAVED SHOULDER LOCAT/ONS WILL VARY. SEE PLANS FOR SPECIFIC LOCAT/OA! DETA/LS. PAVEMENT SCHEDULE PROPOSED APPROX. l-!/2' ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B, AT CI AN AVERAGE RATE OF l68 LBS. PER S0. YD. CZ PROPOSED APPROX. 3' ASPNALT CONCRETE SURFACE COURSE TYPE S95B,AT AN AVERA�E RATE OF l68 [BS. PER S0. YD. IN EACH OF TWO LAYERS. C� PROPOSED VAR.DEPTN ASPHALT CONCRETE SURFACE COURSE,TYPE S95B,AT AN AVERAGE RATE OF ll2 LBS. PER SQ. YD. PER l' DEPTH. TO BE PLACED lN LAYERS NOT LESS THAN l5'lN DEPTH OR GREATER TNAN 2'lN DEPTH. PROPOSED APPROX. 4° ASPHALT CONCRETE INTERMEDIATE COURSE TYPE ll9AB, D� AT AN AVERAGE RATE OF 456 LBS. PER S0. YD. D2 PROPOSED VAR. DEPTH ASPHALT CONCRETE lM'ERMEDIATE COURSE, TYPE ll9AB, AT AN AVERAGE RATE OF ll4 LBS PER S0. YD. PER P DEPTN TO BE PLACED lN lAYERS NOT LESS TNAN 25'OR GREATER THAN 4°lN DEPTH. E� PROPOSED APPROX.4'ASPHALT CONCRETE BASE COURSE TYPE B25AB,AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. E2 PROPOSED VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25AB,AT AN AVER,46E RATE OF ll4 LBS. PER S0. YD. PER 1' DEPTH TO BE PLACED lN LAYERS NOT (FSS THAN 3'OR GREATER THAN 55'lN DEPTN. T EARTH MATERIAL U EXlST1NG PAVEMENT {I MILLING ASPHALT PAVEMENT, l5' DEPTH �/ VARIABLE DEPTN ASPHALT PAVEMENT fSEE DETAIL W?J � : +l V �J � TALL PINE LANE 0.08 EXISTING 3 el �— GROUND _ _ 0.08 � 3� — — EXISTING GROUND TYP/CAL SECTION NO. 5 -Y2 - ST A l0 f48v00 T 0 ST A ll +03084 % NOTES: 7. PAVEMENT EDGE SLOPES ARE 9:1 UNLESS OTHERWISE NOTED 2. SEE PLANS FOR SPECIFIC TAPER LOCAT/ONS 3. SEE MATCH L/NE SEGTIONS FOR EXCEPT/ONS TO STAT/ON LIMITS 4. PAVED SHOULDER LOCAT/ONS W/LL VARY. SEE PLANS FOR SPECIFIC LOCATION DETA/LS. � , • � N � MILL EXISTING PAVEMENT �GR�ESED TO KEY lN � ------ _ - ,_. �-------------�-vz _ -L- MILL 20' - - - - - � -Y2- MILL l0' OR AS DIRECTED � BY ENG/NEER DETAIL W9 - MILLI111G DETAIL I � l5' MlN 25' MlN 3' MlN � IL -r - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � E2 DET�IIL W2 - METHOD O�' UI/EDG/iVG REBUILD ALL GRAVEL DRIVEWAYS USING 6" ABC. , -� Q , TIE TO EXISTING � �� > � i �p i �* *5' RADIUS 5' RADIUS * EDGE OF PAVED SHLD. EDGE OF TRAVEL WAY * OR AS SHOWN ON PLAN SHEEfS DETAIL W3 (TYPICAL GRAVEL DRIVEWAY TURNOUT) REBUILD ALL CONCRETE DRIVEWAYS USING 6" REINFORCED CONCRETE "' } OVER 6" ABC. � v� � TIE TO EXISTING i Zj � O� i V 0 i �* � 5' RADIUS 5' RADIUS * ,� OF PAVED SHLD. EDGE OF TRAVEL WAY * OR AS SFiOWN ON PLAN SHEEfS DETAIL W4 (TYP/CAL CONCRETE DRII/EWi4Y TURNOUT) I' M/N. M/LUNG LIMITS MlN MILL AND OVERLAY TlE NEW PAVEMENT �� PROPOSI TO EXISTING �PdVFMF, ----------------- �- ��2'�-- ---------------------- �--� EXISTING PAVEMENT J � SAWCUT EXISTING NEW PAVEMENT - FULL DEPTH fSEE CORRESPONDING TYPICAL SECTION FOR REOUIRED PAVEMENT STRUCTUREI DETAIL 51 - SAWCUT DETAIL ni ��c� u e�n nwn n� r.'.�r AND INSTAl1. 30 DEGREE BULKHEAD WALL BURRIED 2' lN PROPOSEO RlP RAP = NOTE: SEE PLANS FOR BULKHEAD REMOVAL LOCATI DEi�1IL 3 - Bl1LKHE�ID REMOVAL PAVEMENT SCHEDULE PROPOSED APPROX.I-l/2° ASPNALT CONCRETE SURFACE COURSE TYPE S95B.AT C� AN AVERAGE RATE OF l68 LBS. PER SQ. YD. PROPOSED APPROX. 3'ASPHALT CONCRETE SURFACE COURSE TYPE S95B,AT CZ AN AVERAGE RATE OF /68 LBS. PER S0. YD. lN EACH OF TWO LAYERS. C� PROPOSED VAR.DEPTH ASPHALT CONCRETE SURFACE COURSE,TYPE S95B.AT AN AVERAGE RATE OF ll2 LBS. PER S0. YD. PER l' DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN l5'lN DEPTH OR GREATER THAN 2'lN DEPTH. PROPOSED APPROX. 4' ASPHALT CONCRETE INTERMEDIATE COURSE TYPE Il9AB, DI AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. D2 PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE. TYPE ll9AB, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YD. PER l' DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 25'OR GREATER THAN 4'lN DEPTH. E� PROPOSED APPROX.4' ASPHALT CONCRETE BASE COURSE TYPE B25AB,AT AN AVERAGE RATE OF 342 LBS.PER SQ.YD. EZ PROPOSED VAR.DEPTH ASPHALT CONCRETE BASE COURSE,TYPE B25.OB,AT AN AVERAGE RATE OF Il4 LBS. PER SQ. YD. PER l' DEPTH TO BE PLACED lN LAYERS NOT LESS THAN 3'OR GREATER THAN 55'lN DEPTH. T EARTN MATERIAL U EXISTING PAVEMENT V MILLING ASPNALT PAVEMENT, l5' DEPTH w VARIABLE DEPTN ASPHALT PAVEMENT (SEE DETAIL W2I e a � � 0 N � DETAIL 4- MODIF/ED CQNCRETE FLUME DETAIL END CONCRETE OR RIP—RAP DITCH AT CONSTRUCTION LIMITS � SEE ROADWAY PLANS _ _ I I 4 12' 6 � DOWEL BARS ! CRETE FLUME 2'-4" EDGE OPTIONAL SEE RDY. PLANS VARIABLE LENGTH SEE PLANS C SEE PLANS FOR PLACEMENT OR BEGINNING C WATER FLOW DOWNGRADE OR SAG OUTLET S � WATER /� �A � WATER FLOW FLOW FLOW DIVERSION NOTES: � I -o" R. ' � q 2'-8" � OUTLET� 3�� 45' DEPRESSION 45' A PAVED SHOULDER�� 15'-0" MODIFIED CONCRETE FLUME PAY LIMITS — PER EACH SHOULDER BERM GUTTER OPTIONAL SEE RDY. PLANS PLAN V/EW 4'-0" +� 2�_�n � � 4" CONC. PAVED DITCH SECTION C-C RB DOWN AS BRIDGE APPROACH SLAB 8" X 4" LIP CURB OUTLET � � C � � WATER FLOW DIVERSION � FLOW OUTLET I � WATER � �' � FLOW � FLOW DIVERSION SAG FLOW DIVERSION EXAMPLES DOWN GRADE - CONSTRUCT MODIFIED CONCRETE FLUME AND SHOULDER BERM GUTTER IN ACCORDANCE WITH THIS DETAIL. - CONSTRUCT CONCRETE DITCH IN ACCORDANCE WITH STD. DWG. N0. 850.01. - CONSTRUCT RIP RAP LINED DITCH IN ACCORDANCE WITH THIS DETAIL, IF CALLED FOR IN PLANS. - CONCRETE OR RIP RAP LINED DITCH SHALL BE THE TYPE AND LENGTH SPECIFIED BY THE ROADWAY PLANS. THE DITCH SHALL TERMINATE AS SHOWN ON THE PLANS. IF NO TERMINATION IS INDICATED PLACE RIP-RAP AT THE END OF THE DITCH AS INDICATED BY STD. DWG. 876.02 FOR AN 18" PIPE. TRANSITIONS FROM THE DITCH TO TERMINATION SHALL BE AS DIRECTED BY THE ENGINEER. - MODIFICATIONS SHALL BE AS DICTATED BY SITE CONDITIONS AND DIRECTED BY THE ENGINEER, — REFERENCE NCDOT SPECIAL DETAIL MODFLMDTCH AND NCDOT SPECIAL PROVISION SP8 R10 . 8� `�' 2'-4" MIN. jg" RADIUS ` � I� - - � � :. 4" °''� :o:. o .• .o: • o �.• �5„ ' v '. SECTION A-A S,� 2�_$„ 8" - � �� I:.�4".0•.�. •.o,•o.v,.'0��•��0��°.'o°•'.:I SECTION B-B � � �� .� �`.,1L��'►L�-. �. ��ii��? ' � �E; f-�� RIP-RAP LINED DITCH � � !� �. � O � � , � JL � ll � �� LV �1L0 JL llJL `�L1l��ll-e�1V � �l[�V][�][�1�T �]F �l][][Q�'slH[�t��'� S UMMAR Y OF Q UA11tTITlES Kimley>>> Horn P.O.BOX 33068 RALEIGH, N.C. 27636-3068 __ __ _ ___ PROJECT REFERENCE NO. 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'h. . .. ..... .... .. .. _ t� .../c... .,. . .. _i....v, .... . .. . ... . ..n.{. . re�. ._.e. .. ...w.,_.. +.. ...z -.r_ ,`�1'3 , . _.. . � ;' � 0 N � �°]CA7C]E �]F N�lfB�]E� �CA]EB�lL�1�i� ��`V��1�T �]F 1�[��]H[�A�Y� EAI�THWORK S UMMAR Y I11t CUBIC YARDS LOCATION UNCLASSIFIED UNDERCUT � EXCAVATION EMBT + /o BORROW WASTE -L- STA 12+66.08 TO STA l3+88.75 (BEG/N BR1DGEl 16.5 98 81� -L- STA /5+0125 (END BRIDGE! TO STA 16+30.00 14.4 70 55.6 -Y2- STA l0+25.00 TO STA 11t00.03 3.5 53 49.5 . BULKHEAD STA 10+35 TO STA ll+l0 5532 0 0 5532 SUB-TOTAL 587 22/ 186.6 553.2 LOSS DUE TO CLEARING AND GRUBBING -5/ -51 EARTH WASTE TO REPLACE BORROW -�/6 -176 ADDlT10NAL UNDERCUT 3l q0 TOTAL 536.6 3/ 0 377.6 SAY 590 3/ 0 380 Notes: 1. Approximate quantities only. Unclassified Excavation, Borrow Excavation, Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading." L I O O R � O �6' 3 a 0 0 � � �i Y � N � ��A�]E �]F �T�][$�lE� �Al[$�][s�1vTA ��l�T �IF ]H[�Qs�33[[�UA�� PARCEL I1�lDEX PARCEL NO. SHEET NO. PROPERTY OWNER NAME 1 4 PATRICK F. PHELPS 2 4 VICTORIA A. JACKSON 3 4 SOUTHERN SHORES CIVIC ASSOCIATION 4 4 DAVID M. SHIELDS 5 4 JAMES F. STEPHENS 6 4 NICOLE CLOSE 7 4 ANN D. PALMER TRUSTEES 8 4 MEGAN C. BELL 9 4 RICHARD G. CARROLL 10 4 SUSANNA E. NORRIS r }, �n 0 � � PROJECT REFERENCE NO. SHEEf NO. N - P SIO I'F % BM �I S 429"2 WW SHEEf NO. o� N: 878292J1 E: 2962393.46 �0 S S Ki m I ey >>> H o r n ROADWAY DESIGN 4 ow m� __ O E�V•- lO�� a�N P,O,BOX 33068 ENGINEER -BL- STA7+9391= -- PpT Sto 10+00 0 RALEIGH, N.C. 276363068 ```� "11�AR lG!i BEGIN ST.4TE P/tOJEGT 8-5417 -L- 15+22.76 �OFF 42.31' LTJ PE NO. F-0102 ��....... 0, BEGIN CONSTRUCTION -BL- 0/5 47.03' LT '�`° ;� �� QpFFSS/0, �,��..!'.y% BEGIN MILLING /WD RESURFACING -Y2- Sta. 10+48.00 = : $EAL `. _ T/E PROPOSED PAVEMENT TO EXISTING O BEGIN COIIISTRUCTION =' 029816 �_ SOUTHERN SHORES B G/A1 W/DEN/NG '�q�ly F WN S �`��'~� CIVIC ASSOCIATION � BEG1N M/LLING �'' NO DEED REFERENCE -L- Sta. u+82.23 PB z P� � � T/E PROPOSED END RESURFACING � PAVEMENT TO EX/STING BEGIN GRADE 'o. ' BEGIN WIDENING SEE SNEET NO. 5 FOR -L- PROF/LE -Y - PC 51a. I0+5015 SEE SHEET NO. 5 FOR -Y2- PROF/LE -L- STA 14+�9 SEE CROSS SECTIONS FOR BEGIN REMOVAL OF 3� �� _- � EXIST/NG BUUCNEAD (19' LTJ -Y2- CRO55 SLOPE TRANSIT/ONS ,� PLACE 6 LF PROPOSED BULKHEAD -Y2- S. 70+58 N SEE SNEETS NO. S-7 THRU 5-22 -4 .Z � 1 END M�LING OR O N o FOR STRUCTURE PLANS '4 SEE SNEETS NO. UG1 THRU UG2 PATRICK F. PHE PS -- p, � � PAVEM T` -IN "'- � �� DB ie49 PC 3 (l4,BE LTJ v` � DAVID M. SH LDS f _ FOR UT/LITYCONSTRUC7/ONPLANS PB 3 PG ¢2 � \� �� I DBPB �G PC I 27 °t � BEGIN BRIDGE o �r \ � -L- Sto.13t88.75 w000 `� Z' -Y - PT St 10+78 �/j � BLILKHEAD \� Z COf�C48 25FD O \ �z� 15.63' \ � SE TREE REMOVAL N%E9E'_�EP JAMES F,STEPHENS \ I �sFo dlN A,PPROACH SLAB UB 1699 PG 66 ODIFIED CONCRETE FLUM� �� -L- OT /5+33.67= Pe c ac m O I L Sta.