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HomeMy WebLinkAbout17BP.7.C.17_65_PLANS_20171117.pdf•� � V � � O V See Sheet 9-A For Index of Sheets See Sheef 1-B For Sfandard Symbology Sheet 5�'s��'1� ��IF�' �����J�--1� �'s� I ' ��l�l��, -� I ��\'1y��1'�.�T��',� �1111" l�'�1��� \�'�Y ��'�19�� G UILFORD CO U1�lTY LOCATI011t: REPLACE PIPE #40 2112 ON SR 2735 (SOCKWELL RD) — 1.2 MI. E. JCT.11tC 61 TYPE OF WORK: GRADI11lG, PA VI11lG, SHO ULDER CONSTR UCTION, GUARDRAIL, F� CULVERT x � � �. / BEGIN PROJECT 17BPJ.C.17 '� -L- STA. 11 + 50.00 X —X � �--- -L- SR 2735 (SOCKWELL RD) :. � TO BALDWIN RD ` (SR 2736) � X X X X X� H� ��``' "�" � X^' � � � �y X ��1/ CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. H / � ti �i�� i END PROJECT 176P.7.C.17 -L- STA. 13 + 25.00 -L- SR 2735 (SOCKWELL RD) �� �o N ZZ � , � ��ro� � �,�✓ � � TO GIBSONVILLE � �i OSSIPEE RD -� �� �� (SR 1500) � i � � � PROP CULVERT -L- STA.72+50.00 I I � DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, VERTICAL ALIGNMENT, & VERTICAL STOPPING SIGHT DISTANCE. 65% PLANS PRELIMINARY PLAN3 DO NOT U9E FON CONSTRUCTION INC�MFLETE 1DLr+�NS DO VOT USE FOR RfW ACOUISITION DOCUMENT NOT CONSIOERED FINAL UNLE55 ALL SIGNATURES COMPLETED P�epored in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ��r����� USI NFRASTRUCTURE 20 l0 0 20 40 ADT 2016 = 540 TOTAL LENGTH WBS PROJECT 17BP.7.C.17 = 0.033 MI \�5�� � � OF CAROLINA, INC. �� ���P� V = 60 MPH �a� �°�.� 91�=.i� ARRUWPi�If�dT BLVD, ;U11t 2U0 ��' ° PLANS FUNC CLASS = LOCAL CHARi OTTE, NORTH CAROUNA 25273 r.s. � s 20 10 0 20 40 N.C. LIC'�ENS� # C-'I'_=150 srcNarunE: �o � 2018 STANDARD SPECIFICAT/ONS ROADWAY DESIGN �� � ENGINEER e PROFILE (HORIZONTAL) RIGHT OF WAY DATE: SANDRA P. HAYES, PE ��r ��a PXOJECT En'GINEER �� TWR��� 4 2 0 4 8 LETTIIVG DATE: KEITH A. SCHELL, EI PROFILE (VERTICAL) rxo�Ecr Dss,cN sxcrn�en P.E. S7GNATUItE: IIVDEX OF SHEETS SHEET NUMBER SHEET 1 TITLE SHEET 1-A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS 1-B CONVENTIONAL SYMBOLS 1-C SURVEY CONTROL SHEET 2A PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND IMPROVEMENT DETAILS 3 SUMMARY OF EARTHWORK, GUARDRAIL SUMMARY, RIGHT OF WAY AREA DATA, AND QUANTITIES 4 PLAN SHEET AND PROFILE SHEET TMP-1 THRU TMP-4 TRANSPORTATION MANAGEMENT PLANS PMP-1 PAVEMENT MARKING PLANS EC-1 THRU EC-5 EROSION CONTROL PLANS Db3ir1.I:��1�1i3���11L��Y]t�11,L�:�y�y1►� X-1 THRU X-5 CROSS-SECTIONS STA11tDARD DRAWIIVGS EFF. 01-16-2018 2018 ROADWAY ENGLISH STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are applicabie to this pro�ect and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.02 Method of Clearing - Method II 225.02 Guide for Grading Subgrade - Secondary and Local 225.04 Method for Obtaining Superelevation - Two Lane Pavement DIVISION 3 - PIPE CULVERTS 300.01 Method of Pipe Installation DIVISION 5- SUBGRADE, BASES, AND SHOULDERS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method 1 DIVISION 8 - INCIDENTALS 862.01 Guardrail Placement 862.02 Guardraillnstallation 862.03 Structure Anchor Units DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION 1205.01 Pavement Markings - Line Types and Offsets 1261.01 Guardrail and Barrier Delineations - Installation Spacing 1261.02 Guardrail and Barrier Delineations - Types and Mounting 1262.01 Guardrail End Delineation GEIVERAL 11lOTES GENERAL NOTES: 2018 SPECIFICATIONS EFFECTIVE: 01-16-2018 ���,��'� USI NFRASTRUCTURE ��� OF CAROLINA, INC. ��40 ARF:UWPQINT ���U. J�ITE 7L�U CFIAITLOiTE, NORTI-I GAROLIIVA :%__,_ N.C. LIC�FpJ'�E � C-19_�D GRADE LINE: GRADING AND SURFACING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE NPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE COND�TIONS. SUPEREVELATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01. GUARDRAIL: THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL. SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAIO FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE XXXXXXXXXXXXX XXXXXXXXXXX XXXXXXXXXXXXXXXXXX ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. PROJECT REFERENCE NO. I SHEE! NO. ROADWAY DESIGN ENGINEER PRELIMIN RY PLANS DO .�*OT I�SF, FO COVSTRI'CI'ION INC�MPLE E PLANS DO NOT CrSE FOR �! W qCOOTSITiON S1GA'AI'L'RE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line ---- ---- Township Line -- --- City Line - -- Reservation Line — — — Property Line Existing Iron Pin � Property Corner —x Property Monument � Parcel/Seq�ence Number i23 Existing Fence Line -x—x—x- Proposed Woven Wire Fence � Proposed Chain Link Fence B Proposed Barbed Wire Fence O Existing Wetland Boundary - - - -"�a- - - - Proposed Wetland Boundary •�a Existing Endangered Animal Boundary E^a Existing Endangered Plant Boundary Eaa Existing Historic Property Boundary �a Known Contamination Area: $oil -��--��-- Potential Contamination Area: Soil -�--�-- Known Contamination Area: Water -�--��-- Potential Contamination Area: Water -�-- �?<y-- Contaminated $ite: Known or Potential �' � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U�G Tank Cap O Sign � Well °w Small Mine 5Z' Foundation � Area Outline 0 Cemetery 0 Building � School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � , Jurisdictional Stream —�S ... — Buffer Zone 1 sz i Buffer Zone 2 az z Flow Arrow � — Disappearing Stream , — Spring p�__.._ J-.^ Wetland � Proposed Lateral, Tail, Head Ditch T�� False Sump � � ����'��1 ���' l�� lV-�O ll11Cll !C'�i1�`��SJ1Llll�J 1�`1� 1Lill �YV��ll��1��1 ��.J�' llllll�iJ7ll1� V'V' ri�l�ys� CONVENTIONAL PLAN SHEET SYMBOLS Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS.