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Home My WebLink About20181317 Ver 1_Macon County - B244 - Final Plans_9/28/2018 1:48 PMSee Sheet � A For I ndex of Sheets See Sheet � B For Standard Symboloqy Sheet � � � �� )� �,�� /dJ� �I �J� �_ �' � J� J��I �� LOCA TI01�: BRIDGE #244 O T�ER 1�OR TH FORI� C4 WEETA CREEI� 01� SR lll4 (SHOPE RD) TYPE OF WORK: GRADII�G, PA VI1�G, DRAII�AGE, � STR UCTURE RF.(�TN PRnTF.('T i,vR.c 17RA 1� R IFI E11tD PROJECT WBS 17BP.14.R.161 �� \ ��S I � � o / z, a v` N O � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH PLA11�S PREPARED Fox THE NCDOT BY: HYDRAULICS \\,,,,�� ARo�;,,.,,,, ST� T STV Engineers, Inc. E11tGI11tEER `.� �o.• FEss��j;�9 %_ 1 V 10� �00 West Trade St., Suite 715 � ��Q�� 'q�'•� % C�CI'/'l/i �harlotte, NC 28202 = SEAL 20 10 0 20 40 ADT 2012 = 120 LENGTH OF ROADWAY PROJECT WBS I7BP.I4.R.161 = 0.066 MILES Nc �'�Pnse Numbe'� F-og" � 040590 •\ �� o� �o�p� �� ADT 2 02 5= 2 40 2018 STANDARD SPECIFICATIONS �'S'i �' FNGINE��' �� `�p �� PLANS LE11tGTH OF STRUCTURE PROJECT WBS 17BP.14.R.161 = 0.006 MILES �'%,�S,yq�T;�S�� D HV = N/A �,,, 20 10 0 20 40 TOTAL LE11tGTH OF PROJECT WBS 17BP.I4.R.161 = 0.072 MILES SIGNATURE: � o D= N/A RIGHT OF WAY DATE: NIKKI T. HONEYCUTT, PE ROADWAY �,,,,��►,,, � � T = 6% NOVEMBER 30� ZO� 7 I'ROJECT ENGINEER DESIG11t ``��H CARO��Nq,��i �cz�p ooQQ�` PROFILE (HORIZONTAL) _ E1�GINEER ; ?�oFEss��,�y<:. = °,� ��Q��Q v - 3o MPH = SEAL = 4 2 0 4 8 NCDOT CONTACT: �OSH DEYTON, PE LETTI11lG DATE: h�1AAMOON K. ABDELAZIZ :: 039234 :\ FUNC. CLASSIFICATION: OCTOBER 11 ZO22 I' R O J E C T D E S I G N E R . i �VG E��"�� Division Bridge Manager ' �'��`�� r••�N••�yc��,.�� PROFILE (VERTICAL) SUB REGIONAL TIER %, Ho�+ ,,�� P.E. SIGNATURE: � I1�DEX OF SHEETS SHEET NUMBER 1 1A 1B RW01 RW02C-1THRU RW02C-3 RW02D-1 RW03E-1 RW04 2A-1 2B-1 2C-1 THRU 2C-2 38-1 4 TMP-1 THRU TMP-5 PMP-1 EC-1 THRU EC-8 RF-1 UO-1 THRU UO-2 X-1 THRU X-10 C-1 THRU C-3 SN SHEET TITLE SHEET INDEX OF SHEETS. GENERAL NOTES, AND LIST OF STANDARD DRAWINGS CONVENTIONAL SYMBOLS SURVEY CONTROL TITLE SHEET SURVEY CONTROL PLANSHEET PROP ALIGNMENT SHEET RIGHT OF WAY CONTROL SHEET RIGHT OF WAY SHEET TYPICAL SECTIONS SHEET DETOUR SHEET ROADWAY DETAILS SUMMARIES SHEET PLAN AND PROFILE SHEETS TRAFFIC MANAGEMENT PLANS PAVEMENT MARKING PLANS EROSION CONTROL PLANS REFORESTATION DETAIL SHEET UTILITIES BY OTHERS PLANS CROSS-SECTIONS CULVERT PLANS STANDARD STRUCTURAL NOTES GENERAL NOTES: GRADE LINE: GRADING AND SURFACING: CLEARING: GEI�ERAL 1��TES 2018 SPECIFICATIONS EFFECTIVE: 01-01-2018 THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL 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 ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. N0. 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. N0. 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 MATERIAL. RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT IN ACCORDANCE WITH SECTION 801 OF THE 2018 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. SUBSURFACE PLANS: SUBSURFACE INFORMATION IS AVAILABLE ON THE STRUCTURE PORTION OF THIS PROJECT ONLY. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. UTILITIES: UTILITY OWNER ON THIS PROJECT IS FRONTIER COMMUNICATIONS. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. EXCEPT AS SHOWN ON THE PLANS. STAI�DARD DRA WI1�GS 2018 ROADWAY ENGLISH STANDARD DRAWINGS EFF. January. 2018 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 applicable to this project and by reference hereby are considered a part of these plans: STD. N0. TITLE DIVISION 2 - EARTHWORK 200.02 Method of Clearing - Method II 225.02 Guide for Grading Subgrade - Secondary and Local 225.04 Method of Obtaining Superelevation - Two Lane Pavement DIVISION 5- SUBGRADE, BASES AND SHOULDERS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 8 - INCIDENTALS 862.01 Guardrail Placement 862.02 Guardrail Installation DIVISION 11 - WORK ZONE TRAFFIC CONTROL 1101.01 Detail Drawing for Two-way Undivided Work Zone Warning Signs 1101.02 Temporary Lane Closures 1101.04 Temporary Shoulder Closures 1101.05 Work Zone Vehicle Accesses 1110.01 Stationary Work Zone Signs - Mounting Height 8 Lateral Clearance 1110.02 Portable Work Zone Signs - Mounting Height 8�Lateral Clearance 1130.01 Drum 1145.01 Barricades - Type III 1150.01 Flagging Devices DIVISION 12 - PAVEMENT MARKINGS+ MARKERS AND DELINEATION 1205.01 Pavement Markings - Line Types and Offsets 1261.01 Guardrail and Barrier Delineators - Installation Spacing 1261.02 Guardrail 8 Barrier Delineators - Types and Mounting 1262.01 Guardrail End Delineation DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT 1605.01 Temporary Silt Fence 1607.01 Gravel Construction Entrance 1630.06 Special Stilling Basin 1631.01 Matting Installation 1633.01 Temporary Rock Silt Check Type A 1633.02 Temporary Rock Silt Check Type B BDUNDARIES AND I'ROPERTY.• State Li ne ---- -- County Line — Township Line City Line - Reservation Line - Property Line Existing Iron Pin � Computed Property Corner � Property Monument 0 Parcel/Sequence Number i23 Existing Fence Line -X X X- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary WLe Existing Endangered Animal Boundary EQB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �' ' S �'n - Potential Contamination Area: Soil -� S �- Known Contamination Area: Water - �' —W— �' - Potential Contamination Area: Water -�� W �� - Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° W Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir �_ _ � Jurisdictional Stream �S — Buffer Zone 1 Bz � BufFer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream ; --- --- Spring �'��-�_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump �� 1� �� 91�� ' �� RAILROADS: Standard Gauge - RR Signal Milepost Switch RR Abandoned — RR Dismantled — Note: Not to Scale *S. U.E. _ CSX TRANSPORTAT/ON O MILEPOST 35 0 SWITCH i i i i RIGHT OF WAY � PROJECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point 0 Primary Horiz and Vert Control Point � Exist Permanent Easment Pin and Cap �� New Permanent Easement Pin and Cap O Vertical Benchmark � Existing Right of Way Marker 0 Existing Right of Way Line - New Right of Way Line R New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite R1W Marker New Control of Access Line with Concrete CJA Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement � .. i� � � .. in� � "�' �J— �c� �A, c E E TDE PDE DUE PUE TUE AUE ROADS AND RELATED FEATURES: Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATI0111• Single Tree Single Shrub m � i �♦�♦�♦�♦�♦�III � � Subsurface Utility Engineering Hedge Woods Line Orchard Vi neya rd EXISTING STRUCTURES.• MAJ O R: 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.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS 6(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC J ��N� WW I � CONC HW �--------� � CB O -s � � O a � HH WATER: Water Manhole Water Meter Water Valve Water Hyd ra nt U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G 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 LOS B(S.U.E.*) U/G 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 W A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO OO O ss A/G Sanitary Sewer — — — —FSS— — — - — — FSS — — FSS • 0 0 a 7UTL 0 usr 0 � m AATU R E.O.I. •, � �� J� �� 9 �� J� ��`�' ��9 �� 9 J� �� I� �� `�' �� 1I� �� LOCA TI0111: BRIDGE #244 O VER 1�lOR TH FORK CO WEETA CREEK 01� SR 1114 (SHOPE RD) TYPE OF WORK: GRADII�G, PA VI1�G, DRAI11lAGE, � STR UCTURE BEGI11l PROJECT WBS 17BP.14.R.161 -L- STA.11 + 70.00 �GIN CONSTRUCTION -DET - ST A. 11+46.85 BEGIN CONSTRUCTION -L- STA. 11 +46.53 -L- SR 1114 (SHOPE RD.) BEGIN CULVERT �- STA. 13 + 86.42 END CULVERT -L- STA. 14 + 15.58 -DET - E11tD PROJECT WBS 17BP.14.R.161 -L- STA.15 + 50.00 END CONSTRUCTION -L- STA. 16 + 2 7.12 END CONSTRUCTION -DET - STA. 16+22.59 To t� S ¢¢I � o` � w v1 N O � DA T UM DESCRIPTION Prepared in the OffTce of: THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT DI VISI01� OF HIGHWA YS GRAPHIC SCALE IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY o� a o a p�y 1000 Birch Ridge Dr., Raleigh NC, 27610 PROFESSI011lAL LA11lD � N CD O T F O R M O N U M E N T �� G P S- 1 0 1�� 2017 STANDARD SPECIFICATIONS SURVEYOR Q Q� ��° 50 25 0 50 100 W I T H N A D 8 3/ N A 2 0 1 1 S T A T E P L A N E G R I D C O O R D I N A T E S O F �, �o NORTHING: 510,257.351(ft) EASTING: 680342.647(ft) o � ELEVATION: 2162.96(ft) � � PLANS THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT RIGHT OF WAY DATE: a � GROUND TO GRID IS: .99977869545 DOCUMENT NOT CONSIDERED FINAL �� NOVEMBER 30, 2017 UNLESS ALL SIGNATURES COMPLETED THE N.C. LAMBERT GRID BEARING AND �'� �� LOCALIZED HORIZONTAL GROUND DISTANCE FROM . �'� o� � D p��Qo� GPS-101 TO -L- STATION 11+70.00 IS LETTI11lG DATE. � N 69^23'.08"W 1879.92(ft) OCTOBER 11, 2022 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 SIGNATURE: DATE: NC GRID NAD 83 NA 20 E�� v , NCDOT BASELINE MONUMENT (BUl) LOCALIZED PROJECT COORDINATES N = 510, 828. 5057 E = 678, 5313.4698 ELEV. = 2,217.51' S UR T�EY C01�lTR�L SHEET W/EXISTI11tG CEI�TERLII�E ALIG11tME1�TS PRIOR TO C01�STR UCTI01� ��r�, `�S � ;yOPE ��-� '.��- �; _ � . s, � � '�5�--�SHOPE ��``� - ��--N�RTH FOR�JS� �` — �,�: _ �_ NCDOT BASELINE MONUMENT (BL-3) LOCALIZED PROJECT COORDINATES N = 510, 850. 3512 BM-2 � E= 678, 869. 5736 ELEV. = 2,193. 46' � ELEV. = 2,195. 98' m � �_� B � - 3 ' : _z,;�s- ��.�n . �. � � � � �W� � � � � _ — '._ � � � � I 199.69 ,,6 ° `,,V- _ - - ___. , � � g � � � _ —�,.�—`�-'��,—�� ,J -, _ _ ._ . : ! i m �� z — _ S BM 1 � �`� ��' ,` � s�p2, � �1 _ -, � \ � ' �-'� _ � _ 6,� � ELEV. = 2,198. 7' z _ � �^ `�! \ � .�3,p ____v.:-,_�.�i ti� -�—� � NCDOT BASELINE MONUMENT (BL-2) LOCALIZED PROJECT COORDINATES N = 510, 934. 5509 E = 678,501.0049 ELEV. = 2,212.89' _ w�� `-\ ,� :.�. U, \ ,�y � . S�- � O j . � � -�-�\ ��~ �� - -�,S � � �� s `� S 8� ,-� ,.� -� 3 ,,, 'o � �1 � � �s \ � �S' \ �� \ � `9/ -JS h j/ � � ,/S —� � � � ,s � �,� � _ �� --_��s � -., , -.. —EL— � � �S// � NOTESo SEE SHEET RW02C-3 FOR FURTHER ALIGNMENT DETAILS --- �� V� '� - � o,,s s� ♦ NCDOT BASELINE MONUMENT (B�4) B�-4 LOCALIZED PROJECT COORDINATES \.. \ N = 510,571. 7604 `� \� E = 679,219.1657 ELEV. = 2,200.48' lo PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo 2o THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCESo IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo c c c, � S UR T�EY C01�lTR�L SHEET W/EXISTI11tG CEI�TERLII�E ALIG11tME1�TS PRIOR TO C01�STR UCTI01� �� POINT DE �C o �JL RTH E�ST E�EV�T I (�I�l ------------ ---------------- ---------------- ---------------- - --------------- 1 � 3 a B�-1 B�-2 B�-3 B�-4 �1�8280 ��% � 1 �J�34 0 �5�1� 51�85�0351� 51�5�10%6�4 *�*��*��*��*��**��**��x BM 1 E�EV�1T I�N = 21 `�� 0 6� N 51 ��34� E F7�6�� " SPIKE IN QPSE 0� 1�" PQP�PF� ;k :K W * � M Y: � ;K * M � � * �: * * ti Y * :K ;K ;K � �� Y: * ;K � k 1:" � * * `K :K * � * ;K i �: Y'. ;K W. * W. � � ;K � �: * � �: �K W. ;K * � * �: � ;K :K *: * `I; * t * * *: * * N W �R �: Y: BM2 E�E�F�T I QN = 21 �� 0 4G N 511��74 E ��8�� 8" SP I KE I f�l B�SE OF 2� " M�P�E ��:�� 6��:31�0 46�� 78��10��4� 67886�05736 E;7��% 1 '� � 1 �� 22170 �1 �2120 �� 21�5a'�� 22�� 0 4� NOTESo lo PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo 2o THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCESo IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo c c c, � S UR T�EY C01�lTR�L SHEET W/EXISTI11tG CEI�TERLII�E ALIG11tME1�TS PRIOR TO C01�STR UCTI01� E� POINT N E BE�RING DIST DE�T� D � T R PC 51�83�0947 6782��0�96 CURVE N 76°2�'1�04" E 730�5 12°2�'2�o�"(LT) 16°3�'1406" 740�� 3701� 3440�4 PT 51�8570227 67837�0996 LINE N 7�°1�'��0�" E 33033 PC 51�8680455 6784�20383 CURVE N 69°12'3�0�" E 110�8 �2°13'��o�"(�T) 2�°��'��o D" 110�8 5054 286048 PT 51�872038� 6784120744 LINE N 68°�6'��0�" E 4302� PC 51�88805�2 6784520827 CURVE N 78°5�'3105" E 8202� 21°2�'�2o9"(RT) 25°58'S7o5" 8206� 41083 22�052 PCC 51��404�� 6785330476 CURVE S 83°23'S8o5" E �508� 14°�1'S7o1"(RT) 14°36'420�" �60�4 48026 3�2012 PT 51�8�303�8 6786280637 LINE S 76°23'��0�" E 1��069 PC 51�8460385 6788220718 CURVE S 66°42'3�oPJ" E 1�60�� 1�°21'��o�"(RT) 18°��'��oQ�" 1P 7o5PJ 54027 318031 PT 51�8�4o�8PJ 678�2�0�88 LINE S 57°�2'��0�" E 166023 PC 51�7130626 679�6�0453 CURVE S 52°47'3�0�" E 1210�8 �8°2`�' D�o D"(RT) �7°��'��o�" 12101� 6�071 818051 PT 51�64�04�8 67�156a886 �INE S 48°33'��0�" E 4�05� PC 51�613054 D 67�18703�7 CURVE S 59°�5'45a5" E 6�032 21°�5'3�o�°(�T) 34°46'1406" 6�066 3�068 164078 PT 51�613054� 67918703�7 NOTESo lo PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo 2o THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCESo IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo c c c, � PROPOSED ALIGI�MEI�T C01�lTROL � SHEET TYPE ST�TION NORTH E�ST POT 1�+��0�� 51D872o��43 6784120�112 PC 1�+480�3 51�8��0�1�5 678456057�2 PCC 11+3�0�2 51��403666 67853607145 PT 12+350�� 51�89Po5�46 67864�05826 PC 14+220�7 51�84602525 67882302661 PT 15 + 2� 0 35 51 �8 D4 0 3874 678�2� 0 5148 PC 16+��01� 51�7160�152 67��550381� PT 18 + 23 0 35 51 �636 0 4P 6� 679161 0 4 156 POT 18+6�0�� 51D612o148� 67918808825 DET TYPE ST�TION NORTH E�ST POT 1�+��0�� 51�8720��43 6784120�112 PC 1�+480�3 51�8��0�1�5 678456057�2 PT 11+54065 51�8�705882 67856102262 PC 12 + 47 0 22 51 Q�875 0 7�55 678651 0 1� 18 PRC 13+240�8 51�83�06824 67871�01415 PT 14 +�2 0 75 51 �8�3 0 56�3 678787 0�� 12 PC 15+7�061 51�7610�3�8 678�580�852 PT 16+67042 51�72703754 679�3�0254� POT 16+86064 51�7160�152 67��550381� NOTESo o PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEMo 2o THE PROPOSED ALIGNMENT CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCESo IF FURTHER INFORMATINO REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo RIGHT OF WA Y C41�TROL SHEET I9 _____________________________y a Professional Land Surveyor in the state of North Carolina hereby certify to the best of my knowledge and belief that the following work item(s) (Base map Compilation9 R/W Staking) performed under my responsible charge meet NCDOT Survey Standards as directed in the NCDOT Location & Surveys guidelines and procedureso I further certify that the data compiled came from available surveys/mapping performed by others and provided to me by NCDOT and do not certify to the accuracy or quality of the individual data sourceso I further certify that the right o-f way and permanent easement points shown herein and outlined in the tables shown hereon (localized coordinates9 statlon/offset) have been checked and are accurate representations of the right of way and permanent easement points depicted on the corresponding highway planso I also certify that the right of way and permanent easement points shown herein have been field monumented under my supervision from existing survey controlprovided by othersqthat the depicted property data shown herein were surveyed by others9 and these monuments denote the right of way and easement boundaries at the time of staking which may be sub ject to change due to right of way revisions (See deeds for final determination)e Witness my original signature9 registration number and seal this ____ day of ____9 20__0 ----------------------------- Professional Land Surveyor ROW M�RKER IRON PIN �ND C�P-E �------ PLS # ��IGN ST�TION O��SET NORTH E�ST � 12 +�� o�� — 25 0 57 51 ��22 0 757� 67861 � 0 5726 � 12 +�� o�� — 4� o�� 51 ��36 0�868 678612 0�8�7 � 12 + 35 0�� — 4� o�� 51 ��2� 0 38�3 67864� o��6 � 13 + 64 0�� — 4� o�� 51 �8�� o� 1�5 678775 0 3737 � 13 +�8 0 55 — 67 0 34 51 �� 17 0 4464 678815 0 38�3 � 14 + 22 0�7 — 35 e�� 51 P 88� 0 2688 678831 0 5�6� � 14 +�� o�� — 35 0�� 51 �855 0 1�28 678�� 1 0 4�� 1 � 14 +�� o�� — 24 0�6 51 �846 0 15�3 6788�7 0 1 16� � 14 +�5 0�� 25 0�4 51 �7�� 0 1�37 67887� a 4764 � 14 + 17 o P� 51 o PJ� 51 �7�8 o P�P 7 6788�5 0 46�4 � 13 + 8� o�� 35 0�� 51 �822 0 3517 678773 0 2672 � 12 + 6� o�� 35 0�� 51 �85� 0 6�27 678656 0 64� 1 � 12 + 6� o�� 25 0�� 51 �86� 0 3216 678658 0��43 ROW M�RKER PERM�NENT E�SEMENT-E ��IGN ST�TION OFFSET NORTH E�ST L 12+43031 —640�6 51��5Do81�5 678663a7366 L 15+5�o�P —420�6 51�82804388 678�6�07284 � 15 + 5� o�� — 25 0�� 51 �814 0 1247 678�51 0 4446 NOTESo Seal lo IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo 2o PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo c c c, � NC GRID NAD 83 NA 2011 CONLEY F.SHOPE DB E-36 PG 2283 �� `� P o� o� N� �� z ./� '7 \ l � �. �^'�-,:�� PCC Sta. 11+30.02 POC Sta. 11+00.00 �°23'46" E 331.30 BENNY HAMPTON DB Y-36 PG 1679 BEGIN PROJECT WBS l7BP.l4.R.16/ -L- STA 11+70.00 +43.31 64.06' +OO.00 �PUE � PUE PUE 25.57', 40.00' Q�'� O + 35.00 40.00' PT S 76° 23' 00.0" � PUE + 64.0 40.00' � 0 N � � O W W � O O � � I9 _____________________________y a Professional Land Surveyor in the state of North Carolina hereby certify to the best of my knowledge and belief that the following work item(s) (Base map Compilation9 R/W Staking) performed under my responsible charge meet NCDOT Survey Standards as directed in the NCDOT Location & Surveys guidelines and procedurese I further certify that the data compiled came from available surveys/mapping performed by others and provided to me by NCDOT and do not certify to the accuracy or quality of the individual data sourceso I further certify that the right o-f way and permanent easement points shown herein and outlined in the tables shown hereon (localized coordinates9 station/offset) have been checked and are accurate representations of the right of way and permanent easement points depicted on the corresponding highway planso I also certify that the right of way and permanent easement points shown herein have been field monumented under my supervision from existing survey controlprovided by others9that the depicted property data shown herein were surveyed by others9 and these monuments denote the right of way and easement boundaries at the time of staking which may be subject to change due to right of way revisions (See deeds for final determination)a Witness my original signature9 registration number and seal this ____ day of ____9 20__a ----------------------------- �------ Professional Land Surveyor PLS # EIP � +98.55 0 67.34' `�' � o N W PUE +22.9� � P�E 35.00' +90.00 � � P�E\.96', 35.00' � � � 24PUF\e.. 1 75 23' 00.0" E-�- SHOPE ROAD ,�,��s� s a � � PC Sta. 12+47.22 � �o �- +bo.00 EIP 6 Q0� 25.00', 35.00' PT Sta. 11+54.65 pF � � 6 ,�� -L- PC Sta.10+48.03 = F��`� -DET - PC Sta.10+48.03 / � / � � \ /� \1�� THERESA COLLINS HILL DB P-34 PG 1006 � POT Sta.10+00.00 Pl Sta 11+03.12 � = 35 3/' D0.0" (RT) D = 33' l8' 4/.4" L = 106.62' T = 55.09' R = 172.00' -DET - Pl Sto 13+64.70 0 = 28' 44' 42.5" (LT) D = 36° 57' S4J" L = 77.76' T = 39.72' R = 155.00' O ERICK C. MAITRE DB U-27 PG 1155 -DET- Pl Sta 10+89.6/ �= 23' 29' 11.9" IRTI D = 28' 38' S2.4" L = 8/.98' T = 4/.58' R = 200.00' Pl Sta 14+76.67 0 = l9° 2/' 00.0" (RT) D = l8' ll' 20.9" L = 106.38' T = 53.70' R = 3/5.00' -JI 0 +95.00 N e,p� 25.04' _,.. � 45.85' + bo�f + ao.00 -DET - .00 3s.00� F 35.00� S 76' 23' D0.0 it0. /3+24.98 �E\ +17.0o S 05°28'15" +38.00 F 51.00' =2•78� E E 63.00' PT Sta. /4+02.75+09.» E O 87.24' +31.83 89.ST + 32.55 76.8P Pl Sta 11+82.70 � _ l2° 0/' 48.1" (RTJ D = ll° 27' 33.0" L = 104.98' T = 52.68' R = 500.00' Pl Sta 16+23.94 � _ l9' 2/' 00.0" (RT) D = 22° 02' 12.6" L = 87.8/' T = 44.33' R = 260.00' , / a�°�3'28� � +50.00 - ="�' � � N ��3:�8 Q,� 25.00', 42.06' j � � O3 � _ � \ \ DOROTHY GERALDINE BELL ROBERTS � DB L-22 PG 396 .n^ \ � -DET - Pl Sta 12+86.94 0 = 28° 44' 42.5" (RT ) D = 36' S7' S4.1" L = 77.76' T = 39.72' R = 155.00' Pl Sta 17+56.85 � = 8° 29' 00.0" (RT) D = 6° 2/' S8.3" L = 133.26' T = 66.75' R = 900.00' � MARJORIE SHOPE JOHNSON DB A-35 PG 547 �17�32„ E 216.38 PT Sto.15+29.35 Seal + N ��\ZZA1 � 6 � � S 9� /6 �i3 3�„ �8- F \ � -E ` \ . � � + 03.0 25.00' PC Sta.15+79.6/ O -L- PT Sta.16+70.88 -DET - PT Sta.16+67.42 � \ Fk�STi�C \ R�K, \ o \ ho \,\ PC Sta. 16+90J0 Fk,s, �-- POT Sta.16+86.64 �"� R,w \ - J'4 \ ' `_ DOROTHY GERALDINE BELL ROBERTS � DB L-22 PG 396 �� END PROJECT WBS l7BP.l4.R.16/ -L- STA 15+50.00 NOTESo lo IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED9 PLEASE CONTACT THE LOCATION AND SURVEYS UNITo 2o PROJECT CONTROL WAS ESTABLISHED USING GNSS9 THE GLOBAL NAVIGATION SATELLITE SYSTEMo VARIES 3'-0" C�� 0.08 � ,L'1 >> EXIST. GROUND ( T �' GRADE TO THIS LINE - . 7-0„ E1 10'-0" VARI ES 10'-0" VARI ES 9.8' - 8.6' � 9.1' - 8.9' I I � GRADE � POINT w I � , 0.02 0.02 , ------- � - ----- I 8.5" � � � 8.5„ / U 3'-0" VARIES C� 0.08 � ,�� ?'I E1 ( T ) EXIST. GROUND �i GRADE TO THIS LINE TYPI CAL S ECTI O N 1 * �--o-� WITH GUARDRAIL -L- STA. 11 + 70.00 TO 12 + 25.00 -L- STA. 14 + 60.00 TO 15 + 50.00 � , i � o�-o�� ! � o�-o�� 7'-0" . TYPICAL SECTION 3 -L- STA. 13 + 86.42 (BEGIN CULVERT) TO 14 + 15.58 (END CULVERT) EXIST. GROUND � , i � o�-o�� * * 2'-0" 5'-0" � 5'-0„ 2,_0„ VARIES � VARIE� � GRADE C1 i � POINT 0.08 0.02 , � 0.02 , 0.08 'L'1 >> ,�:� ?'I I ' 8.5„ T J1 i T GRADE TO THIS LINE TYPICAL SECTION 5 -DET- STA. 12 + 72.07 TO 15 + 83.03 EXIST. GROUND * 5'-0" WITH GUARDRAIL EXIST. GROUND VARI ES 3'-0" �� `L.� >> - T ) E1 GRADE TO THIS LINE 10'-0" , 0.02 � I � 10'-0" GRADE POINT 0.02 8.5„ C� ) 3'-0* VARIES ?'I EXIST. GROUND * 7'-0" WITH GUARDRAIL TYPICAL SECTION 2 -L- STA. 12 + 25.00 TO 13 + 86.42 (BEGIN CULVERT) -L- STA. 14 + 15.58 (END CULVERT) TO 14 + 60.00 -L- -D ET- � � I ! j VARIES ( � I 0' TO 15' � I � VARIES j VARIES 2'-0" I, ' 0' TO 5' I 0' TO 5' � VARIE� I j GRADE � I POI NT I � � j �� C� ' I --�--- 0.02 � __-- � ---_ , 0.02, 0.08 ,-- � -- � i , � 2,� �� I �\ � �. I �- v �`� � �'� v -� $.�J,� � � T TYPICAL SECTION 4 -DET- STA. 11 + 46.85 TO 12 + 72 .07 -DET- STA. 15 + 83.03 TO 16 + 22.59 C� EXIST. PAVEMENT WEDGING DETAIL `� EXIST. GROUND GRADE TO THIS LINE PAVEMENT SCHEDULE C1 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, C2 TYPE S9 . 5C, AT AN AVERAGE RATE OF 1 12 LBS . PER SQ . YD . PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH. E1 PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE E2 B25 . OC, AT AN AVERAGE RATE OF 1 14 LBS . PER SQ . YD . PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3.0" IN DEPTH OR GREATER THAN 5.5" IN DEPTH. J1 PROP. 5.5" AGGREGATE BASE COURSE T EARTH MATERIAL U EXISTING PAVEMENT W PAVEMENT WEDGING ALL PAVEMENT SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. 0 om H � C � H Z � H O � m�� H z —� � =��nm �z�� Z � � � z H O r � � � H n=�z ' DDD � � � H O Z � C � � v �0 � I--I r � m � D H r � � D � H z � TI O � HEET 6 OF 8 862 D02 ,Z rr 6 ►► �� J 1/ ��I41/ �� : �J STANDARD LINE POST �_1y/nrr W-BEAM MIDSPAN PANEL SPLICE zs/s2 �� X 11/8 �� ( TYP . SPLICE BOLT SLOTS 3/ ►► DIA. \ M � c� �_17/nrr 3/„ X 2%2„ (TYP. ) POST BOLT SLOTS 25'-0„ �_1y/n�r �_1y/nrr 1/ ��1�1/ rr 2rr STANDARD W-BEAM GUARDRAIL WOOD OFFSET BLOCK (FOR WOOD POSTS) 2%2 ►►X3/ ►► SLOT I �� --- ==I == I i 23/$ ►► DIA. � SHORT WOOD BREAKAWAY POST 8 ►► 1" /$►► DIA I CENTERED � ON 6" SIDE � � - ----------------- --------r------- ---- , ----- I T I ; jg►► DIA. ' ' I ' -, --�---, - , I 3 �� 3 �� I i � � �------------ --- --------r------- ---------------- I o � � 2►_�►► X 1►_6►► ! SOIL PLATE � � I 3/4" DIA. �.;,--- ;�----�-- �,\ M T STEEL TUBE TS 6 x8 x0.1875 �- SYSTEM PARTS IDE � �� 1 % ►►+ / ►► �r , 16 _ 16 T I +i i 23� rr+ 16 rr � ►► T� I PLAN � I 2 16►r+ 1�8r► , _ p ►► � FR NT ROUTED OFFSET BLOCK 4 ►► � � � `� 1i16�� DIA. i i HOLES ' � � � � 11/$ ►► 11/$ ►► i PLAN � � I� I ' I� I ~ Ijl III - — - — - — - — - — - I�� 6" DIA. HOLES IDE � � FR NT "W6" STEEL POST ,,,��o�� C A R p� �,,�� .` �� pF�SS�O� �9��'. . • ti.y': . ' '.�� SEAL � � ' . _ : 022966 : . . ��'.,'�p' F't'G E�'�'O`',,��. I N ,� ,,,,� �� i��i ��►� `��,,� z o� H � H Q Q � � • H � � V �J�Hz � � � _ � ., wQQi-'-= Q U � � H �=~ZW ��LI..,�J � � � � z ,H �� H W � 0 � 0 L.L c� z H � Q � 0 J H Q � W � Z O I-1 � Q J J Q H � Z F-I SHEET 6 OF 8 862D02 C � � � � C'`) � � N c� � � / �� C � � > 0 i � � L � � C r� � U� 4- O � � � � � � � d� 0 / � � C 3 � � 0 � L � � � i� (� �� N i � � C 3 � L 0 � L � � C �� U) i � 0 � L N 3 (� � / � � � +� d? O � i� � (� N� � � L�r7 � (�l �� u �`� �' 0 �; �� ,9 � � �,� Q o �, -+� � o�� N�, � �L w�� 3 i � O � � (l� -� ' �' N `HJI��b'� SJIb'MHJIH �0 NOISI�Ia NOIlb'l�OdSN`d�l �0 ' ld3a dN I �O�Ib� Hl�ON �0 �l`d1S T N c� z H U Q � � M � � � H � � 2 H 0 -----------,z a -----------'H � LL C'3 r\ T T � � N � -------------- �� z m J � d � U W � H � J U � ; � �� X �..�..� � � i I; � ^ �° F- � i. � w = � � -------------- H �. � zoH �� z J H Q �� ' i -------------• m � Q w i Q d � � � � --------------- (j Q�n ' . w = � ~ � -- --------- U Q ` -'a J �o 0 Q~ N �-- -------------� J � w Q . . -------------- J � 00 � 4 H Q w w r �F '"""'"""'"""' � Z' ' ------------= � � , � �. _ �- o ;-, r � � J , � J r � I � W � +t+t+ I I 0 i F��+ � � V ' ��6-� �' ; � m '� � � � � � � _ � i � i � i i i i (J� � � 1 � 1� I I I I ~ W � I � I� I I I I H � � i i i � i i i i � U � i i i i i i i i 0 � i i i i i i i V � I � I� I I I I � I � I� I I I I � i � i � i i i i � 1 � 1� I I I I � i i i � i i i i � i i i � i i i i � i i i � i i i i ,� ,�' � �� I � I� I I I I ,� ,�' � �� i � i � i i i i � 1 � 1� I I I I ,� ,� � � �� i STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. Z O N H � W J W 3JaI�8 NO �I`d� Ol 1N�WH�b'lld �0� I I I �dJll ` l I Nfl �OH�N`d � Ib�a�`df1J S1I N� �IOH�Nd 3�I�1��b1S �10� JN IMb�ld � I`dl3a Jl`dMd`d0�1 m a J � 2 U H O Z � W � w¢ � � z Q � 00 •z�- � wcn� W H Z Z W r-i J U z a � W � a 2 Q H H 00 O Z m H C� W H �W U H H Z H w �U � � H L.L � p H O 2 W : U � fA N Z OC �--� r\ Q W �r�� W H � O m � aC � O O Cn J 2 J 2 (n � Z Cn H W ��mm o (/� OC .. O O � �C C� � U W z�� Q Cn H � 2 � J O � H = IL = fn (A d' •.