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HomeMy WebLinkAbout20181268 Ver 1_Permit Plans (Final)_20180914•, STATE STATE PROJECT REFERENCE NO. JN�u See Sheet � A For I ndex of Sheets � � � � �� ) � � �� � � � � � � � � �� �� See Sheet � B For Standard Symbology Sheet �� � � 7 R p �� Q �� Q � BEGI11t C�11lSTR UCTI0111 STA.14 + 40.00 BEGl11l� PROJECT STA. l4 + 50.00 � TO US 64 17BP.14.R.158 17BP.14.R.158 �� �I �� � � J� J��ll ��L I� ��� L�CATl01�: BRIDGE #009 O VER 11tORTH PR01�G ELLIJA Y CREEK 01� (ELLIJA Y WORI�: GRADII�G, PA T�I1�G, DRAII�A GE, � STR UCT URE PROJECT STA. 20 + 60.00 CAROLI11tA Nqp 83 ` NA 2011 17BP.I4.R.158 C011tSTR UCTI01� STA. 23 + 26.00 17BP.14.R.158 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH PLA11�S PREPARED Fox THE NCDOT BY: HYDRAULICS ��``""""'''�% .�`� �'�N �AR�<�,�'�. STV Engineers, Inc. E11tGI11tEER ;.����°•oFEssio;j;.q ''%, STv 10� 900 West Trade St., Suite 715 _ tQ� 9�� � � ; E'CI'/f/i �harlotte, NC 28202 — SEAL 20 10 0 20 40 ADT 2012 = 420 LENGTH OF ROADWAY PROJECT WBS I7BP.I4.R.158 = 0.102 MILES Nc �'�Pnse Numbe'" F-og" ��.•• 040590 •:�` �� o� �o�p�y �� ADT 2 02 5= 840 2018 STANDARD SPECIFICATIONS % ti�'•FNGINE�� ���`� Qp �� PLANS LE11tGTH OF STRUCTURE PROJECT WBS 17BP.14.R.158 = 0.014 MILES ��''�SHA�NT115�PQ`��� Q �� D HV = N/A I'•E• m b 20 10 0 20 40 TOTAL LE11tGTH OF PROJECT WBS 17BP.I4.R.158 = O.116 MILES SIGNATURE: � o D= N/A RIGHT OF WAY DATE: NIKKI T. HONEYCUTT, PE ROADWAY �,,,,��►����",,,, � � o SEPTEMBER 25 2O17 I'ROJECT ENGINEER DESIG11t �.�`��o��� SAR���Nq��%�� ���p oOQ�� PROFILE HORIZONTAL T= 6/o � `��•FE S%o' , � � E11lGINEER _ : Q�° �q� :. = °� � r� Q��� v = 3o MPH = sEA� _ 4 2 0 4 8 NCDOT CONTACT: �OSH DEYTON PE LETTI11lG DATE: ETHAN R. WASHAM ;: 039234 :` FUNC. CLASSIFICATION: � JANUARY 10 2023 I'ROJECT DESIGNER :,�,�.FN ��: ;�; GINE , � Division Bridge Manager ' ''',,� T'HON��;`�`� PROFILE (VERTICAL) COLLECTOR �ie��wii����� P.E. SIGNATURE: / I11tDEX OF SHEETS SHEET NUMBER 1 1A 1B RW01 THRU RW05 2A-1 3B-1 4 -5 TMP-1 THRU TMP-5 PMP-1 EC-1 THRU EC-6 RF-1 UO-1 THRU UO-2 X-1 THRU X-19 S-1 THRU 5-16 SN SHEET TITLE SHEET INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS CONVENTIONAL SYMBOLS SURVEY CONTROL SHEETS TYPICAL SECTIONS SHEET SUMMARIES SHEET PLAN AND PROFILE SHEETS TRAFFIC MANAGEMENT PLANS PAVEMENT MARKING PLANS EROSION CONTROL PLANS REFORESTATION DETAIL SHEET UTILITIES BY OTHERS PLANS CROSS-SECTIONS STRUCTURE PLANS STANDARD STRUCTURAL NOTES GENERAL NOTES: GRADE LINE: GRADING AND SURFACING: CLEARING: GEI�ERAL 11tOTES 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. END BENTS: THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS. DETAILS, AND CROSS- SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION APPROACHING A BRIDGE. RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. STA11tDARD DRA WI11lGS 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.NO. 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 275.01 Rock Platting DIVISION 4 - MAJOR STRUCTURES 422.02 Bridge Approach Fills - Type II Modified Approach Fill DIVISION 5- SUBGRADE, BASES AND SHOULDERS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 8 - INCIDENTALS 840.14 Concrete Drop Inlet - 12" thru 30" Pipe 840.15 Brick Drop Inlet - 12" thru 30" Pipe 840.16 Drop Inlet Frame and Grates 840.20 Frames and Wide Slot Flat Grates 840.29 Frames and Narrow Slot Flat Grates 840.35 Traffic Bearing Grated Drop Inlet 846.01 Concrete Curb, Gutter and Curb 8� Gutter 862.01 Guardrail Placement 862.02 Guardrail Installation 876.02 Guide for Rip Rap at Pipe Outlets 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 1 130. 01 Drum 1135.01 Cones 1145.01 Barricades - Type III 1150.01 Flagging Devices 1180.01 Skinny - Drum DIVISION 12 - PAVEMENT MARKINGS. MARKERS AND DELINEATION 1205 . 01 Paverr�nt Mark i ngs - L i ne Types and Offsets 1205.12 Pavement Markings - Bridges 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 1606.01 Special Sediment Control Fence 1631.01 Matting Installation 1632.02 Rock Inlet Sediment Trap Type B 1632.03 Rock Inlet Sediment Trap Type C 1633.01 Temporary Rock Silt Check Type A 1634.02 Temporary Rock Sediment Dam Type B 1635.02 Rock Pipe Inlet Sediment Trap 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 TI01�: BRIDGE #009 O VER 1�OR TH PR 01�1G ELLIJA Y CREEK 01� SR 1001 (ELLIJA Y RD) TYPE OF WORI�: GRADI1�lG, l'A T�I1�G, DRAII�AGE, � STR UCTURE � DA T UM DESCRIPTION Prepared in the OffTce of: THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT DI VISI01� �F 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- l O O�� 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: 554,752.5450(ft) EASTING: 724,978.9180(ft) o � ELEVATION: 2,246.890(ft) � � PLANS THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT RIGHT OF WAY DATE: a � GROUND TO GRID IS: 0.9997697459 DOCUMENT NOT CONSIDERED FINAL �� � � � SEPTEMBER 25 2017 UNLESS ALL SIGNATURES COMPLETED THE N.C. LAMBERT GRID BEARING AND � �'� �� LOCALIZED HORIZONTAL GROUND DISTANCE FROM . �� o� � D p��Qo� GPS-100 TO -L- STATION 14+50.00 IS LETTI11lG DATE. � N 15^23'14.35" E 1900.85(ft) JAN UARY 10, 2 02 3 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 SIGNATURE: DATE: BL-I ■ —EL— NCDOT BASELINE 11 LOCALIZED PROJEC N = 556,1 i E = 725, 5� ELEV. = 2, ��s -- .. �- �s� ��5�-- - — :. � ���F� � �s �s S UR T�EY C01�lTR�L SHEET W/EXISTI11tG CEI�TERLII�E ALIG11tME1�TS PRIOR TO C01�STR UCTI01� z D � �z wn z �' n�— 0 N 0 _ ��, __ , �, , , , � S� , o, _ ,,�, , , , , , , ,. � , ��. .� ��S`X ��\ � � -- x -JS� \JS X�X� 3 S Bq �, x�� RN ����s -X �s "� � �. �, ,\ SEE SHEET RW02C-3 FOR FURTHER ALIGNMENT DETAILS BM-1 ELEV. = 2,283.16' NCDOT BASELINE MONUMENT (B�2) LOCALIZED PROJECT COORDINATES 8 ���� �`, �� �� � N= 556, 866. 8831 �� �,� `� E = 725, 431. 5420 � `, '� � 9 �� ', ELEV. = 2,277.37' , � �� � � �� '; ELEV. = 2, 304.59' NOTESo c� , 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, � � . 1 2 3 4 S UR T�EY C01�lTR�L SHEET W/EXISTI11tG CEI�TERLII�E ALIG11tME1�TS PRIOR TO C01�STR UCTI01� POINT DESCo B�-1 B�-2 B�-3 B�-4 NORTH 55617�0 3687 5568660 8831 5571650 3154 55732406872 E�ST 7255460 6532 725431 0 542� 7255260 7251 72577406364 ���������������������������������������� BM1 N 556767 B� STRTION R/R SPIKE E�EVRTION = 228�026 E 725531 1�+82046 81075 IN B�SE OF 2�" RIGHT W��NUT ��*���*���*�*���������***���*���*������� ���������������������������������������� BM2 N 556876 B� ST�TION R/R SPIKE E�E��TION = 2283016 E 725371 11+�70�8 61066 SET IN B�SE OF �EFT 18 " W��NUT *��**����*���*���*���*����**��*����**��� E�E�RTION 22660 27 2277a37 23�70�� 23�4a5� 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� EL POINT N E BERRING DIST DE�TA D � T R POT 5561890694 7255570523 LINE N PJ6°13'�P of�" W 25o D4 PC 556214059� 725554e811 CURVE N PJ7°55'�PJoPJ" W 97013 P3°24'��o(�"(LT) P 3°3PJ'P PJof�" 97014 48059 1637of�2 PT 55631PJo793 7255410434 LINE N PJ9°37'PJ�o�" W 7f�o2f� PC 55638P aPJP 9 725529o7P 6 CURVE N 11°45'3do�" W 85065 PJ4°17'P�ef�"(LT) d5°�(�'f�(�af�" 85067 42a85 1145092 PT 5564630858 7255120253 LINE N 13°54'f��a�" W 93a29 PC 5565540412 7254890843 CURVE N PJ9°23'P �o�" W 85e94 �9°�2'(�QJo�"(RT) 1(�°3P'�PJe�" 86e�3 43e11 545e67 PT 55663902(�5 7254750831 LINE N �4°52'(�Q�o(�" W 86096 PC 556725e855 725468e453 CURVE N�J7°39'3�Jo�J" W 111062 �J5°35'�Po�"(LT) �5°�J�'�J�o�" 111067 55a88 1145092 PT 5568360482 725453e578 LINE N 1PJ°27'��e�" W 4�017 PC 556875e989 7254460291 CURVE N��°11'3(�ePJ" E 75e58 21°17'��Je�"(RT) 28°(��J'(��Je�" 76e�J1 38e45 2�4e63 PT 5569510564 7254460544 LINE N 1P °5PJ'PJ�oPJ" E 24o8PJ PC 556975e922 725451e2PJ5 CURVE N 26°3�'PJ�o(�" E 176082 31°2P'PJPJoP "(RT) 17°3P'f�PJof�" 179oPJ5 91082 32704� PT 5571340169 72553PJo1P4 LINE N 42°1PJ'PJPJaPJ" E 59a1� PC 5571770972 7255690776 CURVE N 49°18'47a4" E 1�6099 14°17'34o8"(RT) 13°19'2806" 1P7o27 53091 43PJoPPJ PT 5572470721 72565P o9P4 LINE N 56°27'3408" E 81089 PC 5572920968 7257190161 CURVE N 34°39'3608" E 155097 43°35'S6oPJ"(LT) 27°17'PJ1o3" 159o8PJ 83099 21�0(�� PT 557421026(� 7258QJ7o863 LINE N 12°51'3808" E 5(�065 POT 55747QJo641 7258190137 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�+�� o�� 556142 0 8532 725562 a 6257 PC 1�+ 5� o�� 5561 �2 0 55�2 725557 a 21 13 PCC 12 + 35 0 35 556375 0�51 � 72553� a 5� 15 PRC 13 + 8� o�5 556525 0 8��9 7254�6 0 68� 1 PT 14 + 71 0 62 5566�6 0 5�25 725479 a 7924 PC 17 + 34 a�3 556867 0�536 725441 a 1715 PT 2� +�8 0�3 55712� 0 1 173 725517 0 5� 16 PC 2P + 7� 0 6� 557173 0 2734 725565 a 5221 PT 22 +� 1 0�8 557252 0 7872 725658 a 1 1 13 PC 22 + 74 0 38 557292 0 5882 725718 a 584� PT 24 + 34 0 87 557421 0 2616 7258�7 0 8633 POT 24 + 85 0 52 55747� 0 6413 72581 � 0 1372 DR1 TYPE ST�TION NORTH E�ST POT 1�+��0�� 5567�807484 72533805166 PC 1�+2805� 55682507636 72534708782 PT 1�+480�2 556844025�� 7253560267� PC 11+33041 55691706424 7253�80 1327 PT 11+66087 55693207188 7254260�7�5 POT 11+7�025 556�31a9432 72543804276 DR2 TYPE ST�TION NORTH E�ST POT 1�+�� o�� 55688� o�� 14 725326 0�422 PC 1�+ 3PJ o�PJ 556��7 0� D28 72535� o D41 1 PT 11+�2046 556�2708�28 725417o�33P POT 11+22071 556�260�5�7 72543801547 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 C01�TR�L SHEET A1�lD ROW M�RKER IRON PIN �ND C�P-E ��IGN ST�TION O��SET NORTH E�ST � 14 + 4� o�� — 1� o�5 556573 0 5�33 725475 0 2668 L 14 + 71 0 62 — 3� o�� 5566�2 0 1�22 72545� 0 1 168 � 16 + Q�5 o PJ� — 33 0�P 556733 0 6855 725427 0 5863 L. 17 + 34 0�3 — 3� o�� 556862 0 6533 72541 1 0 4�5� � 17 + 34 0�3 — 4� o�� 556861 0 1866 7254� 1 0 6�41 � 2�+�80�3 —4�0�� 5571460��37 7254870884� � 2� + 55 0�� — 25 0�� 557171 0 7423 72553� 0 47� 1 � 2Q� + 7� a�� — 1� o�2 557172 0 8523 725551 0 6475 � 2�+7�0�� �098 557159045�1 72556605��� � 2� + 5� o�� 25 0�� 557134 0 5459 725564 0 2642 � 2� +�8 0�3 25 0�.