• Standard Gauge RR Signal Milepost Switch 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 fLW Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage /Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement � CSX TRMlSPoR7ATlON MI(EPo 35 0 $WITCH �- W 0 W � � �c�. .A. � --E-- E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with O Iron Pin and Cap Marker � ROADS AND RELATED FEATURES.• Existing Edge of Pavement --- Existing Curb --- 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 U/G Power Cable Hand Hole — H-Frame Pole U/G Power Line LOS B(S.U.E.*) WG Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) -- TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope 5takes Fill --- F--- Proposed Curb Ramp Crt Existing Metal Guardrail Proposed Guardrail T T � T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Eq�ality Symbol Q Pavement Removal � I�EGETfITIDN.• Single Tree � Single $hrub � Hedge Woods Line -`""""""`"-''''-' Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower WG Telephone Cable Hand Hole WG Telephone Cable LOS B(S.U.E.*) WG Telephone Cable LOS C(S.U.E.*) U/G Telephone Cable LOS D(S.U.E.*) WG Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) WG Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) WG Fiber Optics Cable LOS C(S.U.E.*) l�/G Fiber Optics Cable LOS D(S.U.E.*) f� €? Q {3 w�eYa�o CONC — � CONC WW I ` CONC HW �--------� � CB OO s • • O �� n �� f � O ❑O � HH WATER: Water Manhole Water Meter Water Valve Water Hydrant WG Water Line LOS B(S.U.E*) WG Water Line LOS C(S.U.E*) WG Water Line LOS D(S.U.E*) Above Ground Water Line rv: N Pedestal N Tower WG TV Cable Hand Hole WG N Cable LOS B(S.U.E.*) WG N Cable LOS C(S.U.E.*) WG N Cable LOS D(S.U.E.*) WG Fiber Optic Cable LOS B(S.U.E.*) lVG Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS: Gas Valve Gas Meter WG Gas Line LOS B(S.U.E.*) WG Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line L05 B(S.U.E.*) WG Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information » a/G WOter - — — — t V F 0 — — — iv FO 0 � ----�---- c A/G Gos � O ss AiG SaN+ory Sewer � • 0 � � ��,� 0 ust 0 � � AATUR E.O.I. NC GRID NAD 83 NA 2011 17BP. 7. C.17 S UR VEY C01�TROL SHEET � INDICATES CONTROL REBAR WITH CAP USED OR SET FOR HORIZONTAL PROJEGT BY CH ENGINEERING. DRAWING N�T TO SCAIl.E DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY CH ENGINEERING FOR MONUMENT "BL-100" WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 882732.9941ft1 EASTING: 1837310.112(ftl ELEVATION: 677.067(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT IGROUND TO GRIDI IS: 0.999974495 THE N,C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM '"BL-100"' TO -L- STAT(ON 11+50.00 IS N87°0'2"'W 64.73' ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 I : O GEORGE Y TEAGUE DB 4486 PG I855 E%i`. — — ^E —� �� 7p SR.2736 (BALDW�N R�l lT _ =�r_ — — � �� / PROJECT REFERENCE NO. l7BP.7.C.17 RNJ SHEET NO. SHEET NO. PRELIMINARY PLANS DO NOT I'SE POF CONSTIiU<'TION INCOMPLETE FLANS DO �OT USF. POR RP W.iCQU151TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / ' 1 N 87'39'43' E END PROJECT 17BP.7.C.17 e,P i1532' —Ir STA.13+25.00 N = 882761.9894 E = I837418.5864 Z 0 _ m Np flTH CAROLINA � u CONSERVATiON EASEMENT O � PB 185 PG 118 I `� W _ � � WITH� FL AGGING GEORGE Y TEAGUE � H s DB 4486 PG I855 � I � /', � �� ,�-_ , �� ;�.1 c� �� �� � � ;�- � � EIP F�P,. � � ��' — J w0005 �TiN6 a�w � GPS-3 PK NAIL � S/ � d � O � •. � • ON�� � — — PEE FD) � I 8 I/X &�CAP— .. �' '� — 1._J' � R/W'�X .. � � �-0-��� � OOD$ .. �� — � _ � =�� _ �� _ �� � �� ; �_ �— � �L=100 � ���---- ��■ r — — — i� � ��x WOODS � ��c /� .�� F CE �� � � � -��: _ —T— — —ix��X WjW EI.ECTR� x :�, �` - _ — — — — 3 TBM °2 EL=692.43' � — -- NC�L SET IN POWER P LE zq• BL-IOI � � � -�- 5 � O I X GEORGE Y TEAGUE I `� DB 4486 PG 1851 � �� �X BEGIN PROJECT I7BPJ.C.17 �, � —L— STA. Il + 50.00 ' � i� N = 882736.3812 �: % —6 INV=667.22 � � 0551 � — � L � TO SR.�500 (GIBSOIN�LLE _ _ _ _ _ REb�P p _ y � � _ — — — _ T � iTN g, n.. ,� 5�� _____— — a — ���oc w Ra zae ���� � T— — �_ f �� SR 2735 � _. _ — � ^' �� '� ����-a(j�'i— �%ISTING R/W � �5—� � �5`� � _ — — -= � �m WD POST � � � o Z �i '� �INV=667.�' '� 1 +� �� y, �� OI �WD POST x O -�' GEORGE Y TEAGUE � m TBM "I EL=684.43' DB 4486 PG 1851 NAIL SET IN 23" HICKORY wi-9 ��-I� WOODS g �\ �i�' \ WOODS 5i—i �� � w_t 1. 1 E = I837245.4702 , � `�1 / / `d� �X / "� ` � i �� \ / V, � , x � : 6 � \ BASELINE CONTROL j I �I Z 0 w -L- EX.TO EX. � EX. EX.TO VAR. 7'-0" 10'-0" +/- 10'-0" +/- 7'-0" VAR. � LJ �C�� GRADE C�� POINT , MATCH MATCH �P �E � V�R. EXISTING EXISTING�� V�R. 2�q F �P �____- ----- �M S EXIST. 2. �9.�- EXIST. GROUND --.f' � GROUND ��� � 5 ) � � ��� � � � �(T� U �T EX I ST. GROUND VAR. TYPICAL SECTION NO. 1 -L- STA. 11+50.00 TO 12+00.00 -L- STA. 13+00.00 TO 13+25.00 -L- EX � EX. 7'-0" 10'-0" +/- 10'-0" +/- 7'-0" VAR. 4�_p�� � � 4�_��� �� ��/�/� GRADE ��� POINT MATCH� MATCH I G AR. ,EXISTING ' EXISTING � VAR.� ____— --- 2.� —r�----- \\\�� ',J �T) TYPICAL SECTION NO. 2 -L- STA. 12+00.00 TO 12+23.00 -L- STA. 12+77.00 TO 13+00.00 -L- � VAR. 7'-0" 10'-0" 10'-0" 7'-0" VAR. 4'-0" � � 4'-0" � ( Cl ) ( W ) � Gw�,DE (,Cl ) POINT '0.08 VARIES VARIES � 0.08 ------ -----� EXIST. 21 GROUND ! j� �� ZF/�/ � / � u GRADE TO THIS LINE — TYPICAL SECTION NO. 3 -L- STA. 12+23.00 TO 12+35.00 -L- STA. 12+65.00 TO 12+77.00 EXIST. GROUND �EXIST. GROUND �� � � ��� GRADE TO THIS LINE -L- � VAR. 7'-0" 10'-0" 10'-0" 7'-0" 4'-0" � � 4'-0" � Cj iGRADE ""� POINT 0�_08 �, VARIES VARIES 0. EXIST. 21 GROUND ^ � � ,�), �.