� CA W J H x U � L� 00 l¢i 0 0 �c a w � (_ O Z H � H � H ,-- J i-I Z J W Q W W Q 2 H 2 7 • ~ w ~ Q O OC U O .J w � � � Q � � � U � w w a � � J J O I..L � �aa~a= fA OC � W OC I-- W (A 2 H J W Z � r C'3 C'3 � LL Zo �Ocn Q �--i W O Z OC m �C z O W m H � � I-- YL�cl�HHU CA O� 2 U W � C'3 W Cn � � H � O Z OC W H �-- LL W W 2 � Cn p � I-~-� J W � W O � � _ OC �C C'3 Q H OC H LL oC O � � ❑ Z LL d W � OC H WUWQ C� oczm�cn Q C� F- F- H H � Z W O CA W W H W Z H p �C O 2 � J � � CA � W O Q d W •�o==wQw W d I- Cn � J Cn I- � * � � � � O � Z c� z H U Q a � C'� i � � � � T\ � � T z � � H ; M �� Y ; tA Z N �� m J �� m� � � T � � � �; U W � W� � p� � � � J� H H �� J U � O� � W 2� ` � V �� a X � w � - w � � � J Q � 0 � Q � C3 � a w m � � H Z H O � Z O H � U �M I..L H � Z O U �------------------�--------- � � � Q W � m W H � � 2 � M N �� m J � _ U O � a � Q * T , �'s � T a ^ � * -----f---=;: ---------- ---------1--------- � \ - --- -o----- - � - M = Z � � 'QR C� � � T O v � � T � � O Z ' ;---' r W ' T ��:y W � � � Y Z � U � 0 J p H U C'3 w � � � � W 0 H O Q = � � m U H W Z � H 2 Q m � � (� m wz Q 2 J w�a , � Z Q J � J Q U H � � w � 0 W Z � W � H OC U O � L.L � F- H CA z H W O W 0.. Cn ROADWAY DETAIL DRAWING FOR STRUCTURE ANCHOR UNITS GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE W � > Z J a H H W a � � � Z _ � Q _ V Q �M �- O 0 0 T N �� w w� _ � �� o o � � N �� w w� _ � '�' N HJI3�b'� �3I1 �`dN0IJ3� 8f1S -�JOI�B NO �I`d� ,� p SJl`dMHJIH �0 NOISI�Id O1 1N3WH�b11`d �10� III 3dJll `lINfl �OH�Nb �I`d�d�`df1J N � NOIlbl�OdSNb'�l �0 ' ld3a $lI Nn �IOH�Nd 3�I�1��I1S N b'N I �0�`d� Hl�ON w�p �0 31d1S �10� JN IMd�la � I`dl�d Jlb'Md`d0�1 �� T � M � Z H U Q d � M � � 0 H � � T N-----------� � _ H � "_"'_"'_�Z Q -----------'H � lL C3 T\ r T � � N � -------------- .. i_I' -,;I� ,; I . �� '��p��i -•°' � z �0 J Z o� a O � I�1 U W F a[ Q H � > JU W J ; � W �� X w �� I... . � � �. w � �c �� . ~ w = � � -- --- --- --- H z O i. � �� '� z - ------------ J H Q � .. I�. -------------= m � Q w i: Q Q� 0 �-- ------------- J � � H � . . � -------------= w C� Q i� I . _ � ~ M -------------= Q V J �o V- O Q~ N �-- -------------, J d w Q . . -------------- J d 00 � ! � Q w Z T �E. ------------- . . , ------------� � O i. 2 � � � o � --�-� � � J r � J � r � i � W � +t+t�+ � i Q U � ��6-� � ; ; � m � � � = W i i i � � I � � ~ W � � � ~ U ' ' ' �'- z ' ' ' o � � � U � 1 I I � � 1 I � 1 I � 1 I i i i � I I � I I � I I i i i � 1 I i i i � 1 I m Q J � _ U I- O Z � W d wQ � a z Q 00 • z � � w cn H W H Z Z W � J U z Q � w � Q = Q H I- 00 O Z m H f� W H �W U H H Z H W �U � � H L,L � � H O _ W _ U � Cn N Z � �r\aw � � r � � W H � O m � �C � � = O J 2 Cn � Z Cn H W ��mm o (n � ^ O O � oC c� d U W Z H d � Q CA H � � H J 2 LL ; Cn .� Cn W LLI 2 X LL.� J I- U � � � � O O ac o wH(= O Z H � r-i � H r J H Z J W Z OC U ¢wWQ 2 H 2 7 . ~ W ~ Q O oC U O J w �"' � LL. Q � 0 � U � W W � H � J J O LL � `�aa~a= cnocHwoC� W fA 2 I- J W Z H r (,'� (,'� H L.L Z� �Ocn a � w o z oCO�OCZO W m H � � H Y I.� cn I- H U cn0�=Uw � C'3 W Cn � 0 H � O Z � W H � LL W W 2 � fn p� H J W d W O � H 2 � � � Q � � H LL oC O � � 0 Z LL C� W OC �C H WUWQ ch oczm�cn Q C�I-H H I- � Z W O Cn W W H W Z H p oC O 2 � � � � � � C� W O Q O.. W ••o=xwQw W� H CA � J Cn H � � � � � � O � Z � z H U Q a � C� i CO 0 � � T\ � � T z � � �: = w: � oC; mM T � ; LL T � � � pC; U M p: � N� -� � H �� J � O� W =' ' U �' � � X � M � � H Q � � � Q � C� � Q w m � C�17 .� H Z H O � z O H H U � � '�/� vJ Z O U Z ( � ---------� +-+---- - �""""" � U W � � m H � � � J Q J Cn W H � m� _ wo V '-' oC O �Q d' _ _ � � C� � C'7 Q �y �I � N ��'s T Ty T X� � ---- L---i- ---------- --------- ------- ¢ -- > � -,- ----- ------- -� :------- � �\ - --- 'o'---- z � � Q (n � � T � � 0 � T O Z � T W ' T w � � � Y Z � U W W � � � J � H U C� w � � � � W � H O Q = � 0 m U H � H 2 Q m � � (,f) m HOQ Q 2 J �� a J d J Q U H � � W > � W Z �C W � �C U O � H H � z H W O W d (A � � � Z W � _ �..� Q �` r a � � H �"� H w W � a Z � J � a � W � J Q z �"� V W � � � v� 1 W � � � m Z � I�I Q � STATE OF ROADWAY DETAIL DRAWING FOR � M NORTH CAROLINA STRUCTURE ANCHOR UN ITS � o DEPT. OF TRANSPORTATION GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO � N DIVISION OF HIGHWAYS RAIL ON BRIDGE - SUB REGIONAL TIER w� RALEIGH, N.C. = 00 ,,,��o��H � CA R p� �.�,i �. ��:OFESS /pN �q''. ,� . ' �� SEAL 9!� ' = 022966 = � ; : � : : ; . i • ..N �.�•� •` '�.,�� INE.,. o�•. . '��S��u �► e�`,, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED r, �J � � �L _ �� / � '` JS BEGIN CONST RUCT lON -DET - STAe 11+46e85 -. �� . , u , O BENNY HAMPTON DB Y-36 PG 1679 +72°07 5v00' L� S 76" 23' 00.0" E F---- ------------ -� F F \�� s EXIST ING R / W _�-, ��'-� PC Sta. 12+47.22 PT Sta. 11f54.65 D ETAI L A -D ET- 2,+ * 5, 2, 5, � 5, 1 +* 1 0.02 , 0.02 I I TEMP. SHORING * VALUES SHOWN ARE � APPROXIMATE. REFER TO SPECIAL PROVISIONS FOR PROP. ALUMINUM WINGWALL MORE INFORMATION ON (SEE STRUCTURES PLANS) TEMP. SHORING O+ 60.00 ERICK C. MAITRE 35.00' DB U-27 PG 1155 JS �� c� � _-- ��_ � � c� o ��-c�� ' � � � �-�;-1- '� �� (� �-�- � PLACE GEOTEXTILE WITHI� `�' STREAM BOUNDARY PRIOR TO PLACEMENT OF TEMP CULVERT EST 150 SY p� T EMPORARY SHOR/NG � n� -DET - ST Ae l3 f83� T 0 � _ � ��T�4f23� � SEE DET AlL A -L - SHOPE ROAD F_ _ SR lll4 +42e19 -� o � � � 7e58' � � _ �-, ��,�s�'�''�� "'s��--�� - STV Engineers, IY1C. PROJECT REFERENCE NO. SHEET NO. � STv 100 900 West Trade St., Suite 715 � cnariotte, Nc �a?o� l7BPol4oRol6/ 28-1 o� C'CJ'/l/Ji NC License Number F-0991 RlW $HEET NO. o `v ROADWAY DESIGN HYDRAULICS � o � ENGINEER ENGINEER � � ,►�� ,��►�� Q M- 2 4 `��H CARp�/,�;''% ��-(H CA13p�/ti ��i `�'�'�` "v-'- m Cp / �`� �� •pFESS/Oti •: 9 ��,, \�� 'pFESS/qti •: q �'�, ��-1- _ '•�� 9� •' = = ' ¢� 9�••' = SEAL - _ SEAL -L- +64077 Z ��- = 039234 ` _ 040590 ` /7e8/' � �-,?�'FNGINE�� J�,': ;,sy•• :FN�iNE�� \' � N ( i��'S"/,�' • H��G\�� .,��SNq N T•• S?P �\� iiiiiiii►�� iiiiiiii��► � -DET - o � � DOCUMENT NOT CONSIDERED FINAL �O, 64089' �� S� BL-3 � UNLESS ALL SIGNATURES COMPLETED i s � , `�t�i �� \�\� BM-I RF``` � �� G U T�,2 ��-� F F �F f98e6/ � � � 27048' � � �� PRC Sta. l3 +24.98 �F � , ` ` � � � GREU TL-2 rn , �, +ss.00F �° N F ------ 63.00� rn PT Sta. 14+0� F� 2 216 _-� _-� � � �_-�, �; BEGIN GRADE ,I T - -�� -DET - STA. 11+85.29 =� -- � �___ __�_ ]_ EL = 2207.70 -� � � i ! __ I ii- l� -�� ` - -� - �] -� 2 212 �, -��-�-�N N � -� , �� , _ I -- -- , ��/ST \ �,I 1� _ _ I ' � � �� L _ � �SS � {� �, ,3 , � � _-_ _- __-- _ - _-- � - 2208 �, -- -- -- - -- --- -� �� . ... � � � '� �: - : - - : - : - --I- :--I�-t-�l-� 2204 2200 2196 _ _ _ _ _ _ ._ ._ _ ._ _ _ _ _ � � � I _ _ - _- _-- ------- _ � � --- ------- � � - - _- _ - _ - - _- - � 2192 �,, _- __- _ - _- _-_ _--__-- _ � �n i _ _ ._ __ _ � � _ ._ __ _ _. _ _ __ ___ _______ _ � - - - - � _ ._ ._-_ ._- _ _- _ L _ _ __ ___ _-___-_ _ � 2� OO �� _ - - - - - -- - � .� - - L_ _ _ _ _ _ ._ ._ _ ._ _ _ _ m! _ _. _ _ _ ._ ._ ._ _ _ _ �_ _ __ _-- ---____ _ � --- ------- i ._ .___ __ _ _ _ _ � _ _ _ ____ _ � ! _ _ __ _ ._ ._ _ __ _ � 2184 I� -__ ____ ___ _ _ __ ___ ____ ___ _ � - - � � _ _ __ _ ._ ._ ._ __ _ o� ___ _______ _ _ __ ___ _______ _ � � �- � _ _ ._ ____ _ ._ ___ __ ____ _ � � �, � a � ---� �-. I ' I ' . I ' . I "-' " I ' I ' . �r,� 2�� o� �� 11 + 00 �oo � �� i i � �� END CONST RUCT lON \ � � ,� \ � -DET - STAo 16+22a59 � � �' � � � +83003 � � � i � E � P o \ 5v00' LT � \ � ' � � � \ \ � DOROTHY ERALDINE BELL ROBERifS � -�-n-, _�., OS p � D B\L-22 PG 396 � i " ' ."� � ` � � i � - � � �O � \ '� � i � 0 t� � � �� , � �q„ i ;� � ` F \�� `" ' .'�� \ \ ' , % , cMA i \�-----�� _ F � � ' � �� GREU TL- � \ � � � �� F - - \ F �I �' i� i � -DET - � � o � � i'� ,� ,� \ v! S 76° 23' 00.0" E � N � o = i �� r � o � - - � 67 GREU TL-2 _ - - �. �% >,�,, _ _ ��-�r� �` � F \ , ' \ J-',,� F i � e . \ - F \ � E \ �� F E E � \ „ E ,,� PLACE GEOTEXTILE WITHIN � +03.00 � I; F E � n , W E T L A N D B O U N D A R� r� 2 5.00' +2\��' 0 0 + , � cv � � o� PRIOR TO FILL PLACEyv1EN� � 50 0 0 R T � Pl Sto 11f03.12 „ �F w,\ tI� O +� FOR DETOUR o O " � x�• 0= 35 3/ 00.0 lRT) E ERICK C. MAITRE � EST 450 SY � DOROTFIY GERALDINE BEL RO EB RTS �0 �� D= 33� l8� 4/.4° �\ +09.77 DB U-27 PG 1155 � N D L-22 PG 39� O L= 106.62 87.24� +31.83 � _ o Pl Sta 16+23.94 �, � �o T = 55.09' � 89.57� � o o � 0 = l9 2/ 00.0 lRT) � / , � � ✓ � , R = 172.00' � � �, + 32.55 � �= o N D = 22° 02' 12.6" � ` � � `s ��O L = 87.8/ � �� 76.81' c� o `n QO � �O � T - 44 33' Pl Sta 12+86.94 � Pl Sta 13+64.7 �� 0= 28 44' 42.5" (R� �= 28 44' 42. "(LT ) � ' � D= 36° 57' S4.1" \ D= 36° 57' S4.1" \ ✓ � L= 77.76' � L� 77.76' �� T = 39.72' T = .�9.72' R = 155.00' R - 15�.0� � �_� �_,_ ri - i� T�v.vv � � --: , , � , , , , , � � - EL = 2,193.68' ---� -_ _�-i _ _i _ i _ i_i_ -i- � � --- - _ _ � __�___ _ _� � � � :--�- _ _ VC - 200' -__ , `� _, I , _'-_! '' -�I�=I--! i i --i= _ _ - K = 33 _ - - - � \ � � _ � , _ _�_ _ _ DS = 25 MPH ---��-� i � , _ -- � i i_ �--� ! , �� ; -�:_:- �` �\ -�-J-I-H-1�-H-I�: �=i_ _ i_ _��___� ___ __�__ __I__ ._. . . . �� 63 �- - ��_ :��_ _u_� ,_. _L__ _ _ - � \ g29, , � � �� e -I��--j� I j --�- - - �--- _�-_ � �i �i i i� i I I �i ��\ �� i�--j -- -- i i__� �--�-- i i---� �-`i �� i i � i i I i I i i I i i i I i -� i__� ��_�----�1 l -)0.3005% R = 260.00' ___ `/V� \ � / � � \ � _J - 2216 2212 � �,� � �_= 2208 �� ,� � �� '� 2204 � �; �� - 22�� '� ' 2196 -�� il�Iil�illj��ili111�i� �i �.. EXIST (-)Ooll39 % __ -------------- 2192 _- �- _-�� // ! G �, i i � 1 � i u. , 12+00 13+00 14+00 15+00 16+00 . . • • 2184 218� � � (� �7 � __ JS STV Engineers, IY1C. PROJECT REFERENCE NO. SHEET NO. FORK �., o ►�Tv 100 �oo west Tr�de St.. Su�te �,� /7BPol4oRol6/ 4 � � �� _-- NORTH CLASS B RIP RAP � C'C!/l/Ji NC Lictense�Nu m e��F-0991 ` O � COWEETA �REEK �_ � EST 3 TONS �, WW SHEET NO. �-'- � +43.31 + +98.55 � GEOTEXTILE FABRIC o°� ROADWAY DESIGN HYDRAULICS JS �� ' �� 64.06' � JS 67.34' EST 10 S.Y. o� O ENGINEER ENGINEER � � --- pUE PUE p END CULVERT o X P PUE UF � Z ��iiiiiiiii ��iiui�iii cV v �'- BENOH P�a,�N -L- STAo l4+15058 � � `��.��.�H CARp�� %,,� ��,.��.�� caRo��%,,� . BEGIN PROJECT W BS l7BPal4oRo/6/ � `� � ��`�'- �� P +880/2 ;�' �° •pFESS%p,�; �q '�-; ;�� °. FEssi�;'�'9 % (n J �r�-'- ' vF ' � � _ .;Q� q<;, ; ; : Q�� q�... � a BENNY HAMPTON �,- 54>77 - _ DB Y-36 PG 1679 CLASS B RIP RAP �-�� w = SEAL = = SEAL -L - ST A ll +700�� + 00. 00 I� + 64.00 `�- �- p = 039 234 = = 040590 = � � +35.00 EST 2 TONS �� -�y�� BM-2 ; � _ ' � � 25.57', 40.00' GEOTEXTILE FABRIC 40.00' PC J/C7. l`fTcc.��)-�~�� -'-�-�,_ .. X ; '` -�'•, ' Q.: -�� R 40.00' R EST 5 S.Y. \ / � Z -.��'• FN E��.� :ti •:FN E�:��,\. �� ,A, �1-c� ,,� � � i��/r�/.,�GINE. GJ\\�� ,PS ,GINE, P�\�� 1� 1� 1� R + 90.00 P(�E "- `-L�-�� N i��T' IHI�� \�� ,�,,HA�NT i�S�\�� -�''� F F __---------\ +22.97 24.96',35.00' �'-�, A,� � �� ------------- � F � 35.00' F P(�F (� v ��-�'c�,_�r� DOCUMENT NOT CONSIDERED FINAL � � -��- `�`'��`��r E� � � / O �6� N � � � f64°77 /6' ��- UNLESS ALL SIGNATURES COMPLETED o I � � � � � ITYP) + `i 1405' \ � ` / (TY�'J p�F `W`-�^�-�,� � o ITYP) F� � Sal � I � r� �- 3� �� + 50. oo � PAV EMENT REMOV AL � o � � � - � -� GREU TL-2 - - _. .� '- _:� , _ GREU TL-2 -- 8� \ D�O �5.00', 42.06'� � i __- - -- - _-- - - - o � � - -- -- F -- J O � N \ � � ,\ e , - - - ��\ Cb° � X � _ � o � �S 76° 23' 00.0" E� � o _�_ o, o 0 0 \ `s o '� � � �o � °� � �, o �� o SHOPE ROAD � � � � � � , o \ � o \ � \ � END PROJECT WB� l7BPol4oRol6/ , , _ � o ��_ � \ XlS i ° o - - - � �- - - , � � �.; X % , GREU TL-2 R --_--�_ O � R\ STA l5 50.00 ; >,, ";, : k, \ _ � \F G f \ O3 ii i ��8e40 �--�_ =� , �,`- ,' ,\ %/ � '��i� � Z�\ j,,_ 8el EU T�-2 ��_�� OI � � DOROTH ROBE � y � � ;� G . o -- --- � _ = - _ _ '1\�'� .