�J 5571 �3 0 375� 725536 0 1583 � 17 + 34 0�3 25 0�� 55687� 0 72PJ4 725465 0 9� 1 1 � 17 + 34 0�3 4� o� D 556872 0�2�6 72548� 0 738� � 16+8506� 4�o�D 556824011�6 7254870�75� � 16+45052 �4016 5567�204167 7255470424� � 14+2�oD4 13075 55656705248 7255��07715 � 14+�505� 1�o4P 55654403161 7255�2o643P ROW M�RKER PERM�NENT E�SEMENT-E ��IGN ST�TION O��SET NORTH E�ST � 14+�80�� —3�059 55662801�58 72544506613 � 14+�80�� —380�� 55662701��4 72543803347 � 15+150�� —380�� 5566430�255 72543508412 L 15 + 15 0�� — 3� o�8 556644 0�558 725442 0 78�6 � 2� + 1� o�PJ 25 0�� 5571 1 1 0 5232 725543 0 5�48 � 2� + 1� o�� 4� o�P 5571 � 1 0 4783 725554 0 6448 � 1�+�� o�� 4� o� D 557�81 0 36�6 725537 0 1275 L 1�+��0�� 250�� 557���074�� 72552504224 PUE ROW M�RKER PERM�NENT E�SEMENT-E ��IGN ST�TION O�FSET NORTH E�ST � 14+36084 —58063 55656�08528 72542802547 � 14 + 55 0 27 — 5� 0 43 55658� 0 3531 725423 0 81 18 L 2� + 31 0�� — 32 0 66 55715� o�5�8 7255�8 0 7152 � 23 + 3� o�� — 54 0� D 557364 0 6� 1� 72572� o D 185 � 23+260�� —1�o�D 55733207218 72575�04373 � 18 + 63 a�� 25 o D D 556�87 0 4181 725472 0 8356 � 16+78013 5�0�� 55681802114 7254��0�542 PERMA1�lE1�T EA SEME1�l T I, 9 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 Ifurther certify that the right of 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 plansa 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 sub ject to change due to right of way revisions (See deeds for final determination)o Witness my original signature, registration number and seal this ____ day of _____9 20__ ----------------------------- �------ Professional Land Surveyor PLS # NOTESo Sea 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, L z n 0 �z w n z �' n �- 0 N O PC Stae 10+50°00 PO / �/ / oa lO �ooeo0 N 04°36'37" W BRASS DISK 505.85' SET IN STONE "COR. 13" Iy _____________________________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 �ocation & 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 sourcese I further certify that the right of 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 planse 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)o Witness my original signature9 registration number and seal this ____ day of ______9 20__0 ----------------------------- �------ Professional Land Surveyor PLS # POT Stae IO+OOe00 ANDREW MOSES DB IA PG 9087 PC Stao l7 �34093 N 04°32'27" W O N OS° N 15°43'19" W 95.37' N 06°33-Q 54'37° E N 06°42'34" W �9.1i' 82 09 2„ E 50.7q- 84.30' pp/� �` // 1 l� J��e l3 f89e0� +36.84 +55.27 N//°p� ___ � � 9ja �3„E POI� J��e 13f20voo 58.63' S9P43' +98.00 ��' 30.59', 38.00, N 02°48'37" W ��, +71.62 ,113.32' _ -L- Pl Sta 11+42.72 0 = 4° 05' 04.5" (LT) D = 2°l2'13.3" L = 185.35' T = 92.72' R = 2,600.00' GEORGE MOSES DB L-10 PG 264 PCC Sta, l2 +35e35 � O+ 40.00 10.05' � � ELLIJAY �uH� � z9.o SR �Q�� - 05.59 �3.75' - - � 10.40N 04°36'37" W 23.28' BEGIN PROJECT W BS l7BPal4oRol58 -L- Pl Sta /3 +/2.25 0 = 4° 53' 3/.9" (LT) D = 3` l0' S9.2" L = 153.69' T = 76.89' R = 1,800.00' -L - ST A l4 f50o00 UNITED STATES FOREST SERVICE A. J. MOORE TRACT N0. 1157 -L- Pl Sto 14+30.38 p = 6° 45' 32.9" (RT1 D = 8° ll' 06.4„ L = 82.58' T = 4/.34' R = 700.00' \ 3� PDE +15.00 30.98', 38.00' + 05.00 33.00' OANDREW MOSES 3 DB IA PG 9087 < 22g• 6 PT Stae l4 +7/e62 � -L- -DRI- Pl Sta 18+8/.06 Pl Sta 10+38.79 0= 50° 28' 30.3" (RT) 0= l0° 35' 20.8" lRT) D= l8° 28' S7.0" D= 52° 05' 13.5" L = 273.10' L = 20.33' T = 146.12' T = l0.19' R = 3/0.00' R = 110.00' + 45.52 94.16' ►-� PC Stao l0 +28059 N �,9��6 � ��7.���� 84.00' + 34.93 30.00', 40.00', 59.00' � 63 93„ �•3i- F + 85.60 40.00' +�s.� 50.09' � P c� ��o �� �P. PT Stao l0 f48o92 POT Stae l0 +OOv00 /22,17 `s�,. �6_00 �� .00' � C � +ss.00 � , 80.00' E\� � �i �F��O�j\ + 80.00 95.00- PC Stao l0 +30a00 \ + 15.00 40.0� PC Staa ll +33.4/ o� oo. 0 ti ti� � v 3y � '� � � ��; \ i � 280 � \\ � \ O 99 , PUE�PUE� �PUE�P E-PUE �� O 3 + 63.00 + 34.93 25.00' 25.00', 40.00' .\\\\` N �S6-9S„ , _ 68 � , ,�, \ `�-�. � BRASS DISK SET IN STONE "COR. 2" -DRI- Pl Sta 11+52.12 0 = 63° 53' 22.9" (RT) D = l90° 59' 09.4" L = 33.45' T = 18.7/' R = 30.00' NOTESo -DR2- Pl Sta l0 +67.74 �= 39° 32' 27.3" lRT) D = 54° 34' 02.7" L = 72.46' T = 37.74' R = 105.00' DRl Stao llf47o59 = DR2 Stao l0 +92e28 PT Stae ll +66a87 L StOo l8 +OOo00 = DRl Stao ll +79025 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 z n 0 �z w n z �' n �— 0 N O END PROJECT WBS l7BP -L - ST A 20+60.00 Iy _____________________________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 �ocation & 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 sourcese I further certify that the right of 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 planse 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)o Witness my original signature9 registration number and seal this ____ day of ______9 20__0 Pl Sta 18+8/.06 0= 50° 28' 30.3" lRT) D = l8° 28' S7.0" L = 273.10' T = 146.12' R = 3/0.00' Pl Sta 2/+4/.l3 � _ l4° 36' 27.7" (RTJ D = ll° 56' 11.8„ L = 122.38' T = 6/.52' R = 480.00' Pl Sta 23+58.77 0 = 43° 47' 15.7" (LT ) D = 27° l7' 0/.3" L = 160.49' T = 84.39' R = 2/0.00' 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 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, C 2 TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH. D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D 2 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE E 2 B25.00, AT AN AVERAGE RATE OF 114 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. J 8" AGGREGATE BASE COURSE R CONCRETE SHOULDER BERM GUTTER T EARTH MATERIAL U EXISTING PAVEMENT W PAVEMENT WEDGING ALL PAVEMENT SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. EXIST. GROUND EXIST. PAVEMENT J /Y\I I `I. J /YI11 `I . WEDGING DETAIL VARI ES 3'-0" �•1 �� � T (E1 �/ GRADE TO THIS LINE VARI ES 3'-0 * ( Cl ) ��� I �•1 T D1 EXIST. GROUND E1 GRADE TO THIS LINE 10'-0" � 0.02 Dl 10'-0" GRADE POI NT 0.02 , 11" 10'-0" VARIES 0' TO 8' W , 0.02 10'-0" �- , I I VARIES 0' TO 8' GRADE POINT 0.02 , � ----- i - --- � 11" � 11" I u , 3'-0" . VARI ES C1) o.� ?•� D1 �� T EXIST. GROUND E1 GRADE TO THIS LINE * 7'-0" MIN. WITH GUARDRAIL TYPICAL SECTION 1 -L- STA. 14 + 50.00 TO 15 + 29.00 -L- STA. 18 + 05.00 TO 20 + 60.00 C� � '-0" VARI ES � �'� T TYPICAL SECTION 2 —L— STA. 15 + 29.00 TO 16 + 71.20 (BEGIN BRIDGE) —L— STA. 17 + 43.87 (EN D BRI DGE) TO 18 + 05.00 VARI ES 3'-0" �-- �s. EXIST. GROUND '� � 5'-0" � 5'-0„ I GRADE ' i POINT j � � , I 3'-0" VARI ES � �. � �. � �. � �; �7_!� �_'!� �:'!� � =�����.�.I�����!� 8��� ' � T .1 T, GRADE TO THIS LINE TYPICAL SECTION 4 —DRI— STA. 10 + 50.00 TO 11 + 69.25 —DR2— STA. 10 + 30.00 TO 10 + 83.47 ?'I EXIST. GROUND * 7'-0" MIN. WITH GUARDRAIL EXIST. GROUND 16'-6" 5'-5" _ i _ 10'-0" 0.04 _ , 16'-6" 10'-0" _ � _ 5'-5" i- I I � GRADE I � POINT I � 0.04 - , 00 00 00 00 00 � o; o0000000 0 � � I 3.5" MIN (SEE STRUCTURE PLANS) TYPICAL SECTION 3 —L— STA. 16 + 71.20 (BEGIN BRIDGE) TO 17 +43.87 (END BRIDGE) 3'-0" VARI ES n � GUARDRAIL o ` �o a a a-�-.�a -�d� � � \ T �� �D1 C1 E1 EXIST. GROUND '-' GRADE TO THIS LINE D ETAI L A -L- STA. 16 + 48.85 TO 16 + 66.27 (RT) STV Engineers, IriC. PROJECT REFERENCE NO. SHEET NO. STv100 900 West Trade St., Si�iite 715 /7BPo��ol Io�SU �U-� � � � � � � � � � � �� � � �,,Q�� Charlotte, NC 28202 c NC License Number F-�9J1 f�W $HEET NO. ROADWAY DESIGN HYDRAULICS � � �� � �j � � � � � � � � � � �� � ENGINEER ENGINEER ��o \\\��►��iCA i iiiii��i ��������i i i i i�iiii��i .�`� ��N R��/N''% .�`� ��N �AR��/N �'% EARTHWORK SUMMARY ,� ��.oFEss�oti.q --., ;..� �°.oFEss��;.:� --,; (I1� C UBIC YARDS) = .` e� 9` �', � - :� �� 9` ` = SEAL SEAL = 039234 = = 040590 = FROM TO UNCL. ' ` CHAIN SIDE UNDERCUT EMBT+% BORROW WASTE '%,?.�,���`.NGINE� �'�,�� %;�y,�sF�ciNE��P����' STATI O N STATI O N EXCAVATI O N '�i,,��T. "H'p�.�,��,,.