�l3t77.75 SNOW GooSE EE SHEET 2D � YZ- POT i. Ilt/4B4 _ � � i a � NICOLE CLOSE � � CANAL CCAss �B' R��" �AP / , ' � x� n po OB 1T48 PG 1T8 � ESi 2 TOl��KHEAD g• Wo PB 2 PC 220 � (� i � EST 7 SY PSRM � a �sa �� WOOD STEPS � � -L- STA /4+7/ +60 � --�� _�,,,� 'lSi� I �I O BEGIN REMOVAL OF cr � R�w WaLI � C1A55 'B' RIP RAP �� " � EAT=11.2 EXISTING BULKHEAD (23'L7) e�P VICTO A A. JACKSO i E5T 2 TONS PLACE 6 LF PROPOSED �-' � � � � LSA �, woao5 �B 48 PG 120 � Ey�i 7 SY PSRM BULKHEAD 0 � +85 y. 3 p� p2 w000 MODI�'(ED COMCRETE FL y' \T o o e wQ�t � SEE SNEET �0 a � 0 60' LANE TAPER o --L- t 16+30.00 S �OG �_ '� 1� e Q. � SEAT=11.255, I 011 _ \ � +72 * END� P�E NB ' ON 3RAI �Q T o� � �_MeO CONSfRUCT PROPOSED � 19.85' �b / E/NG—� . Exisrws �w �y 2,46 co,vc Q GRAVEL DRNE i sorL � F _ _ a,�j. __ SEE DEf�IL W3,SNEET 2A,4 �� __ o ��P __ END MILLING .4ND RESU Fi�i�11�G• ` E _ _ _ - � .R _ _ �� TIE PROPOSED PAVEMENT TO EXj57l i ie�av �� i - _ ` W ios� — -- - 15 - - - - - - - �_ - -L- � �� rl' u' E- o g � S. DOGWOOD TRAIL � /a � BRI�GE •I7 � S N 1223 5lA'W o ��' N l� 23 5/.0' W,� ��' �� —�o w 9' s.cu�v000 7rrac zaesr x�sr�Nc eiw \ ` - - - - - __ I � � ,5��as 16'OW / MB MB 1 � � ` MB . • SIGN = _ _ __ _ _ 5� l4'AN F �` �( O M�N � 21 � (�� (Y� r � \ vf0 ANN D. PALMER e F - ,L )_ _F _} "1 _ ` _ F �,jq TRUSTEES ��U� ��=- �`J� I RETAININ DB 1752 PG 31T I ,.� CUr EXIST DR / PBAPGW - �'CN � 30 �p IXISTING P/W c � i S� DETa� 4 NE Po2A . MON MON �STWG RM � � x TApER � +50 +60 +95 �� DIFIE CONCRETE FLUM * 29.40' - �'�_ MOD/FIED CONCRETE FLUME 4 EaT=nz4' .+25.82 �( •� ) S E SNE 20 Ex T�NG R� SEE SHEET 20 36� `�� • P si DC NSfRU �� SED 5 Y/OOD 'B' RlP��777 AP �� I . � � 1 EIP CLASS 'B'RIP RAP � EST TONS \ / SEE DETAIL 4,SH 2A J I � ESr 2 TONS CLASS !lR1P R EST SY PSRM � LSA � / \ EST 7 SY PSRM SEE STRUCTURE S �� -L- a. 5+86.00 � coNc - - E FOR MORE 1 MAT/ 57Ers � o. � RyPic,w SEAT=11 9� END PR ACN SLAB En► G E isFd//.96 RT1 � /\ w000 „ EG, RESURFACING �sa � ,� � % Bl1LKHEAD .� —L— S a l5+/22�� I I \ o LSA / � � _ _ a I I co,uc REMOVE AND REPLACE 30 LF. W END BRIDG J ` \ � 5'WOODEN FENCE � \ ; \ L POT Sto� l2+ .45 _ ISFD oap -L- Sta.l5 /25 �sA� � �— -YI- POT StO. IO+�AO � �� -L- A r4+25 BULKHEAD 5� sr U�crUs S / - �• I � D REMOVAL OF TEPS FOR MORE INFORMA /ON -- r -L- S. 13+02.23 EXISTING BULKHEAD SNOW GOOSE m,P�CAU I 0 � �J ��Jf J Q ISFD i I � EN M/LLING FOR P�E 6 t� PROPos u� CANAL I BRICK I , 1 �va�� -L-.Sta.95+66.00 BRICK I SEE D TNT 1 SHEET 28 BEGIN MILLING FOR wa�� a.00• DOCN PAVEMENT KEY-IN - BRICK -L- STA 19+73 SEE DETAIL W1 SNEET 2B WALL END REMOVAL OF . iP \?LIGNMENf OF FAIRWAY DRNE WILL BE MODIFIED O EXISTlNG BUIXHEAD (48' RTJ IXIE TO DESfGN OF A 5/MULTANEWS TOWN PROJECT. $ PLACE 26 LF PROPOSED BULKHEAD _ASE COORDINATE W/1'H FIEI� ENGINEER. MECAN C.BELL � Q� N o2°sr DPBBA6PGG�05 - m 49' ly � �Y�- PC Sf�. ��'�'%%� 180.28' � o �: g � m 1 � $1� RICHARDOG. CARROLL SUSANNA�E. NORRIS � OB 1679 PG 465 D PB 3zPG 99 Z PB 3 PG 99 {� PROP LINE IS SKETCH OF BRIQGE lN RELATIONSHIP TO PAVEMENT C/L OF BULKHEAD BRIDGE HYDRAUUC DATA T/DALLY-IHFLUEAM'ED COASTM ' OVERTOPPIAIG D/SCHARGE _ > � CFS OVERTOPPING ELEVAT/ON � 8A FT -Yl- PT Sto. 11t42 6 -L- -Y/- -Y2- ir is• PI Sta 12+81.93 PI Sto l/+10.06 P/ Sto 10+64,67 �= l5' 03' 54P lLTJ �= l8' 3.3 04.4' lRTJ �= 2P 54' 11.3` IRTJ �Y ��. 5 8E l2' 44T E D= l0' 25' 02.7' D= 28' 38' 52.� D= 7E 23' 39T L= 145bT L= 64J6' L= 28b'T T= 7321' T= 3266' T= I45Y R= 550A0' R= 200A0' R= 75.Qa' PR �� .... .,, . n : � 0 N � PLA1� FOR l'R Ol'OSED TRAFFIC C01�TR OL, MARI�II�G £� DELII�EA T1011 t DARE CO U1�T'�' ROADWAY STA11lDARD DRAWI11tGS I11lDEX OF SHEETS •THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - SHEET N0. � TITLE PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., TMP-1 LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE LEGEND AND INDEX OF SHEETS CONSIDERED A PART OF THESE PLANS: ' STD. N0. 903.20 904.10 904.50 1101.01 1101.03 1101 .11 1110.01 1110.02 1130.01 1145.01 1264.01 1264.02 TITLE WOOD SIGN POST ORIENTATION OF GROUND MOUNTED SIGNS MOUNTING OF TYPE 'D', 'E' AND 'F` SIGNS ON 'U' CHANNEL POSTS WOflK ZONE ADVANCE WARNING SIGNS TEMPORARY ROAD CLOSURES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS PORTABLE WORK ZONE SIGNS DRUM BARRICADES OBJECT MARKERS - TYPES OBJECT MARKERS - INSTALLATION TMP-2 TMP-3 TMP-4 PROJECT NOTES PHASE I DETOUR � LEGE11lD GENERAL � DIRECTION OF TRAFFIC FLOW � �--F�- NORTH ARROW PROPOSED PVMT. --------• EXIST. PVMT. � WORK AREA REMOVAL OF EXISTING PAVEMENT TRAFFIC CONTROL DEVICES I TYPE I BARRICADE II TYPE II BARRICADE m TYPE III BARRICADE . CONE � DRUM O SKINNY DRUM / � FLASHING ARROW PANEL (TYPE C) �-- STATIONARY SIGN IQ PORTABLE SIGN p STATIONARY OR PORTABLE SIGN �r CRASH CUSHION � CHANGEABLE MESSAGE SIGN � TRUCK MOUNTED IMPACT ATTENUATOR (TMIA) � POLICE _ � FLAGGER PAVEMENT MARKINGS � CRYSTAL/CRYSTAL PAVEMENT MARKER . YELLOW/YELLOW PAVEMENT MARKER � CRYSTAL/RED PAVEMENT MARKER � (1� PAVEMENT MARKING SYMBOLS MANAGEMENT STRATEG/ES CONSTRUC!/ON SUMMARY: PROPOSED -L- (SOUTH DOGWOOD TRAIL) W/LL BE CONSTRUCTE� USING AN OFFSITE DETOUR. BARRICADES WlLL BE REQU/RED FOR PROTECT/ON OF THE WOItKAREA AND CONSTRUC7ION OF THE BRIDGE OVER THE EXIST/NG CHANNEL. j J a n J � 3 0 0 � � GENERAL NOTES CHANGES MAY BE REQUIRED WNEN PHYSICAL DIMENSIONS /N THE DETAIL DRAWINGS, STANDARD DFlAILS, AND ROAD WAY DETAILS ARE flIOT A7TAINABLE TO MEET FIELD CONDIT/ONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEV/CES. MOD/F/[AT/ON MAY /NCLUDE: MOV/NG, SUPPLEMENT/NG, COVERING, OR REMOVAL OF DEV/CES AS DIRELTED BY TNE ENGINEER. THE FOLLOWING GENERAL NOTES APPLYAtALL TIMES FOR THE DURATION OF THE CONSTRURION PROJECT EXCEPT WHEN OTNERWISE NO7ED /N THE PLAN OR DIRECTED BY THE ENGINEER. LANE AND SHOULDER CLOSURE REQUIREMENTS A) REMOVE LANE CLOSURE DEVICES FROM TNE LANE WHEN WORK IS NOT BEING PERFORMED BEN/ND TNE LANE CLOSURE OR WNEN A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 75 fT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAW/NG NO. 1701.04 UNLE55 TNE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. C) WNEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON TNE SHOULDER ADJACENT i0 AN UNONIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE TNE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLE55 TNE WORK AREA IS PROTECfED BY BARR/ER OR GUARDRAIL. WNEN PERSONNEL AND/OR EQUIPMEMARE WORKING ON TNE SHOULDER ADJACENi T0 A DN/DED FAC/UTY AND WITNIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD D/L4W/NG NO. 7101.02 UNLESS THE WORK AREA /5 PROTECTED BY BARRIER OR GUARDRAIL. D) WHEN PERSONNEL AND/OR EQUIPMENT ARE INORK/NG WITHIN A LANE OF TRAVEL OF AN UNDN/DED OR D1V/DED FAC/LITY, CLOSE TNE LANE ACCORD/NG TO . THE TRAFF/G CONTROL PLANS, ROADWAY STANDARD DRAW/NGS, OR AS D/RECTED BY THE ENGINEER. CONDUCT TNE WORK SO TNAT ALL PERSONNEL AND/OR EQU/PMENT REMAIN W/TNIN THE CLOSED TRAVEL LANE. E) DO NOT WORK 5/MULTANEOUSLY WITH/N 15 FT ON BOTH S/DES OF AN OPEN TRAVELWAY, RAMP, OR LOOP W/TN/N THE SAME LOCAT/ON UNLE55 PROTECTED WIiH GUARORAIL OR BARRIElt. PAVEMENT EDGE DROP OFF REQU/REMENTS � BACKF/LL AT A 6: f SLOPE UP TO THE EDGE AND ELEVATION OF EXIST/NG PAVEMENT /N AREAS ADlACENT TO AN OPENED TRAVEL LANE TNAT NAS AN EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: BACICFILL DROP-0FPS TNAT EXCEED 2 INCNES ON ROADWAYS W/TN POSTED SPEED LIMITS OF 45 MPN OR GREA7ER. BAC/ffILL DROP-OFFS TNAT EXCEED 3/NCHES ON R0,4OWAY5 WITH POSTED SPEED LIMITS LE55 THAN 45 MPN. BACKF/LL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO IXPENSE TO THE DEPARTMENT. G) DO NOT IXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BEIWEEN OPEN LANES OF TR/IFF/C FOR NOM/NAL LIFTS OF 1.S INCHES. INSTALL ADVANCE WARNING 'UNEVEN LANES S/GNS (W8-71) 100 FEET !N ADVANCE AND A MINIMUM OF EVERY HALF MILE THROUGNO(1T THE UNEVEN AREA. 7RAFFIC PATlERN ALTERATIONS H) NOT/FY THE ENGINEER 7WENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFF/C PATfERN ALTERATION. S/GN/NG I) /NSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK /5 WITNIN 40 FT FROM TNE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. J) PROV/DE SIGN/NG AND DEV/CES REQUIRED TO CLOSE THE ROAD ACCORD/NG TO THE ROADWAY STANDARD DRAWINGS AND TRAFF/C CONTROL PLANS. PROVIDE SlGNING REQUIRED FOR TNE OFFSITE DETOUR ROUiE AS SNOWN /N THE TRAFF/C CONTROL PLANS, !Q CO VER OR REMOVE ALL SIGNS AND DEV/CES REQU/RED TO ROSE THE ROAD WNEN ROAD CLOSURE IS NOT IN OPER.4TION. COVER OR REMOVEALL SIGNS REQUIRED FOR TNE OFFSITE DETOUR WHEN TNE DETOUR IS NOT IN OPERATION. L) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR 70 ALTERING AIYY TRAFFIC PATTERRI. TRAFFIC COMROL DEVICES M) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZ/NG DEV/CES IN WORKAREAS NO GREA7ER /N FEET THAN 7WICE THE POSTED SPEED LIMIT (MPH) EXCEPT, f0 Ff ON-CENTER /N RADII, AND 3 FI'OFF THE EDGE OFAN OPEN TRAVELWAY. REFER TO STANDARD SPEC/FICATlONS FOR ROADS AND STRUCTURES SECflONS 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDlTIONAL REQUIREMENTS. N) PLACE TYPE III BARR/CADES, WITH'ROAD CLOSED' SIGN Rl1-2 ATTACNED, OP SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. GENERAL NOTES CONT/NUE� PAVEMENT MARK/NGS AND MARKERS O) T/E PROPOSED PAVEMEAIT MARKING LINES TO E1(IST/NG PAVEMENT MARKING LINES. CONSTRUCT/ON /N-WAiER MORATORIUM P) TNE PROlECT AREA /S WITH/N AN INLAND PRIMARY NURSERY AREA AND TO THE IXTENT OF WORl4 AN IN-WATER MORATOR/UM OF FEBRUARY 15 - SEPTEMBER 30 WOULD BE REQUESTED TO MINIMIZE /MPACiS TO AQUATIC RESOURCES. MISCELLANEOUS � COMRACTOR /S REQU/RED TO COORDINATE WITN THE TOWN REGARD/NG ANY SPECIAL EVENTS TNAT MAY /MPACT THE PROJECT CONSTRUC!