� ��T� GRADE TO THIS LINE — El �J TYPICAL SECTION NO. 4 -L- STA. 12+35.00 TO 12+65.00 � EXIST. PAVEMENT VAR. �I 2�1 � EXIST. �, i' s j �RouNo (T) \`—GRADE TO THIS LINE -L- WEDGING DETAIL Z p MILLING 'i' � ' 0' To 7.5" DEPTH ,- O j / PROP. SURFACE COURSE (1.5") r Ci��� % � � � �;� � Z Z ( V 1 PROP. WEDGING \ � O \ �5„ m U I I ' — — — — — — — — � — — — — — J � � ( U ) � EXIST. PAVEMENT ��W � NOTE: MIRROR FOR END CONSTRUCTION � MILLING DETAIL LINE FROM TO -L- 12+23 12+35 -L- 12+65 12+77 PROJECT REFERENCE NO. SHEET NO. l7BP.7.C.17 2A RNJ SHEET NO. ROADWAY DESIGN ENGINEER FRELIMIN Y PLANS DO tiOT USF, FO CONaTRtiCT10N INC�MFLE E PLANS DO IvOT 1�5E FOR ✓ W ACQI�ISITiON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMENT SCHEDULE C�I PROP APPROX 1 5" ASPHALT CONCRETE SURFACE COURSE TYPE 59 56, I AT AN AVERAGE RATE OF 168 LBS. PER SQ.YD. C^ PROP VAR DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9 56, L AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. E 1 PROP APPROX 11" ASPHALT CONCRETE BASE COURSE TYPE 825.OB, AT AN AVERAGE RATE OF 627 LBS. PER SQ.YD IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 625.OB, E� AT AN AVERAGE RATE OF 114 LBS PER SQ YD PER t" DEPTH TO BE PLACED W LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH. S SHOULDER RECONSTRUCTION T EARTH MATERIAL U EXISTING PAVEMENT V MILLING BITUMINOUS PAVEMENT 0" TO 1.5" DEPTH W PAVEMENT N/EDGING (SEE WEDGING DETAIL) NOTES: 1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. 2. EXISTING DITCHES NOT TO BE DISTURBED UNIESS OTHERWISE NOTED. ���,��'� USI NFRASTRUCTURE ��� \� OF CAROLINA, INC. ��40 ARF:UWPQINT ���U. J�ITE 7L�U CI�IAITL�iTE, NORTI-I GARQLIIVA :t_=,_ N.0 UCFPJSE � C-1�50 SUMMARY OF QUANTITIES THERMQPLASTIC EARTHWORK ASPHALT GUARDRAIL PAVEMENT MARKINGS TRAFFIC CONTROL ASPHALT ANCHOR ANCHOR WORKZONE REMOVAL OF INCIDENTAL BASE SURFACE PLANT UNIT UNIT 4" X 90 M 4" X 90 M WORKZONE SIGNS - UNDERCUT EX. ASPHALT STONE 0" - 1.5" COURSE, COURSE, MIX GREU GREU WHITE YELLOW SIGNS - BARRICADE BARRICADES SURVEY LENGTH WIDTH IXCAVATION BORROW PAVEMENT BASE MILLING B25.0B S9.5B PG 64-22 STRAIGHT TYPE TL-2 TYPE TL-3 THERMO THERMO STATIONARY MOUNTED TYPE III LINE MI FT (Cl� (CY) (SY) (TONS) (Sl� (TONS) (TONS) (TONS) (LF) (EA) (EA) (LF) (LF) (SF) (SF) (LF) -L- 0.033 20 - 550 - 50 54 50 20 4 - - 4 110 110 380 151 96 NOTE: APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION, BORROW IXCAVATION, SHOULDER BORROW, FINE GRADING, CLEARING AND GRUBBING, BREAKING OF EXISTING PAVEMENT, AND REMOVAL OF EXISTING PAVEMENT WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING". DRAINAGE & EROSION CONTROL 87" x 63" FOUNDATION CORRUGATED CONDITIONING EROSION EROSION MATTING PERMANENT RESPONSE ALUMINUMIZED MATERIAL, FOUNDATION GEOTEXTILE CONTROL CQNTROL SEDIMENT TEMP. 1/4" SPECIAL COIR FIBER FOR SOIL FOR ALLOY PIPE MINOR CONDITIONING FOR RIP RAP, RIP RAP, RIP RAP, RIP RAP, STONE, STONE, CONTROL SAFETY SILT HARDWARE STILLING IMPERVIOUS WATTLE EROSION REINFORCE- SEED 8. EROSION SURVEY ARCH STRUCTURES GEOTEXTILE DRAINAGE CLASSI CLASSII CLASS A CLASS B CLASS A CLASS B STONE FENCE FENCE CLOTH BASINS DIKE BARRIER CONTROL MENT MAT MULCHING CONTROL LINE (LF) (TON) (SY) (Sl� (TONS) (TONS) (TONS) (TONS) (TONS) (TONS) (TON) (LF) (LF) (LF) (EA) (LF) (LF) (Sl� (Sl� (AC) (EA) -L- 53 40 140 240 20 - - 15 55 125 140 200 870 380 2 45 - 950 - 0.5 3 "N" = DISTANCE FROM �GEOF LANETO FACE OF GUARDRA IL G= GATING IMPNCTATT9VUATOR TOTA L SHOULDER W IQTH = DISTANCE FROM EDGE OF TRA V EL L4 NE TO SHOULDER BREA K POINT. TY PE 350 FLARELENGTH=DISTANCEFROMLASTSECTIONOFPHRALLFIGUARDR4ILTOENDOFGUARDR4IL U RD IL UMM RY NG=NON-GATWGIMPACT W= TOTA L WIDTH OF FLA RE FROM BEGINNING OF TA PER TO END OF GUA RDRA IL ATT9VUATOR N PE 350 IMPACT '�N" ATTQJUATOR SINGLE REMOVE& LENGTH WARRANT POINT DIST. TOTAL FLARE LENGTH W ANCHORS rrPeaso FACED REMOVE STOCKPILE SURVEY SHOP DOUBLE APPROACH TRAILING FROM SHOULDER APPROACH TRAILING APPROACH TRAILING GREU TYPE CONCRETE EXISTING EXISTING LINE BEG.STA. ENDSTA. LOCATION TRAIGH CURVED FACED END END E.O.L. WIDTH END END END END TL-3 CAT-1 B-77 G NG BARRIER GUARDRAIL GUARDRAIL REMARKS -L- 12+00.00 13+00.00 LT 100.0' 12+00.00 13+00.00 4'-0" 7'-0" 50'-0" 50'-0" 1'-0" t'-0" 2 -L- 12+00.00 13+00.00 RT 100.0' 12+00.00 13+00.00 4'-0" 7'-0" 50'-0" 50'-0" 1'-0" 1'-0" 2 PROJECT SUBTOTAL 200.0' 4 LESS ANCHOR REDUCTIONS 200.0' 200.0' TOTAL DEDUCTIONS: GREU TL-3 @ 50' EACH PROJECT TOTAL 0.0' SUMMARY OF EARTHWORK IN CUBIC YARDS LOCATION UNCLASSIFIED UNDERCUT EMBANKMENT+/ BORROW WASTE EXCAVATION -L- STA. 11+50.00 TO 13+25.00 0 0 520 520 0 SUBTOTAL 0 0 520 520 0 WASTE IN LIEU OF BORROW SUBTOTAL 0 0 520 0 5% TO REPLACE BORROW 0 26 0 PRQJECT TOTAL 0 0 546 0 SAY 0 0 550 0 NOTE: APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION, BORROW EXCAVATION, SHOULDER BORROW, FINE GRADING, CLEARING AND GRUBBING, BREAKING OF IXISTING PAVEMENT, AND REMOVAL OF EXISTING PAVEMENT RIGHT OF WA Y AREA DA TA PARCEL TOTAL AREA AREA AREA TEMP. PERM. TEMP. TEMP. NO. PROPERTY OWNER NAMES pCREAGE TAKEN REMAINING REMAINING CONST. DRAIN. DRAIN. DRAIN. RT. LT. EASE. EASE. EASE. EASE. 1 GEORGE Y TEAGUE 825 SF GEORGE Y TEAGUE (WITHIN NORTH CAROLINA 1 CONSERVATION EASEMENT 1,579 SF TOTAL 2,404 SF PROIECT REFERENCE NO. SHEE! NO. ��eP�.cn 3 ROADWAY �ESIGN ENGINEER PRELIMIN RY PLANS DO .�*OT I�SF, FO fOVSTRI'CI'[ON INCOMPLE E PLANS DO NOT CryE FOR ! W qC0[�TSITiON DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �I Z O "> � Q N zz 8 0 O � 0 � O GEORGE Y iEAGUE OB 4�86 PG 1855 BEGIN PROJECT 17BP.7.C.17 —L— STA. 11 + 50.00 � TOE PROTECTION SEE DETAII A EST 10 TONS EST 30 SY GEOTEXTILE RESET 160 LF OF 48" WiW FENCE X� �/ � B /I i X REB, • EXISTING R/W � � WOODS — — ---- ---� -L- � � 4 o � O I+ +61 3 0' / / NORTH AROLINA CONSERVA ON EASEMENT PB 85 PG IIS � J/ % REMOVE CONCRETE / I I „ � � � � +13 � : � � 45' > ��. — � tlL-IUU --- T— — — — — — — — = ���F —\ , TO BALDWIN RD � GREU T�- �F - (SR 2736) — -��ST,N� R,W — — — — �— X X X X X� H� + 09 3 TBM "2 EL=692.43' W/W ELECTRIC FENCE NAIL SET IN POWER POLE 3O� WOODS �' GEORGE Y TEAGUE DB 4�86 PC iBSi 688 \ \ 684 __ _� { L._ 680 1' I TY � k� � LL 676 , -� � r.