� _ ��-,��--�"�-�'�'��__�-��,,�_, , � E P � o� Y ERALDINE BELL RfS 32,�8 o F� �� r''1' �-�'�� . O � DB\L-22 PG 396 � i o TOE PROTECTION � �� °�4 � � \ � � � \ ` �� _ -- --- F �� Q` p�° \ \ � i �( / EST. 57 S.Y. GEOTE ILE FAB �� - �� f ; `� _ _ _ _ �- a9�� M� � , J i � i ' g5 SEE D TAIL � �\ � F � � p A � ' � � ! C 9" �g � �� :�� CLASS B RIP RAP � � p� 0 8'BS�, � � ' � �� L/p � R l � EST 1 TON � ' I�/� �� \ � A R GEOTEXTI LE FABRIC 3 � %�,�� y � � � R � w +98e6/ � � ' � + so.00 EST 6 S.Y. o �' ; , ,,,�,' �P �s�"� � T & RT� F , �� - , +9 .00 , �'� S o� � i� � EX �,.,�� l L + bo.00 27a48 � � � > 3�, aa - - R _ � S� p , �\ , , � � �� - ;� �. n. � o� � � � �� 25.00', 35.00' _ � � �%� ,'�- � 2 Q�O�� ' � �� BEGIN CONST RUCT lON O + bo. oo F BEGIN CULV ERT��- - '�` ' \ '✓ / \ F ' ; � ,� ' � � ERICK C. MAITRE 35.00' , � � � '' ---- _ �� ` �'��<; � � �CLAS�'B RI�'fLK� - \ � _. , . ; � � � -L- STA 11+46053 DB u-27 Pc ii55 -L- STAe /3+86e42 Esr � roN ��~ E P �� R, � ' f� F G E O T E X T I L E F A B R I C FL O OD PLAI N \ �'� ! N � � EST 6 S.Y. BENCH D ETAI L A + 38.0o F 51100� \�� M� E \� TOE PROTECTION Pl Sta 10+89.6/ 63.00' E E +os.00� � ' \ � Not to Scale) 0= 23° 29' 11.9° (RT) F � E E 1 25.00� �' � 0 � � \ � �d��e` D = 28° 38' S2.4" � � �` Natural �.� °;s�o�e L= 8/.98'� Pl Sta 11+82.70� F W', `�� 0 REMOVE -DET- PAVE�NT O _ � xco� , Ground b F� T- 4/.58 � l2 0/ 48.1 (RT) E ' �� t� ERICK C. MAITRE AND GRADING, SEE � , X� � . �� Pl Sto 14+76.67 ��(f� DB U-27 PG 1155 TEMPORARY DETOUR DOROTI�Y� GERALDINE BELL�BERTS `-� �d R = 200.00' D = ll 27 33.0 � , „ � +09.�� L= 104.98' 0=/9 e2/ 00.0� (RTJ / /�, � 24, +31.83 � SPECIAL PROVISONe DB L-22 PG � � � � � d = � Ft. , D = l8 /l 20.9 �� , \ �o � � � b= 1 Ft. Geotextile (60 sy) T= 52.68 � L= 106.38� � \ 89.57 +32.55 � �� O Type of Liner= CL B Rip-Rap (25 ton) R= 500.00 T= 53.70' END�CONSTRUCT/ N `r' ,�' Q R= 3/5.00' 1 \ 76.81 � o� -L - ST A/6 +27o Q i � FROM STA. 11 + 79 TO STA. 13 + 50 RT ,� �, ,/� , p\ � � � v�, � � � v _ - �G � � � � � � � -__� -__� __�----�_-_: _ _: �_ _�-_ _�-__-�----- -- ---�--- __ _- -- ---�-__ �----�--------------�- -,--- �--_ � -_ -_: �_�-__�--_: � -_ ,_-__,_ _: ,_� _: ,----- 2216 -- -- ------- ---------�-----�----_ _--------�-----�----- --------------=----- --------------=----- ----------�----------�---------- � � � � � � � � � � ___ _ 2216 � �� ; �� ' _ ' _ . ___ _ . . __ _ _ � � � � � � � � I T _ ' ! ' ' ' - _- � � i i i �� i i i i -- �� i _. __II_I -C_I _I II_ _I II_I _I II_I __II_I -C_I _I II_ _I II_I _I II_I __II_I -C_. I�_i ._- i ._. _i ._. i_ ._. i_� -_i . -_i ._. _� ._. i_ ._. i i_i ._ _ _ _ i l__ I.__ I I I I I I I I I I I I I I I I I I -- � __ �� i i i i i i i i i i i i i i i i i i � � � � i i � � i � i � � i � i � i i i i � � � I �_ _� �� BEGIN PROJECT W BS l7BP.l4.R.16/ _ i_ i_ i__ i_ i_ i_ I_i_ _ i_ i_ i_ __i_ i_ i_ _ i_ __i_ __. i_ i i_ i i i_ _i i_� i i � � ` �- - � � i � �_ � -_ -- �� - �� - i --�,- -. �� _ _._. _� i __ i _. _ . _� -�i �-�i �- �i ��_ i ��_�_�� - i i i � _ _- . � _ __� �_�_ �_�_�_. _�-�_. �_ �_.� � �_�� _ _ . _ __ . _ � � ., -� ' �- STA. 11+70.00 - - -� - : : : : : _- �- � . � � � � � � � � , � � , � � � �- � � � _ 2�� I-�--I� : = II I I II I�I II II II I II i i i i i �� EL 2209.28 I I I ��X/ _ � � � i i i i i i i i i l i i i i i i i i , s Pl = 12+70.00 Pl = l4+15.00 ___ ___: ��I'� :_ � �� _- _�� I� � �� I�� -- ' � �� ---- �-- _' _ - _ � __ __ � 7� _ __:__ _------- _ � -- - - - -__ ----:_: _ _: _ : _ :___ _ ___ _ _ _ , __ _ _ _ _ ___ _ - --- --- -- � --- --- -- --- --- --- ------- ------- _ __ _-- -- ---- --- --- --- -- ---- ---. .- --_______ i__._ , � � 8g7 / , � i� iZ ��_ �._. EL 2,20/.85 i� �� , � � i i i, ��__i_ _ EL = 2/98.80 i i_ i_ i_ _ i_ i I_ i i i i i i i i i i i n i i i i I_ __ i � '� -� �� . ,., � , � � � �_ VC = 200' �,, , �� , , � �, � � � = g' 0� �,_ � � � � � � � � �� ___ __ _ ._ ___ __ _ _ _ � ��. �___ ---_-__ _ _ __ _ ___ __ _- - ----- - - - --- - --- - - - -- - -__ _ _ - _ _ _ _ _ ___ _ _ _ - _ - __- _ - - - - ___ _-- � i , _: �� -- --- -- -- --- -- --- . __ ._ _ _ ._ __ _ _ K = 38 � 1 i i � �:_: _:_' _� i i � i 1 __�_ _ K = 42 _ i_ i_ _ i_ � � _ � � � � _ � � � � -�-� -i -� -i�---i � i � - ___-__ - - - _- __ - - _-: �-r : _ _. -- � --- ---___ _ -- --- ---� _._�� _ __�_ ��_ i___ _ -�_� _ i_ _u_�__�._.�__._. _�_. _�i_ _ i___ i_� __i_ _ _ _ �_ �_ _ �_ __�_ _ _.��i_��_. �i_.�__i_.�� .��_��_: �_:�__i_:�� .��i_ ____ _ ___ __ __ __ _ _ __ __ __ ________._ __�.__ 2208 , , � ; � DS - 30 MPH DS = 35 MPH �� , , 2208 � � � � � � �� I '� � � � � �� ; � � ! --- ------- _ _ __ ___ ___ __ - ��`��I �----- _�-; - , _�-�-,-_�-----; - -i - i - ;-;--�-,_; __i _ - _ _ _ �_ _ �_ __�_ _ _; _i _ i _i _i _i ___i _i _i _i _ _i _i _i _i ___i i - i-i �- --- --- - - --- -- --- --- --- --- -- ------_ _- -----_-- I_ ._ __ _ ._ _ _ _ __ _ � , L_. _. _.. _.. _... i.. �.... - - -- - - - - - -- - - - - --_ _ _____,--_____-__._i J ' I i �� _ J _ J_�I_ - �� I _ _ _ _ _ _ _ _ _ _I _,- : � \ �.-I- � i , , -�_ I i i I i i I i i I i i I _ _ ._ . _ _ _ _ - - - - _ - - I i i--- - \ i i i i I i I i i i i i i i i i ` i i i �i _ ._ _ _ ._ ._ _ _ _ _ _ _ _ , , __ � � � -- i_ _i _i_,_�i � . i i BEGIN CULV ERT �_ _ i_ _ I i i i i i i i i --i i.- . -- - - - - - - - - - - - --- - i i i i � _ _ _ _ __ _ ._ ._ _ _ _ __ PROPOSED GRADE � � �_ �_ END CULVERT � �_��_ . . �,� _ _ _ _ �� _ _ _� _ __ � -- - _ - -- - - - - - -- - - - - � -_ � � � � � � � � � � �� : 3 0 � � i i i i i i i i i i i i i - - _._ _-- -- --- _ i i � _ _ _ L - STA l3 f86e42 - - =--- - - - - i _ - 2 2 04 _ _ ._ . - -- I� I-� I ° � -- -_ � __ - - - - I . -- _ ; L- STA l4+15058 - -� --- --�_ ____ _ _ __ __ -- __- '�-:_ : � r- � � -. 2204 -- --- - - -- --- --- _ _ _ ___ ' op�� ;_ _ - _ . -. - -- _ � _ ` � � �--�- � � '� _ _ _ _ _ _ _ __ _ � � � � � � -- --� � � _ _: ��_ . _ _ _ _ _ _ -- - - - - - �_._ � _ ' ____ �� _ � � _ � , �� _ � i i � i � � _ � � i_ ' i i � � �� - - - - - �. � _ � --- ---- --- _ _ __ _-- ---- --- _ _ --- _ - --•--- : _:__ - _ I� � � � I I - _i �\ II I ___ _ - - - -- - - --- _- _----- - . ----------- - I _ ._ __ _ ._ ._ - - --!- �-� �- - �- - � � i_ i_ _. I --� -� -I -� ---� I-- � �-I 1- . ____ _ _ I I � I __ ._ � ` i i � � • -- I -._- -�- - � � � I I � � � I -- - _ _ _- -- -- - _- - i i i i i � i i i � ' �T-1______I_ I�I_ _�T_I�I ! I I I i I I i I i � - i�� I , i , i , i, , , , i , i , i ' i I I�� ! --- ---_--- _ _ __ _-- ---_--- _ _ --- ._ _ :_:__ :_: _ � , _ -- _ - - - -- - - ---- Pl _ 15+05.00 i- -- --� --- ----- � - i_ _ __ _ ._ _ iZ i i i I i�-�-i _ I--� �� i I- I- _ I- i i i i i i i . I i i _ - --- i� i i- _ - '- - � � � � � � �-I ; EL _ 2,194 96 ,,, I- , END PROJEGT WBS l7BP.l4.R.16/ - -_ .- -_ ___ _- 2 2 00 2200 �, _ _ _ ___ _ ._ :- _ : . -_ _ _ _ ___._._ ��\ �-)2./0 4% _ �_ �_ �_� � �� u_ _� �. �-�- �--- - � VC 90 � � �� 3 � � --�_:_� � � � � � �__:_�_ �_ :_:___, � � � �---�. � ��2./0 ° _-�- � � � �_ � � � � � --- ------ - - -- --- ------- _ _ . _-i� � �__�-i_ � i - i�- �-iZ-:- i i -�_.__ ._i�-C-i � _ � 34/, _�_�_ _i I- _i _i _i _i -_�_;_ = i _�-i C-! . 15f50.00 - --- -- -__---�_- ! _ - _ _ _ - _ _ _ _ _ _ _ _ _ �� _i_i_ _i _ _��__ � � 1 ( � _u_�i_ �_� -i - � _ K 38 i_.�_�i_ � STA _ _:- :_ : �_ _- �_ _- � _ _ � � � � ; � ��; - ; �_-_ �� , -_ `�2667j , �� DS = 30 MPH ;��-�, EL = 2/94.1/ � � � � � � � _ � �,-� -� � � o _ � i _ ._ __ ._ .- .- -- -- _ _ I l i � i � i_ i i i i - i i �-_ ___ i_� i i i i i' � � f 1 i �-- ! �__ __ ._ ._ ._ _____-_ � i i i � i i� _ _ _ __ _ _ _ _ _ __ _ I_�J��u J _� _.__. . I_ _u_I ��_. �-__ __- ��_� : - -- -- - - - ---_ _ :��L , i i , i i i i , _ i ! � -I --°- --I-I--'--' '-��--I --I-- I-I---I-I - � ---- - i i I i _!I I _ __ ___ . i i i i _ _ _ 2196 _;_ ___ __ ___.___._____.___ T -------�--------------- __�_� �� -� �;�.-�-I_I;�_I I I,�,-1, I�-,---=- _- --- -- --- -_:_ __ :- � � � � 2196 _ i_i_� _ � i i ��_ ��_ � _u_� ;_'�_ � EXISTING GROUND ' ' - ' �_ ; �I r i f �4 0 : I� - � _ - - - - - --: �_._ �� . -. � i i � � � , � � ; � � � : 2667/ 1_ _ _-- __ ___ _--- - � CULVERT HYDRAULIC DATA � � -- -- _ --- --� � � ! -,-;-- ,-, --- - �i i i-�-i i�-�-�i-i-i-__i _i EX/S � � � � i� � i� i� I ;� ;� �--. _ _ - i �-�. i��i� i �- -;- , e -_ T(-)1,83/0 / � � � �, � �, �' i - i I�L-f � i i � � � �-)1.8889/, -___ � DESIGN DISCHARGE 800 CFS I- -;�--� - ---:-;�--� -- - � ; --�--------,-----;---,- ,_ „ ,_ „ � ; _ -- ---� �- ----------- - --------------- � 219 2 _ i � - PROPo 25 3 X 7 9 I '- i i i i � i � i� ---- --- _� � � ---- 219 2 � DESIGN FREQUENCY - 25' YRS � � � '� � � � _ � � � '� '� � � � � � � � � � � � � � � � ALUM/NUM BOX CULVERT � EXIST BRIDG� � �'� � �'� �;�' i'I ' i'I ' i i �_ � �-- � � � �- � �, �- _� ; � � � � � � � � � � � � � � � _ ,� _:-��__� - ---:-u_ � _� �__ �-� --�_ _ _� � TO BE REMO ED --- ---- --- DESIGN HW ELEVATION - FT - �-�-- �- ' I � -! -� -� -! ---� -� -� � - -� _� _� _� ___� � i � _ _ _ _ - _ _ ___ ___ _- --- -- �, 2/94.9 �� - ; ; ; � �. '� � � � �, �,� �,� �� , �,� �� - - - - - - - - �� ;--� � $ASE DISCHARGE = 1200 CFS � _i-i- �-i� _� �_i_i_ �� -i i - �i� _i_t _�_i _ _i�i - r�i� - �-i - n- fii-� - r�i _-i-H_�� _ � _ : _ _ _ � � �-- i� r� � �-n--� ��i- __ _ _ __ __ ._ ._ _ _ __ __ __ __ -____ � -•-� ---� - ---•-� --•- -- -- ,_ ___ _ _ _ _-- __--_ - - - - -- - __I_ _ _ _ � _ _ i_ _ i_ __i_ - -. --- --� ---! ---! ---! -- ---� --_I __-� -----1_ _______ _ _ ___ __ ___ _-- --- --- -- ------- �=� _. _ _i � J� - � - - - - - - , � BASE FREQUENCY - IOO YRS I �� i I �I lil I �� I I � �� II I I i I II i I i, i I i I II i I i, i I �� I I i�� 218 8 ; _�_�_ _ �� _��_� -�i-� i-� � i = _�_ �-� � � -�- - ,_ _ _ � _ _ . , _ - - - - - - - - - - - _.�_._ � � BASE HW ELEVAT lON = 2/97.0 FT _- _ _ � � � � � � � ✓ � � �_-� � � � � � � � � � � � � � � � � � � _ - _ :- -- _- - - - _.-:_ 218 H � L OVERTOPPING DISCHARGE = 1200 CFS � � � � � � � � � � � � � � � � � � � � �; � � � � � � � � � � � � � � �, � � � � � �, � � � � � � � � �, � � �_� - - ______ _ � � � � ' � ��_ _ i i--:��- -�i-i _�._ � i - -j- i I n- _ - - -�- � - _ � _ �-��- - - - - - - - - - - - - •�-�-�� ' - -i- --�--- i -- --i ---� __-� __ i i__ i-�__ i_ _ i_ : _i__- -__ i_i _i : i___ i_i_ _ __i_ _ _ _ i_ � i_ _ i_ __i_ _ _� _i _ _i _i i -i _-i -i -i -i - -i -i i -i --i _i _ i_� i- ------- - - - _ - -- -- - - - --- � i i � OVERTOPPING FREQUENCY- 100+ YRS _ , � r�_ _ . . _ �. .� � _, _ . _. _ � _ . _ �. . _ . _ _ . _ _ . -i : z_-- ,� _ __ . _ . _ . _ _ -- - � - - - ---_ __ __ _-- -- --- __.__ _ . � �� ; � � ;� ;, � ;� � � �� , � ,,, �, � , ,�, �, � -, !i II_ __i_� li II _ II i i i i_i_ _. .i I_ I i_I I_ _ I i. _I i I _ I i_I '_ �_� _� �_ -I �_, � i-_j_ - i- ' • -- i_i I_ i_ _i_ _ I I_ i I � � I � I i I i � I_i I_ _ i i i � - 2/96.8 -�� i � �i � �_�_ �� n � � 1 � _ i 1 � i i � �_ _ i_ _ � � � ,_ �_ - � �_ � i - � - �_� i_ - - -- - - - - - -- - - -- -- -- --__ _ �� OVERTOPPING ELEVATION - FT _-�-_-�- � � _ . _ _ _. . _ -- - - - - -- - - - - - - .- ._ J J -- --- - � ---. u __u___ __ �-! --I_ _ _ _ I :_ _�__L,_,___�_� _ _I _ I _ I_I__ _ -: I_ _ _ _ I_ n � - _ I_ -. I_ _ _ _ I_ _ I_ _ - - � _ -f -� - -� -! -� -! - - -! -� -! -� - -� -! - - - . - - - - - - - - -I -f � -� - I-I I_ ___ _ _ __ __ __ _.- _-- . . I I I I I � 2184 � � �� - � � � � � � � � � � � � � � � � � �� --- -- � � 2184 �9�30�2��6 i I I I I i I i I I i I i i I i I I i i I I I I I i I I I I I i I i I I_ i_ i_ I_ I_ _ I_ I_ I_ I_ _ I_ i I I i I i i I i I I I i I i I i I i I i I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I �- � I o DAT E OF SURV EY '� � _� _._.T _ _ _ u- --. -_._ � �__ ._. _ _�_ _ _� _ � - �-�-- - -- - - _ _� _ � _ �_ __ �_ _ _._ _ _ _ ._ _ �_ _ �_ _ _�_ _ _ _ �_ _ �_ _ �_ _ _�- - - - - - - - - - - - - � , , , __ - --- -- --- --- --- -- --- --_ ___. -_, _-_ __ ___ _ _ __ ___ __ __.-- � I ii i I. ii ii ii ii i ii ii i i ii i i I I i I I I I Il II i I il i I i I II i I il i I lil ___ __ _ _ ___ __ _ _ ___ _:_ I.. I. iii � W.S. ELEVATION �i� _,_i- �-i -� �_;_i_ _;�_ _�i-� -i-� -� i -�;-� - -i-� -� - i-� --�- - - �- - �- - �- --�- -� - �- - �- - �- --�- - �i �� -�i- �-� � - . -!- ---- -�--�- -�--- -�--�- -�--- ---- -�--- - ----- ------------------ ------------------ -�--------�----�----�--�- -�--------�--�--�- --�--- -�--------�----�-� --�-�-- -�-�----�---�----�-� --�-�-- -�-�------�-�- _�_-_!_ __ � AT DATE OF SURVEY - 2/89.1 FT , , , � , �-� -;-,-� -� - --; -� ;-; ,-� - �---�-,-� -�-- --; -� ;-; �-� - �---;-,-� -- - - �� 2180 2180 �o� �� 11 + 00 �� 12+00 13+00 14+00 15+00 16+00 �� O N � � N \ � �� ,�� LOCA TI01�: BRIDGE #244 O T�ER 1�OR TH FORI� CO WEETA CREEK 01� SR lll4 (SHOPE RD) TYPE OF WORl�: GRADI11tG, DRAI11tAGE, PA T�I1�lG � STR UCTURES p-� 111. C.D.O. T. WORK ZO1VE TRAFFIC C011lTROL � o F �- � 1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561 �� NORT ��Gh. �� 750 N. GREENFIELD PARKWAY, GAR11lER, NC 27529 (DELIVERY) ,�5 oF cq !y �wF;,,�,y � PHONE: (919) 773-2800 FAX: (919) 771-2745 O � `� ��,c. � .��.