/ON AND TRAFF/C CONTROL LOGIST/CS. PHAS/NG NOTES PHASE 7 IF WORK IS NOT PURSUED WITHIN 3 DAYS OF SIGN INSTAI.LATION, TNE WORK ZONE ADVANCE WARNING SIGNS SHALL BE COVERED OR REMOVED IN A METHOD APPROVED BY ENGINEER. THESE COVERINGS SHALL BE MADE IN ACCORDANCE fMTH SECTION 1110.01 OF THE NCDOT STANDARD SPEC/FICAT/ONS. STEP 1) PRIOR TO BEG/NNING ANY CONSTRUCTION ACTN/TY, iNE CONTRAC70R SNALL INSiALL WORK ZONE ADVANCE WARNING S/GNS USIN6 ROADWAY STANDARD DRAWING 1107.01, SHEET 3 OF 3, 57EP 2) WH1LE MAINiA/NING EXISTING TRAFF/C ON SOUTH DOGWOOD TRAIL, AND ACCE55 TO ALL /NTERSECfING ROAD WAYS AND DRIVEWAYS, TNE CONTRACTOR SHALL USE NCDOT ROADWAY STANDARD DRAWING NO. 1707.02 (SHEET 1 OF 75) AND PERFORM: - CLEAR/NG AND GRUBBING - UT/LITY WORK AS SHOWN ON SHEETS UG7 AND UC-2. STEP 3) PLACE OFF-SITE DETOUR SIGN/NG ON SOUTH DOGWOOD TRAIL, US 158, OCEAN BOULEVARD, DUCK ROAD, AND EAST DOGWOOD TRAIL AS SHOWN ON SHEE7 TMP-4. STEP 4) CLOSE SOUTH DOGWOOD TRAIL TO THRU TRAFF/C BETWEEN TALL P/NE LANE AND FAIRWAY DRIVE SEE SHEET TMP-4 FOR DETOUR PLAN. THE CONiRACTOR SNALL USE NCDOT STANDARD DRAWING NO: 1101.03 (SHEET 1 OP 9) FOR ROAD CLOSURE DETAILS. (SEE SHEET TMP-3) � STEP 5) WHILE MAINTAINING ACCESS TO TNE RESIDENCES ON SOUTH DOGWOOD TRA/L FOR LOCAL TR/IFFIC, TNE CONTRAGTOR SHALL: - CONSTRUCT BRIDGE. - COMPLETE PROPOSED ROADWAY /MPROVEMENTS. - PLACE FINAL PERMANENT S/GN/NG. STEP 6) OPEN SOUTH DOG WOOD TRAIL BACK TO THRU TRAFFIC. REMOVE OFFS/TE DETOUR SIGNS AND RESTORE TALL P/NE LANE AND FAIRWAY DRNE TRAFFIC PATfERN. STEP 7) REMOVE ALL WORK ZONE SIGNS AND DEV/CES. � � R �° s�s� 8 abN t1 � U b a IOD TRAIL � � J �� OFF-SITE DETOUR ROUTE ROAD QA CLOSED AHEAD WZ� 48" X 48" OAD �C CLOSED 000 W2�� 4B" X 48" ROAD QE CLOSED . ANEAD wzo-a 48" X 48" NEXT RIGHT az zRtz„ O DETOUR AHEAD w2a2 48" X 48" �� p� CLOSED 500 FT WZ�p 48" X 48" ROAD QF CLOSED AHEAD wzo-3 48" X 48" NEXT LEFf az z�iz„ �� O ��'�� ■ � �' ..._ .� - �""` 0 „"" � � �""` � ■ _ � - S.DOGWOOD 24" X 21" TRNL OJ DEfOUR. 't' M4-9 30" X 24" S. DOGWOOD 24� X 2r, TRAIL Q Dh70UR �► M4-9 30" X 24" R11-4 60"X30" ROAD CLOSED TO THRU THAFFIC M4-10L pTO11 48"X18" TYPE III BARRICADE R11-3 60"X30" flOAD CLOSED 2 BILE9 AHEAD � LOfAL TMFFIC ONLY M4-10R � 48"X18" TYPE III BARRICADE S. DOGWOOD Z4, X Zr, TRAIL QK DETOUR �--� M4-9 30" X 24" O END DETOUR � A 24" X 18" . e K , T O O � 'o � 3 a 0 0 � � Y 401 OM3-L 12" X 36" ONE "U" POST PER SIGN U � � � \ � i 1 I , � � ' I ' ' � i ' � � i � � 1 � i OM3-L ( � i 12' X 36" � i � ONE "U" POST i � PER SIGN I � i 1 � i � � , � S, DpG� r.�j i �� I ` %'t �� MB O i �,` � � \ I � `` ` _ � ` I � MB . 402 OM3-R 12" X 36" ONE "U" POST PER SIGN WOOD BULKHEAD 0 � Q' SIGN (2) SIGN I SIGN I S DOGWOOD T� FAIAWAY DA �-- --- RETaN — r r �n� �s• woo� �\ n�-� , �-� �cn1m / i � L _ �J \ �a n �` �STOP � RELOCATE RETAI � � � � I � J � �� I 12�" X3 6" 4�2 . �� ONE "U" POST _ � J PER SIGN I I � � I I � � � � `--� � �-� �dO1S� \ / � _ � RELOCATE S DOGWOOD TR �ALL NE LN RELO ATE � � T 1 ��F��i �� I��n� �T� l �i � REMO E SNOW GOOSE CANAL � � X3�� 4�2 JE "U" OST PER 51 N WOOD W BULKHEAD � 0 SNOW GOOSE CANAL �� S�ISf 8 QbN G� O WOOD Bl1LKHEAO � J ° 3, p1v 00 �m LSA � �I 1 � � �� LSA MB gw000s � � '�' � S. DOGWOOD TRA/L \ / O MB 1 I I � J \ 1 J NOTES: 1. RELOCATED SIGNS: REMOVE AND STOCf(PILE EX/STING S1GN5. ERECT EXIST/NG SIGNS ON NEW WOOD PoSTS. 2. REMOVED SIGNS: REMOVE AND DISPOSE OF EXIST/NG SIGNS AND WOOD POSTS. 3' Wtl t � � NARRATNE IMPERVIOUS AND PERVIOUS SURFACES IN SOUTH DOGWOOD TRAIL DISTURBED AREAS P�rct nc_scr(ptinn FROM FAIRWAY DRIVE TO TALL PINE LANE: The purpose of 1Ns proJecf !s to rep/ace tM South Dogwoad Trall Brldge lBrldge •l71 PROPOSED IMPERVIOUS SURFACE = 0.04 AC aer Snow Goose Caiwl,a trlbuJary of M� Jean Guife Creek !n Dore Couniy Soulfern PROPOSED PERVIOUS SURFACE = 0.24 AC CLEARING AND GRUBB/NG PHASE. SEE SHEET ERO-I FOR THEPOST GRAD/NG PHASE �I � I d 7>>> H or n PROJECT REFERENCE NO. e-san WW SHEEf NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-/ Slb�es,NC. This proJecf wll/ also consisf of new grading and pwing for ihe lmmedlate NoiEs: �Y . P.O. BOX 33068 �p�mm��p� surrou�ing locations fo t!e the new bAdge to il� exlsdng �oodway.The leng7h of tle RALEIGH, N.C.27636�068 �`�� AR � struciure Js OA2/3 mlles a� the lengfh of roodwoy�lmprovements !s OA476 mlles,resulfing Total Disturbed Area (shaded) = 0.28 OCf@5 � 1. REINFOFCEO SILTFENCEOUILETSMUSTBEADDEDINTHEFIELD PE NO.F-0702 ```�QQ�.. Q��•i� in o praJec� le�th of opproxfmatery OA689 mlles. Approxlma�ery 028/4 acres wl!l be WHENEVER LOW PoIMS ARE ENCOUNTERED ALONG SILT FENCE RUNS. .<�,: QOF�O �'•..� % dlsfurbed during the consirucflon of flds p�oJect. Also,opproxlmotely 02429 ocres w!lI �, � '��$EAL� `' bevegefotiveystoblllzed wlthg�oss ond perma�ntplanll�s. O S. TNESTANDARDSILTFENCEOU7LETDETAILDEP/CTEDONERO-5 = � OZ9B�E � South Dogwood 7'rollls locoled !n Dare Counfy.SoulAern Shores,NC.TIe praJect Tavn of Southern Shores Contact: � oeanraeeEPraeteairEwvarewrosrsesuemrurenwereorosEo ,�••. F, Q,:h` sllebeglnsolFalrwayDrlvef36J18%5 N.-75740789' Eland proceeds Rocl�lPatrlck SOUTHERN SHORES SILTFENCES/NSMALLNATURALWATERCOURSESORDRAWS. %9J:•.,Ng�NEE;.��`,.� !n an north/norfheast directlon cross/ng Snow Goase Carol befo�e end/ng Jusi rwrlh of 1/� 5375 N.Vlrglnlo Dore Tral/ CIVIC ASSOCIATION ''� lyE'W S� lnie�secflon wlih iollPine Lane (36Jf9941' N,-75.740964 E). SoUthe�n Slp�es,NC 27949 NO UEED REFERENCE 3. DONOTBEGINGRAD/NGANOCONSlRUCTlOi11 UNT/LINSTALLATIONOFALL ��iiiii��\\\ l252J 26/-2394 PB Z P� � EROS/ON CONi1tOL MEASURES IS COMPLEIE. SltP na.ccrint/nn � jo.o�' � The slfe !s ger�erolly IeveL AIl Orolnage sheef flavs across ilzs slte and makes !ts way Into Snav G�se Canal. The s/fe 1s deve%/�d conlalnfng resldenilal areas wl�h a few pockets of culilvote0 3, Wpoo � � � lond. Tl� maJor Oralnage way for !he area is Jean 6u/te Creek. TNs creek emptles info l� 1 \ �, �Q 9�5�' � � � the CurrlJuck Sound,wh/ch flavs to tf� Albemarl5wnd,o�M u/tlmaJely to the ' � „ ,Nlontic ocean. � � � ` O � N �, � � � 8 \ Qb � � M�nnant P �rrnmrW � l � / � � � \ � � , 'N;,, N \ � � \ � \ � �\ \ � I ` � \ \ N � \ \ \ \ � 1 ) DAViD M. Sa LDS \ � \ � \ � � \ \ � � \ INSTALL TURBID/TY CURTA/N (ANCHOR EDED) � � -� � , � � B 1800 PG 27 � � � � � � \ � � ' � � � \ Land use in 1he vlciniry is generalry resldenllaL Areos a�Jocent tl� proposed roadwoy SEE ERO-6 FOR MORE /NFORM ' o , l_� �� •� � � PB G�PG I� .� � � � in � \\\ � � \ � � � � � � conslsl of resldenfio! uses onry. Tle maJor ou1/et for runroff dlsc/n�ge _9��5�` \ • �� \ � M Q Is Srmw Goose Conol. Snaw Goose Canol is a we!! establisl�d gent/y-flaving ._ — � i " I � � - � \ � � \ � �, � � \ 1 � � � \ � \ � � � \ � � � � 1 � trlbutory fo fhe Jean GWte Creek. _ l � ` - �LK�EA\ \ / .' 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PALMER M�a s• oip � ' J � _ � � � �\ _ _ � � � � � � - _ � �vo � TRUSTEES I � � � � � -' �� - � i � UB 1T52 PG 317 � � � i / � � � \� � � , � , � i � � R�TAININ PBAPGIIO � sic I exisrwc niw - - - '� -. 1 1 � 1 / � / / - 1 � - I � � l I NO _ 1 I � 1, � `\ .\ \ ,� 1 I ` _ MQN / MON ` � I \ � Erisrwc niw I a / 0 � � ' SEAT=11.24� � / 9 1 1 1 � R�w - _ i � � � , 1 \ 1 � � � � � f _ � � i i � � 1 � POST � ex�snNc \ - � i i / � � - - � � � � l � i -y-- � � � �s� wood I "' i , l � � � � � - _ .- � � / � � . � - � / � \ \ � EIP � � / I ' I i � � I � \ � / � � � � / �� , �� ,// � � \ � 'Il � \ / � i i / � / w � ` , � � , , i , �sn�, �� . - � , , ��---_ �� -- � , y � � +1� _ � � ` \ ` �''� � I 1 � / � � I � � � corrc \� - - � i �i is I � �0, n � �[\ ' - - - � � � ` � ` � ' � � � �� s` T=11.29� �� ` � / � \ \ I � ., / � STEPS � i , � _ _ � � ' o �° I o \\ . \ � � wo�Oo \ � ° 1 I� + 1� I 4'WOOD \ �� 1 � � � �� - \-C - Q ` \ a 11 �jl - _ - � � \ B�1LgHE�AD ` I s 1 � � , � � L�SA I + / ` \ � - I- - � V�' � � Y � �� ._/ � � � \ ` � � 1 � � � —� �_ / � _ p � 1 � II i � m,vc i ' � l INSTALL3YLI \ � � � ' 1 0 � � � i ' � I 1 � _ i.sa `/ � \ \ I I � / � / i \ 1 �� ` ' - - - � . y � / II1 � � i � � FENCEOUTLET \ \ \ I � j � � I � ' � ✓1 \ � �1 � � \ i i � , � � � � 1 � I / � � � isFo (TYP/CAL) � \ � . .� � / � � � f � � � � � / � � 1 / � � � �_ � � � � � ��I I � ! � ' � . � i � i � � w � � � � , k5A �\ � \ i i � - � � \ � ✓ �� \ � � ! _ _ _ / _ `1 1 , I � � ' � o0o r � .�O . � � � \� . � � ` , , � � � ' ; , o � � i � \ I � / � � � � " -- � \ I ' � I l � I B�LK� HEAQ ._ � / _ _ - . � / / / � � \ / � �= � ' _ � � � � � � / I' s,TP3 � 1 I� I '-� � \ �' �;� ' / /� � I � / 1 ! �� . � � �� I � , i ;" � i � I 1 � � / 1- c � � ; _. _� � -- � �-I J � 1 � _ -- isFo OQ / � I � � I i �� _ _ _ ..I' _' . BRIC�_-..-. _ ' � - � .- _� � J I � � I \ � \ _. _ � _ _ _ - � � � � 1 � 1 l \ 1, �1 � 1 � _.' - -: -- � . - - WALL BRICK ai i l - - � � - - - - - - - - - - � � ` \ 1 1 1 � 11 \��` -� �1�TrKL J-HOOK SILT FENCE WALL � �_\ ' <o.ao• � � � _ ' - - - - - - - \ � l � oacK � -� -- - qSSHOWN g � � � ` � \ ' � eRICK � < < 1 � !% �' CONTRACTOR TO /NSTALL a c ` � WA�r , � � � i ' _ - �� ADDITIONAL J-NOOKS AS NEEDED °� � � � ' P _ � L _ O �� \ `� _ _ __ - -`� � f�rPlcnc) 0 � MEGAN C.BELL z i N DB i8B6 PG 25 � O \ � �Z�S�'49• W PB A PC d0 180.Zg• OSUSANNA�E. NORRIS RICHARD G. CARROLL OB i482 PG 4�2 . OB 16T9 PG 465 PB 3 PG 99 ' PROP LINE IS PB 3 PG 99 C/L OF BLILKHEAD 20 10 0 20 40 I�r-.-�f-.