�` %,,�HA'NT' �5����` -L- 14 + 50.00 16 + 71.20 LT & RT 185 345 160 DOCUMENT NOT CONSIDERED FINAL -L- 17 + 43.87 20 + 60.00 LT & RT 743 33 710 UNLESS ALL SIGNATURES COMPLETED -DRI- 10 + 50.00 11 + 69.25 LT & RT 3 129 126 -DR2- 10 + 30.00 10 + 83.47 LT & RT 65 65 TOTAL 996 507 286 775 LOSS DUE TO CLEARING AND GRUBBING WASTE IN LIEU OF BORROW -286 -286 PROJECT TOTAL 996 507 489 ESTIMATE 5% FOR TOPSOIL ON BORROW PITS GRAND TOTAL 996 507 489 SAY 500 NOTE: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Fine Grading, Clearing and Grubbing will be paid for at the contract lump sum price for "Grading." LIST OF PIPES, E1�D WALLS, ETC. (FOR PIPES 48" � U1�DER) J ENDWALLS Q � m N `��w � 00 O v � Z j 0 J v � � ABBREVIATIONS � O STD. 838.01, Z� v LL= x o `�' � � Z CLASS IV R.C. PIPE Q p� J`" `� � � `�' STATION C.S. PIPE STD. 838.11 � � � N o � W �� J �o �. �o o °0 W � d' C.B. CATCH BASIN v � (UNLESS NOTED OTHERWISE) �R � O`�' �� v FRAME, GRATES ry cy ry � N � � 0 00 � � STD. 838.80 " O Z + AND HOOD 'O � � � `'? � `" � � � o N.D.I. NARROW DROP INLET O V (UNLESS �� Q STANDARD 840.03 0 °0 � 0° � °D w � N � Z Z N �n � oo �- '�'-' "' p D.I. DROP INLET NOTED C'J o � oo � � � o � � ^_� � N Z � � a OTHERWISE) � � o � � � � N � � � `" `" � G.D.I. GRATED DROP INLET O Q Q V OD ap � � 00 a` N w � � N dS } O ; w W � ^ * T, p 0 � � � � Q � p � � o p v � G.D.I. (N.S.) GRATED DROP INLET � � Z m � (NARROW SLOT) SIZE a "' W W a 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15" 18" 24" 30" 36" 42" 48" ,,, ,,, W CU. YDS. "' A B � °C � � � � � _ = 3 3 � 3 � � � J,B. JUNCTION BOX OO Z z � a a � � u� � � o `n `.n N Z 3 3 � � � m �n Y � M.H. MANHOLE - - _ � � Z Q m � � LL LL M W � U J z z Z � o O o � Q ' ' ,a � � � � o g � Q T.B.D.I. TRAFFIC BEARING DROP INLET THICKNESS � � � � � a v 00 W � � � `� "'• "'• °0 W � m O T.B.J.B. TRAFFIC BEARING JUNCTION BOX OR GAUGE � � o � a a � o � � � V � � ? ? p � v °� v � p TYPE OF GRATE F, v, � � O � � � U N Z 0 N � _ _ _ � _ _ _ _ N � U U � LL N N N � V w � Q N _ - � 0 0 � 0 � � � m � Z Z W � o o m o o t� t� t� � c� t� c� t� � �v �U � � REMARKS � °r N a �ri � c.i E F G -L- STA. 15+04 RT 0401 0402 2269.4' 2268.7' 0.02 46 -L- STA. 16+54 RT 0404 0403 2274.5' 2271.2' 2268.0' 0.09 44 1 1 1 -L- STA. 18+18 LT 0406 0405 2282.6' 2280.0' 2278.8' 0.02 56 1 1 1 -L- STA. 20+14 LT 0408 0407 2295.3' 2294.0' 0.03 40 TOTAL 44' 46' 40' 56� 2 1 1 1 1 * W MEASURED FROM "N" AT THE BEGINNING OF THE ANCHOR TO "N" AT THE END OF THE ANCHOR. "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. G UAlW1�1IL S UML �'1l1R Y G= GATING IMPACT ATfENUATOR TYPE 350 NG = NON-GATING IMPACT ATfENUATOR TYPE 350 LENGTH WARRANT POINT ��N�� FLARE LENGTH W` ANCHORS IMPACT REMOVE SURVEY DIST. TOTAL ATTENUATOR SINGLE REMOVE AND LINE BEG. STA. END STA. LOCATION FROM SHOUL. TYPE 350 FACED EXISTING STOCKPILE SHOP DOUBLE APPROACH TRAILING REMARKS WIDTH APPROACH TRAILING APPROACH TRAILING XI GREU V� GUARDRAIL GUARDRAIL EXISTING STRAIGHT E.O.L. B-77 M-350 TYPE III CAT-1 BIC AT-1 GUARDRAIL CURVED FACED END END END END END END MOD TL-2 MOD EA G NG -L- 15 + 93.56 16 + 62.30 LT 68.75 16 + 62.30 5.4 8.4 25 0.5 1 1 -L- 16+23.85 16+80.10 RT 56.25 16+80.10 5.4 8.4 25 0.5 1 1 -L- 17 + 34.90 17 + 80.93 LT 37.50 18.75 17 + 34.90 5.6 - 6.9 9.9 1 1 -L- 17 + 53.61 18 + 12 .34 RT 43.75 12 .50 17 + 53.61 4.4 - 4.8 7.8 25 0.5 1 1 TOTAL: 206.25 31.25 3 4 1 TOTAL ANCHOR LENGTH: 156.25 TOTAL GUARDRAIL LENGTH: 50.00 31.25 SAY: 50.00 32.00 \ BRIDGE SKETCH STV Engineers, IriC. PROJECT REFERENCE NO. SHEET NO. � DET SHOWING BRIDGE RELATIONSHIP FOR -L- O -DR�Z- STv 100 �oo west Tr�,ae st., su�te ��� /7BPol4aRol58 4 �-' �OVER N. PRONG ELLIJAY CREEK END BRIDGE -�R� � PI Sf0 /0+67.74 �I EC!/l/Ji NC LictenseNNu be�LF-09a1 �� BEGIN APPROACH SLA � �. Pl Sta 10+38.79 O�� p= 39 32 27.3 lRT) '^ ww SHEET NO. s'�► -L- STA 17+43087 � `�, p= l0° 35' 20.8" (RTJ p D= 54° 34' 02.7" ROADWAY DESIGN HYDRAULICS D= 52 05 /3.J� � �� L= 72.46� ENGINEER ENGINEER - - A f , 6 -6 TYPE-III � ° °� i L = 20.33' � GREU TL-2 � "� _ / O �� i �� �ii �� ���►�iiuiii� TYPE-I I I � T= l0.19 � ,`� � R 105.00' k�� � �.� �H CARO� %, .�� �N �AR�< '% ��� � O ,. � � ., .� � /�L �. o \ a _ `t-� `�,`�10.00 Q� o � S� �' 1 BEGIN CONST RUCT lON ;' ? �pFESS%Oti �q '�; ;` � �oFEssig,yq q -.,, � �- � '� _� _ J _ _ �_ - - - - _ _ _ _ _ \ `�� � p��� P�� -DR2 - ST A l0 +30a00 = '.� SEAL � ' � - ' � SEAL � ' � ELLIJAY ROAD ' '� V = 039234 ` _ ; 040590 : ` � 60� � � � -------- ��� Q �� SR IOOI � �''� � -------____\,,\ \�` ,\ WOODS ,`O' Q '%?.F•,FNGINE��J'�.�� :�y,p'FNGINE�����`. � , � �^'� r • .. ••...... --- � \��� \\ �� `L-�,� ,C -J � Z �0O �������T•HON�G���\\ ���'%SHANT•S�P,��`` -- Ok iiiiiiii►��� ii►iiiiii�� -- � ' S� \ `� +26.00 Q-\ s �0.� --- - � _ - - --- - - - � � � GREU TL-2 TYPE-III V�+ -n,PE_��� - --_ _ � � �� � �� `� 97•00 �� G S DOCUMENT NOT CONSIDERED FINAL_ � P UNLESS ALL SIG BEGIN BRIDGE VARIES END APP CH SLAB GREV r�_2 OO ���� �., woo�s �� �� +so.o -L- STA 16f7/o20 5'-ll" TO 6'-6" -L- STA l7+ e 8 ANDREW MosEs �� '�,\ `� �g5.00� o � DB IA P� 9os7 woo�s BEGIN CONSTRUC7�lD�1( �� +55.00 � `� � o BEGIN BRIDGE -DRI- STA 10+50v00 �� ��,F so.00� � E � +�5.00 \ � � k�'� �' � -L- STA 16�7/e 0 ` c'�� E `� - , ao.00�, 95.00� \k � � � +».00 ���� � � �, E , � � � � � %� �x ,:.� � oo �,\ �\ �� � B \2 f50e72 c I �`� N � '�D�� _ � f�k CL B RIP RAP ���.l-c�-,�rf � \ I � �p J(' lf\� 2 TON +34.93 \�� 690��� I ��� � X� ' 4� O �- +36.84 +5527 � V � ��f��� BEGIN APPROACH SLAB , � p � � � 58.63' 59.43' �� EST 7 SY �x_x -L- STA 16+60.J"r� 30.00', 40.00', 59.00' �\ ��\ e �O �\F / �` �\1 �� I � � s BARN T 0 BE � -�'i o� o• c � -L �_ \ �� �` �� � � �� C�, G I FROM STA. 18 + 20 . .. „., .. . , , .,,, � + PUE o �� X� GABION WALL REMOVED BY ,� rn ' FROM STA. 20 + 00 TO STA. 20 + 50 (LT) r� Pl Sta 14+30.38 � +9s.00 X� BA�N � � , , � Q � � - , � S!► JS X S�E S�XUR�NS) OTHERS \� � � � r, 0= 6 45' 32.9�� (RT) 30.59', 38.00' +15.00 N,PRONG -' x W � \� � o ELLIJAY CREEK k P C S tO. l 7 3 4. 9. 3 F� �� � � � D _ 8° ll' 06.4" AG� � so. -, s.00� � � \ � � , , � DRl Sta. 11+47.59 = -DRI- L 82.58 +��.62 Ro �PLATING JS k � � � � Pl Sta 11+52.12 DR2 Sta.10+92.28 U � CLA I RIP CL B RI RAP � ' , � T= 4/..34 30.00� PDE NCDOT STD. . �+� f� O> +05.00 SEE STR G�T� E P S) EST 1 T N i BARN � 0= 63 53' 22.9�� (RT) R= 7��.��� � N ' ^ _ R , 0403 � GEOT ILE 1 040� L SfO. �8f��.�� _ � ,y o /6 , So�L i J�� .o0 1 D_ l90° 59' 09.4„ r sY � �' � +80e93 , ' � L - 33.45 � °- � (TYP) � N/ ' � W ' `' " , ' ;,' � � DRl Sta. ll +79.25 T= 18.7/' � � 9 � 04o F � �v��-'� � �, f ,l4 � F � ,� � , GEORGE MOSES +40.00 � � F � � � � , C E-lu- X- - T- � �' i I R= 30.00 _ �0.05� � - - � � � � (�'� �� �� -.�. _ �� 9e55 , � , � � DB L 10 PG 264 F � � � �� ����� �� l�, l4� � ' � �j � BEGIN CONSTRUCTION / � \�� �' � Se� GREU TL-2 TYPE-III - � , 8� ' 18 CSP 30 0406 - _ C, � ,; � � � i. \ __ _ - - � N � - � , I � °p N �; � �� o o � o L-� �- T ,' �\ 3 �MP DI �� _ e - � 16' B ST � o � � � � /� 8� 2� i7.�.J���-� - - . . • � �M � �E � � r �� \ � � � � � � � �n o 0 0 ; ELLIJAY ROAD � � � � � � � � � -- � �� N - _ _ - � SR IOOI TB 2GI `�`� � � PT Sf � � � _ - = -- _ _ -- - -- � � � � ° ��f6687 �� ��C/ ��� �,� ,� �� _ _ �, �j \� SF � � s ,.-,_L _ _ � pF CUT DITCH \ � �:��,�,- _, ' So - _ 8 0 � - _ _ - -_ -_ _ _ _1 _ _ _ _ - - -_ - _ - -- (� - -_ \ O F Tq/� � , TYPE-III ` /�-T �`�. �,. � ���� +05.59 +29.04 SEE DETAIL A \ \ < ` _"y,�_,- `�L �, _.;�, �_ � �EU TL- 040 C � I R C TYPE-IIIV F�; :-�r � $e � � O� -, _ . �0.40, 13J5� \ � � 040� � _ _ - - - - � o F o � N -�-,-��, \ � � REU � 2 ,_ ;�� = ,� �� �O � � o� 4�X � �_� _ - - - - - - � � O Cp � � CLASS II RIP RAP � ��^� � � '�� � � WOODS � � d� � + ,N � (SEE STRUCTURE PLANS) `�\ ��\ < �Y�v� � � � N � L REMOVE 15" CMP C � � + 85.60 � \ � �s +�2.34 � \ � �'` , �- �v ao.00� � �, �, 4.82' \�� . 75 T APER w o o � s BEGIN SB ', \ so� , � \ v (LT & RT) +48a85 +78.13 PUE , � .;\ \ PUE s uE �� � Nq �P 3 , END BRIDGE , �, � � � 83 O 50.09 _ �� � ?,o NDREW MOSES +63.00 � NA 2� BEGIN PROJECT WBS 178Pel4eRal58 ANDREW MosEs -L STA 17�43087 �, , -�o �� \ V �1 , �� �� QB G 9087 25.00� � -L- STA 14+50°00 og ia PG 9087 +34.93 '�, �,; F<<, 25.00', 40.00' ��� `�� � �%' /`� rt - `�`-� . %� c�p BM-I f36e14 END APPROACH SLAB Pl S���B1.06�, ��'� S \� _ � � l `��s�� w `�� 74,33' -L - ST A l7 �54e88 0- 5 �� 30.3 Y� 0 D=18°2'�.0" �� � NOTEe lNCIDENTAL MILL APPROXIMATELY 25' AT EACH TlE lN TO PROVIDE A UNITED STATES FOREST SERVICE +45.52 L= 273.10' �-,��� �� SMOOTH TRANSITION TO THE EXISTING ASPHALT PAVEMENT. A. �. MOORE TRACT No. ii57 94.16� T= 146.12' \`� �`, �,, SEE SHEET 5 FOR DR1 & DR2 PROFILES R = 3/0.00' � � � � � . 2�VV 2284 2280 � � � � ---__°-----_ __---_---__°- - -- ------- , I , � G . , �e ('� 0 I . . . , . . , . . �.- , . . . . . . , .- �. -. . , . . , - . . �..--,. �..-.-. .-.-.-,_ _ .-.�. .�.-.�. .�.-�. �..-.-. �,-.�. .. i-i�. .�.-i�. .LL�. .LLi. . .LLi�. .. L�. �.-i�. .LL�. .LLi. . .LI-i�. , _�.-.-.� -. .�--'----i-. _ -..-.--. ..-.�-L----'- --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 I I I I I I i I i :J �/ I I I i i ��� � � � � � � -� -� �� I- _ -� � g �a�� ,.. , _� �_ �� � � � � � � � � ��_� �-i �� �; __�- �_ ,_ ,_ _,_ ,_ ,_ ,- � � � � �k� �,,. � � � � � _ ---�_ . __ i :i-i_� _� �.��_ u� _u_� _i _� _u-� --�- - - �- - --�_ _ _ �_ _ END BRIDGE � �_�i_ . � , �, ,�. i_ - - -:- �;� i j ii ii ii ii i ii ii i i ii i i : : i : : i I il i I lil i I I i�i � I _ � �. � _ � - - - - - --- ----- - - - : _ :--- - _ _ _ :_ _ :_ _ :_ ___ _ _ _ :_ _ :_ _ '_ _ _ --- '--- --- ---: --- -- � ,.-o ; � _-- -- --- -- �-�- ��- � � - 2288 -- -- --- --� - - - - - --�_ _ _ �_ _ �_ _ �_ _ _�_ _ _ �_ _ �_ _ �_ �_ � � � _ _ _ Q / �i_:�� �� :_� �_ �.