� 672 668 664 �� +56 53' I" PVC WITH FLAGGING J + ti N 30' OUTLET CHANNEL BANKS W/CLASS I RIP RAP SEE DETAIL B 3 EST 10 TONS � EST 15 SY GEOTEXTILE P �cp � � d � � � w000s RETAIN �`-' � CAP - IS' DIP srn . F �,° �I — �L � GREU TL-3 \ Q �` � N SR 735 (SOCKWELL RD) 20' BST � n b Q Q I vl �' I+ _ — - — GREU TL-3 _� — _ — — — - s� _ / 0�'�� 1=° R�� F + 84 I WD POST REMOVE 30' � , EX. 72" ATP � RETAIN � � � � +44 � � � 24' CEDAR� �` , � /�� �' 'N J �' �� / �J2,�� WD POST O � w , GEORGE r TEACUE 'V (� TOE PROTECTION O DB 4�86 PG 185i � STA. 12 + 50.00 —L— / � ,/• / � ~ EST �4E ONS CE ELEV. = 677.64� INLET CHANNEL BANKS /�I � �V EST 13 SY GEOTEXTILE m 87"xb3" CAAPA WKLASS I RIP RAP � SEE DETAIL B -��v�_, W/ HEADWALL & ENDWALL I � � EST 10 TONS S/-�f • SKEW = 95� EST 15 SY GEOTEXTILE I• � � ����� � 000s � I �i � , ��II I � TBM 'I EL=684.43' NAIL SET IN 23' HICKORY PROJECT REFERENCE NO. SHEE! NO. I7BP.7.C.17 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FRELIMIN RY PLANS DO �OT l'JE f0 CONS'CRUCT[ON INCOMPLE E FLANS DO �OT USF. POR iP W.iCQU151TION oare, izan:� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED '� GEORGE Y TEAGUE OB 4486 PG 1855 POT S1a.14+97J5 EXISTING R/W 3,� �FaF —L_ - — — — — — — — TO GIBSONVILLE OSSIPEE RD EXISTING R/W (SR 1500) � �_ _ —� 2 � END PROJECT 17BP.7.C.17 —L— STA. 13 + 25.00 STALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNl AREA STABILIZED AND ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. IC� STA. 12 + 50.00 -L- /� F � i i � � ELEV. = 677.64' - i- . . I_ . , ^ _ � / � I I, I- ,_ i �-H F � � � g7"x63" CAAPA W/HEADWALL & ENDWALL i 1 I I I I I�- ' I I /� f � � i_ i i { i : u� I SKEW=95° �. / �, �Y/Sj- � I I I, . r;- � i � • i I i' r / J6'1.3j � � ' �� ' � � �� ���- � / / INLET/OUTLET I�- � BEGIN GRADE EN� GRAD I Exlst"/I / T-� -,-. SILL & N�HA�NNE LEDETAIL B P! _ /2+3739 6� EX/ST �� STA19� EL - 674.02' STAI t77A0 (+1 � r, '�� 5�4i � � � ��— EXIST/NG GROUND PROPOSED GRADE- , , t-: , r-i i- - i i - _--- -- - - [! �_ DESIGN EXCEPTION REQUIRED �= FOR DESIGN SPEED, VERTICAL � ' ' AUGNMENT, 8 VERTICAL STOPPING SIGHT DISTANCE. 11 I�.I �I� ii. .::: r , ��-.' - - --- 12 EL= 678.09 � �r--�-' VC = 226.25' � I-'' OS =l �0 MPH / I I I X SECTION VIEW PROFlIE VIFN I � �� 1--- � � I� 1 YI 8]".63" CAAPA — I — � � �. ' '� � � � . � _�, _ _._ I {. . . I ' �' � I 'I 'i I' �I � � \ 1� r;_I I �7 Li� I = � u� -- -.. 1 @ 87"x63" CAAPA W/HEADWALL & ENDWALL � INVERT ELEV=666.0' 13 DETAIL A TOE PROTECTION ( Nor to smle) Q���et Natural ry� o��S��pe Ground b F � �d d = 1 Ft. 6= 2 FT. Geotextile Type ofLiner= CLASS B Rip-Rap FROM STA.71+86 TO STA.12+35 -L- LT FROM STA. 12 + 58 TO STA. 12 + 76 -L- RT 14 \ SILL INSET ] FMIN �/ CLASS I RIP RqP INLET & OUTLEf a` 1.5:1 OR FIATfER �TO TOP OF BANK / , H s�« SILL INSEf I N MIN SILL INLET 8 OUTLEf �� `L \ PIAN VIEW NOTES -SILL DIMENSIONS THE SAME C INLET AND OUTLET � � �:�, �� ,�� � � � � � -�= � �, � � � � � 0 �� ,, � ,� � , � � �f, �,, ,,li � �„ ° �-; � \� � 0 � c� �� � � � � � �� _ �, � r� � � � �L.I I— / � � � �� � �� o� � � � o� �;; � �, > � �� � �� i � c� Ui r � � � �= o �' i, ,� ��, �,� c> �_°r„ ���� � � ��w �, � �i� cr� � �-, ����� � � ��� ��� ��� �� ��� � � ���� ��� LOCATI011t: SR 2735 (SOCKWELL RD) — 1.2 MILES EAST OF JCT 1�C 61 TYPE OF WORI�: GRADII�G, PA VI11tG, DRAI11lAGE A11tD STR UCTURE DETOUR ROUTE c �� � o� O F /y�G � ��-�� `-=- ���r� G """"�' PREPARED FOR 111.C.D.O.T.- DIVISION 7 BY: ��� ��� ��5�/F NORrti ��y � � � y �v � �� C � �� -� — Q � F'�� �� �•�- � �� ,,,� � � — � � i �tl� � �,�t, � � � , � � 2 ���=-�' M.T. RZEPKA P.E. � �' � ,. � - M '��� �(�)'�� I�� --� � TRAFFIC CONTROL PROJECT E1VGI11lEER o Z J � � � -� � o 0� = ,�d �� I�� � , M. ULA, P. E. TRAFFIC C011lTROL PROJECT DESIG11t E11tGIN�ER ��?,, ���,� \ � � e- ' 2 ` Y. MAR I OTTE 1`�tiT se°'��o WORK Z011tE SAFETY £� MOBILITY TRAFFIC C0IVTROL DESIGIV E11tGI11lEER o�� TR�-� L "from the MOUNTAINS to the COAST" �� TRAFF�G I1�DEX OF SHEE TS SHEET N0. TMP-1 TITLE SHEET, AND LEGEND VICINITY MAP, INDEX OF SHEETS, TMP-2 LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS AND TRANSPORTATION OPERATIONS PLAN: MANAGEMENT STRATEGY GENERAL NOTES AND PHASING TMP-3 TMP-4 ��� DETOUR PLAN FOR SOCKWELL ROAD (SR 2735) CLOSURE ROAD CLOSURE SIGNS, DETOUR SIGNS AND SIGN DESIGN ICA LE GE1\lD GENERAL NORTH ARROW TRAFFIC CONTROL DEVICES BARRICADE (TYPE III) � TEMPORARY SIGNING � STATIONARY SIGN ICA Engineering, Inc. 5121 Kingdom Way, s��te �oo Raleigh, NC 27607 NC License No: F-0258 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DocuSigned by: APPR O VED: �'ti�.a�e T. ���a 01BC3480C26049D._. DATE: s�z9/zov �1�[IEIE`ll' 1�;�0. TMP-1 • � �_ �� ��� �� � � c�. -� � �� ; �, �� � �� �_, „ �� � � � � ; ��; ��, ��� , ;, _ � ; ,_ � �� �s� � � � < ��° � �� �` � � � � � � ,�; � � �� °�, -, � � �� ,' � � � > _, �_i �- � � 0 > ��'� � _ + _� �, �; �� �_- o n ��� �l� �� _ �' �°=>> c�., � := �Jw o, ��� � Q � cr_, � �-, R OAD WA Y S TAI�DARD DRA WI1�lGS THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS►► _ PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1101 .03 1101 .11 1110.01 1145.01 TEMPORARY ROAD CLOSURES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS BARRICADES GE1�lERAL 1�10 TES CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER. TRAFFIC PATTERN ALTERATIONS A) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. SIGNING : C) D) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS. PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN IN THE TRAFFIC CONTROL PLANS. COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION. COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE DETOUR WHEN THE DETOUR IS NOT IN OPERATION. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. MISCELLANEOUS E) MAINTAIN ACCESS TO RESIDENCES AND BUSINESSES AT ALL TIMES DURING CONSTRUCTION. ICA Engineering, Inc. ��� '�� 5121 Kingdom Way, Suite 100 Raleigh, NC 27607 NC License No: F-0258 MA 1�1A GEMEI�T S TRA TE G Y THIS PROJECT CONSISTS OF REPLACING AN EXISTING PIPE UNDER SR 2735 (SOCKWELL RD). DURING CONSTRUCITON, SR 2735 (SOCKWELL RD) WILL BE CLOSED AT THE CONSTRUCTION LIMITS AND TRAFFIC WILL BE PLACED ON AN OFF-SITE DETOUR ALONG SR 2736 (BALDWIN RD), SR 2737 (LUDGATE RD), SR 2739 (SUMMERDALE RD) / SR 1553 (GILFORD COUNTY FARM RD) AND SR 1500 (GIBSONVILLE-OSSIPEE RD). SR 2735 (SOCKWELL RD) WILL BE REOPENED TO 2-LANE/2-WAY TRAFFIC UPON COMPLETION OF CONSTRUCTION. PHA SI1�l G �� USING ROADWAY STANDARD DRAWING 1101.03 (SHEET 1 OF 9), INSTALL ROAD CLOSURE AND DETOUR SIGNS, CLOSE SR 2735 (SOCKWELL RD) AND DETOUR TRAFFIC (SEE TMP-3). 0 AWAY FROM TRAFFIC, REMOVE EXISTING CULVERT. 0 AWAY FROM TRAFFIC, CONSTRUCT PROPOSED CULVERT AND ROADWAY. AWAY FROM TRAFFIC, PLACE FINAL PAVEMENT MARKINGS AND MARKERS ON SR 2735 (SOCKWELL RD) AND OPEN ROAD TO TRAFFIC. �+`���:� REMOVE ALL WORK ZONE TRAFFIC CONTROL DEVICES. DocuSigned by: APPROVED: mti�l.a�E T t� a 018C3480C26049D_. Q \ O F � � (j �,,,,,,,,,,,, �,, F NORTy ti ROADWAY STANDARD DATE: 8/29/2017 ,,��o`��� CARp���,�� ;��� ° ��,� � '.`�:��F�SS/pN/9'�,' a �P �`�s � DRAWINGS & = � � SEAL 9�•� ' � � " EA� : ,58�6 ; � � a -� TRANSPORTATION s ,o :,� '�.,FN� ���,:' ��: o � � � ,,��...,�►"�... P,, '° � �� � OPERATIONS ,,,����iii�iii► ��`,,, �� ��T SP�� � ° °F TRPN `' P LAN DOCUMENT NOT CONSIDERED FINAL �� rRAFF�G UNLESS ALL SIGNATURES COMPLETED � Reed� �' - � --- -----� , �� ICA Engineering, Inc. ��� '�� 5121 Kingdom Way, s��te �oo Raleigh, NC 27607 NC License No: F-0258 PROJ. REFERENCE NO. SHEET NO. 17BP.7.C.17 - DETOUR ROUTE DocuSigned by: ?'�licitiaoe 7. � a 01BC3480C26049D... L7 iEAL ,,�����H' CA R p�� ���, :.�� ��: �F E S $1 p� ;�9 �i�: = '•�� SEAL 9l.� ' : 15876 : � : ��.,F �;�� : ' / ••.',�� I N � ..• .�' ,,,,,� �� i�L T. „����� ,, 1111 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOTES: SEE SHEET TMP-4 FOR ROAD CLOSURE SIGNS AND DETOUR SIGNS REFER TO RSD 1101.03, (SHEET 1 OF 9) FOR APPLICABLE NOTES O F �y � NORTy �y� c_ 0 � m -� O � � �F ti Z� T � F �F TRAFF�G � �� � � 2 v O "� � � Q � e-�` 2 T R PNSe O GO DETOUR PLAN SOCKWELL ROAD (SR 2735) CLOSURE �, o' 1, I � ��� � � � � � �� �� : �+� � ��, ��, 0 ,� ��� � ; ��,, �J � �i; � `„ �-, ; � ; � �_� �� � � � Q �_, �� �� � �' � � � � �� � � �� � � �� ,. o-, -; � � a� U� � � �� > � �, I 0 �, � 0 > � �_, 1-,, �� ��� o ��� �:� iJ � �— �— O �°��i C�l � r- ��W n ���/Q � m 11 �-; R11 -2 48" x 30►► TYPE III BARRICADE(S) A ' ROAD � CLOSED . AH EAD � w2 0-3 48" X 48" � U DETOUR AHEAD G R11 -3 60" x 30►► �:�t:� � w2 0-2 48" X 48" TYPE III BARRICADE : ' ROAD � CLOSED ,AH EAD. ��, / W2 0-3 `� 48" X 48" NEXT LEFT SP-4L 42" X 12" H R11 -4 60" x 30►► ROAD CLOSED TO THRU TRAFFIC DETOUR TYPE III BARRICADE C ' ROAD � CLOSED ,AH EAD. ��, / W2 0-3 `� 48" X 48" NEXT RIGHT SP-4R 42" X 12" I SIGN NUMBER:Sockwell Road BACKG COLOR: Fluorescent Orange DESIGN BY: mtr CHECKED BY: DATE• July 26, 2017 TYPE:STATIONARY COPY COLOR: Black pROJECT ID: 17BP.7.C.17 DIV: 7 . QUANTITY: SEE PLANS SYMBOL X Y WID HT SIGN WIDTH: 3'-0" HEIGHT : 2► _ �►► TOTAL AREA: 6.0 Sq.Ft. BORDER TYPE: INSET 3'-0" RECESS: 0.47" � WIDTH: 0.63" RADII: 1 .5" � ��j.�" r � ►r � �� NO . Z BARS : MAT L. 0. 080 ( 2. 0 mm ) ALUMINUM ; ������ �� 5 C LENGTH: � " ,� 3.s " Road 5��� USE NOTES: 1 2 ' � � 5.1" 1.Legend and border shall be direct applied black � � � non - reflective sheeting . � � � � � ��� �� 2. Background shall be NC GRADE B fluoresent orange BORDER 6.5�� 22.5�� 6.5�� retroreflective sheeting . R =1.5" TH =0.63" IN = 0.47" Spacing Factor is 1 unless specifiied otherwise LETTER POSITIONS �etter spacings are to start of next letter TexteLength S o c k w e 1 1 C 2000 6.5 3.4 3.2 3.1 2.8 5.1 3.2 1.6 0.7 6.5 23.1 R o a d C 2000 12 3.4 3 3.1 2.6 12 12.1 FILENAME: C16_tmp_detour_4 NORTH CAROLINA D.O.T. SIGN DETAIL M4-10R 48" x 1 g►► ICA Engineering, Inc. ��� '�� 5121 Kingdom Way, s��te �oo Raleigh, NC 27607 NC License No: F-0258 ' ROAD' CLOSED ,500 FT. � w2 0-3 48" X 48" Sockwell 3 6" X 24" '�.� D ETO U R M4-8 24" X 12" � M6-1 L 21" X 15" J Sockwell 36" X 24" END D ETO U R M4-8 A 24" X 18" L Sockwell '�.� PROJ. REFERENCE NO. SHEET NO. 17BP.7.C.17 TMP-4 ' ROAD ' CLOSED �000 FT. � w2 0-3 48" X 48" E 3 6" X 24" D ETO U R M4-8 24" X 12" � M6-1 21" X 15" K DocuSigned by: APPROVED: ?''7ti�.a�e T � a oN o F y�G 01BC3480C26049D.-. ���������►►►,, s� F NORTy � y DATE: 8/29/2017 ,,��o�.�� CARp�����, ;��� ° � o �� :,.�::o�Ess�o;�..9 -,: ° �� `�� ROAD CLOSURE SIGNS , . ' � y �' . `� y : ' � SEAL ! � : :r � � -.; = 15876 = � Z DETOUR SIGNS AND SEAL m , � : : � -� ° o �" �����F" ``���� '� °� � S I G N D E S I G N '�,� �� • ., G I N� •• P O�, �° '� � ' � ,,,���iii�iiii ����,� �� ��T NSQo�O O �F TRP DOCUMENT NOT CONSIDERED FINAL �F rRAFF�G UNLESS ALL SIGNATURES COMPLETED •� � V � � O V STATE OF 11�ORTH CAROLI11tA DEPAR TME1�T OF TRAI�SPOR TA T10111 PA T�EMEI�T MARI�II�G PLA1� G UILFORD CO U1�TY -� ROADWAY STA11lDARD DRAWI11lG �- THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. TITLE 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEME11lT MARKI11tG SCHEDULE TOTAL QUANTITY PAY ITEM QUANTITY SYMBOL DESCRIPTION BREAKDOWN PAVEMENT MARKING LINES THERMOPLASTIC (4", 90 MILS) 220 LF WHITE 110 LF TB YELLOW 110 LF � NC C'hID N�r' n� p�q =�?II E_ TO BALDWIN RD (SR 2736) 20 70 0 20 40 GRAPHIC SCALE -L- 12+23.00 —L— SR 2735 (SOCKWELL RD) � � PROJECT REFERENCE NO. SHEET NO. l7BP.7.C.17 PMP-1 ROADWAY DESIGN ENGINEER PRELIMINARY PLANS DO NOT [14E FOR CmN�TR[iCTIO.