�,., — . s � a_;�: .u:��;>;� � � ��'� ��'�`� �„ ' JOSEPH E . HUMMER, PE � . STATE TRAFFIC MA11lAGEME11tT ENGI11lEER � � � � z � \- � �� m � TRAFFIC C011tTROL PROJECT E11tGI11lEER � ° ° o � � � � � \� �� TRAFFIC C011tTROL PROJECT DESIGI� ENGIIVEER Fti Qo� � WORK Z011tE SAFETY £� MOBILITY Zp T oF TRp,Ns L "jrom the MOUNTAINS to the COAST" TRAFFIC C011tTROL DESIG11l E11tGI11lEER �� rRAFF�G I1�lDEX SHEET N0. TMP -1 TMP-1A TMP-2 TMP-3 TMP-4 TMP-5 OF SHEE TS TITLE TITLE SHEET, VICINITY MAP, AND INDEX OF SHEETS LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, AND LEGEND TRANSPORTATION OPERATIONS PLAN TEMPORARY TRAFFIC CONTROL PHASING TEMPORARY TRAFFIC CONTROL PHASE I DETAIL TEMPORARY TRAFFIC CONTROL PHASE II DETAIL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ST� T STV Engineers, Inc. 1�/ 100 900 West Trade �t , Suite 715 C�CUI/�li Charlc�tte, NC 282C�2 NC License Number 1 —0991 NIKKI T. HONEYCUTT, PE CLARK GROVES TRAFFIC ENGINEER TRANSPORTATION DESIGNER APPR O VED: DA TE: ��[]E1E'1[° iv�, TMP-1 R OAD WA Y S TAI�DARD DRA WI1�GS THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANAUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1101.01 1101 .02 1101.05 1101 .11 1110.01 1110.02 1130.01 1145.01 1150.01 1205.01 1205.02 1261 . 01 1261.02 1262.01 TITLE WORK ZONE WARNING SIGNS TEMPORARY LANE CLOSURES WORK ZONE VEHICLE ACCESSES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS PORTABLE WORK ZONE SIGNS DRUM BARRICADES FLAGGING DEVICES PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE GUARDRAIL & BARRIER DELINEATOR SPACING GUARDRAIL & BARRIER DELINEATOR TYPES GUARDRAIL END DELINEATION ROADWAYS LE GE1�D GENERAL � DIRECTION OF TRAFFIC FLOW . �'�� DIRECTION OF PEDESTRIAN TRAFFIC FLOW ---------- EXIST . PVMT . �� • �� .- • ._•-•� NORTH ARROW PROPOSED PVMT. WORK AREA REMOVAL/BREAKING OF PAVEMENT TEMPORARY PAVEMENT TRAFFIC CONTROL DEVICES BARRICADE (TYPE III) CONE DRUM � SKINNY DRUM O TUBULAR MARKER TEMPORARY CRASH CUSHION FLASHING ARROW PANEL (TYPE C) FLAGGER LAW ENFORCEMENT TRUCK MOUNTED IMPACT ATTENUATOR (TMIA) CHANGEABLE MESSAGE SIGN TEMPORARY SIGNING IQ PORTABLE SIGN � STATIONARY SIGN p STATIONARY OR PORTABLE SIGN SIGNALS �-� PORTABLE TRAFFIC SIGNAL Srr,` , STV Engineers, Inc. j�/ �� 900 West Trade St., Sui�te 715 e��j� Charlotte, NC 28202 NC License Number F—�99'I TEMPORARY PAVEMENT MARKING PA P2 WHITE EDGE LINE 4" PAINT WHITE STOP BAR 24" PAINT PAVEMENT MARKINGS EXISTING LINES TEMPORARY LINES PAVEMENT MARKING SYMBOLS � � PAVEMENT MARKING SYMBOLS APPROVED: N O F y� ,,�,,, �� ,,,,�� \S.�oF NO R T H �q y� DATE: ��p��H �AR��.�''%, :�� - L I S T 0 F A P P L I CA B L E � �. •OFESS/0;� :4 '; p ,�� r _ :'Q� 9<.'. ' � �� ,� - SEAL - � ROADWAY STANDARD = 039234 = � SEAL = • � � m ° �' DRAWI NGS & LEGEND �%,ti.� ' c�NGINE�� '�� P �'�, e � . � '' • G`� . � �� e� ? . ��,,�T � �HONEy ��` ti Q ° O lp T O F T R p,Ns G DOCUMENT NOT CONSIDERED FINAL �� rRAFF�G UNLESS ALL SIGNATURES COMPLETED GE1�lERAL 1�0 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. LANE AND SHOULDER CLOSURE REQUIREMENTS A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING N0. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. PAVEMENT EDGE DROP OFF REQUIREMENTS F) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. G) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 350 ft IN ADVANCE AND A MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. PR OJEC T 1�10 TES TRAFFIC PATTERN ALTERATIONS H) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. SIGNING I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. J) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. TRAFFIC CONTROL DEVICES K) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT, 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REQUIREMENTS. L) PLACE ADDITIONAL SETS OF THREE CHANNELIZING DEVICES PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT CENTERS WHEN OPENED LANES ARE CLOSED TO TRAFFIC. PAVEMENT MARKINGS AND MARKERS M) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS: ROAD NAME SR 1114 (SHOPE RD) (-L-) DETOUR (-DET-) MARKING PAINT PAINT MARKER NONE NONE N) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. 0) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. P) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S OPERATION. MISCELLANEOUS Q) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING THE TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7) AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8-3) 100 FT AND 200 FT RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS. PROJ. REFERENCE NO. SHEET NO. 17BP.14.R.161 TMP-2 Sr�-�� T STV Engineers, Inc. 1�i 100 900 West Trade St , Suite 715 eQ�� Charlotte, NC 28202 NC License Number F-0991 LOCAL 1�OTES 1. CONTACT MACON COUNTY EMERGENCY SERVICES AND SCHOOLS AT LEAST ONE MONTH PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL BUILD AS MUCH AS POSSIBLE AWAY FROM TRAFFIC. MA 1�A GEMEI�T S TRA TEGIES THE PROPOSED CULVERT WILL BE CONSTRUCTED USING A COMBINATION OF ONSITE DETOUR AND LANE CLOSURES UTILIZING FLAGGERS AS NEEDED. PHASE I- TRAFFIC WILL BE MAINTAINED ON THE EXISTING ROAD, BUT REDUCED TO ONE LANE USING FLAGGERS AS THE DETOUR ALIGNMENT IS CONSTRUCTED. PHASE II - TRAFFIC WILL BE SHIFTED TO ONE LANE ON THE DETOUR ALIGNMENT USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS WHILE THE PROPOSED CULVERT IS CONSTRUCTED. A FLAGGING OPERATION WILL BE USED TO CONSTRUCT THE NEW TIE-INS. PHASE III - THE TEMPORARY TRAFFIC SIGNALS WILL BE REMOVED AND TWO WAY TRAFFIC WILL BE MAINTAINED USING TEMPORARY LANE CLOSURES TO CONSTRUCT THE FINAL PAVEMENT SURFACE AND PAVEMENT MARKINGS. APPROVED: o F oN N�G ��`��,�1CAR0��. J��\ °F NORrH �qy � DATE: .�` ��N �/N '% � .�`� o �t- '� ��.°FEss;°".:� --' ° �� `- � TRANS PORTAT I ON = � Q� 9��'• ' ,� � � � _ SEAL = � = 039234 = � 0 P E RAT I 0 N S SEAL ; � � � ° o =-2' FNGINE�� ' ° � � � P LAN ,,��; •. . � ,.� � � � ,� .� �� - � i,��//T' IHI�`E(\\`� 'L SQ o O 2� T �F TRPN G DOCUMENT NOT CONSIDERED FINAL �F rRAFF�G UNLESS ALL SIGNATURES COMPLETED PR OJEC T PHA Sl1�l G PHASE I STEP 1: INSTALL ADVANCED WORK ZONE WARNING SIGNS IN ACCORDANCE TO NCDOT RSD. 1101.01 SHEET 3 OF 3. STEP 2: CONSTRUCT TEMPORARY DETOUR ROUTE FROM -DET- STATION 12+90± TO STATION 15+75±. MAINTAIN ACCESS TO DRIVEWAY. SEE ROADWAY AND STRUCTURE PLANS. STEP 3: USING NCDOT RSD. 1101.02 SHEET 14 OF 14, INSTALL PORTABLE TRAFFIC SIGNALS. INSTALL TEMPORARY DETOUR ROUTE FROM -DET- STATION 11+46± TO STATION 12+90± AND STATION 15+75± TO STATION 16+22±. INSTALL SIGNING, TEMPORARY PAVEMENT MARKINGS, TEMPORARY GUARDRAIL, TEMPORARY SHORING, AND DRUMS AS SHOWN ON SHEET TMP-4. PHASE II STEP 1: ONCE SIGNS AND DEVICES ARE IN PLACE, ACTIVATE PORTABLE TRAFFIC SIGNALS AND PLACE TRAFFIC INTO A ONE-LANE, TWO-WAY OPERATION. STEP 2: AWAY FROM TRAFFIC, PERFORM THE FOLLOWING: REMOVE EXISTING STRUCTURE 550244 AND CONSTRUCT PROPOSED STRUCTURE FROM -L- STATION 13+86.42 TO STATION 14+15.58. SEE ROADWAY AND STRUCTURE PLANS. CONSTRUCT PROPOSED -L- INCLUDING ONE LAYER OF FINAL SURFACE COURSE FROM -L- STATION 11+70± TO STATION 15+50±. STEP 3: REMOVE TEMPORARY DETOUR FROM -DET- STATION 11+46± TO STATION 16+27±. STEP 4: USING NCDOT RSD. 1101.02, PLACE FINAL LAYER OF SURFACE COURSE FROM -L- STATION 11+70.00 TO STATION 15+50.00 STEP 5: REMOVE ALL TRAFFIC CONTROL DEVICES, SIGNING, AND DETOUR ROUTE SIGNING. OPEN SR 1114 TO FINAL TRAFFIC PATTERN. PROJ. REFERENCE NO. SHEET NO. 17BP.14.R.161 TMP-3 Sr�-�� T STV Engineers, Inc. 1�i 100 900 West Trade St , Suite 715 eQ�� Charlotte, NC 28202 NC License Number F-0991 APPROVED: o F N G �1�11111111/� ,\c�\ �O N o R r H / y�L DATE: \��.�`�-�N CARp�� ,�� `� c�Ro �,� �` ��•�FESS%ON•:q '�� 4 �� c1+ - `¢� 9`'� - � � � � TEMPORARY TRAFFIC = SEAL = � = 039234 = � SEAL = • � � m ° �' CONTROL PHASING �%ti.�'ccNGINE��'�\�� P -�� '' � •�� `� � � e� ? ////��H��1�\\\\ 2� �T �F T R PNSeo �'O DOCUMENT NOT CONSIDERED FINAL �F rRAFF�G UNLESS ALL SIGNATURES COMPLETED � JS JS END ROAD WORK G2o-2a 48" X 24" 0 � � JS 0 + � � - _ - / � - -- � - -- - � � � � / / ��, g5 � ��BEGIN DETOUR / � -DET- STA. 11 +46.85 / / � / / � JS 1�� TYP. JS TEMPORARY SHORING �S � \ _ - NpRTH F�REEK � \ _ C�wEETA C JS — --- o '� + M � � -L- -D ET- STA. 13 + 83 +� TO STA. 14 + 2 3+i �R�Up r(,2 SEE SHEET 2B-1 TEMP. SHORING � o � h � � ( � � o -� � _ � � � g' o � M� � � ~ \ \ � �� --� \ \ � W \ �8�\ Cg \ \ \ GREU�-2 � � . \ �\ _ � GREU TL-2 � : . Z � N O � ROAD WORK PROJ. REFERENCE NO. SHEET NO. 17 B P. 14 . R. 161 TMP-4 Srr,t T 100 STV Engineers, Inc. j�/ yoo wESt �r�ae st., sU�t� ��s �� cnarlotte, Nc 28202 NC License Number F-0991 AH EAD � W2 0-1 48" X 48" � � � � � � � � � � E �ND DETOUR � � � � -D�- STA. 16 + 22.59� � I ' � , i � � � � � � % � o � , � i i � / I / 1 � � � � / I \ / I � , �� , � , �� -.--�.� �__, TL-2 � � � \ \ ✓��M� \ \ � � 1 \ � �� \ \ � \ \ � � �\. _, \ � � � ✓ � ✓S� \ SCALE 1 " = 2 5' ✓s — � �� \�S � � _- � �s END ROAD WORK G20-2a 48" X 24" JS O �S APPROVED: N O F H� \\\��►�111111►1/��/, \S��OF NORrH C�'h.� DATE: `��. ��N CARpG�,�'%, � �`� �o �,� �` �� •�FESS%O�y •:9 ''�� O �Q- �. c!+ _ : Q� 9<�': = "' v = : SEAL : _ � � � � TEMPORARY TRAFFIC CONTROL = 039234 = � SEAL = �: ` � � � °o PHASE I DETAIL '�.,?�,,� �.N�INEE �'�\�� ,,, � , � �� Hi��`� `�ti e° O Zp T OF TRPNS G DOCUMENT NOT CONSIDERED FINAL �F T R AF F�G UNLESS ALL SIGNATURES COMPLETED PA T�EME1�l T MA R I�I1�l G PLA 11 t THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANAUARY 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 1205.02 PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS 1261.01 GUARDRAIL & BARRIER DELINEATORS - INSTALLATION SPACING 1261.02 GUARDRAIL & BARRIER DELINEATORS - TYPES AND MOUNTING 1262.01 GUARDRAIL END DELINEATION 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 ON THE FINAL SURFACE. ROAD NAME: MARKING SR 1114 (SHOPE ROAD RD) PAINT B. TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. C. REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. C. TEMPRORAY PAVEMENT MARKINGS ARE PLACED IN ONE(1) COAT OF PAINT, AND FINAL PAVEMENT MARKINGS ARE PLACED IN TWO(2) COATS OF PAINT. �— / / � / � / / � / BEG/N PA P� MARKINGS T/E T 0 EXIST lNG —L— STA, 11+70 PA — PAINT (4" WHITE) PI — PAINT (4" YELLOW) � � N \ � N \ � 0 0 , PAVEMENT MARKING SCHEDULE WHITE EDGELINE DOUBLE YELLOW CENTER LINE � � — � 0 � PROJ. REFERENCE NO 17BP.14.R.161 SHEET NO. PMP —1 SrrT T STV Engineers, Inc. �� 900 West Trade St, Suite 715 ��j� Charlotte, NC 28202 NC Licerise Number F-0991 END PA Pl MARKINGS T lE T 0 EXIST lNG —L— STAe 15+50 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: \��N CAl�'p �� ii . � ��Nq �',. ;` �° •oFE'ssipN •,. ' ; ; :�Q� q�': ; = SEAL = = 039234 = '.�•� FN�INE��' '�.�� i��'�� '• . ' �\�� /��/'T' fHl�1� \�� BRIDGE #550224 r O O N � c!� Z Q Z � \ � \ � \ � � � PAVEMENT MARKING DETAIL SCALE: 2O � oF y, REVISIONS ,\S\�of NORTM CG/y�L DATE: 2� 1 � 1 8 a P� 9�� 9�ir DWG. BY: E RW o 9 ° z E RW P� P ' DESIGN BY: � p"� T N5 �Q- t" p � REVIEWED BY: MB E o�� TRAFFICPG�� F LDD � BEGl1� PROJECT WBS 17BP.14. .1 -L- STA.11 + 70.00 �; �, THIS PROJECT HAS BEEN DESIGNED TO SENSITIVE WATERSHED STANDARDS. ENVIRONMENTALLY SENSITIVE AREA(S) EXIST ON THIS PROJECT Refer To E. C. Special Provisions for Special Considerations. GRAPHIC SCALE THESE EROSI011i A1VD SEDIME11tT CONTROL PLANS COMPLY WITH THE REGULATI0111S SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTI0111 PERMIT EFFECTIVE AUGUST 3, 2011 AND ISSUED BY THE NORTH CAROLINA DEPARTMENT OF E11iVIR011IMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. �� I'' I '� � . .� . .; _ ��. � � . � � I� � .,�� I�� ) '�'� I�� I'� ��) I'' ��) � I�: II) �' ., �; � � �. � . � �. . . ., � i � � • ♦ � il LOCA TI01�: BRIDGE #��0244 � T�ER 1�. FORK CO WEETA CREEK 01� SR I114 (SHOI'E RD) STATE STATE PROJECT REFERENCE NO. SHGE� T�TAL NO. SH��TS � � � � 1��oldoRal61 ECpI 13 STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 17BP.14.R.161 P.E. 17BP.14. R.l 61 ROW & UTI LITI ES ��N �N� ��IM�N� C�NT�� M��I�V�� ES d• � �escri�Eion �1 1630.03 �C',�Il�� Il➢� �Il�� o 1��o.OJ ll ��mrn]��9�°��g �Il��m�ll�ICll � Tp � 1605.01 ��,�� ➢� ]F�� 1606.01 �� ll �� lF�� 1622.01 �l7PllllIl4ll� ]Cc�1C° ��I71]��1C°�ll�j� ��1C°Il7YIl� a'�IlIlttll �ll�]�� 7C'�Lll]C➢S �`- !