-r1�-f� LEGEND fAPPUES TO ALL SHEETSJ D(STURBED AREA — J-HOOK SILT FENCE CONSTRUCTION UMl7' �--- F SILT FENCE OUTLET TEMPORARY SILT FENCE --H{----�- wATTLE �� S 1 9 ► // �// �\ _ � � I //r/ \ PATRICK F. PHE P51 �!�� DPB39PGu2 �I Il�o �\\ �I III �\ I��I�III 1 � ��f � I��I�III I � 1\\ \ �II� I�� I ' � \ � 1 I�� / � � _is� � i�� I��/ � �/ / � / � � I I I 1I / / /, // / I � i � � nmc R,W I l � / / W'�A °q 11 � / I I �� O �11 \ �iP I �ICTO A A, JAC � DB 3B GC� \ \ � ` _ . � � S��` � `�--� i G O �� /=MBO _ � / � CONC MA/NTAIN TURBID/TY CURTAIN (ADJUST AS NEEDED) \ SEE ERO•6 FOR MORE II�VFORMA -L- STA l4+19 BEGIN REMOVAL OF EXISTING B(ILKHEAD (l9' LTJ PLACE 6 LF PROPOSED B(ILKHEAD _ =-wo�e- l - _ � -' - - 841LI�EAD \ �_ _ - - =��i � � � � _��"-_ �� \\ \ � • SI _-- M IL�N TEIIi1PQRARK � � - _ - - � � � \ \ � 1 � /i!- - � ` � \ AD�/U5 �N�CESSARI4 - _D��R o— \ � I ti 1 \ � n►cqQ�;srrLtSys.nt_ � '� �� I I � � � ��( �� f7YP�C�.1 i �� I I I � I I 1 � `STEPS } , �� \ � I� I I � I 1 i$p �� _- / �/ � �� / l E57 2 TONS R�1 SEAT�ll.24'� � �� 1'r' � - woop\` \� �� E�T 7 SY PSRMi / � �� I � � � � � � � � �Yq�� M0�1{1(ED CONCRETE�L � � 1 1 � - g - � SE'E SHEET �0 i / � � • � � � \ ( i � i � . ` ° 1 � � D''1 � ` � � i � / � 1 � \ _ �_ \ \ ' �,,,, 1 / ,., � \ \ = / � '� ! \ \\ �� 1..� \ ��O � ` - - -� � _ ` '�— � 1 \y \ 'ISTINC p�N � \ \ -� � 1 ' �- 'NON �1NN D. PALMER ' '- � TRUSTEES - FINAL COMSTRUCTION PHASE. SEE SHEET ERo-1 FOR THE CLEARING AND GRUBBING PHASE. Kimley>>> Horn PROJECT REFERENCE NO. a-.san WW SHEEf NO. ROADWAY DESIGN ENGINEER SHEEf NO. EC-2 NOTES: p,O.BOX 33068 � 1. REINFOR�D SILTFENCEOUlLETSMUSTBEADDED/NTHEFIELD ��E�GH,N.C.27636�068 pENO.FOIOY ��\�'`�1�AROG'�i � WHENEVEF LOW POINTS ARE ENCOUNTERED ALONG SILT FENCE FUNS. `��•Q�F��Ory�•.?q'� '� � `� SEAL T . � 2. THE STANDARD SILT FENCE OUTLET DETAIL DEPlClED ON ERO-5 O OR AM ACCEPTABLE ALTEFNATE MUST BE SUBSTITUTED FOR PROPoSED � � O29B�E � � SOUTHERN SHORES SILTFENCESINSMALLNATURAL WATEFCOU/iSESORDRAWS. ��'�TTNCJNE`��,`'�~��\ CIVIC ASSOCIATION ��''ii yEW 5� ��`� NO OEED REFERENCE 3. DONOTBEGINGRAD/NGANDCON57RUCTIONUMIL/NSTALlAT/ONOFALL ��iiiiii�� PB 2 PG 02 EROS/ON CONlROL MEASURES IS COMPLElE. � \ 30 � 3, W009 � \ \ . � � ' � � � , � �� SaSf , � � � c 8\ \ \ � � -► � ` � � � 4 , No �mm� � i � abN '� . � ` � �` \ � \ \ \ \ pAVID\ M.OSa LDS \ w N \ � � � \ \ \ � \ I I \ � � � \ / � � � � � / / 1\ �\ 1 OBPB 0 PG I 27 � �� \ � in � � � \ \ \ \ \� � \ \\ I \ � \ � \ \ � \ � / �- i ��-� \ � \\ �\ � � 1 , � � \\ � \ � � � \ AA / \ te��! \ \ � � � � � � � , � 1 � � \ � � � \ \ � � ` � Ivi Q /i ` ry coNc �\ �\sFo.\\�\ ��\i,�111 � `�\ �\ \ � � �\ � �\ ,y� � % � / / � i - � � ` � INST�1 L TTLE�9REA�N-FWME' � � � \ \ � 1JAME5'F. STEPHENS� � � ` � � � _ _ _ � � � � / / / � A ER L E CONSTRZlC�JON /5 COI�IP ' E� � � � 1 ��B\I649� PG 66 � � � � � - _ ^ - / � i � � ODiF1E CONCRETE FEU N � _ �P� � � � \ � � ` 1 \ \ B�G \ •!u \ \ � \ � ` ` _ _ _ �-. _ � � i � / � SNOW GO SE EE� SHEE7 2D � � � � � � � _ - � - _ .20� CANAL � cyrdLcs 1 �B' R1�� _ p - � �/ ) � � � \ \ � � � � \ � ` � � _ - - - -N�COLF GC05E _ - _ , - i � � ESI 2 TpfS�LKHEAD � / ~ r \ \3' W�� i � � \ \ \ \ \ \ � \ \ � � � - - PB 2 AG-220 - - % � � � 'E9T7SY+PSRM ` � \ � �� ---_---- -- _ � _ -L-STAl4+7! I i-- � � � � \ `a �� y� i � � �� \� -- __--- _I5--'�_ _ BEGIN REMOV,nL OF I +6o I ` � \ S�� -�-�-` �t,�� \ � � � � \ � � � - - J � - - - - - . � ' EX/STING BULKHEAD !23' LT1 � � � �� - pl- - - - - - - - � � PLACE 6 LF PROPO D • I I , - \ . � � _ - - LSA � � � � � � - - -O- - - - _waoo� _ _ � I — •�� lF -'- - •�� e��• OB 1752 PG 3i7 I ��'+��f� //�:•1�- PBAPG�O S��NO E%ISTING P/W �� .� � I o � � MODIFIED CON2RETE FLUME EAT=11.2q' / I y ' � SEE�SH€Ef 2D / � I �\ � /� v' I � �— � � \\ EiP � CLASS 'B'RIP RAP / 5 woo � i I 1 I 1 � � \ \�EST 7 SY PSRM CLA55 /I RlP R � ` � SEE 57'RUCTURE S \ I \ � � FOR MORE l MAT � � r is �p 1 �O, � -- fFYP�(CALI � \ � 1 1 � � _--/ �-__ �, � �,�oao�, w � 1 / �� ./ ' \ � � \ �LKHcAD 1 � o / �� \ ` o � 1 � � ,� roNc i T � 1 MA/NTA/MSI�T \� \ 1 � o \ � FENCE OUTLET � � � \ l � � � /1 � / r � / isFo (TYPICay � \� \ � 1 � I �-J l 1 � � _ � � � 1 � i �� , � i l� l� � - / � -L- . lqtz5 � , 1 I I \ � \ � � _ �I I � � � � [T REMavac OF � 1 � 1 I I / / I \� � l �� / � EXIST/NG BULKHEAD T P§ � I I \ I1 � � � � / -- � P[.A�E 6 LF PROPOS � n� �/ � ' \ � � 1 \ \ � \ � � ' � / _ _ � � _ - � � J/`\`�.�\1� �1 \ � ` � ` � � � ' - _ _ _ _. _ - - _ - _ � � \ � � � � �� -� i o.00• � � - � � 1 1 � I �I 1 � � BRICK � ` � � � � WALL- 1 \, I 1 � � ` �� L� O \1�\ �1 \ h O N � �� MEGAN C.BELL OB 1886 PG 25 N �Z'S1'qg. W PB A PG �0 180,Z8• BRIDGE HYDRAUUC DATA T�OAILY-lNF[UEA�ED COASTAC OVERTOPPING DlSCHARGE _ � � CFS OVERTOPPING ELEVATfON � 8A FT � � �I � �' O �l _ \ � \ ��_----� \ �� __-� _--10-----_'-_�� \ --- � �. - � I � ao �/ _ � \\ �� ___ / ' / \ �" �� i J__-_- �`__�� I �s � � � � _ � I / _-- � � --�w ...1.' SEA�f=I.Y25, ` _ - � _ _ � - - EIP -`- MON � � ' � � � � R __�--- " . �a _ ` \ _ _ _ _ _ / Ew�ruis niw _ _ � � \ \ w 1. ��°�� IA- F � � _ - - � ` e��r��r�� - � _ ` � � _ �� 1 - - - - -------- - �� - - - - � - - / = _- -_ ._ - 1//f// � �� ;_ --- �ei�iii � _ � � � � _ _ -�- BRIDGE _�� ' S. DOGWOOD TRAIL I��'�/ / / � / / � - I . I � I I / / i � / / � / -- - ..... _.�vi�r�� --- -_-�-��r� ,�- _ --__� �=--/��___ �==- ^1�/----f/li* F ^ � i � � - � - � � _ � � � � � � ' � �w°. �'}� � � � / i � � � � / i� �� 1 1 � / � / / � / — � � � � / / / � / , R�TAININ ! �� l � � 1 � � 1 � / I � � �, �\\ `\� ` 1� � D1F1E CONCRETE FLUME I �_ MqN / � MON \ � � I - � exlsrwc eiw t � t '� �� 1 I � aosi � 5 E SHE 2D ExaTmc a - _ - i � � � �/ � 1 _ � � \ _ I � / � � � \ 'B'R!PllW((77AP \ I - - i / i / / � � / � / �\ � � � � �1 �/ / � � � � I I � EST TONS \ ` / � � . i i � � / / _ _ � � � ` � / � / \ E57 5Y PSRM � �sp� � � \ i / / � �� - _ � � - � � �� ` � \ �� //l � (/\ � � / / _ co,vc\��--� / � � � �SE,AT=IL29 � � I � l \ I � n / / STEF�S � / _ _ _ i / � ��` 1 1 I 4' WOOD \� 1 \ I OSA I I � / / I I/ _�_ __ � 1 I � �� /� � � � / � �� - ' �• � 'I I 1I 1� �I � ,I I � _ LSA \/�— \ � \\ �\ �1 �I �t 1 / / � � \��\� ` - _ _ _ � / / . � � � I / � �� i i �� i � � � � I � � I � � � � � � � l \ \ r ksa � �� \ �� ' i � � � �— - � � � wtlo9 � �0' / i � ^ � � � \ ` � � � � � � � ,r 1 I �LI�HEAQ �Ll�'S !I R1P RAP - � / � \ \ � � �� _ - � I SEE SfRUCTURES S � i � � \ � � � � SNODU GOOSE � i I � � � FOR M9R£" 1NFORMA lON �� i 1 � � �\ \` �� CANAL 1 � � � � , �� - 1TYPJCAU -� - ee�cu-�l`-.� _ _ �� _`_ _ � - � � � 1l1� � _ -- isFo `� � 1 MAINTA/N" J- I IOOK-SIL-T F Q{�' � �� B R I C K ; �� _ .�ON7RAG,JOR7Q7NSTALLANDMA/NTA/N WALL 1 oocK ' _= 7aQb/T/ONAL J-NOOKS AS NEEDED _ J , V — (rvr�ca�) ;- -L- STA 14+73 END REMOVAL OF �� EXISTING BULKHE.aD (4B'RTI ��r� '�¢ PCACE 26 LF PROPOSED BULKNEAD PROP LINE IS C/L OF BIILKHEAD O RICHARD G. CARROLL OB 16T9 PG 465 PB 3 PG 99 20 10 0 20 40 � SUSANNA E. NORRIS DB 1482 PG 4�2 PB 3 PG 99 LEGEND fAPPUES TO ALL SHEE7'S! OlSTURBED AREA _ CONSTRUCTION UM/T C F TEMPORARY SlLT FENCE °�- J-NOOK S1LT FENCE SILT FENCE OUTLET WA7TLE CONSTRUCTION SCHEDULE CONSTRUCTION SPECIFICATIONS l. Obtaln plan approval and other appllcable permlts Including grading perm)ts for borrow slte. Refer fo Sectlon 230 'Borrow Excwatlon°!n the 20/2 NCDOT Standard Speclflcatlons. 2. Flag ti� work llmlts for protectlon. 3. Hold preconst�uctlon conference atleostone week prlor to sta�ting constructlon and Invlte NCDENR. NCDENR LOS contoct number Is (9/91791-4200. 4. P�lor to any lond dlsturbing (lncluding demo!lflon) activltles.lnstall g�wel and rlp �op basln,temporory dlverslon,fabrJc/block and grovel drop !nlet protectlon,temporory grwel constructlon entrance/exlts,check doms,tree protectlon fence,ond sJltfence as shown on t!� eroslon conlro/p/ans. S.In accordance wlth tl� eros/on controlplans and trafflc control plans: Insto!! inlet profectlon and e�oslon control meosures. Afte� Inlet protection ond eros/on confro! measu�es are ln place,grade roodwoy,lnsiollsform drain system.Untilboxes are bulltona yard lnlet devices lnstolled,lnstoll and malntoln stoim Cra1n under constiuction at end of �ay or onset of raln. Ploce outlet protectfon as shown on plans. Ploce additionol c/�ck dams ond stablllzed dltches os 1ndlcated. Modlfy sllt fence placement around plpe Inlets ond outlets as necessary,ploce silt fence a�ound top of proposed heodwolls. 6. Complete final grading for roods and stablllze wlth g�wel. 7. Finlsh drainage Inlets,ploce cu�b and gufter and pavement, and bu!ld shoulders. 8. Flnlsh grading of s/opes, topsoll crltical areos and permanently vegetote, seed and mulch. 9. A/I graded areas w111 be seeded,fertillzed ond mulci�d according to NCDOT speclflcatlons to mointaln a vlgorous,dense. vegetative cove� wlthln 2/colendar doys or soone� of completlon of any phase of grading.lf work on tl� proJect ceases for more thon t!� oforemenllone� lengfh of flme,all dlsturbed o�eos sholl have femporary vegetative g�ound cover establlshed and eros/on control devlces maintoined. I0. Afier seeding is establlshed.the controctor six�ll coll NCDENR and arrange for a flnal slfe lnspection. Upon approva/,al/ temporory erosion control measures sholl be removed from tl� proJect. 1/. Al! erosion ond sedlment contro! pracflces wlll be Inspected weekly and after ralnfoll events. Needed repolrs wlll be made lmmedlately. 