�i__:�� �� i u_; i� �_i �i �_� i�_ u_ i_ �i L- STA 17+43e87 i i i�, � �- o I I i i � I i i I i i i i - I i- i I i i i i � i i i I I i i i I I I I : I : I I ` / �-' \ g.V� ;1= _ - - - --•�-- j i i�i i i - -- --- - - - - - ------ ��'' k � --- -- --- ---- _ � - - -_� _ - _ . - 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 ' � � , � � � �, , � � , , , � � � � � �'-------' �--'- -��_ , � � � �- , � Pl = 17+70.00 � � � � � �''-, �,.,.- �_ - - - --- -�--; - � --- ��_--��- i_ --- - - - - -- _ _ _ _ EL = 2,279.34' -- - - --- - ��, � -- J �� --- -- --- ---- : ; ; ; � __: � - _ _ I I I--� ---; j -r _,. ,-i I- _ �- _ i_ - �- - �- j- _ �- , i � 1 / I l - - - ---_ .-_--._. .- i_._i�_� _� �. :_. .-i_ _��_. � i _�. _ . : _:� BEGIN BRIDGE -�- - �- - �- -_�- - - �- - �- - - VC = l60 _ � _i - i i . �' __ ._ oo i :- - - ___ .- _:__ ZZH4 � i i 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 e � i p� !i �- -- � -�__; � � �--- �__:_�__�_ :_:___, � � � � � _� :--- �-�--� -� -! �---� -�--� � �- - �- �- �- �- �- �- K 26 � ,. 3/ _-- -- o o ;- ____ __:- :_ : ,_:_--_:_- I. i�- �-iZ�._ i i � i i_ i_ _ i_ � i_ i_ i i a --- --- -- - --= ��-� _i __i- �._.� � � � � i � �: :- _� -L - ST A l6 f7/o20 - - g• i� _i_�_i _i_i__ _i_ i_i__i_ __ . . i_ _��_. __u_i__�. ._ � _i _�- - --�- - �_ _ DS = 25 MPH i ,�k� i - - - - o � i - - - --_ _ _ _ _ . . . . . . �. . . �. . . . --�� I � I . i � � � ,. . . . . ��. . . . ��. . . . . . � I I ! � ! I I . // ' � . . . . �I� - - . . .Q N . . � - - - - - � i-� ..� . . . . . - �_ �. � � � � i i i � � � � . . . . . � . . . . . . . . . . . . . I . i- i . i .. i . i- i .. � � % . . . . � _ . . . �" (\ � . 'I � � � I I I _l_ _u_� _ i; - - - - - - - a - - � V I - - - --.- - :���L Pl = 15+00.00 __ ; ; � � � � ; � � ; ; --t -'- - , , --'- - , , � 1- � ��g A� 9 _ ' � '� � '� �� - _ ii ii � � � � ; ,, _ , _� Pl = 16+20.00 �- � �� -_- - i EL - 2,272.82 ---; --- __;__ _ __� - _; _ _ � - ._._- ._� __� __ _ _ _ _ ___ _ _ - _ _ � � � l _ --- --- -- --- -: ._ :- � � � � . 2280 VC = l00' _ :��_ _u_� i_� _� _ EL - 2,274.33 : � -� ! --i -�- - - - - - �- , _-�--i � � : �: I �'` - _ � �u �i _ _.-_ �� � � i i I i � � I I i N � i i � � I I i J� i� � � i I i i i i i i _�-. , , � � � -�-�- VC l40' � �_ ; � _ __ K = 67 � � � � � � � � ---; -; o � - --- i --- -- --- _-=-- . � � ,._� K -_/3 --��-�-� � �� � . �-i -�-i -' ,-;-- - __, �_ ; �- ; �- _�_ � �+)3.3400� � � o � - � � � � . � -- � o ---,--;--; ---; - � - DS 55 MPH - ,- , _ - � --i - --i -I� i � � , DS = 40 MPH - - - - PROPOSED GRADE ,_;-_ " � _- _ - - - - - - �' i_� � �u _ __ __ __ _ _ _-- _- --- --- - � � � � � 22 76 �, � �� BEGIN PROJECT WBS l7BPol4oRJ58 ,_� -- � e �- � �_----- I, � �� + - - - -_ _- - - - --- � �-�� ��� � � � � � � � o� �� � N � �� 2276 �, BEGIN GRADE _ � � I _ - --�j --" � , . � � � o, cv -� � � ,. - - - - - - - - - - - :_ � � � � -- J J I � �- �,. ,_ �� i _ _ __ � p op �: '� i II II - _ : __ - -- --- -_ ___ _.-- i i i s� � I_�-� I_I-I I� -- I � -� ._ �_ ���j_��+. �__, � � - - - - - --- � -- • - -L- STA 14f50.00 - �,_,� , I� _--- , _---�"� EXIST BRIDGE � ! � � � � I` I_ H. I- I�-1-I- � I � N �_. � � ._ __ __ __ -- -- ----- � � � � � � -- � - � � _ i --- p/ � -- -� cv i �� � W _ ._ � � � e EL = 2,272.56, -� __+-------'--- l+)1.2583°0 (+)3.340 ' --"" TO BE REMOVED -- --- °ii° ii i� � - -- -- _- _- --- -- --- --- � 2272 -- EXIST l )0.0958 / ---- -- -- _____ � ' - _ _ _ _ __ __ _ _ _ _ -- 2272 � - - - ( +)1.25 ° _ _ _ _ _ _ _ �I-i�-�i-�-I � � �u � � � � � �� � � � � � ----- -- � l +)0.5200% 83/ _ _ _ _ EXISTING GROUND , � , � _ � ��I- : �. - � _.�_._ � � �_ � _-- , - - L � � �___� � �___� �__ _ - - - �+) 2.25/ _ �� � � ; � � , _ � � ; � � � �_ � � -- _ _ _ - - - - - - - - --_ ._ � � � � � _-- - __- - - ______ _� ____--- � ___ � - ---- -- ---� ----� � _� ��_ -- - - - - -- -- - - - --- :�-,-�� a - -- - --- ----- - - ---�� -_ - - � � - - - _ _ _ - - 92% � � � � � , -� -, -,---- --- -- �, �, ;- -- - - - - -- -- -- - --- - -- -- � � ! �,-- � -_ _ N /-, - __ ___ 3. i____ i � i � i � � i � i i i I - - - - -- - - - I ' - - _ - � � - ---- -. _._ - - - - - - - -- - -- - - -.- ._ I � - - -- - - �88� - - �+ i i � d; - - - �� �-� �- -- - - - -- - - - - - �i � � _ __ o �"� _i� '-- ��-�� - -�- � � � i EST IMAT ED 65/ CY � �_ _� _ _ -� -� - � - � �_ _ . � � � � � -- -- -- - - --- 6' - - - -- -- - - -- - -- - _ - N -- - - - -- - - � � �i �i i �"� � � ' �/ - � 2 2 6 H , -�_ -_--,_, :__: � ��I ��� � _� ' �� - ���-� t o� � � � � � � � o� CLASS ll RlP RAP � � � UNCLASSIFIED � � � � � _ _. , � 2 2 6 H i-.-,_, , ��, i � � i i � N �, � _ � _� � i -,_� � ,_� : _� - _.,_:�,_� _� :___� ._.�, , ---, : � °� �i - � � � _:-iT__i _ �_i_I � N i �__ i-i --!- Z�- � c�j �� SEE STRUCTURE PLANS � ; ',_��-'� STRUC7-URE EXCAVATION � i_�__i i _i -! �--'i � � � �-� -� � � � �� � � � � � �__ Pl =14+50.00 RT Pl =15+00.00 RT _�_�_� ; �;_� +�v � _ �_� _�_� __ � (TOTAL BOTH SIDES) � � �_ ; � �_� �_ � � � � � � �-� -� � , -� n � � � � ` ` �_ � CUT OFF EXISTING ABUTMENT ,�, � �, -, NOTEo DESIGN SPEED SHOWN FOR VERTICAL CURVES � � '_ ! _! '_! !_'__ ,_' __-_'_'__' lS UP T0 20 MPH LESS THAN OVERALL DESIGN � - EL = 2,270.99 El = 2,269.37' '_ '-_'_--_'_- ! \` '--. __-__ � W ' I'- AT GROUND ELEVATION CLASS ll R/P RAP �� °� 2 2 64 �� SEE STRUCTURE PLANS SPEED PER SUB-REGIONAL T/ER DESIGN GUIDEL/NESo 2 2 64 ��� �o� \�r 14+00 15+00 16+00 17+00 18+00 19+00 �, � � oo �� d�Ll� 3 Pl Sta 18+8/.06 0= 50° 28' 30.3" lRT) D = l8° 28' S7.0" L = 273.10' T = 146.12' O R = 3/0.00' 3 ANDREW MOSES DB IA PG 9087 +97e53 3 65 6 REMOVE 15" CMP w- __--------__ �,_-- � �/� � ----------------- � / / �� ��-, � v ' GY � / �/ �,, , ' '' �/ � o - - o ' � -' Pl Sta 2/ +4/.l3 �` � o� �,.-'� �-' � 0= l4° 36' 27.7" (RT) N�o, �".� -' ,, �' o D= ll" 56' 11.8,� o � ,- ,� o L = 122.38' N � ,,�� ,�' ° N T _ 6/.52' , ' R 480.00 � , � � j �'�/ S�� ''�/ N � � �O � �' + 08.03 � �' � �� ao.00;- �,� +47e7/ � WOODS R � W � � ,�- ,' +3�.00 23,48' � ,,v � , ' � 32.66' C_ ``,�'_�-�� i � , - � '%G R P E - - ' � F � — � ,-' �� oao �E ___ , , ��E c �� � � � F � � �� ,,�R � � — � B�-3 +55.00 VE WOODS � / -�'�� / - _ , i5" cMP R 5' 25.0o P , + � . o P�E `��`'� r — --- -- --- ' SEE DETAIL � _ \ � � �- A 10.02' i —_ O o �� C Z � -� � � — � � -- PVE PVE Srr,� T STV Engineers, Inc. 1�/ 100 900 West Trade St , Suite 715 �CJ'/l/Ji Charlotte, NC 28202 NC License Number F-0991 �P� O O � N PROJECT REFERENCE NO. SHEET NO. l7BPol4aRol58 5 fLW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,►����������� ��►����►��,,,, `������.�H CARp�� %,,� \�����-�H CARp��� ,,�� �` �� •pFESS%0,� �q �'% ��� �'�'pFESS%q,y . q '.�, :�Q� 9� � � � :�Q� 9� � = SEAL = = SEAL = = 039234 = = 040590 = ; : � � ; ;s� � �Q; '�,tiir • c`,NGINE�• J'���� %ti'•. FNGINE�•� Q����� � i���'S"/,�'i IHI��G\��� .,���Syq'N T 1 iS,rP \�. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED rn � \ ;� o o � _� — ELLI JAY ROAD _ � `'`'� � r SR 1001 � � ; `� N 42� �2' 26.9" E �* ;� — _� ��r P�E �- �� , � o � � � — o � `� PUE +so.00 � � �� � F — �� — \�� VE � � \ 54.00' � j1 � � � —� F l6' c� C ��=� � � � PUE `� ti����;.r �- � � (TYP) � � �`�— � � � Pl Sta 23 +58.77 � � CL B RIP RAP W �o;oo \ = \ \ � 0 - 43 47 /5.7 �LT) EST 3 TON 0 W 9.98 ����\ � �� D= 27� r%� ��..3�� / � GEOTEXTILE + 90.00 0- � + 50.00 \\ � \ \� L = 160.49 �NG R I � � EST 11 SY 25.00', 40.00' a � � P�E �5.00� �� � � �� E � T = 84.39' ��`S�� �� E _ , J S oao +� 9.0o END PROJECT W BS l7BPol4eRel58 �� °,�� X�S T�N� R� a R= 2/0.00' � o �, 3$ $, _ �S � � � rn � 25.00�, ao.00� -L- STA 20+60.00 �� " � w � -� o N IZ 5/�� ,, m 75 TAPER �� o �� +Zb.00 ;� o/ �� � ,,/S' (LT & RT) �� � �� � �o.00� f�� , ���' � \ �3 � �� , �� -�___ � ;� WOODS , �. . ANDREW MOSES DB IA PG 9087 ��� ' NOT Eo lNCIDENT AL MILL APPROX/MAT ELY � 25' AT EACH T lE lN T 0 PROV lDE A ��� ��, � SMOOT H T RANSIT lON T 0 T HE EXIST lNG `�'``� �\ `�� ASPHALT PAVEMENTo 2 316 _-� _-� �_� _-�_� _- _� _: �_ -�_i_ -�_�_ -�_�-_ - -- _ _ _ _- -. _ I__ . _ i � � 2 316 2 3 0 8 � � � _ —� _�_ _�� � -- -- ----�� -� � -- -_ _ -. �� - --- --- -_ �- -.- -.- -. -. _ � -;- � � � � � � � � � � � I � � � � � -�_- � - ' � �_ ------ � �� --� --- ---- -,--- -- � � _- � - ---- - : __ . _. _ _� 2 312 ��, � � � � � �—, � �� END PROJECT W BS l7BP,l4eR,158 � ; � ; 2 312 2 3 �4 � � � END GRADE : : � : -� I! --- ------- _ _ __ _-- ------- _ _ _-- � � -- - _- �- _---_� - _ _ _:_ � _ _ ._ _ _ _ _ _ _ ._ _ _ _ — -L - ST A 20 f60,00 I ��_ I _ _ _ _ _ _ _ _ _ _ _ _ _ - -i� � I- - I _�-i I � � �- I i- � _ � � �� EL = 2,300.7/' � � � � � � � 2308 �� �_-_ _- __- _ _- _-_ _- __- _ :-ti , , ____ _, �. :�: _,_; _�_j =� ' 2308 2300 =�;_'` ,.__ � � �� � � �� _- _- _- _ - _- _-_ --_ -- _ - --u Pl = 20+05.00 ---.--__�__-�. i i_- i _u-� i_i _� ` � i ,- - - - - _- " EL = 2,298.80' - � � � � � � � � � I � � � __ __ __ _ _ _- -- --- -- - -- h-- - � - - -- - - - - - -- - _ � VC = 90' - -- :��_ i _u_i �� -� � � i 2304 ' --- -- _-- - - -- --- ------- - - ' K = 3� -__- __'_ � � .� � '- '-' - - 2304 2296 - : ' -� ._� ` - �.