- 1630.0� �Il➢� ]�� °I[�s �� . . . . . . � 1�33.01 �� IE�� Il�� Cll��$ °I["��d� � ��Ilall]��IDIC°�I�'jv �c��C1k� �Illli� �ll��Jl� ��][��cf�l 6�Il�llIl ��.IlIlIl� �IlilQll ��ll��]C°}�ll�II7CIlIlQll� �111 �� 163�.02 �I°�� I�� Il�� 1� ��]B ' V'V' �l��ll� � ��Illt ll' Illb�]C° W�Y �l l��ll� - - - - Ew- ----�----�----�--' CFW- �'V' dd�l�ll� ��IlIC° ll' IlI��IC° V'�Y a°��I�ll� � �Il�l� I[��Il�l� QI[��1�� 163�.01 `��an� IE��I� ��IlIl�� o � TYl'E OF WORK: GRADI11tG, PA T�I1�G, DRAII�AGE, �' STR UCTURE 1��.02 �� `�Il��Il�� _ �S� � ---�JS��_--- �S ��5�---�JS I � BEGIN CONSTRUCTION -L- STA. 11 + 46.53 -L- SR 1114 (SHOPE RD.) BEGIN CULVERT -L- STA. 13 + 86.42 Prepared In the Offlce of: S�� T STV Engineers, Inc. �/ 100 900 West Trade St., Suite 715 �,�i Charlotte, NC 28202 NC License Number F-0��1 MARK PUGH NAME Deslgned by. 3960 LEVEL III CERTIFICATION NO. END CULVERT -L- STA. 14 + 15.58 1'iD��.O� �tD�ll� �Il]�� IlIlll�I� ��QllIlIl7CIl�Il7l� �IC'�l J�D �}�]��P� - - - - - 1635.02 IE$��1� ]Pa�� ➢�� lIl�� PIB � 1'r/�0a0� ��llll1IlIl1l� ��ISIlIlll lC�]C" ��lIlIl7l7]��1 �7C�llIlII�IIIl� ------------------- � 1630.06 ��ll ��Il��Il�� l��Il� � E11tD PROJECT WBS 17BP.14.R.161 �� Il�� a -L- STA.15 + 50.00 1�32.oi �°�� q � - 1 I I I 1 1 1 i � i i �� 1 I �� ,� 6ST � � � 1'� \ � i � � \Us ¢¢f� \/�� I� �� END CONSTRUCTION -L- STA. 16 + 2 7.12 �\ J ,-� �s /�\ / c� �� S � _ / �� S � � Revlewed in the Office of: ROADSIDE E1�T�IR011tME1�TAL U1�IT 693 Mountain Rd Hendersonville, 111C 28791 2018 STA11tDARD SPECIFICATI0111S Revlewed by: REID WHITEHEAD, PE, CPESC 1632.02 �'�� - B � 1632.03 �I°�� C � � ll� Il Il�il IIIYb � 1C° �� Il Il➢ � IIY R Il�1C°�Qll �II�IlIl1TIlIl7CIl�1� �L➢��IlIlll ............................. �IIIl]CIlll�1C°�i�Il�IlIl 1LD��IlIl]i � \ \ \ \ \ \� \ \\ ✓s \J \ S Roadway Standard Drawings THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A 1622.01 Guide for Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B 1630.01 Riser Basin 1634.01 Temporary Rock Sediment Dam Type A 1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B 1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A 1630.04 Stilling Basin for Pumped Effluent 1635.02 Rock Pipe Inlet Sediment Trap Type B 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing 1631.01 Matting Installation COIR FIBER n► inenv � SLOPE ISOMETRIC VIEW �' i ipci np� EDGE OF PAVEMENT CROSS SECTION VEE DITCH 2 IN . see Inset C � r MATTING 2' UPSLOPE STAKE CROSS SECTION TRAPEZOIDAL DITCH _ GROUND NATURAL GROUND 2' DOWNSLOPE STAKE FLOW NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. 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 WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. INSET A AM � 1 oz. > �A�� INSET B oz, 'AI � 1 oz. � INSET C TOP VIEW ISOMETRIC VIEW nT� -r rr��nr � 1 G Y Y/"� 1 1 L L VIEW FROM SLOPE NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND LENGTH OF 10 FT . EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLE ON TOE OF SLOPE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED. INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE STANDARD SPECIFICATIONS. . INSET A F I L L �' ^"� 1"-2" TRENCH - -,► ...- --. - SIDE VIEW �ILT FENCE POST = INSET A DOWNSLOPE STAKE SEDIMENT CONTROL STONE STRUCTURAL STONE 1' MIN EXCELSIOR MATTING EXCELSIOR MATTING PLAN �2/3 CHANNEL WIDTH o � o� � � � � � �i SECTION A-A O A See Inset 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. 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. INITIALLY APPLY TO TOP OF MATTING EVENT THAT EQUALS 4 OUNCES OF SECTION AND OR EXCEEDS POLYACRYLAMIDE (PAM) AFTER EVERY RAINFALL 0.50 INCHES. INSET A CLASS B STONE c 1' MIN 12►► o J � o O��O� � D � O D � O D� � � � � � � 0 � n � � o O o o G o o O G o O G o �o � �o � �o � �o �� o � SECTION B-B �� EXCELSIOR MATTING � CLASS B STONE �IOT TO SCq�E �� " [ � .�� "I�I��I� C�> 1�� I-I 1� 1 I-I �� .-� �� \ (�� i'� ' I ' I-I � � . �� i'� (�> [ . [ \ . �� SITE DESCRI�TlOIU STABI�IZ�ITlOI� T/ME T/ME�R�IME EXCE�TlOIUS PERIMETER DIKES9 SWALES9 DITCHES AND S�OPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE ALLOWEDo SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTHo ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo �ll�l �� 1 �I(�)\ �"I� .�� "I� I�: (�> l�. C�) I�� I-I I� 1 I-I �� .�� "� \ (�) i'� " f � I-I � � . -� 1'� (�> I _ I \ . -� IL TABlLlZA Tl 1� 1��A TTI1�G FOR ER OSI01�1 C01�lTR OL CONST LINE FROM T� SIDE SHEET lV Oo ST AT l0/V ST AT lOIV EST /MAT E (SY) `} —Y— D I STUI��D A(��AS ��C� I N �ND �T/i�T 2000 �— — Y— �X I 5T I NC� D I TGH I I+ 50 I 3+ � � I� T 7 5 9- -��T - v� � T�H I 2+ 50 I 3+ 50 �T 50 5U TOTAI� 2125 M15G��AN�DUS MATTIN(a TD �� INSTA ��0 A5 OIK� T�0 �Y TH� �N6�IN��K 0 TOTA� 2125 5AY 2200 MMAR Y HEET U PERMAI�E1�lT SOIL REII�FOR CEMEI�T MA T COIV ST L�NE FROM T� Sl E ST IMAT (SY) SHEET lV Oa ST AT l0/V ST AT lON D E E CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 4 ENVIRONMENTALLY SENSITIVE AREA SEE PROJECT SPECIAL PROVISIONS NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B AND TEMPORARY ROCK SILT CHECKS TYPE - A AT DRAINAGE OUTLETS. NOTE: PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CLEARING AND GRUBBING PHASE. � � / � , i _ � � � \ � � 8� � M� � � `, \ � '� \ � vv � � / � L - /_ _ .� � 1g,v� ,,,__--- _ __----- _ � ; � " -- -- -- / - _ ; - = - - , - � � , -;- - - , C�� ' � � � � � -- / - � TEMPORARY SILT FENCE � �S .,nTL1 FORK PUF � . . ,� � ` I � m �'�, ` � � , � � � � '� � r ` rn-� _ ---- ---- � � � � `� l W � � -c� � � � � ,_� -- — --- --______ ,,— .. �, ',\ � , � � , � ,, �E � , � � c� ,' `� `,, , � � � � `� � � � � � � \ . � � � �\ � rn , �� `� � � � � . �� \ � � � � � �� ` � � � � � � , �� , � � � � � . � . � ;� �-- -- --- —� � \ � � � � � �Yj � � � � �� / ' � � � \ �\\ �\\ \\ � �\ �\ �\ �\ ��\ � \ � �� ,- � � � � (p ZZ � \ � , � \ �� `, ` � �� t � � � -------------_ ��r '� , � `� . �\ `� '. � , , � � __ �Z� � � '.� � , � ` �\ � �\ \ ` ` �\ \ \ � / ' � � � � , `, , � `, � � � � � �� --- � � � � ` � � � / -' ----- �, � , � � , '�� - __-- ___ � � � � � \ ` . ✓ � _-- --_ � � � � \ � -- �� \ `, � �� \ �� , �� ' , \ � � _-- � � . � � . . � � ,,- �, � � `� �� , � �� ' `.� ' � � �` \ �� `\ `` �` \ `� ��, �� ' \ \ \ � _ ' ,\ �\ � \ � � � � � -' - � � � � � \ -� � ------------- ,, ,. \ \ � , � - � ,--- , \ , . \ , � , \ � � � , , � � � , � , � , � � � ,� � � - , � � � �� \ . ,- � � , � , � � � � ` ` � � \ �' ,-' � �, `, � � � `, � � � ` � � � � � � � � , � , , � � � � � � �' ,,-' ,, -------,, `.\ �, �� `, �\ � `, \ �\ �\ �\ �\ � �' -�� _--' ` � `� `, '� � `� �� , . � � � , ; ___ ____ �� , � •� '� �� `, `� �� _ _ � \ Z1 � � / J�v � \ a Z � N O � � P TING DETAILS SEEDLING / LINER BAREROOT PLANTING DETAIL HEALING IN 1. Locate a healing—in site in a shady, well protected area. 2. Excavate a flat bottom trench 12 inches deep and provide drainage. 3. Backfill the trench with 2 inches well rotted sawdust. Place a 2 inch layer of well rotted sawdust at a sloping angle at one end of the trench. � 4. Place a single layer of plants �/ �� r against the sloping end so that � the root collar is at ground level. �j •. I . /j\/ � G \\\,\\\/� ��///i i 5. Place a 2 inch layer of well rottedy ' �, Y � � sawdust over the roots maintaining / a sloping angle. � ,, . . i,�i . � �i�� i��i i��i��i� ': . ��j�� . i��/. .: � 6. Repeat layers of plants and sawdust as necessary and water thoroughly. i DIBBLE PLANTING METHOD USING THE KBC PL�NTING BAR 1. Insert planting bar 2. Remove planting bar as shown and pull handle and place seedling at toward planter. correct depth. / 4. Pull handle of bar 5. Push handle forward toward planter, firming firrning soil at top. soil at bottom. PLANTING NOTES: PLANTING BAG During planting, seedlings shall be kept in a moist canvas bag or similar container to prevent the root systems from drying. KBC PLANTING BAR Planting bar sha11 ha�e a blade with a triangular cross section, and shall be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend rnore than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. 6. Leave cornpaction hole open. Water thoroughly. z �� 0 � � w � � � � � � �r �� z 0 U Q � � � � � � m � � 0 o' �� o <� � r� � # z O �� cu Q w� �� 00 �� , � z �Q �� >� �� ' � / �� l� ��M�i ' � � � � � �� JS_ � � ._ _ _ _� �- / / � / � / t �' / 1B g5 / / � � BEGl11t � � Z� STA � / � � � � / �� / / / � � �� / / \� I� , i �� ', � ' � ' � ` � ` � ` i �� GRAPHIC SCALES -� � � -� :� �� ., I1�DEX OF SHEETS SHEET 11t0. UO 1 UO-2 LOCA TI01�: BRIDGE 1�0. �50244 O T�ER 1�ORTH FORK SHOPE CREEI� 01�1 SR 1114 (SHOPE R OAD) TYPE OF WORI�: AERIAL POWER � TELEPH0I�E BEGIIV PROJECT -L- STA 11 + 70.00 � - � —15—� , JS��___ �-- ��5�_--�JS� I `v� COIVSTR UCTI0111 11 + 46.53 DESCRIPTI01� TITLE SHEET UTILITIES BY OTHERS PLA1� SHEET BEGIN CULVERT -L- STA. 13 + 86.42 END CULVERT -L- STA. 14 + 15.58 END PROJECT -L- STA 15 + 50.00 � / � � I � � �� ` �� I 1 � I I �M � \ 1 I � � I 1 � / / � � � \ ! I � � / I � ��]�� ]�� , 17BP.14. R.161 / � � � � / 1 � �B"esT � I \ W� e \ � � � I \ � � � / � s \� \\` �\ \\i�/ � � � \ � o�' �� .—e�M-� � � � � �i � \ � � �� \\ � � \ \\ \\ '�, �,� ` E11tD C011lST�Ri�ZCTi011t _ � � ��<� � `� —L— STA 16 +27.12� � � '� � � � � � \, � �S � \ \ 1 � � � w � \ � � --- \ o� �� S —� �� \ � � � � � � � �� \ � `' \ o � � �`' �\ � �s ✓S \ ` � \ ✓s � \ \ � _ / �� \ ��S / \ � � / \ C� � O �S ,� UTILITY O W1�ERS 41� PROJECT (1) POWER — DUKE E11tERGY (2) TELEPH011tE — FR011tTIER COMMU11tICATI011tS PLA11lS PREPARED BY: raughn & Melfon Consulting Engineers 1318-F Patton Aveo Asheville, NC 28806 828•253•2796 NC Licenese Number: F-1088 Robert Golding Lynn Mann, P. G. s .\ PREPARED FOR THE OFFICE OF: DI VISI0111 UTILITIES SECTl0111 OF HIGHWA YS E111GI11�EERIIIIG 1591 MAIL SERVICES CE11tTER RALEIGH NC 27699 1591 PH011tE (919) 250-4128 FAX (919) 250-4119 DIVISI0111 14 UTILITY COORDIIIIATOR UTILITIES PROJECT COORDI11tATOR �lE�[lE]E°I[° 1�T�o U O-1 • � � E1� ��S �-�,- /� ^ � JS \,N�RT F R �S ---\-� � � ` � �S�/O,�E CREE� ��' ----JS� / , � � � � � � � � � � � i � e� / � l � � � / m � z�� •, s'CT WBS 17BP.14.R.16I STA. Il + 70.00 .is-` Ex�SSW� R�W /� � / / T � / g g5 / / Ex�°. EIP / / 6a / �2o O / �N� � � / / s 0 1` / / � / �'� / / �� //� 2"0� \\ �� / � � , � ��,e : }:= =� 5., �, " I � \ �/ 1 -. / � �� 1 3 �� \� �� `� � � �� \�� s � ��^ �� o�� \ \� �� D O �] �L o� s � 9 V� � / � BENNY HAMPTON DB Y-36 PG 1679 � � JS - - � JS � -JS F i - �i.,1�t,^-�r». � .. / / / F � F� � � ~_ �► F F „ ,��'��' ` BEGIN CONSTR UCTION -Ir STA. 11 + 46.53 O ERICK C. MAITRE DB U-27 PG 1155 �°23'46° E 33103� NEW PERMANENT 45' JOINT USE POLE & ANCHORS � 0 N � �' o W W � O 0 6, � NEW PERMANENT 45' JOINT USE POLE & ANCHOR - NOR7 � r �R� � CQd�EETA CREEK � d, �' �JS� — --- PUE PUE PUE ROP 0/H POW & TEL LI F � -L- )PE RO SR lll4 BEGIN CULVERT -L- STA. 13 + 86.42 F E END CULVERT -L- STA. 14 + 15 .5 � P�E DUKE ENEF ��#(I) (29) � � pVF O�y p P�E� �w F� C P i FM�� . � _ � � \\\\� �� a � �IP � F� F � � \ � \ ti^�. � W,� F � � � \ NEW PERMANENT 45' � JOINT USE POLE ,.3,.t& ANCHORS 38' STR UCTURE 550244 MAC01� COU11lTY PROJECT REFERENCE NO. SHEET NO. 17BPo14oRo161 UO-2 UTILITIES BY OTHERS NOTE: ALL PROPOSED UTILITY WORK SHOWN ON THIS SHEET WILL BE DONE BY OTHERS END PROJECT WBS 17BP.14.R.I61 -L- STA. IS + 50.00 "" `t.� I � S 9j% � � ��3 g.��F I 1 \ I I „3?a • E I I � a� "i3 za � \ I I I I I I 4,�,�� i�^'� R\ I I 5 � � \ l I O � � � \ \\ INV=21B6.81' � / \ � �,2q, ig-6s � �. � � �_ ,yr� � a � � �� l �r_ Z � N O � ;� � I \ �'� , i � \ \ DUKE ENERGY � � � � � � � 1 1 1 1 1� 1 1 1 � • • - `� EIP \ v.. ,vV R/W \ ' \ � . ' . . . . # . � � � \ E_ 91 E � \ \ \ \ E 1 \ � � �E � E E� � i \ � c^ p-� \ \ m. � \ INV=2185. 7' W ' y \ \ \ \ � ��E� `� � N \ \ ' \ � / � ��B � � END CONSTRb�CTIOIC� � � � 1 � \ y � ;., DET- STA. 16+2 .12 ✓s � \ �m � � \ �" \ � \ � � � � , � � � _ �,j . \ � O � J' � ✓S � � \ � \ \ \ \ \ `\ \ \ (_ \ C., � � � O \ �—J /� � ✓S Sy �'TH �S � / \ _ _ o'°F c °R.t \ ` � � ✓S � \ R��'� y\ � / \� \ \ � �S / \ \ � C� � 3 O '�S \ J, s O DOROTHY GERALDINE BELL ROBERTS DB L-22 PG 396 ✓V ✓S \ __ \ \ �S �.� 80 SCALE- I1x17 r Charlotte, ❑ North Carolina 704�357•0488 Tri-Cities, ❑ Tennessee Vaughn OC �elton 423 •467 •8401 Knoxville, Consulting Engineers ❑ Tennessee 865�546�5800 Asheville, Middlesboro, ■ North Carolina � Kentucky 828•253�2796 606•248•6600 NC License Number: F-1088 Spartanburg, Copyright � 2006 Voughn & Melton, Inc. � SOU1'h Carolina AIIRights Reserved 864�574�4775 N� 6KDZTZI,7/19/2018,U:\02-EXCEL\2018-07-19\17BP14R161_Earthwork XSC Volume Summary.xls PROJ. REFERENCE NO. SHEET NO. STATE OF NORTH CAROLINA 176P.14.R.161 X-,A DIVISION OF HIGHWAYS SUBSURFACE INFORMATION IS AVAILABLE ON THE STRUCTURE PORTION OF THIS PROJECT ONLY. NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY Station Uncl. Exc. Embt Undercut L (cu. yd.) (cu. yd.) (cu. yd.) 11+70.00 0 0 12+00.00 1 2 12+50.00 1 50 13+00.00 0 150 13+50.00 0 267 13+g6.42 0 245 14+00.00 0 104 14+� 5.58 0 98 14+50.00 0 115 15+00.00 1 63 15+50.00 1 3 Station Uncl. Exc. Embt Undercut DET (cu. yd.) (cu. yd.) (cu. yd.) 11+46.85 0 0 11+50.00 0 0 11+85.29 1 3 12+00.00 1 2 �2+50.00 1 10 13+00.00 1 34 13+50.00 0 95 14+00.00 0 121 14+50.00 0 110 15+00.00 0 106 15+50.00 0 70 15+gg.64 2 21 16+00.00 0 0 16+24.07 1 1 . . O 2.5 5 PROJ. REFERENCE NO. 