12. All appicoble eroslon ond sedlment control must be molnfoine� untll a vlgorous stand of permonent ground cover !s estobllshed. Estlmated t/me before flnol stablllzotlon Is l2 months. 13. Site lncludes approxlmotely 0.2424 acre of permanent vegetatlon arf 14. After site !s stablllzed.gravel and rlp rop basln.tempo�ory dlverslon,constructlon staging ond materlol oieo stxkpile areas, ond allother e�oslon control devlces sfbllbe removed.restored os exlsting,and permanently vegetated os descrl6ed !n t!� malntenance and vegetotive plan. MAINTENANCE Follow ti� construcllon sequence througlbut proJect development. Wl�n clbnges In construcllon acflvlfles are needed,amend the sequence scl�dule ln odvance to mointaln monagement control. Notlflcatlon of Land Resources Sedlment and Eroslon Control Se/f-Inspectlon Program: The Sedlmentatlon Polluflon Conf�o! Act was omended In 2006 to requJre that persons responslb/e for /ond-disturbing activltles inspect o proJect ofter eoch phase of the proJectto make sure ti�tfhe approved eroslon and sedimentotlon controlplan is being followed. Rules deta111ng tl� documentatlon of these lnspections took effect October I.20I0. Ti� self-lnspection program is separate from the weekly self-monitoring program of tl� NPDES Stormwafer Permlt for Construction Activltles. Ti� focus of tl� self-inspectlon reportis 1he Insta!lotlon and malntenonce of eroslon and sedlmentatlon control measures according to tl� opproved plan. The Inspectlons must be conducted ofter each phase of the proJect,ond contlnue unt!! pe�monent ground cwer Is estob/Isl�d !n occordance wlth NCGS II3A-54J and 15A NCAC 48.013/. The Self -Inspection Report form is wollable os on Excel spreodsheet from http://www.dlr.enrstate.nc.us/poqes/sedlmetnolton�ew.html. !f you have questlons or cannot access the form, please contact NCDENR Dlvlslon of Lan� Resouroes of (919J 79I-4200. MAINTENANCE PLAN l. Tl� Contractor slnll cl�ck all eroslon ond sedlment control proctices for stoblliiy and operation follaving every runoff producing ralnfallbutln no case less tiwn once every week. My needed repairs wlll be made lmmedlately by ti� Contractor to malntaln all practices as deslgned. Also per Natlonol Pollutont Dlscharge EIlminatlon System INPDESI general stormwater perm/t,a rain gouge must be Installed on site. Tl� roin gauge must be kept onsite and inspectlons by the cont�acto� must 6e ma0e and logged ofter every half Inch of ralnfoll and once a week. 2. The Contractor sholllnspectthe curtaln,flotation,and ballost of tl� floating turbldlfy cuitaln to ensure t!� work orea Is securely partltloned from the streom flow. T!� Contractor sholl remove accumulated sedlmentand AebrJs. 3. The Contractor slx7// remove sedlment from behlnd silt fence wl�n !t becomes 05 feet deep at tl� fence. Sllt fence w1ll be repaired os necessary to molnto/n a barrler. 4. Tf� Contracfor shall inspeci Ilning and motting for dJslocofion or foJlure every 7 calendar aays and within 24-ipurs ofter eoch storm thot produces %2-lnch or more of ro1n. Tl� Contracto� shollconductregulo� inspections untllgrasses are firmly establlsi�d. 5.T1� Contractor sho!lfertllize,reseed as necessory,and mulch alI seeded areas according to speclflcatlons !n 1/� vegetative plan to malntaln a vlgorous.dense vegetative cove�. 6. T!� Contractor shollprovlde ground cover on exposed s/opes o� other areas witl�in 21 calendar days of completlon of ony phase of grading.Permonentground cover !s to be provlded for al! dlsturbed oreos within 2! colendar days or sooner fo!lowing completlon of construction or development. LAND GRADING (6.02) CONSTRUCTION SPECIFICATIONS RlP RAP (6.15) CONSTRUCTION SPECIFICATIONS Subgrade Preparatlon - P�epare the subgrode for �Ip�ap and f!lter to tl� requlred Ilnes and grades slbwn on ti� plans. Compoct arry flll requlred ln ti� subgrade to o denslfy opprox/matlng tiat of t!� surrounding und/sturbed mater/o/ or overfl/I depressJons wllh r1prop. Remove brush,trees,stumps and otl�r ob /ecflonal moterlal. Cut the subgrade sufflciently deep tlwt the flnlshed grade of tl� rlprap w!1/ be ot the elevotlon of ti� su��ounding oreo. Cix�nnels slauld be excovoted sufflclently to ollow placement of the rlprop in a monner such tin�t the finisl�d inslde dlmenslons ond grade of fhe rlprap meetdeslgn speclflcotlons. Sand and gravel fllter b/ankef - Place fhe f1/ter blonket lmmedlotely after ti� ground foundaflon Is prepored. For grwel.spread fllfe� sfone !n a unlform layer fo fhe I�ers�with minlmo1%mlxinge thon one /aye� of fllter moteriolls used,spreod tl� Synti�tic fllfer fobrlc - Place ii� cloth fllter dlrectly on tl� p�epared foundoilon. Overlap t!� edqes by otleosfl2 lnches,and space onciro� pins every 3 ft olong the overlap. 8ury the upstreom end of t!� cloth a minlmum of l2 Inches below ground ond where necessory.bury the lower end of the cloth or ove�lop wlth tl� next sectlon as �equlred. Take care notto domage tl� cloth wi�n placing rlprap. If damage occurs remove ti� riprap ond repaJr the sheet by adding onotl�r layer of fllter materlal wlth a minimum overlop of l2 lncl�s around the domaged area. lf extenslve domage is suspected.�emove and replace the entl�e sheet. Where large stones a�e used or mochine placementls dlfflcult,a 4-lnch layer of flne g�avel or sond moy be needea to protect tl� fllter clofh. Stone Placement - Placement of riprap should follow lmmedJately after plocement of the fllter. Place rlprop so lhat If forms o dense,wel!-g�aded moss of stone wlth a minimum of volds. The deslred dlsbribullon of sfones thioughout the mass may be obtolned by se/ective Iooding at the quorry and control/ed dumping during flnalp/acement. Ploce rlprop to Ifs fullth/ckness In one operatlon. Do not p/ace riprap by dumping through chutes or otl�r methods tlbtcause segregotlon of stone s/zes. Toke care notto dislodge the underlying bose or fllter wben placing the stones. Ti� finlshed slope should be free of pockets of smoll slone or clusters of lorge stones. Nond plocln� may be necessary to achieve ti� proper dlstribution of sione slzes to produce o relatively smooth,unlform surface. The finlsl�d graae of the riprop slpuld b/end with t!� surrounding area. No overfallor prot�uslon of rlprap shoul� be apparent. MAINTENANCE Inspect c/bnnels ot regu/ar Intervols as well os offer ma lor rolns, and moke repolrs promptly. Glve specla! oltentlon fo the outlet ond Inlet sectlons and other polnts wl�re concentroted flow enters. Co�efully check stablllly at rood cross/ngs and look for lndlcotions of pIping,scour lbles,or bonk fa!lures. Make repaIrs Immedlately. Molntain olI vegefatlon ad Jacent to t/� chonnel in a hea/fh�, vigo�ous condltion to protectthe a�ea from e�oslon and scour during out-of-bonk flow. Control of weed and b�ush growth may be needed in some locatlons. l. Construct and malntoln olI eroslon an0 sedimentotlon control proctices and measures in accordance wlth the approved sedimentatlon controlplan ond constructlon scf�dule. 2. Remove good topsollfrom areas to be groded and fJlled,and preserve It for use In flnlshing the grading of all c�ltica! oreas. 3. Scarlfy areas to be topsolled to a minlmum depth of 2 incl�s before plocing topsoll. 4. Clear and grub areas 10 be f!lled to remove t�ees,vegetotlon.roots,or othe� obJectlonable materlal that would offect the planned stabfllry of the f1!l. 5. Ensure that f11! materlal Is free of b�ush, rubbish, rocks, logs, stumps, bu!/ding debrls,ond other maferials inappropria/e for construct/ng sfab/e fi//s. 6. Ploce all fillln layers notto exceed 9 Inci�s 9n thlckness,ond compact ti� layers as required to reduce eroslon,slippoge.se#lement,o� otl�r relaied problems. 7. Do notlncorporofe frozen malerJolo� soft or high/y compresslble mate�lals lnfo fll! slopes. 8. Do nof place flll on o frozen foundotion.due to possible subsidence and sIIPPa9e• 9. Keep diverslons ond otl�r woter corn�eyance measures free of sediment during olI phoses of development. l0. Hondle seeps or sprl�s encounfered during cons7�uction In accordance wlth opproved methods. ll. Permanently stablllze all graded oreas Immedlately ofter flnol grading ls completed on eoch areo In the groding plan. Apply temporary stablllzatlon measures on a!lgraded areos wi�n work !s to be lnlerrupted or deloyed for l5 working days or longer. l2. Slpw topso!! stockpi/es, borrow areas, and spoll areos on the plons, ond moke sure they are odequotely protected from eroslon.lnclude flnal stabillzatlon of these areos ln ths plan. MAINTENANCE Perlodlco/Iy check a!/graded oreas and the supporting eroslon ond sedimentatlon controlpractices.especlally after heavy �alnfolls. Promptly remove allsediment from dlve�sion an0 other water-disposolpractices.lf waslbuts o� breaks occur,repalr them lmmedlote/y. Prompt moinfenonce of small eroded oreas before tl�y become s1gnlflcant gullles !s an essenilalport of an effective e�oslon ond sedJmentation cont�olplan. VEGETATIVE PLAN (6.l1) SEEDING SCHEDULE Shoulders,Slde Dlfches.5lopes (3:I) Date Type Planting Rate Aug.lS-Nov.! Tall Fescue 250 Ibs./acre Nov.l-Ma�.l TallFescue 25016s./acre & Abruzzl Rye 25 Ibs./acre Mar.l-Apr.lS Toll Fescue 250 Ibs✓ocre Ap�.l5-Jun.l5 Nulled Common Bermudagross l2 Ibs✓acre Jun.l5-Aug.15 ToilFescue 601bs✓acre � & B�owntop MIllet =_= 35 /bs✓ac�e or Sorglwm-Sudon Hybrids =_= 30 /bs✓acre . . S/ooes (3:l to 2:I) f�ar.l-Jun.! 6erlcea Lespedezo fscarlfledJ 50 /bs./acre ond lMor.l-Apr.l51 Add Tall Fescue 60 lbs./acre (Mor.!