�* INC�MFLETE PLt1NS DO �oT USF. FmR ftAW ACOUISITION srcn:arnae: o.�i re, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. A) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE AS FOLLOWS: ROA� NAMF MARKTNf; MARKFp ALL ROADS THERMOPLASTIC PERMANENT RAISED B) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. C) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. D) PASSING ZONES WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY THE ENGINEER. I) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED IN LIEU OF EXTRUDED THERMOPLASTIC FOR STOP BARS, SYMBOLS, CHARACTERS AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID FOR USING THE EXTRUDED THERMOPLASTIC PAY ITEM. o i i SYMBOL AND PAVEMENT MARKING LEGEND TA WHITE (4", 90 MIL) Tg YELLOW (4", 90 MIL) 12+77.00 _� i i il � � � i i i —L— SR 2735 (SOCKWELL RD) TO GIBSONVILLE OSSIPEE RD —� (SR 1500) PLAN PREPARED BY: US Infrastructure of Carolina, INC. ��' �.�r`',� USI NFR.ASTRUCTURE \�5�� Sandra P. Haves, PE \�r/ OF CAROLINA, INC. Project Engineer �1��o n�Rov�oiNT B�vC�, SuiTE 20� Keich A.Schell,El Project Design Engineer �I�nR�oTTE, Nor�T�l �,ai��u��a �a27_, �v_c Li�;rN�,E y c-1a�o •� � V � O � � / k / /� � BEGIN PROJECT 17BP.7.C.17 '� a -L- STA. 11 + 50.00 � O N ZZ X -X -L- SR 2735 (SOCKWELL RD) � ' I � �� " l � I : (�) I � \ (�) i'� " [ � 1-1 � � �� I'� (�) I . I \ �� II�I ��1�1(�)\ (�)I� l-I l� il-I �`�.•� l"� ��' � �� : ��� � ► �� (� �'� ►�, ►'� (�� ►�' (�> � � �: ��� l-1 [ � i I-[ "� . �� l � 1 �: I'� (�) � I (�> \ � � (�) \ ' 1 ' I'� (�)1. ` I� \ • 1 1 � 1 ,I \// 1•� 1// \ ' \•�� \ • \• , � ` � � LOCATI011i: REPLACE PIPE #40 2112 ON SR 2735 (SOCKWELL RD) - l.2 MI. E. JCT. NC 6l TYPE OF WORK GRADING, PAVING, SHOULDER GUARDRAIL, F� CULVERT ' � ' \ V�'1 �� f/' % �� � \ � . _ -� X X X� �cA ��c,`c, , ; . � v � TO BALDWIN RD �v (SE2736) � X �� � '` t GRAPHIC SCALE �� IJ � I�I � PLANS � I 1 1� �.�' f l � PROFILE (HORIZONTAL) ` �) ii � PROFILE (VERTICAL) THESE EROSlON AND SEDIMENT CONTROL PLANS COMPLY W/TH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCT70N PERMIT EFFECT/VE AUGUST 1, 2076 AND ISSUED BY 'l'HE NORTH CAROL[NA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. Prepored in fhe Office of: I��,��� � US I�i USI NFR.ASTRUCTURE ��„� OF CAROLINA, INC. 914[� ARROWFUINT I�LVC7, `�UITE 2uu CHARLi�ITE, NORTH CAROL[I�IA '8273 N.C. LICEI�SE � C-19.50 Deslgned by: SANDRA P. HAYES, PE 3280 NAME LEY�L III CERT7FICATION NO. / /! +-J " ' � .�\ �' CONSTR UCTION, END PROJECT 17BP.7.C.17 -L- STA. 13 + 25.00 -L- SR 2735 (SOCKWELL RD) � � �� � I � I � I _ ' I PROP CULVERT � � -L- STA.12+50.00 i i TO GIBSONVILLE i i OSSIPEE RD -� � (SR 1500) � Reviewed in ihe Office of: ROADSIDE ENVIRONME11tTAL UNIT 7 South Wilmingeors Si. Raleigh, NC 27611 2018 STANDARD SPECIFICATIONS Revlewcd by: AARON HARPER STATB fl'AT6 PROIHCT 1161BRBNCB N0. SNEET SOTAL N0. tlEETS N��a IiBA.i.C.li EC�I RI'ATB PROI.NQ P.A.PROI.NQ D�CRIPf10N ER05ION AND SEDIMENT CONTROL MEASURES Scd_ A 12e�cripEi,a S�M6el 1630.03 �'=000�oP�@y SJe Im;��l�. _ ,e 1630.05 °I['eo„Naea�� 1Doder�so„ _ _ . . _ _ . , ,�o - 1605.01 '1[°emporaay Snle Fen�e - - - - - - - - - - - 1606.01 ��e.caa➢ ��diuoP�1 Co�troV I�e�o� _ _ _ _ 162R.01 �'e�„���mPq I�e�mes a�� �Vope �raens_ _ _ _ _ _ _ _ TI� � 1630.04 ��1� ��aso, 'lf'��e � � • 1633.01 '�'c�o,vo�a��➢ li�o�V� �Jt i'G�e�lk '�'r�e � � 'd'en,purae7� �Luo1� �i]E �,'Deeok "d'rPe'A� �fid6 � M�Imet���g m�od �olaaG�rl��nd�e Q�.��i � 1633.02 °lle.��APm�r I$mok 5s�r �hecl, i'�ne-�. . _ _ _' WanE➢e//�ed� 1FibeP Wa�k➢e... . . ... . . � _� - Wa�c9e,/��'�na �'nbep Wad�➢e O �s�� �m�ym�a���w��e ��.��r. . 16�.�1 �rmryommrD' �.oc�C �e.a�umeunit �sm ��ype't�. . . 163�.02 °Il°e��oPmey I$ock .�ie��a�rnt ]fDarn �f''�e-H$. � gg I�J.QI R,or� Q�igoe �u�et :ie�iuuirnt �'axp '1'ype�.�_ _ _ � I�JJ.Qi ��mc� �i�ne. �n�e.k .�ie.�ieeie.nt �'rm� �ype`�_ _ _ � i�o.a ��a�fl��R �eRam . . . . . . . � 1630.06 ��e��al�E;lB�ag�$asnu__________________� &80�7� I�.lei �ednme�,t Tr��: 1632.01 �YFe t� �i 1632.02 �'s�P � B 1632.03 V'��e C- C �kn��eP �ascn � �r';ere� s�o�me� �aF�ro � �a�i�G.rn�uoui �asiou . . . . . . . . . . . . . . . . . . . .� THIS PROJ�CT H�1S BC�V D�SIGNED TO SENSITIVL �VATERSHED STA:VDARDS. T1�vIRONMENTALLY S�NSITIVC ARl?A(S) EXIST ON "1'HIS YKOJN;CT Refer To E. G Special Pravuiores for Special Considerations. 2ois sTvvov� n�w�ncs Ro�Jway Stnndard Drueings THIS PROJECT CONTAINS EROSION CONTROL PLANS rox cLr,;�nvc �vn GRUBBING PHASE Oi CONS1'Rti C'1'ION. The fo0miing roadway english standardE as appexr in "Roadway SCandurJ Druwings'- Rondvcap Design Unit - N. C. Ucpartmcnt of'I'runspor[ution - Ruleigh, N. C., duted .lunuurv 2018 und thc lutest revison thereto are applicable m this projecr and by reference hereby nre considereJ a part o( these plwis. 1604.U1 Reilroad Erosioo Control Derail 1632.01 Rock Inlet Sedimenc Trap 'Pype A 1605.01 7'emporcan� Silt Pence 1632.02 Rock lnlet Sediment Trup 7'ype B 160GAI Special Sediment Control Fence 1632A3 Rock Inlet tiediment Trap 'P�pe C 1607.01 Gruvel Conxn•uetion F.ntranec I6i3.01 Temporary Rocl< Sdt Check Type 9 1622.01 7�emporaq' 6erms and Slope llrains �(;3.02 Temporary ltock Silt Check "C>Te B 1G30A1 Itiscr Basin 163�.01. 