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I . , _I : � ; _ : _ i _ . _ �_ _. � __ _I i . _. � _ _ _ _ I� � I � -- -- — , —, I i__ _ ' I —. — _ _ . .— . i � - -- . _ —. _ i i _ I i _ i '�- 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 -------�---- - -- -------- --_ _� _;_�_ _�_ ;___ ;_�, -,_� _;_�_-_L_ ;____�_L,_ ; ------ -----�-- - ------- ---�-�___,_ __ _ __ ____ ___ __ _ _ __ ____ _ �,. .i�,_i� ��, I� I� _ I_ � � I� � I_ I� � _ _______ - --- —____ ___ __ _-_ _ __ ____ _ �-_ __ ____ - � -� - , _� - � � -- - � _ � � � � �� _ --- _ � i � _ _�_ i __ _ 75 -__= 70 65 _'�_'_ 60 _'�_ 55 ='� 50 � 45 __I_ _ __ : � �� _ � _ ____ _-_ __ i �_i i i i �__i i � i i � i_, �— i i �_i i � i - � i �-� � � � - - -- -- i _ _. �i i I-- _ . . il _ _ _ _ _ . _ - _ _ . _ _. _ -. - _. _. . �- . ' _ _ -- - - __I : -I - --- - __ i ii ii: � � � � � -- --- --- - � -- �I 'I - --- - __ . � �� : , , � � _. 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I _. _I I_. _ ._I _' I ! _._I _ ._. I _. _. I _. _ ._. _ ! _. !_I _ 1_'_ ! _. - ��--- 2225 � �� , �_ �� '� - � � i i i i i i i i ii i� i � � I_I I � - � - � ._. I ' I ' ' I ' I � I �__i ___ / / - i iii i i i i ii / ' , / --- � � i � � i i i i i i i i i i i i I I i � I�i � i _�� I I I I I I I I . I . I I I . . . . . . . . . . . . . I_ I_I I-- --1 . I - I - I---1 -I __I --I ---1 _I ___I I__I I I I- I - I I I I_ I - II _. _II __ I__ _ I I I I_ II I >. 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W . . . . ___ __ _ _ _ __ __ _ _ _______ ___ . ---� i I I I �-- -- — — _ — _ _— _ — I I I i j j j i ——— — � I�� • � - - - ----- -- � � 2205 -�i -i � n - � . - --_ -_ - _ --__ -_ _ _ - _ --__- _ - - - - - - - - , -, — : �� __— , �, �, i i ii � ii� i � � �' � -� •-- - __ . . . . - . . -_ -. _ _ - - - - - - --- i � � � - � i I I _.--J I - - - - - i --- / i � _ . . _ . -�j I -,_ _I_, _, � i- i i I i i � i _ ____ I i i i i I I� � _ _ . -- -- -- _. _ _ _ _ _ _ __ I I i _ / �----�---- _--_ � -. - -- - _ _ _ _ _ _ _. _ _ , - - - - - - _.� � _I . � . I_,_ . ,� I_. _ _. _ - _ _ _ _ _ _ _ _ - _ _ _ I / � i_ _ _ _ _ _ _ _- _ - - _ _ ___- I� �_ _�I- � I �� I_ _ _ _ _ _ ___ _ � � . - � -- _ _ _ � �__ � -� - 2200 � , _. �_ _ u __�___ ___ __ _ _ _-_-_-_ __ _�, � � �---; -_ VI � � � =_ � _ ___ _ _ _ ___ ___ ___ __� _ _ ___ ___- _— _— _— � � � � � � � � � � � ,, �r— i i _ _ _ _ :: _ _ � _ __ _ _ _ __ _ _ - _ _ - _ _- � _ _ � _ - � I I __._ !� �I '!I i!I, �� _ _ _ i i � � _� ' . 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I .- �, '� � � � � ! � , � ' ��' ' � ��' � ' � � ' � _. _. _. _. _._._ ._._. _. _. _ ._. . '_ _. _ � � ___ ; ; �, �, �, , ; �, �, �, , �, �, '� � I, _ 2/95 :__. I _ . ._.__ __ _: . .__: . . _ . . _: --- - -- - I --- i _ _-__ _ __ - _ -__ -__ __ _ i - - ii i i i i i i i�i ii i�i: i i �i�� i i�i i: � i i i i ��ii !� !- i i i i i ii � � I - -._ _ ._ _. _. _. _ ._._ ; _. ;. _ ._._ _ _ _ �� - _ - �' ��; �' - �� ',-. . 2/90 _._. _ _ _. _. _ ._. _ _. _. _ ._. _. - � ' ��' �' � ��' � ' � � _ , � � __ �� , , � � _ � _ _. _. _ _ _ . i il : _. _ ._. _ i _ i i i i i i - --- - -- � � � � � _ _ _. _. _. _. _. _i _. � �: , _ --- - - - '- - - _ _ i -i_ - - i � � - � .:, _ i i I� I -li ,__ _i_ � I-�- _._. _ ._. i _. _. i _. _ ._. _. i _. _ ._. i _ i _. _ i i i � -- i �� i_ � ' ' � i , � - __ 223Q _._ _ ._ _ _. _. _ _._ _. _. _ ._. _ _. - � �� ----- � � . �-: _ � �� i_�i_i_ n n� I � ; y - � �—_ i —� , I i i i i iii ii i iii i � ii i i � i i ��i i i i � , ; _ _� - ---- - - - - - - - - - --- - - - - - - - - -- - - - �-� - i __ ___ --- __ _ ___ _ _ I i�_ li i_ i i�_ i i _C� ;_ -�i i I I_C ; i i; I I i I_C i_CI_ � ! �, I I I � � � �� , ,. � _ - _ - _ � 2225 I ! I I I I � i i � I i i i i i i I! _! _. ,/ - ._ i -- . /� _ _ _ _ _ _ _ _ / , - - -- _ _ _ _ _ i- i J LiL LiJ _ 1 i _�._ _L�1 _ �f i . Li L� I / � i � � _ _ I _ _ _ I _ _ _ _ _ _I _ _ i �i � � _ I I-f I-I I I-I J-I _I I_._ I_. 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I_ � I i - - .-- �-------�� = ,-i - -i - � . li --- i _ . _ �� I I I I I I I I_ � I� i I I-� --�-,-_- I I I I ii ii i i ii ii i i ii ii iii � ii� I I .-_ I I il,_ -__ _I I I i II 'ii li I Ili II I i III II I I I� i i i I I III I I III I I I I -. -. - _ - � i -� -- - --� . __�i - �i _ - i i i i i ' I I I �--- I �I -- I __ __I_ _ —.— — — ---- _— -- --- - __ �T ____. _._. _._._. _._._ ._._. _. _. _ ._._. _. _ _. — � � --- 2200 � , 0. 040 � _ � � � � � � � � � � � , � � _ 2200 N 0. 040 � , ; , ; , � � � � � � � , � ' ' ' ' � _ _� _ � � � � � � � �� i_. i� _. i� i_ �I __:_:_.-_ _._ '` : _ _ - i - � _. _ _ _ . _ - � II '• - I I I I - _ i I _ I __. _ . _ _._. _ _ . _ _ _ _. _ _. _ . _ I I _ � J�I � ? I : i i i � i i i i � � � � �_� �•�, -I- i _ II I I I� I II I I I I I I ��II ___ _ _ -- _ _� � �--� _-_ i Ilii liil iiii II I I II �� — �� -- _.__ _. — � � _. I_'_,— T i _ __—' --__ - —_---__ —__ __ _—_---_— — — - — --- — i-- ------------- _. _ ._. _ _ _. - _ 2/95 ' ---�-�---__ �'� �' 1' �' , �� . , �, � � � � �� _�, �� , � _�� 2/95 ; _—. ,_,_—. ;__�_. __,___ ;—. — — - - - — - � � � � � : . : : : — ___ : __ _ _ ___ _-_ - II I � � _ — — — — — — — — — _.. _ _ _ � : I II� I I �I j--�. �-. �' --. I�I .-��-� --�-I__�'-I-- -I-- I I I _ _ _i I� I� i__� � _ i i _ --- _ _ , i I , I i i I i I i i i I I i I i L � � � � ------ ---- _ I�1 I�I I� 1 I� � _ � � I �I I I I I I —._ _ . _ _ ,_. , -- 1� - --- - �--- -- - � --___ � � � I ------------�_ I _� I i� I�i l i _ _ � i � i � i� i i� i i i I ��I �I�- - � I I I I i i I I I i I i I i i i i I ------_ - �� _ i� i� - ------------ ---._—_______ _ _ � � �_, ,_, -�_, � � ---_ / ----._----- _ ,_ -- _ - _ - _ i I-1 I ] I I_I I I_I j_I I 2/90 I--.- �, —.- � �__ � �, ._ __,_ _ � � �_ ' _ / __ _ 2/90 _ _ --- , - � I _-�I � � � _ ,�� - . - - � � � � ! . _ _ __ _ _ _ _ i� �I� '� ' � � � � — : \ J , „ I L I L L — II II II� ii II ----__ _- - - --- I_._. I _. I ,_ _ I II ._ _._I_ _. _ � -- — — � _ . . I I I I i _. _ _ _ , -i -- I I I - � �— _ I_i � I I I I I - - � -- -- I � II � I I -,- �_ _ _ �- - i i i .. i_ i I i I i i l i i i i i I_ � -I � i --�- ---. --. -- II -- _._I_ _. -._�_L- --- ---- �-L-=--- ---- -�-L �-L----. : ._. _. _. _ ._. _. _._. _ ._. _. _. _. _ ._. _ _ _ _. - _ 2188.93 � I, � � � � � � � � � � � � — � 2/85 '� �� ' , � ,, �, „ � �, , �„ � � � � �� , �� -� 4+ 0 0 �� , � � � � � � � � � � � � � � � � � ,, �� , �� ' ," 2/85 --- _— -----� �_ _ _ : --� -- -- --- — -- — — --- --- — ----- ---- — — _ _. _. _ ._ _. _._ _ ._ _ _. _. _ _._ _. _. _ ._. — — _ _ _ -__I— �� „� �� '�� ' '� '�� 'j �� ', �� '� � , '� � '� �� '� � �� — _ i� i -�-� i _;_ �_i i i i � � i i i � �� —�� _ �� - - ii i i i ii, ii i i i ii,i i i i i i ii ii,i i i i i ii iii ii i iili ii i i iii ili i�i i ii i i i i ii i - � ,-°---___ ___ --- �_________-_ ___ _ �I I � �I �I i i I ___ __ _ _ _______ ___ __ _ _ ___ ____ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ ___ _ __ ___ __ ___ ___ _ __ --- -- --- ---�— i—I — � — j — �—�-- I—� — i—� — —� _ 1 __I_I_ _ I—I�— I—I — — i � �I I — —�—� — — �— — I � — �—j --�—� — i — � — �—� -- ---- — -- --- --- --- --- --- --- --- — — — - -_.J - - -- -- ---.J __ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I _ I _ _ I _ _ _ I - I _ - I __ .� . Z � _.� �- - -- -�- _C__ -- _C , _C . - - --I - - - I - _ I - I - - I - �i i� � �� ii �i� � i i i i i i__ _ _ _ ii i i ii �i �i i i ii ii ii i� ii ii i i i� ii ii � i ii , _ _ I I I I I � _ _ _ � I � � I � � � � � � � I ! I I I I � � � � I � � � � � � � � � � � i --�I ------�- � I - -----I -_ --_ -_ - _ -- _ - _--, _ _ - _ - i _.-I . -.-. I I- I I-I .- I-I -I-- I-I - --I-I --I . . I -I . . I -I- - - I - - - - - - - - - -_ � � --_.. .-�--- _ - _ _ _ . - _ - _ _ _ _- . _ - -- -. - _ _ -- _ _ - - - ---.-. -.-___ .-.-.- . ._.-. �. ._ . . ._.-.-_._ .-. . . ._ � - - � -�-- __- . - --_. --__-. _ -. _ -_ - _ -. ___-. _ -. _ -_ _ . ___-. _ - - - - ___ - -_- - - - - -___ - -_ - _ - _ --- - - -� - - - - - - - - - . - - - . - - --- - - - - -- - - - i � � . �� I . i �� _ _ I I I I I I I I J � J l� l�l IJ I 1 J LL LIJ 1 �. . — — — — — — — -- — — — -- — — - i � i _�i_. _L�_1 __I_1 _� . _ I —I _ _I _ I _ _I i i � i ii iii �i i —iii— i— i i i� i� i � _. _ i ii I I li i i I i I II il I I II ii il ii II i I li II II i I II i ' �I — —� � � --,_____� __ ___ __ _ _ ___ ____ ___ __ _ _ _______ _ _ _ _ , _ _ _, _ _ _ _ _ _ ___ _ __ ___ _ _ _ ___ ___ ___, _ _ _ ___�_ :—I — � — i �— — �—� — � _ I_I__ I_I _ I I I I I I I I I I _ i _ � _ : _ _ __ __ _ ___ _ _ _ ___ __ _ _ _ —, _ _ ___._.J _— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ . ._ �_ . _C_. _C_. _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _' _� � _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ I _ _ J_ 1 1 J_ 1_ _ 1_IJ_ 1_I _�i_� _�I_I _ 1 1 1 _ I_ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ I i I lil i I I I i I i il I ii ii ii ii ii i I li II ! I ! - - ��/� 22/5 � _ _ _ --_ _ _ _ __ _ _ _ _ __ _ __� _ _ _ _ _ � — — — —�__� �— — —�_�_ — — — �_— — — — — �_ � _�_. _�_ _. � � � _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ — — — — _ _ _ _ _ l _ _ � _ - - _ � _ _ �_ � � �- - �_��_ � _ _� _u_� _ � � � _ �_ _ _ _ _ _ � _ — — � _ i I III i I I I i j i j ii ii ii ii ii i ji jj i j i --- - I- Ii I - - - - - , ------ --°-- -•-- °-- °-•--�--;--- . _ -. _ -_ - _ -. __-. _ -. _ -_ - _ -. _ _-. _ --_ - - _ -, _ -- - - - - - - - - -- - i � I I I - _ - _-- _ _- --- --- --- _-- _ _- _-- _- _-- _-- - -: _ _ i - - - _ _ _-:-:_ _ :-: _ :-: _ - :-: _ :-: _ _.-. _ _ . _ .- - - --- - - _ -__ -. _ .-. _ _ -_ -_ _ -. _ -. _ --_ --_ -_ _ -. _ - ---i---i -- _�. �_. �� . _i_ _�___ ___ __ _ __ _ __ ___ __ _ __ _ __ _ �— --- I __I _ _ _ I _ I--- I— --- _ _ I _ I__ _ I_J_ i_L�_ L�_ i J_ _ l�l_ � J_ l�_ 1_IJ_ l�l_ _L�_� _L�_1 _�I _� . I_. _W _ 1 _� i _L� _W _ __._I _ _ _ I_ _ _I ___I _ I _ _ _I_ _ I _ i � � � i i i i i l i i i I I I I I I I i i j i j i i i i I I I I i j i i i i j i i i i i I I —� � — —• I �I �I I --� __ ___ __ _ _ ___ ____ ___ __ _ _ ___ ____ ___ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ ___ _ __ ___ _ _ _ ___ _ __ ___ __ _ _ ___�_ _� _ � _ � — �__._ I_� _ �_� _ � _ _ _�__ 1 I 1 I I __�_ _ i _ � _ �_I _ �_� __�_� _ i _ � — —� _ � _ — -- --- --- — — — --- --- --- _�_ 22/0 �� _� �� —, _ _ _ _ __ _ _ _ _ __ _ � � -- _ _ _ _ __ _ _ _ _ __ __�� —� �� —��—�� —�� — _. _ _ _ _ _ _ - — — — �� 22/0 �� _ _ _ � � �� ,, � ,� �� , „ „ ,� „ ,, ,; „ �, � � _ _ ; � _ : _ _ � _ � ______ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ __ _ _ _ _ _ ___ _ _ _ _ ___ ___ ___ __ ___ ___ ___ ___ -- — — --- — — — — — — — — — — — — --- — — — — — — — --- — — — — — — --- — — — --- ------ — -- --- --- --- -- --- --- --- — — _____._ _�� _ �� C_ �._._ _I _ _ - - - --- I� I� I I� I� _ - - �__f f I 1 I i� : i� l- _ i i � j � I I 1 I � i I � i � �� - - -- . . . . _. _. _. _ -1 -. _ . l_ _ l _ _ _ :- - - ----- - - --- --- - - - --' '--�- - - =C =I___._._._I _I___ ___ _ _ ------ _ -_ _ _ _ _ _ _�_LI__ _ I_ _ _I_ _ _ _ I _ I-- - I_ __I _ _ _ I _ _ I J_ ._I 1 1_.J_ ._.J_ �_ �_ 1_�_ 1_ _C._ _C_1 _ _ I_ _ _ I�_C � _ _ _:- _ _ _ _ _ - __- _ _ _ _ -_ _ L I�_CI_�_ �� i i � � � i i i i i � �ii � i � i �i �ii �i i ii� � i i i� i� i i i� i� ii �� i i ii i� �i i� ii � � i� �� ii i'___ ----� ___!i___�'___-----___ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ ___ _ _ � I I _ _ _ _____ ___ --- --- ---____ __- ---�--I-�---____�_ _!I _ _!I __I _ I___ I_� _ i_I ___I _ . __l_I__ I_I�_ I_� _ _� _ I I____ - i__ I - I � - �-� --I i - i - I - --- ------- - -- --- ------- --- --- --- --- - �- { _.