-Jun.301 or Add Weeping Lovegrass 5!bs✓acre tMa�.l-Jun.301 or Add Nulled Common Bermueagross 8 Ibs✓ocre Jun.l-Sep.l Tall Fescue =_= 60 Ibs./acre & Browntop MIllet =_� 35 /bs✓acre o� Sorgiwm-Sudan Hybrlds =_= 30 /bs✓ocre 6ep.l-Mar.! 6erlcea Lespedeza (unhulled-unscarified) 70 /bs✓acre & TaII Fescue 50 lbs./acre lNov.l-Mor.lJ Add Abruzzl Rye 25 /bs✓acre Consult Conservation Englneer or So// Conservotlon Servlce for addltlonallnformation concerning otl�� o/ternatives for vegetotion of denuded areas. The above vegetotlon rates ore tlx�se which do wel! under local condltlons: other seeding rate combinatlons a�e posslb/e. ��Temporary.- Reseed according to optimum season for deslred pe�manent vegetotion. Do not allow temporary cover to g�av over l2 incl�s Jn height before mowing.otherwlse,fescue may be slx�ded out. SEEDING SPECIFICATIONS /) After rough grading Is completed,till soll !n areas to be seeded and plonted to a depth of slx Inches. 2) App/y agrlcultural llme,fertlllzer,and superplbsphaie to disturbed areas to be vegetated. 90 lbs.11meslone/1000 sq.ff.l2 tons/acrel 35 /bs.l0-l0-10 fertlllzer/1000 sq.ft.!1500 Ibs/ocrel 40 Ibs.50% superplpsphate/1000 sq.ft.f1750 /bs/acreJ 3) Dlsk nutrlents lnto soTl to a depth of slx lnches unlil surfoce !s uniform and f�ee of lorge dJrt clods. 4J 6eeding permonentgrass. 3.0 /bs. KY-3/ toll fescue/l000 sq. ft. (130 Ibs✓acre) During February 15 through May l5 or Augustl5 through November l5. -OR- 3.0 /bs.KY-31fa1lfescue ond 2.0 lbs.annuolryegrass/1000 sq. ft. during November 15 through February /5. 51 Mulch seeded area with smallqraln straw at90 Ibs/l000 sq.ft.l2 tons/acre). Spread unlfo�mly. Approxlmately/Z of ground surface sibuld be vlsible io ovold blocking sunllghf to seedlings. On areos wl�e�e the g�ound surface equols or exceeds a 3:lslope,ond in t!� lrn�erts of all drainage swales,tack mulch wlth aspholt emulsion at a rate of 450 gallons emulsJon per acre of straw. 6) Mulch a�ound shubbery ond trees with pine straw to depth of 3 Inci�s. 7J Temporory cover l.0 /bs.6rown fop mlllel/I000 sq. fi. Moy fhrough August 25. -OR- 1.0 /bs. annuol ryegrass//000 sq. ft. August 25 through Aprll. � I j � n � 0 0 0 � ,ri, � IXCELSIOH WATTLE DETAIL 9LOPE � ISOh1ETRIC VIEW �oT�: USE tlINIYUY 72 IN. DIAtlETEH FXCEL810q 'MTTLE. USE 2 FT. MWOEN 6TN1�5 MITH A 2 IN. 9Y 2 IN, tNMiIlW_ CH059 6ECTION. ONLY INBiALL WATTLE(9� TO A HEIpHt IN DITCH 60 FLOW PlILL IAT W/3N MWNO MTTLE IWU BWIIN OITqI BlAPE9 INO A9 OIIIECfm. OF PAVEYENT IN9TALL A YINIYUY OF 2 UPBLOPE BT�KEB Alal 4 W�9NBLOPE gTql(ES pT AN ANOLE TO WF116E WATfLE TO BOTTOY OF OI1G. PROVIDE 6iAPLE6 WUE Oi 0.125 IN. DIAYETEII 6TEEL WIPE FOPYm INTO A U eNAPE N0T LEBB TIWI 12° IN LENOTH. INYMLL BTMLE9 IPPflOXIWTELY EYEIiV 1 LINEM F00T ON BOTH 81OE3 OF Y/ATTLE ANO AT EAtl1 ENO TO BECUHE IT TO lNE SOIL. . IN3TFlL WTTINO IN PCCUPMNCE WIiH 8E4TION 1611 OF TNE BTAtl�SRO SVECIFIGTZRIB. p'(yp)(,� 2' UPSLOPE BTA1� 7ANHAL GFOUNO ��..; � MATTIN� �2' DOWNSLOPE STAKE CROSS SECTION VEE DITCH 2 IN. 2' UPSLOPE FLOIY � STAKE NATUNAI. GPOUND T. WTTIH� ' �2' OOWNSLOPE CHOSS SECTION srn� TRAPEZOIDAL DITCH ��'w` $) .�\�.:':'�ii: ,. .. .. _ _'_ � TOP VIEW TOPSOILING 16.04) CONSTRUCTION SPECIFICATIONS MATERIALS ' Determine wi�ther the quallfy ond quantlly of avolloble topso!l Justlfles selective Temporary seedJng - Protecttopsollstockplles by tempororlly seedlng as soon ix�ndling. Quolify topsoil has the following choracterlstics: as posslble, no more than 30 working days or !20 calendor days ofter the formatlon of tl� sfockplle. Te�ure - loam, sandy loam, and sllf loam are best; sandy clay loom, silly clay loam, clay loam, and loamy sond are folr. Do not use heavy clay ond orgonlc Permonent vegetatlon -!f stockplles w111 not be used wlthln l2 monlhs ti�y so!!s such as peot or muck os topsoil. must be stoblllzed wlth pe�manent vegetotion to control eroslon and weed growth: Orgonic motter content -(someflmes referred to as "humlc motter"! slpuld be greoter tiwn l5% by weigM. SITE PREPARATION Acld1� - pH sfbuld be greater than 3.6 before Ilming.and llming !s requlred if it Is less thon 6.0. Soluble salts - should be less than 500 ppm. Sodlum - sodlum odsorption rotlo slauld be less thon l2. Tl� depth of materlol meeting the obove quollflcotJons slbuld be ot least 2 Incl�s. Sollfactors such as rock fragments.slope.depth to water table.ond laye� thlckness affect t!� ease of excwatlon ond spreading of topsoll. Gene�ally ,the upper part of the soil.which Is rlchest In organlc mo#er,Is most deslrable; howeve�,materlal excwated from deeper layers moy be wo��h storing !f lt meets the otl�r crlferia llsted above. Orgonlc soils such os mucks and peats do not make gaod topsoll. Tl�,ry can be ldentlfied by thelr extremely IIgM welght wl�n dry. STRIPPING butddePPdln9•lescd �nd1�g Son tl�islte.Oter !ne depthhof sP�lpnp9 gP� ts�� mon. soll cores ai severol locotlons wlthln each area to be str!pped Topsoll depth generolly varles along a grodlent from h/lltop to toe of the s%ope. Put sediment boslns.dlverslons,and otl�r conirols lnto place before strlpping. STOCKPIUNG Selecf stockpTle locotlon to woid slopes and notu�a! dralnogeways,avolding trafflc roufes. On large sltes,respreading !s easler ond more economlcol wi�n 1opsoll Is stockpl/ed In smol! piles /ocated near areos where they w1/I be used. Al/ stockplle areos used shall be stabillzed wlth sl/t fence ond seeded. Sedlment barrlers - Use sedlment fences or oti�r ba�rlers where necessary to refaln sediment. Before sp�ea0ing topsoil,estobllsh eroslon ond sedlmentation controlpractices suchasdlversions.berms,dlkes,waterwoys,and sedlmentbaslns. Groding - Molntoin grades on the areas to be topsoiled occording to t1� opproved plon and do not olter tl�m by adaing topsoil. Uming of subsoll - Whe�e fhe pH of t!� exlsting subsoll !s 6.0 or /ess, o� the sollls compo sed of heavy clays,lncorporate ogricultu�alllmestone In omounts recommended by solltests or speclfled for the seeding ml�ure to 6e used. lncoiporote llme to o depth of at leost 2 lncl�s by disking. Roughening - lmmedlotely prlor to spreading the topsoll.loosen tl� suborade by dlsklng or scarlfying to o depth of at/east 4 Inches.to ensure bonding of fl� topsoll and subsoll. lf no amendments hove been incorpoiated.loosen ti� sollto a depth of otleasf 6 incl�s before spreoding fopsoll. SPREADING TOPSOIL Do not spread topsoil while It Is frozen or muddy or when subgrade Is wet or frozen. Correct ary Irreguloritles !n tl� surface that result from topsol!!ng or otl�r operations io preventihe formatlon of dep�esslons or wafer pockets. Compact ti� topsoll enough to ensure good contoct wlth the underlyIng so1l. but woid excessive compactlon,as !tlncreases runoff and Inhiblts seed germinarion. Llght packing with a roller Js recommended where h/gh-malntenonce turf !s to be estobllsi�d. On slopes and areas that w11/ not be mowed,tl� surface moy be left rough after spreodi� topsoll. A dlsk may be used to promofe bonding atthe Interface beiween fopsoll and subsoll. After topsoll appllcatlon.follow p�ocedure for seedbed preparatlon.toking care to ovold excesslve mlxing of topsoil lnto the subsoil. MIN.lO GA LINE WIRES in n r uariuuu SIDE VIEW qp NOTES WFRNING 5/GNS TO BE AfADE OF DURABLE,WEATHERPROOF MATERIAL � LET!'ERS TO BE 3'N/GH MINIMUM,CLEARLY LE6IBLE AND SPACED AS DETA/LED. SIGNS SHALL BE PLPGED AT 5d MAXIMUM IA?EAVALS. 4 PLACE A SIGN AT EACN ENO OF LINEPR TREE PROTECTION AND 50'ON CENrER THEREAFTER. FOR TREE PROTECTlON AREAS LE55 THAN 200'IN PERIMETER,PROVIDE NO LE55 THAN ONE 3' TREE PROTECTION AREA S/GN PER PROTfCTION AREA 4 18. AT7ACH S/GNS SECURELY TO FENCE P0575 AND FABR/C. MAIMA/N TREE PROTECT/ON FENCE THRWGNO!? OURATION OF PROJECT. ,7• DO NOT ENTER A00/iIONAL SIGNS MAY HE REO(IIRED BY TOWN OF WAKE FOREST OR NCDENR. BASEO ON ACTUPL fIELO COND?IONS. 4 S/GN5 SHALL BE INCIDEN!'AL TO THE FENCE. WARNING SIGN DETAIL TREE PROTECTION DETAIL m' � O N � MINIMUM 10 LINE WIRES STEEL FENCE POST WIRE FENCE� HARDWARE CLOTH- FILTER OF 1 INCH DIAMETER # 57 WASHED STONE� 8'-0" MAXIMUM VARIABLE AS DIRECTED BY THE ENGINEER FRONT VIEW STEEL POST WOVEN WIRE FABRIC SILT FENCE FABRIC o � � � FILL SLOPE M N � _ sf,�: `6" MINIMUM COVER OVER SKIRT * 0 � ANCHOR SKIRT AS `V DIRECTED BY ENGINEER * SIDE VIEW STANDARD TEMPORARY SILT FENCE FILTER OF 1 INCH DIAMETER # 57 WASHED STONE o� ° � � ° °°po d�°e NOTE: a° o � � �o SILT FENCE FABRIC TO OVERLAP ° o� HARDWARE CLOTH BY 12 INCHES � °� oo°n°9: � � ' • � 4: jY^'� I .t:�:':i]:1:5:1 i � ��•'� I ' � n.=.�i.=.u.=.i�=n=n=u=.i�=ii-i � =11-. . -11�.11:11."�.II."II ; . �= � NOTE: USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE AREA DOES NOT EXCEED t/4 ACRE AND THERE IS A LOW AREA. USE AS A REPAIR OF SILT FENCE FAILURES. Kimley>>> Horn P.O.BOX 33068 RALEIGH, N.C.27636�068 PE NO. SILT FENCE J-HOOK PLACEMENT 12�,� GAUGE ��.