7'emporun� Roc4 Sediment Uum "fype A 1G30.02 Silt Basin Type B 1639.0? Temporury Rock SeJiment Dau� Type B 1630.03 "femporwy Silt Ditch 1G35.01 Rock Pipe Inlet Sediment Trnp Type A 1G3UA4 Stilling 6ttin 1635.02 Rock Pipe Inlet SeJiment Trup Typc R 1630.U5 l�emn�rary Uicersion 16#0.01 Coir Fiber Baflle 1630A( Speciul Stilling Busin 1G15.01 'femporury- Stream Cmcsing 1G31A1 �latting Instnllation PROJECT REFERENCE NO. I SHEEf NO. ILW SHEET NO. TEMPORARY ROCK SILT CHECK TYPE 'A' WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) SEDIMENT CONTROL STONE STRUCTURAL STONE EXCELSIOR MATTING A � PLAN �'� 2/3 CHANNEL WIDTH 1' MIN � � `� `��� � _ ��� �. EXCELSIOR MATTING SECTION A-A NOTES: INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. a PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN � A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH ROCK SILT CHECK. See Inset A INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. INSET A CLASS B STONE 1' MIN 12" ,��, � .�,� H = 2' MIN .� ,���D'���� �,, =, � � _ I , _� . _� . _� o � t , _ � _ SECTION B-B EXCELSIOR MATTING CLASS B STONE NOT TO SCALE �� �Y ����1V �1C' ���u� �'i' �i �.� ����� �� ����� �������� S OIL S TABILIZA TI01�1 TIMEFRAMES SlT E DESCRIPT l0/V ST ABILIZAT l0/V T lME T IMEFRAME EXCEPT l0/V S PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3�1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2a1914 DAYS ARE ALLOWEDe SLOPES 3olOR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTHe ALL OTHER AREAS WITH SLOPES FLATTER THAN 4el 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESa SOIL STABILIZA Tl�1�l S UMMAR Y SHEET MATTI11lG FOR EROSI0111 C011tTROL CONST LINE FROM TO SIDE ESTIMATE �SYJ SHEET N0. STATION STATION 4 —�— I I+50 I 3+25 �T 490 4 —I.— I I+50 I 3+25 KT 430 5U TOTA� 920 M I SGEI.I.ANE U5 MAT1 I N6 t0 8E I N51A l.E� A5 01 KE TEO 0Y 1HE N61 NEEK 30 TOTA� 950 5AY 950 PERMA1�E11tT SOIL REI11tFORCEME11tT MAT CONST UNE FROM TO SIDE ESiIMATE (SYJ SHEET N0. ST AT lON ST AT lON 5u TorA� A001 f I ONAI. 5PM TO 6E I N51AI,1.E0 TOTAI. 5AY N Z 0 > I � I � � � � � � � I I I I I I I I I I � � � � � � I �I I I GEORGE Y T�AGUE o� �+gs ac iess I � I I i BEGIN PROJECT 17BP.7.C.17 I –L– STA. 11 + 50.00 �� �' � � � � I Y � � � /� / � � / � � EXISTING R/rW � � � I 1 I ' I 1 I TOE PROTECTION SEE DETAIL A EST 10 TONS I EST 30 SY GEiTEXTILE IRESET 160 LF OF 48" WiW FENCE I ' �� .-����/ � ^ / NORTH AROLINA I CONSEPBA85 P�EABEMENT / I I -^ / REMOi E CONCRETE � \ � +13 Wi� � 45,'� - +62� � \ \ o�o.0 30� \ / — ' ��w000s I \- F / �k �k� � .� _ —� o- _ I — � � � o � � — L— � � x � i+ N 8� 35' 08J° E � � � \ � � �/ / � �� —�- --T_, �—=� �_ --�z \ � / � I' PVC / WITH FLAGGIfIG / � � � / � +56 /53' + 89 � 30' 1 � / f��R TO BALDWIN RD `� � ��\ I / � �� -�F'` —(SR 2736) --�,�T�N� R�W ��� T— � � � �— X X-- f X�—� X , H + 09 3/NAILBSETZIN EPOWER� OLE / / W�W E� CiRIC SENCE /� 3 O� � � / woc / / / / // / / 24' CEDAR / // � � _' � � � % � / � � � � � � �, � , � 4 STA. 12 + 50.00 –L– �_690� � � CE ELEV. = 677.64� / / INL T CHANNEL BANKS �� — Q 87"xb3" CAAPA � % W/CLASS I RIP RAP � � SEE DETAIL B � GEORGE Y TEAGUE � W/HEADWALL & ENDWALL � - oe +�ee ac �as� � EST 10 TONS ��— f• � / % SKEW = 95� � � � EST 15 SY GEOTEXTILE I � ' / l l I � ; / � b�b � / %/ � � � / \ i �,� / X % a / � / / 1 I ��_ -�, � / � � � - - / / /b 1^/ / C V I � , bv o/ �,� � � ,,� �----� � / �� `O `^D ry I �/ i � � � / / / ( � X `��-� ,� � _ / NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. u— �' J 2� �� a 20 4� ������ I� � GRAPHIC SCALE / i / / ! // � � � �� / i PROJECT REFERENCE NO. I SHEET NO. RNJ SHEET NO. DETAIL A TOE PROTECTION � Not to Smle) OUTLET CHANNEL BANKS � / / / � e� /WirLASS I RIP RAP F�o�; SEE DETAIL B / / // / Natural �°� S�°pe /3 EST 10 TON$ / / i/ / Ground , b , ry F�\ � EST 15 SY GEOTEXTILE / �-� � � p d � � � / � d = 1 Ft. � / / 6= 2 Ft. Geotextile / / // � Type ofLiner= CLASS B Rip-Rap �� � FROM STA.11+86 TO STA.12+35 -L- LT / % � / / / FROM STA.12+58 TO STA.72+76 -L- RT � � / M � � I I � O o I � � � � � � GEORGE r TEAGUE DB <486 PG i855 � WOODS / � 5� / I / , RETAIN // � / / � I i '.• - � - � I �/- �O � IS' OIP / /� / / n, /GREU TL-3 � \ \\ \� � I �o SR 2�735 (S�CKWELL RL�) 20' BSTj � � � N � � / �� �_ �+ -- GREU T � _ — �i`?�il..iF 111� I'\ I�-C I /� � 15 R�P i i + �$4 � WD POST � \ REMOVE 30 .I I . i I � 7 2�� A T P I� RETAIN I I I y � _ � � WD POST I � EORCE Y TEAGUE TOE PROTECTION I I O�OB «�6 PC �e5� SEE DETAIL A I I 1355Y G OTEXTILE I II I�NAI�B ET IINL238HICKORY I I I � I I I I �I � � � � � I � I II I I I � � � i17 .O �O `� �D �O � ` I� I 1 \ `- ��� \ EX. + 44 I 52' (_,� I � I ' V NOTE: NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS NPE - B PERIMETER EROSION CONTROL MEASURES SHALL BE AND TEMPORARY ROCK SILT CHECKS TYPE - A AT INSTALLED DURING CLEARING AND GRUBBING PHASE. DRAINAGE OUTLETS. NOTE: NOTE: UTILIZE TEMPORARY SEDIMENT BASIN OR SPECIAL STILLING ALL EROSION CONTROL DEVICES SHOWN ARE BASIN(5) AS STILLING BASIN WHERE APPLICABLE. LOCATED WITHIN EXISTING RNJ OR EASEMENT. DISTURBED AREA 12,870 SF E�ISTMG R/W I — —� — _ . N R9' �iFQ� F —�— � ( POT a.14+97J5 1 . 1 _ � ' / ) � / o / � � _ -� - - - T�/GIBSONVILLE � OSSIPEE RD r ExISTING �W (SR 1500) � � �-- — � � � � � � � END PROJECT 176PJ.C.17 ( I –L– STA. 13 + 25.00 I I II I INLET/OUTLET SILL & CHANNEL DETAIL 8 NOT TO SCALE X SECTION VIEW PROFILE VIEW I 8]"x63" CAAPA - I - � � \ SILL INSET T flMIN / CLA55 IRIP RAP INLET 8 OUTLEf (a 1.5:1 OR fIATfER TO TOP OF BANK / 1 fl SILL SILL INSEf 2 H MIN SILL INIET 8 OUTLEf �� �L/ � PLAN VIEW NOTES- -SILL DIMENSIONS THE SAME <o� INLEf AND OUTLET CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 N Z 0 N i CULVERTiPIPE PUMP—AROUND FLOW DIVERSION & DE—WATERING CONFIGURATION NOT TO SCALE FLOW — �LEAN WATER PUMP-AROUND PUMP IMPERVIOUS DIKE —, � � � /i \��� � TEMPORARY FLEXIBLE HOSE NLVERT —� � � � IMPERVIOUS DIKE WORK / AREA TEMPORARY \ � �' , /�— TOP OF BANK (TYP.) FLEXIBLE HOSE =� ��\ i� TOE OF BANK (TYP.) DE-WATERING PUMP iPECIAL STILLING BASIN � ��\\ \�-� 1 � STABILIZED OUTLEf DE-WATERING BAG _ �Y j' TO STREAM BANK � I� I I STABILIZED OUTLET TO � mi � �i STREAM BANK FLOW PLAN VIEW TEMPORARY SPECIAL TOP OF BANK FLEXIBLE HOSE � STILLING (TIE TO TEMPORARY BASIN — STABILIZED OUTLET) EXISTING � TERRAIN —� �� � �. FLOW GEOTEXTILE FOR DRAINAGE 8" OF SEDIMENT - i,� 15'-20' ��� 8' CONTROL STONE � SPECIAL STILLING BASIN AND TEMPORARY STABILIZED OUTLET PROFILE VIEW APPROXIMATE BASE FLOW WATER LEVEL —\ �;2, — SANOBAG /STONE /SNEET PILE / � � �- �����WORKWG FLOW � b .