__- - - S S_. _.J __ _ _ _ _ _ I _ I _ _ _ I _ _ I _ _ _I _ _ I __ _._. Z Z -- --�- _ __ _C_ . _ ,_I - - - I- _ I - I - I - - I - I - I l � �_ _ ._._I � _ _ _ _ - - - - - - - - - - _ : _ _ _ _ _ _ _ _ _ - _I_ _ J_ ._I 1 J_ 1 - 1_IJ_ 1_ _L._ _�I_1 _ 1 1 �_ _ _ 2205 ��; � � _ � � ��, � �� ;� �� ;� ;� �� ;; � � �� ; ; ___ __ _ _ ___ _ �— 2205 �---F _ -= -'-- -- _ _ _ _ _ � � i _ i_ i I . � . � _ _ _ - - - - _: : - - - - : - - - � I i i i i {- - - - � _ _ � l _ J_ 1 J- - I_IJ_ _u_I _ 1 1 - - i- - - - - - - - - - - - - i I i i � i - - - - - I I _� ' �_� II i� � �i M i � I i i i j i � i i i i I i i i � I I I i � i i � � i i i i � j i i i i � i i _ _ I � I , --�-----___ _:__: :---: :_:__:_:_:___:_. _ _. _ __ _ _ _. ___. _ _. _ __ _ _ _. ___. _ ___ _ - _ -, __-, _ _, _ _ ,- _ ,- __-, _ _ _ __ --- ---_ . _ _ -� _ _; _ _ _ __:_:___:_: _ :_: _ - :_: _ :_: __:-. - -- :_ _ :_: _ ._. __._: - _ : - --- _-___-_ _ __ ___ _-_ _-_ ___ ___ ___ _. _ - _ Q_ _ _ �_. � _ _ _ . ___ _ - I I I I_ � _ I-�- -� ---�- -� �I_�� I� _ I_----� i I I I I i I I_ I I I i j I � I _ _ ---i --� ---- -� . �_ 1 I_ J_ 1_ _ 1_IJ_ 1_I _�I_i _�I_I _ 1 1 1 _ I_ _ _ _ _ _ I _ I _ _ _ _ __ __ _ _ i� �— i �— i — �—i i i i i i � � � � � � � � � � , � _ _ _ __ _ _ _ _ ---- -- -- , �, , �, o, _ _ -�� -� � �; --� __ ___ __ _ _ _______ _- _ - _ _ . -_ _ _ . _ _ __ _ _ _ 0.04 � �- ; - , ; � � - ;-�-- �-� - �-� - - � � - � ; --- - ; - ; - ;-; - ,- --;-; - ; - ; - - - � - - -- --- --- - - - --- --- - - _�_ 0.040 2200 I i i I I � � i i i i -il _ _ - _ _- _ - _ _ _- - _, (V Z i i � i] i j �i li �j i j j li i i li i i i i li i � �- - i- - - - - -- - - - - - i 22�� i � I i � - - - � � I I I --� -I �-- --- -- - - --- - -- - - - - --- -- - - - - - - - - - _:_: I-1 - I-1 I - I - I-I I-I - I _ I - I- - - -- -- - --- - - - --- -- - - - �-�- I i _ J __ �. � �. �. � � - � �. - �. � �_� � �_� � -� � �. -� . � --- i '� - _C . C - - - - - -- - - - - - -� - -� -� - - �. ��' I � i- i i I i i —� i I s � i— _ i i_ i i_i i i � i i i I i i i i i I I I i I i i _ _ I _i— i i— -. - -.- -- _. _ - - -- - - - - - - - - - - - _ _ __ _. _ _ _ __ _ ----�w ' - i_'—,�_�_I � I_,_ . . ,�__I___ ___ __ _ _ ____ __ _ _ _ _ _____ _ _ . _ _ `.', ' —Cj I C I -- --- — — — — — — — --- — — — — r — — — � — — — _ _ _ I_ I_f _ I — � — — �— — — �_ _ _ _ _ ` `— — I I �I=i' i i — — — _ 2/95 ; ; � � � � � � —,�—i —;T; —,—; : � _ ri � —�— — �— — � — � — ! ! — — — — — — — — — — — — — — � _ _ _ ___ _ _ _ _ _ _ __ � .._� . . _- � --�- i � i _� � n m i i i i i 2/95 =:_. _.._ � :_.___ . �- , ! , ! , ! !�- � -�- � ! - I-�-I `-�� . �-I_ _�__ � I_. _� _ � _ ___ ___ _ _�_ �___ ___ __ _ _ ___ _ _ _ _ _ _ _ 219 . 4 8 � � -- _________ _____ -- --- _ _ � � ` _ - - � -- - — — � _ - _ _ _ _ _ _ - _ _ _ _ - _ - . _. -.-' _ .- _ .- _�_.-. _ _ _ _' _ - -! �_ _!- I _- I_-i I -!-_ -!- I_ _ 1 i I_ !_! - _ ' _ \._ — — — — — — — — _ — i � � i _ _ , _ - - - ' �I � � i \ _ _ __ _ _ _ _ __ _ � _ I _ _ _ _ I __ I � I I�_ 1 I I I _ _ _ I� . � I�_ _ _. � \ � � � � �� I , i I I I I I I ---- I i I -. � _ ---_ � II _ - _ _ - __ . _ II I ----------- - � i i _ - � � � � � � I I I I i i I. i i i i_ i i_ ------��,� -- - --- - ,-- - - - - -- - - - - - - - - - ------ - --- -- - - ---- . _ . -_ . _ _ _ -. �_I_ i � I � � � I -. --. _ .-. --.T- . . --T. --.-� _.-. -. .---.- _ - _ _ � ,� / I _ ]_ _-� i � �- -.-._]_ I � � ) .-._ -� .-.]_ _.-.� . �.-._ _�.-. �. _.-. - - - ------ ---- -------------- --- — _" — — — _. _I_L-•-Z�---C. -_ ___ � i I , i ! i � , � --� i i _ i iJ __I_�_ ,_I - I - I - I____I_�_ ,_.�---I _ TC,___C_.�_ ,_.T �._. �._.�__._.___ � � �-�-�--!-----------_�_ _ i i I i i i i I i i i i i i i � i i � � 2/90 , � � � � ''------' � � � � � � � � � � � . l ��. �. � � 2/90 i _:_._� � � � i � ` - - - _ - _ � _i , _ _ _ i _ _ i _ i_ _ i _� -�_ _�-�___ I I I 1=__ j_ _ _ I-'_� �_,_ ,__ _f_ _ , _ , � � i � i i i � i i i i i i i i � i � I I � C I � -'_'---�--- --- ---------- ! --�J ' ! 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I i i i i i i i i I I� ! j // / ' -� - � — — — — — — — — — — — — — — — � � -�--. � -� _ �- � I I _ . _______ ;_ _ _ �� -, , 2/90 �— �—� � —� �_—_ _�_�--iii ii i _ �_:_.� � �; '� — I i— �I -- --- —_ — — ---_ �. �._ — — — --- ___, .___ . : �__. ____ ___ ___ i_ _ ____i i _ _ _ ___ _ I ' i _ _ i I I� -I] � �I-I - -__ -_i 13 + OQ �-�-� - _ , __� � _'__,— ' ' — — - � i-i / l � 75 70 65 60 55 50 45 40 35 : 30 25 : 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 2/85 �� ,.. �_._..,, ,� � ,, � _., , , , , , ,,, � 22/5 �_ ._, _� �:. _;_��— —� I I I I I I I I I I I—I _�, I I I I I. I I I I I_ �' '� ' � i : i i � _-. :: :.. __.: � i i i . _�i � �_ _i _ _�i _ i_ _ i_ i_ i_. i i , , i _��,� �_ - -- - - - - - : , _ � _� _� _ —�--!--� , _ , _�_ : _---=,I-- � _ _ , _ -- _. � , /�� , I�_ , 2210 _ _ . -. _. . ---- _ : i -i - -- i � ii /, i i �i -i- - i - _ _ _ i -�.-:__i i �_ i i fi � �� i �_��_ i , i i - - ' I i l- / �- LI I_�___�___- ; � — i� �— ' � ��' �' ' ' � I;�__i / � i i � - - -�- -- — — — -- _ — � � — � � �—� '- 2205 i i i. i � I �I I I i i �i, �i i i i, � / --- - -- - . � � ' - - --- --- -- - - I I / - I i I- I 1 � I I II I I I II! I I I I I i i l l —__ / --- ---- i i i _ / i � i i � � i i_ ; _. . . _ .__ .---- � ----- _ ----- � i - -- _ / � I I -'I-�- I� - �i' ��i �i' - �i �i ' i �, � 2200 _ _ __— � --- --:—;. �� - i I - �' ��' �' ' � ��' �' � �- �� i_ � — � _: : : � i : � � � � � , �� ' , , _ _ _ � � — -,— i, _ - � - �,-= 2/95 : 2220 —j-----�-- _ 22/5 —' _i�-�i-�- —�— - 22/0 -�Y_��_i�_ _: 2205 � � �� = 2200 — —��_��_�_. - 2/95 �__ ��i i i i I i . . 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R . 1 61 X 1 0 _ - � - , -,� -; , � , � - - -, �-�, � ; _ - rt- - I - --rt- - - � - , - �- --- ; - k --, ,- r- _ ; --� , r- ; , _,-; - �- � - - � _ - � - -- �-- � - __ _ � _ _ � -_ � � - - , -� � - -�-� -� � - _ '� -�- __ _ _ - -: -, - i -- _ � _ .�� _ --- -- _�-- � � _� , � � � _ _ _ 75 -___ 70 65 _'�_'_ 60 _'�_ 55 _i 50 ��- 45 _i 40 � 35 _ _ 30 _ _ 25 _ 20 15 ;__ 10 � 5 _ _ 0 -_ - - --- 5 10 _i�_ 15 20 __ 25 30 35 40 L 45 i 50 ,_ 55 _� 60 65 70 i- 75 i�- _ � _ _ _ � �--�- i_ _ _ i � ii _. --- � --- _ _i, i � _ - - =�Z --- __ : _i I � I� _ � _ : _ _ _ _ _i � _ �- � � _ _ _ _ � -__ _ _ - i _ _ _ � � � � � ��i �� ii�i i�i, � i i� ii�i � i i i �i�i� i� i �ii �ii i� i�i i�i �ii li� i i i il i i _ _ _' .-- �- - i��ii ii� ii i i I I I ili I I I I I I I I I I I II II iil iil i i II I I I I i I li I I i l I I 1-1 I I i II Ill 111 -11 I I I III III li III _ _ i I _ � i �_I - _ _ . ._ _-. ._ _ ___ _ _. _. _ ._._ _. _. _ ._. _ _. - --- - -- -- _ _. __ ._.__ _ . . . _ _ _ -_ _ __ _ _ _ _ __ ___ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ ___ __ __---- - - _ I i I _ I �I I I I I I I � I �� I iiii iii i i i i ii ii I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � i i � i i I I - �- � i ----- � I I I I I I I I - - . . 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I I I �I I I I II �I ---I ---- _ - __ I li ii I i ii i li i l ii iiii Ili ill III I i il ill I O i i�i i ii i il iii i i I I I____ i i iii ii i ii i" i i I I i Ili li i I III Ili i I ii i- _ II �� i I_ M _,_�_ i i i i _ _ --- �I I - - - -� - I I- I I -- - I I �--- - I I I I I I I I I i�-- i�--, J_, i J -_ ' _ , I I ii I � �� II I I�_ ' I' 'IJ IJ_,I Q� _I iil i i i i i i i i i i i iii ii i ii i i � I I i Ili li i I Ili Ili ,, -- --- I� -- I� I-- I� I-- --I- _ I I _ _ - - ------- ---- _-_ -- _ ' _' _- - - j - i '_' . I_'_ _ _ I_ N 0.020 2195 �� — —, — — — —� �------------- � � � � _ 2/95 � ' '� � - _ _ _ — — - -- - _ _ ?.� �� i �- � � �' � ` � _-- I--I- I---- --- I' I li - --- -.- II _ _._ _ _. _ -- '--:__-_ . -,-' -'-- -'--' '-- _ . - i i _. _. _ ._._ I I I _. I � � �I I- - �-- I � �, I_ I, I, : � ,-,- -- --:--- _ _- -- 2193.Q5 -- _ � � � � � � - - _ ----�� _ _ _ _ _ . _ _ _ __ _I_J ,_!__,_. J _i � � � � i I i i-� �� -- ----- � � � _-_ _____, I i i ! � � � � i � ' _!I I __i_i_I � _, i i li �i I I � � I � . . �. .-- - -- 1 . i i i i i "�.--- _ _. . I . .. .. .__ . � I I I I I I I I - � � . , T . �� . . ' ' . T �� I I I I . . . . . . . . . . . . . . . . . .. .. .. . . . . .. . . . . . . .. . . . . -.� . . . . . . . . . . . . . . . , .- . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . �. . . . � . � - . . . . . . . . . . ..-.. .-.. .. -.. .. .- -..-.. . .. � � _ i . . . _ . - I I _ T . . . . � � . . � . . � � . . � � . � � . . . . . . , . . . . � . . .. .. .. . .. .. ..._.-. . .. .. .. . I.. .I .. .. .. . I.. ... .. . . �. . . . . . . . . � . I I. . I. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . � . . � � . � � I � . . � � � � �-� � . �-I I-I. -I I-I I -I. I-I I I-I I. . . _.-I-. �_.. I-. . . _ . .. I .. I-. . I-. _.. I- . - .. I � .. I-. . --I-�-I- -I-I --- - -- -. . .-_ � � � . . . . . . . . . i , .i i , � : I� . , . I . , , . . . . - � � � � � � . . . . . . . � . �. I �. . . . . . . . . . . .�� . . . . . . . . . . �, � � � , _ � I I i I I I , I �� I I� I I � I I I { I I I I . . . . � . . . . . . . . . . . . . . 2/90 ------ --.- -- ---I- �I I I I I I I�F I I I I I , ,� , , I� I I�. ��-. .__�-, ._ ---------------------------------_--_-_ 2190 � __�� I i i I i I I i i i i i i I i i i i I � _. , _. , _._, __. __ -- - - ---- --- - ----- --- - - -- ---- i i I I - ----- __ _ . . _ _i I I _I I I I I__ _ I_ _ _I_ _ _ I_ I _ I__ _ I_ - - --- --- -_ _ _ . . _ . . _ _ ._._ . . i i I i i_,_ , � �_ �� - �-- {-,- - --��- -. - - - - --- - - - - - - - --- - - - - A - - - - -- . . � - --. . : I : : 4 _ __._ . � L � �- _. -�.._ I � I � I � I � ! I � i I _ _ _ _ _ - _ - �� . �L - - - I _ ._I _ - ._ I _ I- _ _ - . - - -. �.�.- --�- - -:_.�._. _I._.-. i . . . . i , . . . i . . . . I I i i � i � I � I � i I i�i �ii �ii i � i i i i i � � �� i i � iii i�� i� i ii l � . �t ii i ii iii ii i i i �_� _i__ i� i i i ii ii� i� i�� i ii� ii iiil ili ilii liii iiil iili ilii lii iiil �iii iiii i _ 5 99 6 � � � i � i � i i i � i i __ i_ _,_._ i_ i__i _._. _ � �._ _ _ _ i _ _ _ _ i_ _ _ _ i� -� _ _ _ _ - -- - - - - - -- - - � _ �- - - - - - - - -- - -- , - ; - - - _. __,_ _ _ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ - - - - - , , , , , , _ _ ,_, , , , , - - - - - - - -- �-- - -�- - - - -- - - - - -- - , { { Y _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ i_ : � _ _ _ _ _ , --- -- - --- - _f:-- - -.-- ._ _ .--- _ _ � - - - - - - - i i i i � i i i i i i � i � i i i 2/85 � _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _. _ . . _.. . . . . _ _ . . . . _ _ _._ _ _ _ _ _ _ _ _ _ _ — 2/85 { :- � --I- � -- _ _ _ _ _ __ _ _ _ _ __ _ _ i _ : - - i i - i - i - - i - i -- i -i--i i i -i �. : -!---I�----I-- _i _i i-: ___ � i_'- i i �: __ _:_i _ _ _ _ i _ i _ i _ _ _ i _ i I . �I _i___ __ _ __ _ _ ___ _ _ _ _ ________ _ _ _ _ _�__ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _� . i i �_ _�.. _ .. �_ _ _ � i _ _ _ _ _ _ _ �___ _ � _.__�_� � _ _ _ _ _ � � _ _� _ _ � � _ _� _ � � � � � _ � _ _ _�i� _ � _�� _�� _�i�_ �i� _ i� _� _�i _�i�_ _�i�_, a � � � ; a �_ . � ,_� � _i l �� _� � I � � �� _� � . _ � � ,_ _� � �1 � ��_ _�-i�- - �- �_- �i� _ _�i�- ��- �- � - �i�- _ � _ I - . ill_._. :� I�� . -: � -. II - -- --- � . :_--; _--:-- � ' '� L : � _. �I. . , � �_L __ T -i-�. - - i 11- -. - - - +-!-- I - -- � - -I�- - - � �-I_ _!� � : -1.-�- - : __I_ __ ,•iii•ii•iir,• � r== r-:-:__��i _ _: 2200 _ . . _ __ . .. .. _ _ _ _ . . . . . . . . _ ._ _ . . . _ ._ . . . ._ _. . . . . . ._ . ._. _ . . . . . . . . . _ 2200 0 � � � � � �� , ,... , _ _ ,,, ___,., _ _ _ .,,_ _ _ ___ _ ,., _ .,: _._ _ :.� —.—,-- _,_, _,_: _ _ , ,,. � � I I I I I I I I I I I I— —— -- I I —- —f— I I I I I � I I � �� I I I I I I I I I I I I � I I I I I I I I I I I I I � � --�_---�____,--------�__.___ ___ _ _ ___ _ _ _ _ _ ___� _ _� _ __ �_� _ �_� �_ _ _ _� _ �_� �----- --_ _-- _ ------- --- - �-------_ ______ _ �__�_____ r rl l I� r— � ri r l� r� ri i i i i i� i I �! � i� � � � � � � -----�— —�— �- —�------ � i � i i: � i i i i i i . . _. — — — -- -- —._._ . . ._. _. . . ._ _ . . . . . . _ —. . . . . . . __ _ -- —. . _. ___._.... _ _ __ .----- .. . -- -- i i i I I � i i I I I I I I ___ I I I i � I I I I_I. I I I -.I- - I- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i_i i _i _i_ _i I � _.I. _ _i _ - _ _ _ _ _ _ _ _ __ - �-_. _ � _._� _ _ � - �-- - �- M i _ _ �-_i_ _ _ _� _ i I I I � I _ I I -,_ i i - - -- -. �._ . - - - - --. - _ _ ._ i _ _ _. . - _ _ _ _ _. _ . _ _ _ _ _. _ . �V I I i-I �- _ I I I I I - _ _ _ _ - - - _ . � , , . , _ : � _. _. . _.. - I_ _ - - - - I_= - - _ � _ I , I I I � - _- _- _ _ I _. _ _ _ _ _ -'-�._L_� .L� �_-_I_I � --� _ _ _ _ - - i � � - - - - - - - - - - - - - - -- - - - ! 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I I I I I I i � � � _ � - ---�----------- � _ _ ` --- _ - -- � - __ � � � I -� � i - _ _ I I i i ��`�� I I _ I' i--- i-� i�---I - ��-� I � i i i ---� ' i I - - - -_- _-�_ _-� _- _'_. 2191.49 - - - - _ _ - --- . - - - - - - - - - - _ -� -� � � � � � � , � � � � , � � � � � � � , � � '�� ' '�� '�_ : - - - - -- --- -,- _ - � ' '-��' � I _i- , � ,___ �� '- �_i_: � � ---- ------ _._ - .- _.- .--_� - ._ �_-.- .- �_ .- - �_� _ _ _. -_. -. ___._ — -- —_— — 2/90 _ : — — — — ------- _ --------------------- _ �� ' —=— 2/90 � � ' i i 'i ; ; i�� I i I , I i i I i I 'i ; I I - ,I � ` _ 'I I I ' - � i -� i i � i -- --i � � � � � � I I I I I I I I I i -�1-I�- - I� � I� �i �-C- , �I-I -�I_I__f . . _ I i I I_ �:_.__._._.-_ _._ I I I I :_ _.. � � I i i � i I � i j _ � _._. 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