� �� iIATE WIRES J-NpOK / y��F,� J-HQpK / �� f f h f � �� I40-80'SPACING I r� (AS NEEDEDJ ` * FOR REPAIR OF SILT FENCE FAILURES USE REINFORCED SILT FENCE OUTLET DETAIL NOTE: USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED i/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. �i�i rClVl.t tHtlKll. ON WIRE FENCE ON WIRE FENCE PLAN VIEW � STEEL FENCE POST SET � f �,,..,�„� �,. ., ��r ..,.., �1 STEEL FENCE POST CONSTRUCTION SPECIFICATIONS MATERIAL$ l. Use o syMA^tic filter fobrlc or o pervlws sAed ot� ypraq/ene,�rylon,Fntyesier, o� pdyetfylene yam.wNch !s cerflfled dv l!e manufaclure� a supplle� os conforMng lo tha reqW�emenis sfuvn 7n lle fable below. Synf/nJ1c fllter fab�lc shw10 aMoln ul�rwlNd �ay InNbitors and stabfllzers fo provlde a Mnlmum of 6 morAhs of erpec7ed usable conslrudlon Ilfe at a lem�rofwe roiqe af 0 to 120 degrees F. 2 Ensure 1/M pasts fo� sedlmenf fences ore l33 Ib/IJnear fI sfcel wlth a minimum leig7h of 4 f1.Make sure thof siee/pasJs hwe proJedlons lo facilffate fosVen/ng 1/e fobrlc. 3. For rel�arcemeni of stoiMarA strenglh flller (obrfc,use wl�e fexe wltA o mfMrtwm 14 gouge oM o moxlmum mesh spacing af 6 1�Aes. CONSTRUCTION l. Cwislrucf tle sedlmeN borrler of stonda�d sfrerglh or ex}ra sirenglh synthvtic fNfer fo6rlcs. 2. Ensu�e lA1f 7le lelght of Jhe sedimenf fence does rot exceed 18 lncfgs abae !Ae ground surface. lHlg/er fences may ImpounG vofumes of wate� sufflcfeN Jo couse fallure of de sfrucfu�eJ. _ . _..__. ..___......- -- _, FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO THE TRENCH STANDARD SILT FENCE OUTLET 3. Cans}ruct tAe fllter fabrlc f�om o contlnuous rWl cullo JAs lenpfh af �M 6orrfer to wold folnts. Wlen /oinfs ore necessary,secure/y foslen 1fs f!I/er c1WA anly at a suppor7 �.nst wqh ae�lop to !he neM posi. ie �'�r� r�s��5 �� a� wlre1 stod�r� � I lrch� secu�ey Jo ife upslope Exlend !le wl�e mesh supporl io M bopom of )ha irench ��or �le wlres. 5. Wfen a wlre mesh sup�r! fe�e !s useO.spoce pasts a moxlmum o� 8 fl apart. SuppoK pasJs sAould be d�fven secure/y !Mo fM ground 10 a Mnlmum of 1B lxl�s on !he davrulope slde of tAs lrexh su�fence S�aae or wlrertle�fllterffa�c diceciry�o �s.require wlre mesh 7. Excovole o irexh a�proxlmaleIv 4 lnclrs wlde oM 8 I�hes deep along !le proposed llne of pasts aM uqslope from fAe DarAe�. 8. Pdfust s�cing !o place pufs Nlow polnis along 1he fexe Ilne, 9. Backtll! ll� ��ench wfth crompacle0 soll a� grwel placed wer fAe flfler fobrlc. /0. �Do rroi olFach flBel fabrlc !o exlsting irees. NETAL STAKE J-HOOK DETAIL C0� % UOUS FENCE �� `� ��,Fy ` PLACE PoSTS tSTAKESJ ADJACEMTLY AND BIND AT CONSlRUL7lON TOP WITH W/RE. Use sll/ fence J-Nmk plocement os shnvn In p/ons ond as needeG to dlrect �un-off to s/lt ferre oullets an0 prevent accumu/allon and uMe�MN�q of s1/l fence. MF/NfENAIlCE InspeciJ-Haoks olleasioxe a week ond ofter eoch rolnfolL Moke oiry requfred repol�s lmmedlale/y. Remwe oll(encing moferials IncluOing J-Hooks and bring ihe o�ea ta qraCe ond sfaWllze !1 o(!er iM contrldAing d�alnage o�ea has Deen properry siabl/Ized. IL Fasfen sup�r/ wl�e ferKe fo upslope s/de o7' pufs, axlending 6/ncles In�o !fB trench. 12 A+lach cwdinuous /englh of fabrfc to upslope s/de of fence posls.Avofld Jolnls, s�rey p��sna� ae 1 p ot�� IMs are xce.ssory.fosten fobAc 13. AIlach wa�Mrg slgn (see Tree Prolecllon Detal!) fo fence wfnre fe�e !s loca�ed odJacen}to and In buffer a�eos.Warnfrq sfgn 1s lnclden}o/10 slllferxe. MAINTENANCE Mak�o� i�u/�ed r�Ir�lm da�fefs al leasf once a week oM afler each raln(oll. S a�ce �1 pr�p�ry. Repfo� ��lop�ry � days�(•da.rompose a 6�ome fimSf�tiva. Remove sedfinent Oepos/fs as necessory fa prwlde adequafe stwage volume for fle nexf raM ond fo �educe pressure on !fe fence. Take cora !o woiA unde�MNng the fenca du�ing deaiaN. Renave alf (exing ma�erlals aM unsfoble sedlment depqslfs ond Drl fhe area to grode oM stob/Uze it after iM conid6u71�q drolrage areo hos been� pro/�� stabUfzeA. PROJECT REFERENCE NO. SHEEf NO. 8-5417 EC-5 WW SHEEf NO. ROADWAY DESIGN ENGINEER \\\J�uuubq�� :°�D�QEFSSIO;y'•��'q''-, ' !¢ SEAL ': _ = ` 029876 � = ''%y j,y�J NE��F,`�'``, '�,, H . : �"��f W��S�„`" VARIOUS LINING CONSTRUCTION SPECIFICATIONS /n chonrrels, rol/ out strlps of netti� porallel to ti� dl�ection of flow and a✓er fhe protecilve mulch. CONSTRUCT/ON SPECIFICATIONS SYNTNETIC ROVING Use Norfh Amerlcan Green PS 300 permanent eroslon contro/ mariing or equivolent pro0uct opprwed 6y englneer. Synti�tic rwing Is wound Into a cyllndrlcol pockage so thol lt can be conilnuous/y wltMrawn from the center using o compressed o!r eJecfor. Rrning expor�s lnfo o mat or glass flbers as I! contacts tl� soll surface. lt ls often used wer a straw mulch buF must sti!! be tacked with osphalf. Spread roving unlformly over the area ot a role of 0.25 to 0.35 16/sq yd. AncMr wlth aspholf lmmediaJely after oppllcatlon,at o rafe of 450 gollons per ocre. - As o channe!llning,anG ototl�r slfes of concentrated flow,lhe rwing mat must 6e furfher anclpred to prevent underminl�. /t may be secured wlth stokes placed al lntervols no greoter fhan /0 ft olong tl� drolnageway.and randomly throughout Its wldth.but not more tlbn 10 ff opart. As on optlon to stoking, tl� rovlrn� con be burled to a depth of 5 lxles at fl� u�iade end and at Intervols of 50 f! alo� fl� length of fhe chan�l. NETS AND MATS Neis olone generolly prwlde lltlle molsture conservatfon beneflls and on/y llmlted eroslon profectlon. Tl�refore,ll�y ore usual/y used !n conJuxtlon wlth an orgonlc mulch such os st�aw. Except wl�n wood flber slu�ry !s used, netting s/bu/d o/ways be lnslal/ed ove� the mulch WooO flber moy be sprayed on fop of on Insialled nef. Mals,ixluding'exce/slor'(wood flberlblankets,are consldered proiective mulchVs ond may be used olone,on e�odJble soils,ond du�ing all times of tl� yeor. Place tle matfing !n flrm contoct with �he solland staple secure/y. �� • i i iZ!��i� ♦�♦ � � I � __ � �� •♦ �� - .�� INSTALLATlON Of NETTING AND MATTING Producfs deslgneC to confrol e�aslon slbuld be InstolleC In accorCance wlrh monufoctu�er's lnslrucflons. My maf or 6lonket-rype p�oducf used as a protective mulch shou/d provlde cover of ot /east 30% of fhe surface wl�re !t ls opplled. lnstallatJon !s 1llusiraled belovr. 1. App/y !lme,fertllJzer ond seed befoie lay/ng tl� nef or ma�. If open-weove netling is used,llme moy be Incorpoiated before lnsial/Ing fhe net ond ferli!lzer o� seed sprayed on ofierword. 2. SfaA loying tlx� net from tl� top of ilu ctbnnel or slope and unroll lt Qown the g�ade. Allaw netling fo lay loasely on tl� soll but withoul wrink/es-Do noi sfrefch. 3. To secure fhe net, bury fl� upslope end !n a slof or french no less tfnn 6 lnches deep,co✓er w!!h so!l,and tomp fl�m/y. Sfople the net every 12 lnd�s across fhe fop end and every 3 ff a�ound t1e edges and boftom. Wl�re 2 sfrips of net are laJd slde by slde,the odJacent edges sMulO be overlopped 3 lncf�s ond stapled together. Eoch strip of �fling sAwld also be stapled davn ihe center,every 3 f1. Do not stretch f1� nef when opp/ying stoples. 4. To Joln ivro sfrlps, cut o f�ench Io anch�r ihe end of t1e nevr net. 0✓erlop tl� end of tle prevlous rolll8 Inches,as slpwn below,and slaple every l2 Incies Just below th2 onchor slo1. MA/NTENAlJCE lnspect all mulches perlodlcolly, and after raJnstorms fo cf�ck for r!l! erosion,dlslocallon,or fallure.Wl�re eraslon !s obvserved,app/y addlflonalmulch.lf wosMiAoccurs.repalr the slope grode,reseed, ond relnsto!l mulchConilnue Inspectlons unlll vegetatlon !s flrmly esiobllshed. �, j � n � � 0 0 0 � � Y FLOATING TURBIDITY CURTAIN USE TH1S DEVICE FOR CONSTRUCTION OF THE PROPOSED BULKNEADS WITHIN THE EXISTING WATERWAY. MATERIAL AND INSTALLATION REFERENCES: NCDOT — °BMP'S FOR CONSTRUCTION AND MAINTENANCE ACTNITIES° (AUGUST 2003.PAGES 74 AND 75l SECTION 5.25 TURBIDlTY CURTAIN° �Mtp://www.ncdot.org/doh/ope�otlons/BMP�nonual/ download/BMP�fanual.pdfl 5.2 — Flow Diversion 5.2.5 Turbidity Curtain Purpose Used as insiream ero�on control flltration deviceto isolate Uie sVeambank work from the normal flow of the stream. This device is normally used in open waters fw containment in work zones. May also be used across channelswith very low flow for shwt- term work when anchored properly. Cond"Rions Where Practice Applies Conditions Where Practice Does Not APP�Y Construction ✓ When paforming work on a stream bank in a small localized area. ✓ 4Vhen the repair or construction activities will not require an extended period of time to complete. ✓ Across flowing streams. Turbidity curtains are not de�gned as prefabricated dams. The curtain should be made of a tighlly woven nylon, plastic or other non-deteriorating material. The material shall meet the following specifications: NorthCerolinaDepartmentofTranspatatlon BMPsforConstructlonendMain[enanceAc[ivitles � Augus[ 2003 Pege 74 Maintenance Typical Problems 5.2 - Flow Diveision Pro e Value Grab tensile strength 'md-370 Ibs. (1.65 Kn) *cd-2501bs. (1.11 Kn) Mullen burst strength 480 psi (3307 kpa) Trapezoid tear strength 'md-100 Ibs. (0.45 Kn) `cd-60 Ibs. (0.27 Kn) Apparent opening size 70 us standard sieve (0210 mm) Percent open area 4% permittivity 0.28 seo-1 'md — machine direction *cd —cross machine direction • Aflotation material with over291bs1ft. (43 kg/m) buoyancy shall support the curtain material. A 5/16 inch (7.8 mm) galvanized chain shall act as ballast for the floating curtain. Dual 5l16 inch (7.8 mm) galvanized wire ropes with a heavy vinyl coating shall be used as the load lines. • Inspect the curtain, flotation and ballast to ensure the work area is securely partitioned from the stream flow. • Remove accumulated sediment and debris. • Does not permanently remove sediment. . Improper anchoring of curtain on channel bottom. • Tidal flows requiring frequent repositioning