�_i-_ -� � . i i I I I I i i__ _______i i i i � DS = 35 MPH � i n � �, _. i- � �_ �� �� �� - �� -- --- -�-; i --�- ; , i __ �, _ / � i i Pl = l9+15.00 � '� - I PROPOSED GRADE j— _ _ �-_,_ _-� _ �-: T �+)3.89�2__ I � � 2300 EL = 2,293.ro �� _� o EX�S � 2300 2292 �� VC 90 � �� � �� K = 29 �� --- � I - -I�-'-' (+�3•4727� _ :- I I _� _I -� � : �_� I i � � o DS = 30 MPH � - - - �� 3 /� � —' ,.-' '- ; _�t_. ; i � � - -� ' 333 � � -�' _� -- - --- - - - � ,- - � ,���� �, ,,, -� (+)6° �� .�'" i-� � ii � � ii .� 2296 ' --- --�_-� - � --- �� � '"� I ' --'--��-�-- '-' - -' - - - '-1 ._ —�� \�'°9 �.--�"�o g���� � � � � 2 2 9 6 2 2 8 8 _. �, - -- --, i� I -,- _ � ,� � -- . S! �' �kl � � ; _i u_� i_� _� _ �� i . . . _ ,. � , i� -I _--__�_ �_ _:_:_ � _ � , � �� i� , i i i p N i -- i i_-�-i -- �- I `�- �-i � ,i � I - J� _._ � � _I _�I_I I_1 _� I_ P 1_ � ag� �° � ' � ��� � -� � � � __�_,_ - ; ;-� � rn -' - �-� --�-� - - - �-� �; gQ' � � - J � � N �� �� _ � FROM STA. 18 + 20 TO STA. 19 + 00 (LT) FROM STA. 20 + 00 TO STA. 20 + 50 (LT) � _ i . i i i , i�_��_,_,�_ , � 2292 ��� ' ��� �� � � � �� � o � � � : �� o �v �� � �� �� � �� 2292 2284 i� � /�i I : � _ � ii '�i i ii ii i �� , - ___ , �, EXISTING GROUND o � J � ' i_ �-I `� ` -� i-- �I ! --I- - -i i i i� ' _ _ _ + `v �n `v _ i_I � � _i _�i_� I �- EXIST i_ � - -- _-- - - -- --_ -- - - --- N `v � rn '_ �_�- _i �_ �_� __�_ _ _� �_ (+)2.30 % � I�i II- _ - __ _ ._ ._ _ ._ __ _ - �� II II �f N - _ I i _�__�_�_-I�_I__ � -�j-I � i- /� � 228H ,I�_ _ __ _ _ - � w N N _ _ � � . � 228H 2280 ,� L - - �� �� � � � �� �� � - - - - - - - - - - -�� II I - - �� -�i-I � � - - - - - - - - - : , , _ � -- -- -- - — -- --- --- -- - — --=iz :------ � � — ! ---.-u_—!— -- -- i—! --�— - — - � - - i i� i �i iii i �� i i- - -- - - - - - - - - i _ -I� . � . _ �� � �I_I _ � - - -- - - - - - - - _ �_ -_�_�--_-_ __-_ � � � �_� _ --�T . _�_ _ � �i -- -- - - - -- -- --- -- - - _-- -- ---- --� -- -- - - � � 2284 , . 2284 2276 _ ;, , , , � _ _ __ _ ._ ._ ._ __ _ _ ;_ °� ', --- -- ---- - - -- --- ------- - - ---�- � ', _ - - - - - - - - - -i_ �NOT Ee DESIGN SPEED SHOW N FOR V ERT ICAL CURV ES I � ' '---' �---i- ---i �---i �_: -i ,_: _� �-: -;_ -: -; ,-: -; ,-. : ' /S UP TO 20 MPH LESS THAN OVERALL DESIGN �� � 2 2 g � SPEED PER SUB -REGIONAL T lER DESIGN GUIDELINESe 2 2$ O 2 2%2 ��� �o� \�r 19+00 20+00 21 +00 10+20 �, � � �� d�Ll� 3 Fy,,s T � — — � �� � / ���5 �� \ — � / ,� � R/w \ `\ `, �� � � \ �� \ � _ _� �, \ �V-,, � -- --� �,�� ,� _ _ \� f35o82 BL-q . 13e50' _,,,,�"' BEGIN CONST RUCT lON -L - ST A l4 f40°00 // 1 i ��__i � � -� � � / EXIST lNG GROUND �• . 2304 2300 2296 � � •� . 2304 2300 2296 � �\�(/�+� � L L — L�LJI./ T t IV U �JI-I�AUt J9S�8 \ � PROPOSED -DR2- STA 10+83047 = 2 2 9 2 , T `� %\�� GRADE -DRI - ST A ll +40a87 2 2 9 2 ___ �-I � ; �_� � � � EL = 2,284.83' � � , i � , ,-� i i�--! `' � ��,; ;�, iii i�i � � � � � -�!� (-)/8% \� �'� � - - I�{ I-. �� 2288 ---- --,--�, ��. -�1�f l� - � �- � � 2288 - � ���_�� _ � ,-�- ---,-- --� � �—�- -i ---i -� \ i i-i i--�i �-- \ EXISTING GROUND ��-� �- - � ' �5�,9% -_ -:_i i _'i _i _-�ii I!� - - - - i \ � � � 2284 ��� � � -��_��� ;- - �� � ��' ���� -o,qi_ -� 2284 \ p I � � � _ _ _ - i. �°� \\ PROPpsE� � � -- -- _ _ __ __ `. � I� i � � �_-� i � — I� ��i--'� � �: � (�4\ � � �' � — '-! --- -�--�i �--- '�- _ ��- � �-�a ROPpSED 2 2 8 0 ; �;' �_-I BEGIN GRADE Pl = l0 +73.47 � �� 2 2 8 0 � � �� � -QR2- STA 10+30a00 E� = 2,285.98 I __; _; _� ,�i�= :_= EL = 2,293.36' , , � �_ �� � � _ Pl =_ 10+78.47 � � �, � ��� � � � � � � i- . -- I � - -- - - -; EL - 2285.23 �� � 2276 � �-' -'--: �-� �- --__ = _ _- _- _- __- � � � � 2276 � � � � � ���I� �I� ���I�� __I � � 11 + 00 _---i----�-�-� i-i-�,-� i-i--i-i-i--� ;-i-,-� i-i-�-�-i-i-�,-� i-i--i-i-i--� ;-i-�-� i-�-�-�-i-i-�,-� -- - 2272 10+00 11+00 2272 �� �� �� � ��� � ����� �������� �� ���� �� LOCATI01�: BRIDGE #009 O T�ER 1�lORTH PR01�G ELLIJA Y CREEI� 01� SR 1001 �ELLIJA Y RD� TYPE OF WORI�: GRADII�G, DRAII�A GE, PA T�I1�G � STR UCT URES � � 111. C.D.O. T. WORK Z011tE TRAFFIC C011tTROL � o F �- � 1561 MAIL SERVICE CEIIITER (MSC) RALEIGH, 11tC 27699-1561 �� NORT �/Gh. J� ���� � 750 N. GREENFIELD PARKWAY GARNER, NC 27529 (DELIVERY) J�5 oF cq �L PHONE: (919) 773-2800� FAX: (919) 771-2745 � �`° �o �,� %�v. � �r3� 0 — Q Q' �i t1� M;.n;'� ,s.a'.,.,� � "�"i��"��:: ,. JOSEPH E. HUMMER, PE � � � . STATE TRAFFIC MA11lAGEMEIVT E11tGI11tEER � � � � � i �� ��� .� o z �� �� � TRAFFIC C0IVTROL PROJECT E11lGINEER o� ° o \� � �� �� � T R A F F I C C 0 1 1 t T R O L P R OJ E C T D E S I G 1 1 t E 1 1 t G I 1 1 l E E R ���FtiT NSQ°GO WORK Z011tE SAFETY � MOBILITY o �F TRP "}'rom the MOUNTAI11iS to the COAST" TRAFFIC C011tTROL DESIG11t E111GI11tEER �F rRAFF�G I1�DEX OF SHEETS SHEET N0. TMP-1 TMP-1A TMP-2 TMP-3 TMP-4 TMP-5 TITLE TITLE SHEET, VICINITY MAP, AND INDEX OF SHEETS ROADWAY STANDARD DRAWINGS AND LEGEND TRANSPORTATION OPERATIONS PLAN TEMPORARY TRAFFIC CONTROL PHASING PHASE I DETAILS PHASE II DETAILS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Sm� T STV Engineers, Inc. j� ��� 90� West Trade St., ��aite %15 C�Cl/UJi Charlotte, NC 2R202 NC License Number �-0991 NIKKI T. HONEYCUTT, PE TRAFFIC ENGINEER STEPHANIE M. PHILLIPS, EI TRANSPORTATION DESIGNER APPR O VED:. DA TE: ����\\�N'CAR� ///���� . � �/N % �` �� .�FESS%pN •; 9 '�� = ��Q� 9�.�� = - SEAL = = 039234 ; ; � ' ' � :�ti'.<�NGINEE�'�.`� ,�•�� • , • � \�. �,����,r I fHl�`�(\\\\�� �]H[]ElE°1[° 1�i�➢. 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 1101.04 1101 .05 1101.11 1110.01 1110.02 1130.01 1135.01 1150.01 1180.01 1205.01 1205.02 1205. 10 1261.01 1261 .02 1262.01 TITLE WORK ZONE WARNING SIGNS TEMPORARY LANE CLOSURES TEMPORARY SHOULDER CLOSURES WORK ZONE VEHICLE ACCESSES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS PORTABLE WORK ZONE SIGNS DRUM CONES FLAGGING DEVICES SKINNY-DRUM PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO LANE AND MULTILANE PAVEMENT MARKINGS - BRIDGES GUARDRAIL & BARRIER DELINEATOR SPACING GUARDRAIL & BARRIER DELINEATOR TYPES GUARDRAIL END DELINEATION ROADWAYS 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 � �E �EXISTING � PROPOSED � M TEMPORARY �----- � � p �-� PORTABLE TRAFFIC SIGNAL LE GE1�lD TEMPORARY PAVEMENT MARKING PAINT 4" PA PAI NT 24 ►► P2 WHITE EDGE LINE WHITE STOPBAR PAVEMENT MARKINGS EXISTING LINES TEMPORARY LINES PAVEMENT MARKING SYMBOLS � � PAVEMENT MARKING SYMBOLS Srr,` , STV Engineers, Inc. j�/ ��� 900 West Trade St., Sui�te 715 e��j� Charlotte, NC 28202 NC License Number F—�99'I BRIDGE �550009 APPROVED: N O F y� \S�ooF NORTH �y ����iiiiii►,i, �q /v DATE: \\�����.�� CARO�i �''% � .�� '� �'�,� ,�` ��• ESS%p' N'� �'% � �� � �r ' ;'Q��� N9<'•; ' � �� � ,� _ ROADWAY STANDARD = SEAL = o SEAL = 039234 ;� m °�' D RAW I N G S& L E G E N D ' ' ' °� �° '��•� FNGINE�Q'�',l'�`•� ?' �� ,�� � ��i � �� • � li ��� � ��C. �Q- Z � c�Q � //������iiHi�����\\ ZO�T oF TRPN 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 1001 (ELLIJAY RD) ( -L- ) MARKING PAINT MARKER 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.158 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 BRIDGE �550009 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 PHASE I- TRAFFIC WILL BE MAINTAINED ON THE EXISTING ROAD, BUT REDUCED TO ONE LANE USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS AS THE NEW ALIGNMENT IS CONSTRUCTED. PHASE II - TRAFFIC WILL BE SHIFTED TO ONE LANE ON THE NEW ALIGNMENT USING TEMPORARY SIGNALS AND PAVEMENT MARKINGS WHILE THE REMAINDER 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 N N�G �� NORrH y ���►iiiii►��� �`' oF �.y /y DATE: \\��.��,�H CARO��'�.,� � .�`� Ro� �t- ;'�°.oFEss;°ti"q �-',; °�� 2�' TRANSPORTATION � ;�Q� 9<' ; — ,� � � � = SEAL = � 0 P E RAT I 0 N S SEAL = 039234 _ � R' o -' � � � -o _ • • � O '%,���FN�INEE ��,.� � �� � �� P LAN �\\ • �'�• Q � p ///,/����H�Oj�1\ \\\ 2� T OF TRPN`' G DOCUMENT NOT CONSIDERED FINAL �F rRAFF�G UNLESS ALL SIGNATURES COMPLETED STEP 1: PR OJEC T PHA Sl1�l G PHASE I INSTALL ADVANCED WORK ZONE WARNING SIGNS IN ACCORDANCE TO NCDOT RSD. 1101.01 SHEET 3 OF 3. STEP 2: USING NCDOT RSD. 1101.02 SHEET 1 OF 15, INSTALL PORTABLE TRAFFIC SIGNALS, SIGNING, TEMPORARY PAVEMENT MARKINGS, TEMPORARY GUARDRAIL, DRUMS AND TEMPORARY SHORING N0. 1 AND N0. 2 AS SHOWN ON SHEET TMP-4. ONCE SIGNS AND DEVICES ARE IN PLACE, ACTIVATE PORTABLE TRAFFIC SIGNALS AND PLACE TRAFFIC INTO A ONE-LANE, TWO-WAY OPERATION. STEP 3: REMOVE EXISTING LEFT SIDE BRIDGE RAIL AND SAW CUT AND REMOVE LEFT SIDE OF EXISTING BRIDGE. STEP 4: CONSTRUCT LEFT SIDE OF BRIDGE, GUARDRAIL, AND -L- (SR 1001) FROM +/- STA. 14+50 TO 20+60, UP TO BUT NOT INCLUDING FINAL LAYER OF SURFACE COURSE AS SHOWN ON SHEET TMP-4. PHASE II STEP 1: USING NCDOT RSD. 1101.02 SHEET 1 OF 15, INSTALL SIGNING, TEMPORARY PAVEMENT MARKINGS, TEMPORARY GUARDRAIL AND DRUMS AS SHOWN ON SHEET TMP-5. ONCE SIGNS AND DEVICES ARE IN PLACE, ACTIVATE PORTABLE TRAFFIC SIGNALS AND SHIFT ONE-LANE, TWO-WAY TRAFFIC ONTO THE NEWLY CONSTRUCTED LEFT SIDE OF -L-. STEP 2: AWAY FROM TRAFFIC REMOVE EXISTING BRIDGE, CONSTRUCT RIGHT SIDE OF BRIDGE, AND RIGHT SIDE OF -L- (SR 1001) FROM +/- STA. 14+50 TO 20+60, UP TO BUT NOT INCLUDING FINAL LAYER OF SURFACE COURSE AS SHOWN ON SHEET TMP-5. STEP 1: STEP 2: STEP 3: PHASE III USING NCDOT RSD. 1101.02 SHEET 1 OF 15, REMOVE TEMPORARY GUARDRAIL, TEMPORARY TRAFFIC SIGNALS AND CONFLICTING TEMPORARY PAVEMENT MARKINGS. USING NCDOT RSD. 1101.02 SHEET 1 OF 15, INSTALL FINAL LAYER OF SURFACE COURSE AND PAVEMENT MARKINGS ON -L-. ONCE ALL CONSTRUCTION IS COMPLETE, REMOVE ALL SIGNS AND DEVICES AND PLACE TRAFFIC IN ITS FINAL PATTERN. PROJ. REFERENCE NO. SHEET NO. 17BP.14.R.158 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 BRIDGE �550009 APPROVED: o F N N�G �� NORrH y ���►iiiii►��� �`' oF �.y /y DATE: \\��.