�e� *- ��. AREA 1, � ����� � ,,: � � �i� � -' � !>,.. ���i� � � —IMPERVIOUS MEMBRANE 9.5' IMPERVIOUS DIKE DETAIL SECTION A—A NOTES: 1. ALL CULVERT AND CHANNEL WORK INVOLVING EXCAVATION SHALL BE PERFORMED IN DRY CONDITIONS OR IN CHANNEL SEGTIONS ISOLATED BY IMPERVIOUS DIKES AND KEPT DE-WATERED. 2. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STA8ILIZED THE SAME WORKING DAY. 3. CIEAN WATER PUMP-AROUND PUMP AND HOSE SHALL ADEQUATELY CONVEY BASEFLOW. DE-WATERING PUMP SHALL ADEQUATELY DE-WATER THE WORKING AREA AT THE DOWNSTREAM IMPERVIOUS DIKE. 4. A GRAVIN-BASED SPECIAL STILLING BASIN (DE-WATERING BAG) SHALL BE USED TO COLLECT SILT AND SEDIMENT FROM THE WORK AREA DEWATERING. A TEMPORARY STABILIZED OUTLET DOWNSTREAM OF THE SPEGIAL STILLING BASIN MAY NOT BE REQUIRED IF THERE IS ADEQUATE AREA TO DIFFUSE THE EFFLUENT BEFORE RE-ENTRY INTO THE STREAM AND THE NATIVE STREAMBED MATERIAL IS DEEMED SUITABLE AT THE DISCHARGE LOCATION. 5. EFFLUENT FROM THE CLEAN WATER PUMP-AROUND MAY BE DISCHARGED DIRECTLY INTO A STA8ILIZED OUTLET (NO SEDIMENT REMOVAL DEVICE REQUIRED). IF THE NATIVE STREAMBED MATERIAL IS DEEMED SUITABLE AT THE DISCHARGE LOCATION, NO TEMPORARY STABILIZED OUTLET IS REQUIRED. 6. GEOTEXTILE FABRIC FOR DRAINAGE SHALL 8E USED UNDERNEATH ALL STONE PLACED FOR SPECIAL STILLING BASINS AND TEMPORARY STABILIZED OUTLETS. 7. IMPERVIOUS DIKES SHALL BE CONSTRUQED TO ISOLATE THE IN-STREAM WORKING AREA AND SHALL NOT PERMIT SEEPAGE OF WATER INTO THE CONSTRUCTION SITE OR CONTRIBUTE TO SILTATION OF THE STREAM. ACCEPTABLE MATERIALS FOR IMPERVIOUS DIKES ARE SAND BAGS, STONE, OR SHEET PILES. USE OF SAND BAGS OR STONE SHALL REQUIRE THE USE OF AN IMPERVIOUS FABRIC MEMBRANFiGEOTEXTILE . CONSTRUCTION SE UENCE PROJECT REFERENCE NO. I SHEET NO. RNJ SHEET NO. F'RELIMINARY PLANS DO VOT l'SE FOR CONSTRUCTION INCOMPLETE PI,ANS 00 NOT I�SE POR R! W A('Q[JISITiON DOGUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2� 10 0 20 40 GRAPHIC SCALE 1. INSTALL TEMPORARY SEDIMENT CONTROL DEVICES: PERIMETER EROSION CONTROL, SAFETY FENCING, AND JURISDICTIONAL FLAGGING. 2. INSTALL SPECIAL STILLING BASIN (DE—WATERING BAG) AND TEMPORARY STABILIZED OUTLET(S) AT THE DOWNSTREAM END OF THE WORKING AREA. REFER TO STD. DRAWING 1630.06. 3. INSTALL CLEAN WATER PUMP—AROUND PUMP(5) AND TEMPORARY FLEXIBLE HOSE(S). 4. INSTALL UPSTREAM IMPERVIOUS DIKE(S) AND BEGIN PUMPING (CLEAN WATER EFFLUENT) DOWNSTREAM TO TEMPORARY STABILIZED OUTLET. 5. INSTALL DOWNSTREAM IMPERVIOUS DIKE(S), DE—WATERING PUMP(S), AND TEMPORARY FLEXIBLE HOSE(S). 6. DE—WATER THE WORKING AREA, AS NEEDED FOR CONSTRUCTION, INTO THE SPECIAL STILLING BASIN AND TEMPORARY STABILIZED OUTLET. 7. PERFORM REQUIRED EXCAVATION FOR PROPOSED CULVERT(S) INCLUDING REMOVAL OF EXISTING CULVERT(S). 8. CONSTRUCT PROPOSED CULVERT(S), HEADWALL & ENDWALL (AS REQUIRED BY PLANS), BACKFILL, CHANNEL IMPROVEMENTS, AND PROPOSED ROADWAY PER PLANS. 9. UPON COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCUMULATION BEHIND IMPERVIOUS DIKES. 10. REMOVE DOWNSTREAM, THEN UPSTREAM DIKE(S), ALL PUMPS, HOSES, AND STABILIZED OUTLETS. ALLOW FLOW THROUGH NEWLY CONSTRUCTED CULVERT(S). 11. PREPARE AND STABILIZE SLOPES AND ALL OTHER DISTURBED AREAS. AREAS WITHIN JURISDICTIONAL WATERS SHALL BE RESTORED TO THE PRE—PROJECT CONDITIONS. 12 UPON STABILIZATION OF ALL DISTURBED AREAS, REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES. Nore: ALL EROSION CONTROL DEVICES SHOWN ARE LOCATED WITHIN EXISTING 2W OR EASEMENT. �I Z O w TOE PROTECTION SEE DETAIL A EST 10 TONS OEST 30 SY GEOTEXTILE I GEpBOR4G�E�vPGEA855E RESET 160 LF OF 48" WiW FENCE BEGIN PROJECT 17BP.7.C.17 �� -L- STA. 11 + 50.00 �/ / � / NORTH AROLINA CONSERVA ON EASEMENT PB 85 PG 118 � J/ REMOVE CONCRETE I� �� +13 � � 45' <-, - n B /� +62 / X RECAP 3O� EXISTING R/W � w000s F -- — — — — — — — — — — — — — ./. _ _ .�� � GREU —L— � � � 8P 35� oar� E o m o i� _ _ _ _ — — — — — ^ BL-100 — T — — — — — s� TO BALDWIN RD � F �- F • (SR 2736) _ –�� T�N� R,W — — __ — _ �- X X X X X� H� + 09 3 TBM "2 EL=692.43' W/W ELECTRIC FENCE NAIL SET IN POWER POLE 3O� WOODS 24' CEDA � � STA. 12 + 50.00 -L- —/ C� ELEV. = 677.64' 0 87"x63" CAAPA CEORCE Y TEAGUE W/ HEADWALL & ENDWALL OB �486 PG 1851 SKEW = 95� NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. PROJECT REFERENCE NO. SHEET NO. l7BP.7.C.17 EC-5/CON� RNJ SHEET NO. 20 10 0 20 40 GRAPHIC SCALE r PVC OUTLET CHANNEL BANKS WITH FLAGGING W/C�p,SS I RIP RAP SEE DETAIL B 3 EST 10 TONS � E5T 15 SY GEOTEXTILE P +56 53' + 89 - �� 30� W000s � RETAIN S N, ��I15'DIP _ y � — — — GREU TL-3 \ \ Q � � � ti SR 2735 (SOCKWELL RD) 20' BST � n 87" x 6 CAAPA o � I �° �'& EW �* _ — GR�T \ — _ _ — .:: S 15° RC? �� S/ ; 1 � �/ / ' •�� INLET CHANNEL BANKS � W/CLASS I RIP RAP SEE DETAIL B � ����_� EST 10 TONS J%- 5•' EST 15 SY GEOTEXTILE I � � I .� 1�1 I X �%– - �� m � I / "���� :i F = � + 84 I WD POST , REMOVE 30 °� • EX. 72" ATP � RETAIN +44 � n J�Z�� WO POST O GEORGE Y 7EAGUE ^/ w� TOE PROTECTION O D8 <�86 PG i85i v . r SEE DETAIL A EST 4 TONS 13 SY GEOTEXTILE T8M "I EL=684.43' NAIL SET IN 23' HICKORY Nore: Place Matting for Erosion Control ALL EROSION CONTROL DEVICES SHOWN ARE OIl SIOp@ as Work Allows. LOCATED WITHIN EXISTING WW OR EASEMENT. 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