North �Ceroline Depertment of Transportatlm BMPs for Construetlon end Maintenance AcfiNlies August 2003 Page 75 NCDOT SPECIAL PROVISION — "FLOATING TURBIOlTY CURTAIN° lhttp://www.ncdot.org/doh/operatlons/dp_chlef_eng/ roodside/soll_woter/pdf/Flootl�TurbldliyCurtaln.pdfl �e � .: �n . a �. Descrlptlon This work conslsts of furnishing a Float/ng Turb/dlty CurtoJn to deter silt suspension and movement of sl/t portic/es during cons�ructlon.Tie f/ooting furbldlly curfaln siall be constructed ot locatlons as dlrected. Moterlals The curtofn mote�lal shn// be made of o tightly woven nylon,plostic or otl�r nondeterloroting moterlal meeting fhe following speclflcatlons: Properiy Value G�ob tenslle strength =me-370 Ibs •cd-250 /bs Mullen burst stength 480 ps1 Trapezold tear strength =md-100 Ibs =cd-60 /bs Appo�ent opening slze 70 US stondo�d s/eve Percent open area 4% permittivify 028 sec—1 =md — machine dlrection •cd — c�oss machlne dlrectlon ln the event thot more firon one wldth of fob�ic Is requlred, a 6° overlap of fhe maferlol shallalso be required. Tl� curtain mate�lol sholl be supported by a flotatlon materlal having ove� 29 Ibs/ft buoyoncy.The floating curtain shall have a 5/l6" galvanlzed ch�in as ballast and dual 5/16' galvanized wlre ropes wlth o heavy v/rnl cooting as lood /lnes. Construction Methods The Cont�actor s/wll mointo/n t/� Flooting Turbldlty Curtoln In o sot/sfoctory condition . until !ts �emovol Is requesled by the Enginee�.The curtoln slall extend to tl� botlom of the Jurisdlctlonalresource.Ancho� the curtaln according to manufacturer recommendotlons. Meosurement and Payment Flootfng Turbldlry Curtaln wifl be measured and pald for as the actuol number of squo�e yords of curtain furnlsl�d os speclfled and occepted.Such prlce ond payment w)lI be fu!l compensotion for ihe work os descrlbed in lhls s�tlon lncluaing but notlimited to furnlshing o!lmateriols,tools,equlpment,and a!Ilncldentals necessary to complete tl� work. Payment w!l1 be made under: Pay ltem Flooting Tu�bldify Curtaln c 0 ti � � t � 0 0 0 0 'v u� e � � � '�; • t � 0 N � rrwca� secnor+ iEE OR �ND 0222114 cU� 9 pA4 B ,. �� %� Cdlfl�'IE 70 / ! � U18115Nfi9ED / �'3't�"� � �.-.., � eaan� � :.e.°:.; ;�:,� '`� `� _� _'� ^ �:'�y� _ _ _ - �`f`�c�i �/ � \� �/. � I � � I PLAN - lEE THRUST BLOCKS PLAN - BEND (gE N07E 1j ��L � OS VALVE 60% TOP IN UNPAVED sEcnaa w�n� ,� COVER 3/4' CHANFQ2 TPICAL ALL AROl1ND PAYEMENT FlNISHm gC710N GRAOE lv .8'.:::; ,`.::�•;;;; �:' :: �.: �.. : . . - m m . .;.�.::...� '........... 'v CENTER SECTIOFI 1RACER IENCTH /S RE00) MARE LOOP � MMKQt TME OVQi � FN71RE PIPELINE � � 7RACER X1RE �I GAlE VALVE AIEWANICAL .. TRACQt N1RE TAPm TO PIPE JOINT, TP. \� �\�� N 0 Ff SPAONC CANCREIE TME BAND BLOCK VALYE SUPPOR7 y�� BOX 0264000R i 12-Y BMS (SPA(iD AS 910MN) - rra�cw coxa� niRusr CCLLAR WN OF (A� INTO UNqSNRBE.D YA7FItlA1 ALL /JiOUXD Tf2FNW PROPOSEO HDPE et�vanoN HEAT Fl JqNT, • ''d '. . ' • . n• .' , .: a o. ��.. n. . � V' . � d� . `PROPOSED HDPE ° � • � �• � d a ECCFNTRIC RmUCa2 niausr croww s� oerN� ozasnea NOIE: SLOPE iRAN9ilON ASSEA/BLY AND PE WALL ANCHOfi SIZE PROPOSE➢ PIPINC UPWARD TO CANNECTION P� MANUFACNRE3iS Ni7H D05TIN0 PIPE TO PREVENT HIFH SPOT. RECOMNENOA710NS fiDPE TRANSI'f10N ASSEMBLY 025200� 1HRUST COLLAR P�E 9g % 6AfS Y BMS A B 8�-78' /5 H` 1'-4' 1'-T 4YR > /e /8 1'-B' 1'-e' 0222119R � � friH+ACiFD BAd61LL � � \ g1ECT BAf761LL YATFldl�l. (NO YA7EAIAL IARf�Ft 7HU1 2� CRU91m SfONE - 1/B RPE 0.�. BF10W NPE (1@L 67 Atm UP TO PIPE IODPqNT iYPE B �Z�� 2 YJ GA7E VALVE W/ BUR�D gANCE ACTUATON, 7YP, S� A1ID YATFHAL PFR WAllS � iNAWi NiRE � oia NOIE: NO QICASFIIENT NEp111�D FOR �ACE (REAIFA ifIAN 1Y � �/ � �� ' � �� ' /\��\ /\��%�\ \��j� \��\ PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPEUNE UNDER EmST PIPE 0222118 N VALOi BO% AIID S� AND W7EAIAL YMIQR TME FNME P� SfftEW TPE VALVE 80% PER PLANS W 1FE � �5� PkA PLANS SIXDQt ifUWi 9ZE AND NAIEPoAL � WRE AT 7EE 1RA�t WJiE 7APFD 70 PFA RANS TYP. vwE an� a�¢u�e /-�� YIN 10 Ff �ACMG HJ TFE oa�os - � -- � — — — a . _�. YJ GA7E VALYE W/ BUF�D YJ CAIE VAU�E gRNCE AC1UAlOR 5� PQt PLANS 1. CAIE VALVES SHALL BE RA1ED FIXt 250 P9 RESIl1ENT SEITED IN ACCORDANCE N7TH AWWA C515. 2 CONTRACTOR SHALL DE7EFtMWE 7HE WLTAGE OF ALL NEARBY unun uNEs �wu FaLow �u as� aEcuunoris 3 WAIERLINE IN5TALLAiION MUST BE IN ACCORDANCE X11H 1HE NCDOT POLIdES AND PRO(FDIIRES FOR ACCOAIODATINC U7R171ES ON HIqiWAY RIGHT OF WAY. 4. ALL BmDINC FOR DIRECT BURY PIPINC SHALL 6E 7YPE B, SEE . OETAIL 0222102 5. CONiRACTOR SMALL NOIIFY THE FlRE DEPARTMENT AND PUBLIC U1ILITIES PRIOR TO CLOSING VALVES IXi SHUTiWC OOWN WA7QiLINES OR H19RAN7S 6. CON7RACTOR SHN.L NOTIFY 7HE ENGINEER IMMEDUTELY SHd1LD M1Y FlF]D CON�I710N5 BE ENCOUN7FAE0 7HAT VARY FAOM 7HE INFORNA710N PRONDm IN iHE CONiRACT OOWMEN7S - 7. DENA710N FRqA iHESE PLANS K11HWT PPoOR NR21TfEN CANSQJT OF 7HE OWNQt OR ENtlNFER YAY BE CAUg FOR THE WORK TO BE UNACCFPTABLE & DEfECTOR TME AND N1RE IS REWIRFD FOR ALL BURIED PIPE e. CONiRACTOR SHALL PROVIDE A MEANS TO KEII' ALL NEW PIPINC ISOLA7ED FROM ElOSi1NG PIPING UN71L ALL. NEW PIPING HAS BEEM PPESSURE 7ES7FD, FLll91m, AND ACCEY7ED BY iHE CFPUA FOR SD2VICE CONiRACTOR SHALL RECONNECT ALL gRVICES � 10. CON7RACTOR SHALL. PLAN AND CON57ftUCT WORK SO AS iq GUSE MININUM INCONYENIENCE TO THE OWNQi AND PUBLIC. 7ME WN7RACTOR 51ALL PRONDE 7RAFFlC CONTROL AND EF�CT AND MAINTAIN AT ALL 71ME5 WPoNG 7HE PROGRE.4 OR TEAIPORARY SUSPENSION OF NDRK �11TABLE BARRIERS, FFNCES, 9CN5 OR O1HQi ADEWAIE PROlECTION, INCLUDING FUG MEN AND WATCHA�N AS NECESSMY TO INSURE TiE SAFETY OF 1HE PUBLIC AS Hfl1 AS 7HOSE EHGAGED IN 1HE CONSIRUCTON N9RK CONSTFtUCTION SICNAGE 91ALL BE IN ACCOROANCE N77H iHE LAIEST EUI110N OF 'CANS7RUCIION AND MAINIENANCE OPFRA710N5 SUPPLENENT 70 1HE MANUAL OM UNIFORII 7RAFFlC CONTROL DENCES' BY THE NCAOT. 11. THE CONTRAC70R 91ALL FURNISH AND INSTALL ALI. SHEE7ING aEauiRm r-ae nie iNsuu.�noN oF 1xe unun �u DfCAVA710N5 SIALL BE KEPT WI7HIN 7HE OESCNAlEO RIqiT-OF-WAY ANO/OR EASEMENT HiDhiS. IXCAVATION MITHIN PAVED MEAS SHALL BE KEPi 70 A NININUY. 7HE MNOMU4 TRENCH VAO7H5 91ALL BE IN ACCORDANCE N17H 7HE 'THEHCH IXCAVA710N LINITS' AS PROVIUm IN �ETAIL 0222110R SHEEIINC 91ALL BE INSTALLm AS REWIRm TO PROlEC7 E)OSfINC U1ILITIES MID STRUCIURES 12 BURIED 7ElEPHONE AND CAN CA9LE5 (FlBQt OP71CS AND WNVfN710NAL) ARE KNOWN TO VMY WE TO INSfALLA71�N 'fECHNI�UES. WNiRACTOR 91ALL COORUINA7E WORK N1iH CONFlJCTINC TELEPHONE AND CAN CABLES AS NECESSMY FOR INSTALIA710N OF 7HE PROPOSm WATER AND SElV6i. U1ILITY CWRDINA710N SHALL BE INCLUUm IN THE PROJECT SCHEDUIE AND IT IS 7HE EXPLIC7T RESPON991LIN � 7HE CONTRACTOR TO ASSURE 7HAT lHE PROJECT SGimULE INCUJD6 7HE NECESSARY RELOCATION. lHE CON7RACTIX2 91AIL NOT BE ENTTIED TO ADOI710NAL COMPENSA710N FOR 7HI5 COOROINAlION. 13. LOCATONS OF DOSTING SHOHN UiILI11E5 ME MPROXIMA7E. IT IS 7HE RESPON9BILltt OF iHE CON7RACTOP TO OETFRAUNE THE 9ZE, OEP1H, MA7EPoAL, AND LOCA710N �F ALL E)OSIINO UNDEftGRWND U711JTES PRIOR TO CANSIRUC710N AND TO TAKE YrtiATEVER S1EPS ME NECESSARY TO PRONDE FOR 7H�H PROTEC71W1. 7HE ENpNEER HAS AT7EMP7ED TO LOCA7E AND INOICAiE ALL DaS71NG U7ILITIES ON THE PLANS; HOWEVER, 7HIS INFOPMAlION IS SHOYM FOR 7HE CON7RACTOR'S CONVENIENCE ONLY. THE ENtlNEER AND 7HE ONNER ASSUNE NO RESPIXJ981LITY FOR iHE LOCATIONS OF U7WTIES SHONN OR N0T SHOWN. PRIOR TO �IGGINC ON OR OFF 517E, 7HE CONTRACfOR SIALL HAVE ALL U11L111E5 LOCAIED BY 'NC ONE-CALL' 1-BOo-eJ2-4848. 7HE COM7RACTOR SHALL CONTACT ANY U71Iltt CAMPANY XHOg U1R1T16 ME N0T LOCA7E0 BY 'NC Ot� CALL' FOR EXACT LOCAiION OF 7H�R U7W716 PRIOR 7O STAR7ING CONSiRUC710N. IT 3iALL BE 7HE SOLE RE4+ON99NT' OF 7HE CON'IRACTOR TO REPAIR AND/OR REPUCE- ANY AND ALL DAl1AGE MAOE 10 UTR17IE5 BY 7HE coNTRACTOR 70 EXI57ING CON�IlI0N5 AT THE WN7FiACTOR'S EXPENSE 11iRU5f BLOCX s� orw� oaszioe SECTION A-A NOT TO SCALE um wmmu • ALL JqNTS SHALL BE I�SiRA1NED 1911H NECALUC OR EOUAL RESiRAINT rwis tEE �u+n vuve es�r 1510901R3 4' DARE COUNTY SOUTH DOGWOOD TRAIL BI�IDGE CROSS SECTION / NDEX -L- (SOUTH DOGWOOD TRAIL) -�2- (TALL P/NE LANE) X-1 THI�U X-6 X-7 THR U X-8 � PROJ. REFERENCE NO. SHEET NO. ��U�uunqi STATE OF leTORT�I CAR4LINA 8-54�� X-1A ,.��,�.�AROU�.. oEFSs/0'~%.y � � . �4Q SEAL� �'� = Pr.iratiF,�ullSize PnniHalfSize ]�IVISION OF HIG�IWAYS = � = C�� KimleyHom P.o. eax 3�e =� 029876 `; � and Associates, Inc: r��sh, N.c: ns�os9� `•FyC� NE�Q'�,`�,' CROSS �ECTION SUMMARY '°" Tyfw ��s �°°� _ -,,,,,,��,,,,,, UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED EMBANKMENT EMBANKMENT EMBANKMEfVT" EIVIBANKMENT STATION EXCAVATION VOLUMES (CU. STATION EXCAVATION VOLUMES (CU. STATION EXCAVATION VOLUMES (CU. STATION EXCAVATION VOLUMES (CU. VOLUMES (CU. VOLUMES (CU. VOLUMES (CU. VOLUMES (CU. YARDS) YARDS) YARDS) YARDS) YARDS) YARDS) YARDS) YARDS) SECTION I SECTION I -L- -Y2- 11+15 0.0 0.0 10+37 0.0 0.0 »+25 0.7 0.5 10+50 2.7 0.1 11+50 4.0 2.2 10+60 3.4 0.4 ��+75 3.8 4.2 10+70 1.8 72 12+00 2.2 13.3 10+80 0.9 22.8 12+25 1.0 18.0 10+90 0.4 18.9 �2+z9 0.0 1.3 11+03 0.1 3.6 12+g1 0.0 0.0 13+00 0.0 31.5 13+25 0.1 59.7 13+50 0.4 32.2 13+75 1.0 19.1 14+00 1.3 7.9 14+05 0.1 0.3 Approxima4e quantitles only. Uraclassified excavation, borrow - excavation, shoulderborrowr, fine grading, clearing and grubbing, breaking of existing pavement and removal of existing pavement will be paid for at the lump sum price for "Grading". � X-7