��,�H CARO��'�.,� � .�`� Ro� �t- �` ��• FESS/0��'q �'% � �� � s ; ..�p . 2 = �� 9�'�: � � � � � TEMPORARY TRAFFIC = SEAL - o SEAL = 039234 ;� m °�' CONTROL PHASING : : .� " ' � °� �° '�.,?�j�FNGINE� �'���: P¢ ��� � �� � ti Q� p //�������H��N���\\ 2p^,T °F TRPNS G DOCUMENT NOT CONSIDERED FINAL F rRAFF�G UNLESS ALL SIGNATURES COMPLETED PA T�EMEI�T MARKI1�l G PLA1�l 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. NO 1205.01 1205.02 1205.12 1261 . 01 1261.02 1262.01 TITLE PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO LANE AND MULTILANE ROADWAYS PAVEMENT MARKINGS - BRIDGES GUARDRAIL & BARRIER DELINEATORS - INSTALLATION SPACING GUARDRAIL & BARRIER DELINEATORS - TYPES AND MOUNTING 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 1001 (ELLIJAY 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. _--- _ _ — _ — — _ _ _ _ — — — _ _ — _ — — _ _ _ — _ — _ _ _ — — — — BEGIN PA P/ MARKINGS T lE T 0 EXIST lNG —L — ST Ae l4 +50 K1 O N � � � � PA — PAINT (4" WHITE) PI — PAINT (4" YELLOW) , --�----- 0 —L— �— LLIJAY ROAD �� I PAVEMENT MARKING SCHEDULE WHITE EDGELINE — — — — — — _ _` � �SR 1001� '�, �� DOUBLE YELLOW CENTER LINE �_ P/ �` �� ��\\\ �\\ � � � � � � � \�� �� �� � � � � � � �� � � \ �� �� \ �0 � \ \ \ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ,,,,,,►�����►�,,, \\��� ��H CARO</ �''�, ;` ��•oFESSIp;��q �'%; � tQ� q� •: % = SEAL = = 039234 = :'L.'• �' GINE,�'�. : . i .,!V E � . / �� \ \ \� �'�i�� �/T'fHl���� PROJ. REFERENCE NO 17BP.14.R.158 SHEET NO. PMP-1 Srr,� T STV Engineers, Inc. �� ��� 90Q West Trade St., Suite 715 El!'/t/Ji Charlotte, NC 28202 �JC License Nun�l�er F-0991 BRIDGE #550009 NAD 83 Nq 2011 END PA Pl MARK/NGS T/E T 0 EXIST lNG —L— STAo 20+60 PAVEMENT MARKING DETAIL SCALE: 2 Q DATE: Q 1 � O9 � 1 8 DWG. BY: E RW DESIGN BY: E RW REVIEWED BY: MBE r� J�4� �Hp 9 Q Q � � � N i � q o2 � P, v J � CADD FILE REVISIONS • � BEGI1� PROJECT WBS 17BP.14.R.158 -L- STA.14 + 50.00 E� TO US 64 BEGI1� C01�STR UCTI011t WBS 17BP.14.R.158 -L- STA.14 + 40.00 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 PLANS THESE EROSION A1VD SEDIME11rT CONTROL PLANS COMPLY WITH THE REGULATI011IS SET FORTH BY THE NCG-010000 GENERAL C011lSTRUCTl011i PERMIT EFFECTIVE AUGUST 3, 2011 A11tD ISSUED BY THE 11lORTH CAROLIIVA DEPARTMENT OF ENVIROIVMENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. �� �� �� ���� � ����� �������� �� ���� �� I" I '� \� .� . � � ., � `,�;i. � ��. I� `� � ., � I�� ��) I'� I" I'� C�) I" ��) � I��: II) ,; � �� �� � �; �� � � � �� � � �� � � � . . . � �� LOCA TI01�: BRIDGE #��0009 � T�ER 1�OR TH PR 01�G ELLIJA Y CREEK 01� SR IOOI (ELLIJA Y RD) TYPE OF WORK: GRADI11tG, l'A T�I11tG, DRAII�AGE, � �,S ��RI, � RT� �s pR ��N\�s END BRIDGE ����. E� �FFK��S� -L- STA. 17+43.87 CR \ -� ��s� JS- _ ��s �- \ . BEGIN BRIDGE -L- STA. 16 + 71.2 0 Prepared ln the Offlce of: S�� T STV Engineers, Inc. � ��� 900 West Trade St., Suite 715 C�Cl'/UJi Charlotte, NC 28202 NC License Number F-0991 Designed by. DA VI1�I C. MORRIS011t, PE 3126 NAME LEVEL lil CERTIFICATION NO. �s\�s\ � '•.\✓S \�S �. \�� � � �s � � N tJ1 Revlewed In the Offlce of: STR UCTURE NAD 83 ` N'4 2011 STATE STATE PROJECT REFERENCE NO. SHEE� T�TAL NO. SH��TS � � � � l���old.Ra15� ECpI i STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION 17BP.14.R.158 P.E. 17BP.14.R.158 R�W & UTILITIES 17BP.14.R.158 CONSTRUCTION ������N �1N� ���IM�N� C�NT��� M���U��� ES d• � �escri�Eion �1 1'V¢/o.0¢) ll �Il7t71]��IC°a`AIC`g' �`Illl� �Il��llIl---------------------- TSD 1630.05 ��p������� �Il��Ila����Il ,.p � 1605.01 ������� �� ���� ]F���� 1606.01 ����a�� ���a���� ������� I����� 1622.01 ��Il�� ��� ����m���, I����� ��� ����� �a�Il�� �� �- 16�0.02 �Il�� ]B��Il� ���� 1� � 1�33.01 °II°������� �� IE���� �Il�� �C����� �'���� � � ��Il7YIlJ��IDIC°a�1C°� ���CJhi �Illl� �JC���CJI� ll �]]���� 6dIl�1C� ��1��IlIl7l� �Il71Qll ��llg'a�L�l�jti'll�lll7CIlIlQll� ����� ..................... � 1633.02 �������,�� 1���➢� �Il�� �����1� �`'����I� ' ���E��� � ��n� �Il��m ������ � ew- CFW - 163�.01 1�3�.02 16�5.01 1�35.02 1630.0� 16�0.0� 16�2.01 1632.02 1632.03 V'V' �,�IEll� � ��IlIC° �IlI��IC° V'�Y �,I��ll� � �YIl�,J[Il ��ll}�a��C]C°�ll�Illl9IlQ1L� �1��1�11d ll �Il�']1]]��IDIC°�]C°g' �(m�1F� ���11IlIl1YIl�IllI� ��IlIl71 1L }�]����1,- - - - - - - - - - - - o 0 0 �1 �IlIl71]��]C°aYL1C°� �QDQ;Il� ���IIlIIlY11�IlIl1� ��Il�1 ��]p�`'�- - - - � llOQD�Jf� �Il]p� �llIlll�� ���LIlIlqIl�Il'Ill� �7C°�]� ��]p��%1--.-.-- llpm� ll� �Il][D� �IlIlll�� �,J��LIl4llIl�7[Il� �IC°�1 ][b ��][D�R� - . - - - - ¢ $ ��. � ��IlllllIlIlIl� 1L➢��IlIlIl ��IC° 1f`IlllIlitIl][ll�Q1L 11�]C�llllIl�Il7l� ------------------ t �]p��Ila�� ��IlllllIl➢➢� ��SIlIl7l--- ���11� �]CIlll�� ��EQllIlIl7YIl�Il7l� �Il a�]�Da t ���� � A � �[°��� �- - g � �I°��� � _ . . �' � �11�IlIl7YIlIll�Il�IC° 1LD��IlIlIl ......................................... � �Il��IC°��L �11�IlIl7YIl➢1Cll�]C° 1L��l�IlIl�----------------------------- �llIl�Illl�]���Il�IIIl ���IlIIll. � E1�D PROJECT WBS 17BP.14.R.158 -L- STA. 20 + 60.00 R OADSIDE E1�iVIR 01�ME1�TAL U11 tIT 1 South Wilmington St. Raleigh, 111C 27611 2018 STA11lDARD SPECIFICATI0111S Revlewed by. REID WHITEHEAD, CPESC E1�D C011tSTR UCTI01� WBS 17BP.14.R.158 -L- STA. 23 + 26.00 THIS PROJECT CONTAINS EROSION CONTROL PLANS FOR CLEARING AND GRUBBING PHASE OF CONSTRUCTION. Roadway Standard Drawings 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 Rser Basin 1634.01 Ternporary Roek 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 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 ���o o� � ^o�Go o ��� 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'� (�> [ . [ \ . �� IL TABlLlZA Tl 1�l 1��A TTI1�lG FOR ER �S101�1 C01�TR OL CONST LINE FROM T� SIDE SHEET lV Oo ST AT l0/V ST AT IOIV EST /MAT E (SY) �- - I, - 0 I STUK��D AK�AS P� � C� I N � N� l� T/ � T 9 50 �- - I� - � D I TGH I�+ 50 I 5+ 00 I�T 35 5U TOTAI� 985 M15G���AN� U5 MATTIN� TD �� INSTA ��D A5 DIK� T�0 �Y TH� NG�IN��K 0 TOTA� 985 5/�Y 985 MMAR Y HEET U PERMAI�EI�T S�IL REII�FORCEME1�lT MA T COIV ST L�NE FROM T� Sl ES IMAT (SY) SHEET NOa ST AT l0/U ST AT lON DE T E �/5 - I� - I 8+ 20 I 9+ 00 I�T �0 5 -I�- 20+00 20+ I 3 I�T I 0 5 -I�- 20+ I 3 20+50 I�T 20 5U TOTAI� 70 AnDITIDNA� PSKM TD �� IN5TA1•��0 0 1'OTAI� 70 5AY 70 �������� �" [ � .�� "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 P TING DETAILS SEEDLING / LINER BAREROOT PLANTING DETAIL HEALING IN 1. Locate a healing—in site in a shady, well protected area. 2. F.Ycavate 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 �/ �'' � �� against the sloping end so that � the root collar is at ground level. // .: , I .'. . . :. \\//\ ij�%��%� ��������,. ���i�ii i��i �� � 5. Place a 2 inch layer of well rotte sawdust over the roots maintaining a sloping angle. LLL1J_L1-1 1J_LL'1_ \�� ., / ; . • . % y 6. Repeat layers of plants and sawdust as necessary and water thoroughly. m DIBBLE PLANTING METHOD USING THE KBC PI.ANTING BAR 1. Insert planting bar 2. Remove planting bar as shown and pull handle and place seedling at toward planter. correct depth. I 4. Pull handle of bar 5. Push handle forward toward planter, firming firming 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 shall ha�e a blade with a triangular cross section, and sha11 be 12 inches long, 4 inches wide and 1 inch thick at center. ROOT PRLTNING All seedlings shall be root pruned, if necessary, so that no roots e�tend more than 10 inches below the root collar. 3. Insert planting bar 2 inches toward planter from seedling. � 6. Leave compaction hole open. Water thoroughly. GRAPHIC SCALES � � � .� ����� ., ���� �� � � ��� ��� ���� �� ��� � � ���� ��� LOCA TI01�: BRIDGE 1�0. �50009 O T�ER 1� PR 011 tG ELLIJA Y CREEI� 41� SR 1001 (ELLIJA Y R OAD) TYPE OF WORI�: AERIAL POWER � TELEPH0I�E BEGI1� C011tSTR UCTI011t WBS I7BP.14.R.158 —L— STA.14 + 40.00 J �5 � �sr— —Sf � B URIED TELEI'H01�E ___-----,,;\�,;ORI , � , � �, , , � �� � . � � � � � � �s---- � N � \`� �� sr--__.�RTIi PR—�s � ` � NG ELLIj —�s—_.. �S � �\ �sAY CREEK � —� , �� � _-- I -----_ ___ _ I'' __.—���� ' /� __-- �-- / END BRIDGE -L- STA. 17 + 43.87 �, � , ��, �, �., �,,� �S ���, � �, � � � � � � � � �� �\ \ � BEGIN BRIDGE \\\��� ` s� � ��� -L- STA. 16+71.20 \�` \\�� � � � � � _S� � \ � �� � �\ � � BEGI11t PROJECT WBS 17BP.14.R.158 U STA.14 + 50.00 I1�DEX OF SHEETS SHEET 11t0. UO 1 UO-2 DESCRIPTI01� TITLE SHEET UTILITIES BY OTHERS PLA1� SHEET � E1�D PROJECT WBS 17BP.I4.R.158 —L— STA. 20 + 60.00 \\\ ��\\ �---------------� � ��__------------ � � / � , . / � � � � � �� � tia �°�� ��o, � � � � � � � � � � � � � � �\ � � E111D C0IVSTR UCTI011t WBS 17BP.I4.R.158 —L— STA. 23 + 26.00 UTILITY O W1�ERS 41� PROJECT (1) POWER — DUKE E11tERGY (2) TELEPH011tE — FR011tTIER PLA11lS PREPARED BY: raughn & Melfon Consulting Engineers 1318-F Patton Aveo Asheville, NC 28806 828•253•2796 NC License Number F-1088 ����]��� ���]����� ��, 17BP.14. R.158 Nqp 83 ` N'4 2011 � , , ,, , ., ,, ,, ,, , F , Robert Golding Lynn Mann, P. G. PREPARED FOR THE OFFICE OF: DI VISI0111 OF HIGHWA YS UTILITIES E111GI11�EERIIIIG SECTl0111 1591 MAIL SERVICES CE11tTER RALEIGH NC 27699 1591 PH011tE (919) 250-4128 FAX (919) 250-4119 DIVISI0111 UTILITY COORDIIIIATOR UTILITIES PROJECT COORDI11lATOR �lE�[lE]E°I[° 1�T�o U O-1 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - �- ---_ �-�_, � �--� - -- I�- -- _- __ _--- -- -�- -- - __ __ i__ _� - � �� - �� � - � � -� - � -- �- -- � - - - -- - - . . . . 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II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. 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I -- -- _ l -- ---- - - - - -- ---- ---_1_ : _: _ _ 1_ T - - : : _ . _1_ _: :_l_ __ : : _l : : l _ _ T: _ _l_ _� _l_ - - -_ _-_- - - - - _ ____- __ _ _ 2325 � � —1 � I � � � � � � � � � � � � � � � � � � : 2325 ,, ,_ , , , ; _ ,� � � � . : � _� : _� : . � _ _ _ _ _ � _ __ _ _ _ _ _ __ _ __ _ , . _ _ . _ _ _ _ . : . . . . _ _ . . _ . . _ — — . : _ _ _ _ __ _ _ __ _ _ _ ; � � � � �—t �� � �._ I � _ . _ . . � �_ __ _ �. _ __ i _ _ _ ,_ .-_. i __ — — � : _ � :_�_ : : _ _ � _ _ _ _ , _ , _ _ � �_ _ : . _�_ _ : : _�_ - : _� . . � � -� : . -� _� : _�_: - — — T _ - ,� - _ i : __: , : _ _ __ _ _ _ . _ _ I _ _ I __! _ _ _ _ _ . � _ _. __ _ _. _ _ _ _ I - I _ _ _ __ _ _ - - - - __ _ __ I � i _ . . _i _ _. ._ _i � _! _ _ � _ _ _ ___ _ _ _ I I i f 1 1 I � _ i r i r� i i i _ �_ � �_ . �_ _ -{- � . . � _ � . . - f- - - f-. _-- -- i __ -- i _ r _ _ . � _ _.: : : _- _ i i_ _ : : . _ : : i i �_ i � _ _ _ __ _._ _ _ _ __ __ _ _ _ __ __ . . .. _ __ . i i i _i : . i i -i i : -- _ - - i : _._ __ _ _ _ _._ - i _: _ i _: _ _: : . _ : . _ _ _ _ _ _ _ __ _ _ _ _ _ _ : : i_ i . i i_ . i i _ �i_ _�i_ ___ - _ _ _ _ _ _ __ _ _ _ ..�. �. � �_ . � �. �.. � �� _�.. �: �_ � _� �..__ _ _ � . _ _ ..i.. �i_ _.:....:..__ _ _ _ _.. _ _._ _._ _. _ _ _._ __ - - _ _._ _._,:i i , __ i ,:i_. _.: .:i ,:i _:: i i ii 2320 _ _ _ . , . � — � _ _ _ _ .� _ _ _ _ - - _: _ _ _ 2320 � _ _� _�_. . _ � _ __ _ __ _ _ : _ _ __ __ _ _ _ _ _: _ _ _ _ , _ __ __, _ _ __ _ __ __ __ _ _ _ _ . _ _ _ _ �_ . _ _ . . . _�_ _ . . _� _�_ . _ _� . . � -- - -- _ _ - _ _ ,-_ __ _, _ _ I �I I , � I I � I� I ——_ __ ____ � � , �i _ �_I _�__ . _ . . !i _ - - - - - - - - i - - � --- -� -� - �- --- , ..i.. i___... i. _ _ __ _ __ _ � _. _ __ __ __ _ ____ __,:.. . . __ i ,:i_ _.: .:. ,:. _:: _:: _ _ i.:_ . i .- -.._ - -- - - - -- - - -_, _ . _ _ __ _ . _ ___ _._ _ _ _ ___ ------- - . _ ._ - --- --� -�- - _ _._ � _. ___ _ _ _ . . _ . _ . _ - -_ � i � ' , -- - -- -- - - - � �_ - - - � - - __ : _ _! : : ! - -____ _ _ � � , r i __ _ _ - - _ i i - -- -- --�- �-��- � � i �i i i � r -f _ - _ _ __ i . , , i , _ �i_ i i. i i ; _ i _ _ : : i i _ : : i i . - _. . : _ i � _ i _ _ _. _ : I . ._ _i _._.. _ - - - _ 1 _ . . _. . _ ._. _. , _. _ . . . _ . . _ . . l_ _l . . _. _ . . ._ . . . . _. . . _ J _ _. _ -:�-I _I� : _ : : i � _ _ _. _ ___ _ - - _ _. __ _ _ I - - -- -- --- -- -- -- - __ _ __�_ . , __ _ . . -I-- __ .__. ___I_ . . I _ - -- - - --, __ ____. _ _ _ __ ___ __ _- I // 23/5 — � � � _ � ; ,; �� 2315 . : �_ --�- �—� : . : � __ _ _ _ _ _ _ . _ _ _� � -_ _ _ � . : . : � , : �_ � � _ �_� _ _�_ : _ _ : -- _ � __ � __� __�_ _�_�._ ,_ � _ __ _ _ _ _ _ I l i i � — -- . l_ _ _� � . _ _ _ , . � �_ � � _ _ i_i _ _i _ _ , _ _ _ . . _ . _ . _ _ -� _ i_ � ,- � _ _ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ���_ �� .___ _ II �� �� i I I i i i I I I I I_, � �_ i l i i i i i I_ : - - --- LI /�' , _ II I � i� �� �� �.� �� ��� ��� �� �� � � �� ��� � � � �� ��� i � i� i�� li � � �" "� "� � �" " � i i ��i �i � i �" � � �� / ___'�ii � � � �- 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. - 23/0 �� , . — — — — — — — — — — — — —; _ �, � : i _ ____ � �_ . --- 23/0 , ��� ���� � — — �� � �� � �� �� � �� �� ���� ��I � � � �� ��� �� � �� ��� � � � � � � �� �� � � � � � �� �� ��� �� � �� � -'�' �� _,—�I— � �� �� ��; -_ l_��__!_:__ - -----___ ___ �-�' J __ - _ _ _ _ ___ _ _ _ _ _ _ - i i i i i __ _ ___ _ _ __ __. _ _- - _-- __ __- - _ ___ _ _ _ ._ _ _ _ _ __ :_ _ - _ - _�_ - -- -- . , , ; � � - - - I I // i � i li � � � � � i i li �� � _-._._. iiii iiii iiii iiii iiii iiii iiii �ii� ii� i i i i i i i i i i i i i i i i i i i i i i ii i ii i i i _` / _' _ ii i i iiii iii i � i i ii 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_ 2305 � � ��� ��� , ;; ��y �� �� �� �� �� � �� �� � ; � � �- �� �� �� � �� �� � �, 23C15 '' � _ _ __ _ �___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 i� i� � i i� � � i i� i� 'i i i i il I II i 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 i� i�� i�� � i i� i� i i i i i I � i i � i i i i i i" i i _ / i i i � � ��i ��i �i i � ��i ��i � �, I �— -- I I I I --- / ____ -.--. -- --. _. __--I -- - - --- - -- - ----- ---- - - ------- _. _. I_. _ ._. _. _. _._. _ ._. _. _. _. _ ._. _. -_ � _ _. 2300 � --- 2300 � ,, , � � � � � � � � � � � � � � � � � � �� �� � �� �� �� �� � � � � � � � � � � � � � � � � � �� _- � � � � � � �� ��� �� � �� �� � �- __ _-- -- — -- —.— --- — -- — — --- ---- — ----- ---- — — — ---- — — — — _. � _. _ ._. _. _ — — _— : � : —�� �— �� _. � -----� �—� �- �-- - - II II, I� �� li li li i i �i i i i i li �i �i � � � I li I! I li I I I li i -,- / - I�� � i i � - i i li I— _.- __ I I I I i I I I I I I I I I I I i I I I I I I i I I I I I i I I i i i I I I I I I I I I I I I I I I I I I I I I / i_ i I I 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 - / I I-i _ !-. I I -. - - - - _ _ ,_. I II I I- - - - - I i -- - - -- -- � � � _. _. --- / i I I I � � I _ 2295 ', i ': � i i i ��� I�I �� �� � �� �� �� � �� �� I , i : � � — , � � �� �� �� �� �� � �, 2295 � � � I_.-. I i 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 I i-- I I � I �. �. ._ � - � - ��� �- - I � I I I I I I I I I I I I I I I I I I I I I I I. I I I I � I � � I I� I�� I�� � I I� I� I �� �� I I I �� I I I �I I I � I I I I ��� �� �� 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�� � , � -- _ � �, ,� I�� �I���� ��� � � �� �� � � �� �; I, �� �� ��� ��� �� � � �� �� � �� ��� ��� � � I�� I��� � � I� � � � �� � � �� �� � � �� � � ����� �� ��� ��� � � 2290 —._: � _: � _ ��_ _ - _:__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — i _ �- _ _ _ _ / _ — — �- — — —i i — — — — — — — — — — — — — — — — — — — — - 2290 / 2285 2280 --I-I-'-I- 2275 i : _. : 2270 2265 --�-� 2260 2255 �I_ . i � ��� � � � � �� � � � � � � � ',. ', —�'�'� '� �'� � — -- — — — -- — � � � � � � � ��� I � �� � � � �� �� � �� � �� �� � � �� �� � ---� � � � � �� � I I I I� I � t t � � —— -- — -- -- ------ --——-- -- — — —--———— — ---- / ———— — — — -- -- —— — — — — _Ci_I�_._I�I =i --�_.� i - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I _ I_ _ I_Z i_I 1 Z - I 1 Z 1_I _ _�_� -CI_I _-C[ [ _[ � - -� --� - ---�-----___ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ ___ _ _ _ _ _ _ _ ___ - - - ----- ___ ___ __ _______ _ _ ___ __ - - - - - - - - - - - - - I I I _--__--_1_ 1_I _I I 1_ _ I_I I_I _I �_ I_ / ,_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 C� _i--_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - —z i-t= i ' _ '— i�z ' � i =t-f =i-i - -i i —f ' i =t-i - i- — _'� � � � �_ � _ _ _ _ _ _ — — — — — — — — — — � / — — — — — — — — — — — I_I I ___I_I__ I LI_ 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 I_I _ I_I I I_ I_I _ ____I_ . - -- --- -- - - - --- - --_J i� i ii � iii � ii i i i i� ii i � � � � � � � � � � � � � � ', , '� 2285 i � � � � L � � L� ; _ _ _ __ i i i i i i i i i i il i i � i � i / �i �� i i � i i � i i � � i i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : _ _ _ _ : _ : _. i_i i_� _ _i i i_� _ _ �_ _ _ _ _ _ _ _ _ _ _ _ _i i_ i i-'---i___ ___ __ _ _ _______ ___ __ _ _ _______ _ _ _ _ __ _ - - - -- - - - ----- _ _ _ _ _ _ ----- _ _ --- - - --�--i_i i i _ i_ i_i i i _� �-� ! ;-; _ i_i i i i_i _ _ i_i � i i-� - --i_ _ _u � T� � --- -- - - -- --- --- - - - -- - - --- - - - - / _� � i _� i � i � � � � _� ___ __ _ _ ___ ____ ___ __ _ _ ___ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� i i i � � i � i � i i- � � � � � � � �� �� �� � �� � �� �� �� - - - - - - - - - - - - ��' �-i i �i-i- �- __ � �_ i_i i 1 t- 1-i 1-i -_ ,- i-i i-i i-� - r i i-� i- _ i_r r i _ �_ _ _ - - --- -- - - - --- -- --- - ---------- - --------- _ _ --; _ ,___ ___ __ _ _ _______ ___ _ _ _ ___ ____ ___ _ _ _ _ _ _ _ _ _ _ _ - ----- _ _ _ _ _ _ ----- _ _ ___ __ _ -----� ,-, , , , ,- � ;-��- �-� � � -�� � - � � � � � � � -� _� � � _� � � � � � �-- _�___ ___ __ _ _ ___ ____ ___ __ _ _ ___ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ �_, _ �_� �_� _ �_� _ � � �_� �_ _ �_� � � _ �_ . , -CI I =- =��_�i_._ _i_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � i_I= I= 1 1 - 1-LZ �_ _ _. _ i_iZ 1J-C =i_i _Ci_! _ I ZI =1_I _I _ I_I I =1 - - '- - - - - - - - - - - - - - � � � // 2280 I I I i I I i i!-:- 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 I I I I I I I I I_ I I I I I _ _ _ - - _ - _ _ - _ - - _ i _ _ -_ _ . _ _ _ -_ _ _ _ _ -_ _ - - , - - _ - - --- _ _ -. _ -. _ - - - . - - - - - - - - _ -----'- _ -----_ -_ - - _ _ _-- - - - - - --- - - -_--- __- _-- _- _ -__-- _ - _ -, _ _ - _ -, - I _ i - .- -. --- II I I II I � � � I l � � !! I II I I II II I I LI . _I . I_ �LI __I___ __ __ _ �- I-I I 1 / I_I I I_I _. _ j 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 �--- _���� _ . ���� _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _z 1-�= �z 1 i / � �_i _ �_�z �_�= r s�_� _ -1 1 z� zt-i - - �-r t zt zt-i - _ �_ - - - - - - - - - - - - - - - - - ----- ----- - - _u � _.__�_i_ �_ � � i__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 � � � � � � � —— � 2275 i� ��i� ii -� i i - - ii i i i i i _ �� ,, , _. / _�_. _.�� ��__-:_.__.____ ____ ___ ____ __i- - --_:__:__- � ;� � i ii �� �� 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 - - --�- . - -- --- -- - - - -- - - --- _J i i ; ; _ I_ _ _I_ _ ii I_i Ii I�; ��; _� ___ __ _ _ _______ ___ __ _ _ _______ _ _ _ f ' �' �'' W Ia � � i ii ii ii i �i�i i �i �i�i i �ii �i �i � - I-I I I-I �I_I_ I_ _ _ � . _ _ _ _ —.I — — — — — — — — — — — — — �LW � _ � 1_I _ 1-I� 1_I �_I I_I _ _ I I I_I I_1 _ I_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 � j -�_-_ ___ ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � C. _ __ _ _ _ _=---_ -_ -_ - _ - _=-_: _ _ - - - ��� , ; , _' _ i _,��_ 2272.44 , �� � �� �� �� �� �� � � �� �� � � � - - - - - - - � � ,_ � i �_i - �_i= �_i= zi_� =i_� _ _� � r r _c - i_ _ 2270 � � ��� — — — — � _ '� � �_� � � �_ � � � � � � � � � � , � � � -- �� �� � �� �� �� � � �� �� �� �� �� �� � � �� �� �� � � �� -'-- ' -- � �_ � � __ _. ___ __ _ _ ___ ____ ___ __ _ _ _______ _ _ _ _ _ _ i _ �:_ _ � � ___ _ � ___ _ __ _ _____ __ -- - ------ _ ___ _ ___ _ _ __ _ _____ _ __ _ ___ _ _Li_ � _._ �� Li --- - _ _ _ _ _ _ _ _ __ � _ _ i _ _ _ _ _ _ _ _ _ _ _ _ _ I_ _ I Z I_I= 1 IJZ 1_I _ 1_IZ 1_I= ZLI =LI _ _I 1 SLI 1 T�_C _ _ I_ _ - - - - - - - - - -._ —��—��— ��� ��_ —i — __ _ - _ ____ __ __ _ - — — � � _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — _�_ a_i� i� a � - a_i a_i� i a_i _ �_�� a_i� �i_� ��_� _ i_� � i i_� i_� _ i_a � �i �i_� _ �_ — — — — — — — — — — — — — — — � � � � � � ; � � , � � � � � � � � � � � ��� � � ��� � � � � � � � _i �_ � _�_ � i_ �_�__�_�_�__ _�__ _ __ _ __ _ _ i � _I_ i i i i_ _ i_i i_i _i i__� �__ i_ i � �__ i 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_f f I I I f I f I I I_I _ I_I I 1_I 1_I I I_I _ 1_I I 1 1 I 1 I 1 I I 1 I_I _ _ I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I — -- I —I ' I ---- _�. �_ I�;- _� _ .__, � _ _ — — . _ _ _ _ _ _ - _ - - - -- _ _ _ _T I_I= 1 - - 1TS 1_I _ �-1= 1_I= =1-I =1_� _ _I I _I _ _ _ I =1_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 _ �-- � � � � � , � � � � 2265 — � — — — �f —— — — ————— ————— — — —�__ _ — - ._---._._ .-- . --------._ _._ __ _ — _ - : _ - _ - _ _ _ _ _ _ - _ _ _ _ _ _ -T i-i a _ _ a_ i-i - i-i= i=i= =i=i =i=i - -� i —� _ — G =G - !— — — — — — — — — — — — — — — I �-� , i i i , i 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 l_I I I I_ _ I_I 1-I I l _I - l_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 , � i _�_i i r _ i i_ I �_j _ �_� i_� �_i �_I _ �_I ' � �_I _ � i j I j I I - I - - - _ - _ - - _ - _ - _ _ - -�i i ' � � �� �� , i ii � ii ii i i i i� i� �i i� i� ii i i ii �� � ii i � 2260 �___i____'-'__ i_�__ _�____'___ _ _ - - - - -- - i i i i i i i i i i i i i i i i i i i i_ __ �� _ i_ �_ _ �_ �_i _ �_��_ �_� �_� _��_� _ �_� i_ _� _� _ i_� _' i '_' _ __'_ _ � �i �� � i ___ __ _ _ _______ ___ __ _ _ _______ ___ _ ___ _ _ _ _ _____ _ � i_i i i i i iI I i � ii ii� ii ii �ii ii i Ii Ii ii � i i ii i _ __ _ _ _____ _ _ ___ _ _ _ _ _� I-�- �----�---_ _�_� _�_�__�_�_� _�_�__�_� _ _�_��_�_�__� _��_��_ �� � nn ._ _ ------- ------- - - _ �_ _�- _ �_�_��_��_ �_ �_�_��_ _ 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 3�5 45 5J0 55 60 65 70 '� 2255 � I� 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ — __ : :— _ — __ ___ _ __ _, :_ — _: - �- ---_ �-�_, � �--� - -- I�- -- _- __ _--- -- -�- -- - __ __ i__ _� - � �� - �� � - � � -� - � -- �- -- � - - - -- - - . . . . I �I I� I I'� I� I�� 1 1 1 X � -- __ -- _ _�� �� �i _i _ _ �i _,_ i � — — _ � _ . � I—_�— __' _ __ !— � --- _ _� � �_ � �� � � _ _ _ _ _ _ _ _ _ ___ _ �i _ �_ �i i i _ _ _ _ _ _ _ i_i__ _ _ i_ _ _ -- -- —i— ��i !i -- _i I��- i i -- -- _ _ -� -�i — ��i I — i - : — ��_ _-- — _i�_ —'i— —:_ _� �- _ _ _ — __ _ __ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i— 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '—; 60 65 -- 70 _� 75 � � —— _ii i 7 i � � J— i r i J�: . i_ �: �—�— 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�- i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _— -- — I�i — I�i �-- i -- -- — -- — — --- --- — ----- ---- — — — ---- i — i i — — — --- — — i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. I I I I I I I I I I I I I I I_ J_I __LI �_ _ __ I I I I I I i ii i i ii ii ii i i ii, i ii iiii iii ill III I I II III III I i i� i�li i li i ilil ii ii i II i I II i ii ii ii I i i i i i III III II I I III Ili iii,i iii,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 � � ��I ��I �I I � ��I ��i � � � � i i_ _ � I � -_ i� i� � i,� ii i, i ii, ii ii i i ii �ii� i�� � � � � � �i i i �i �ii i i � i i i i i i ii� i� i i ii , i � � � � � � ii, i� i_ _ _ . . . . . . . -._I -._ ._ _I_I _ . l . � _ _ _ . __ __ _ _ _ _ _ __ _ I . _._ _ __ -- -- -- _ _ 1 .--- - -- . . - - . . . . . . __ . _ _._I_. _ - - - -- - ---- --- - - - - -- __ _ _ _. _l _. _ _l_IT T_ ___. __ _. _ _. _ _ _l I_ l - l _-- I_ _ -- ---- -- - -.T _ _ - _ - - _ _ . . - . . 1- --- _ l _ -1 - _ - _l - - - - 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 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 i i i i i i i i i i i _ . . ... I' . . I . I � I � . _ --- - -- - I _ I I I . _._. __ ' I - - -- I I _ I I _ _ I I _ I 4 I I_I__ - - - - - '--- . I - - Ir � . � -- � -- -.. . I ... .... ... ... . .I .. l . .., _ __ _ _ _�. _ _ . . __�_ _ _ . . I _ _ _ _ � - � _ �_� J_ 1 I I _ I I _ l _ l 1 l . _ . . l i_ . _ . . 1_ _. . l_ _. _ _l . . _ _ . l � _ ______`._ _ . _ . i _ _ _ --I - I - I- -I I _ I � --- . _ I _ _ __ _- _ I _ I I _1 . . _�_ l _l 1_. . - - - I --- l-- - -- - - � _ _`.-__ _ . �� _ I I � � � � 1 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 . ___ . . l __ l _. ._ l _. . . _ _. �. ___ . _ _ _. l_- _ J L l l l _-_ l_ _ _- l l __ l l l . _ :_ . l . . - . . l l_ _ . l . . l 1 l . . l 1 . . l . _. l _. _ l . . _ _ _ _ . l . _ I _ . l ___ l__ . I . l ___ i _ _ - - _ � _ _ I _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _. . _ _ - - - __ --- . _ _ _ __ __ _ _ _ J J . _ ._ J . J _.__ . J ___ _ : _!_ . . _ . J J_ __ . . J . . J _J_ _!_. . J . _ - -- J J_. _ J . . _ I I I ��� I I I I I I I 1 1 1 1 . 1 1 1 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 . : �_. _� : : I . : I _(. _(_I : I _. . I I . I . : . 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- - - - J-LI- _-1- _I- --- --1 --1- --1- -I- --- --1 --1- --1-� -� I� � I=_.-. 1-L I� ��.-. 1-.-. I � I __I_ . . I__. ._I_I I I I J I _. �I I_._I_I_ �I �-- __.__._I___._I_.__.__L__I_____�._._._____ ___ __ _ _ _______ ___ __ _ _ _______ ___L _ _ J L I _ I I I _ I I I J_ . . _ I _ . J_ 1 J J I J_ . . 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 [ - 1 } I _ _ , _ _ _. _ _ — --- � ; — ' _ _ __ _ _ _ _ _ _ _ . : � — — � — — — _ � __ � _ _ — - _ _ _ _�_ -- — _ � i i_ _ �_ �_ _ _� _ � _ _� _ � _ � _ _ __ _ _ _ _ — �-- -- � — — __.:: .. .,. , . _..�_ _ . _ i ,:._ _.. .. i i _ .. i _.. � i, i.. _ . i . _ �..-- --- - I - - __... _ _.�.. I._ _ I I i :__ 1_ _.. _.. _.. _ ._I _...- _ . } __..__ I _ . _. _ _ _ _ _ ___ _. _l _�_. __�_. . _ . . 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I I I I _. I I I_I _ I_� I � 23/0 _ , -- --'_ -� ' '- - - --- ---- - ----- ---- - - -------; _ - - 23/0 , � ������� � - - ��� ��� �� �� ��� ��������I � � � �� ����� �� ��� � � � � � I� �� �� � � � � � �� �� ��� ���� �� � � � � ���� �, ��� __--,,, _ _ _ _ _ _ _ _ ; � ��__�___ __:______ ___ __ _ _ _ _ _ __— — — — — — — — ___ _ ___ _ _ __ ____ __ — _-- _— _-- _ i i _ :_:__ :_: _ :_: _ i i � , __ __--�_�, � - - - - --- - - - - - -� - -- -- - - - - � ' ! �� _u�� _-:_:_i i i � " "�! _. ii i i ililii lilili i i ii iii i A- � i I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I II I I II II I I I II I II II I I II I I I I I I L `` �� I i I' � -.— �-_ _._ _._.__ -- - - --- ---- - ----- ---- - - - ----. _. _. _ ._. _. _._. _ ._. _. _. _. _ ._. _. I _. _ ._� i I i =. 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I I I I I I IIIIIIIIIIIII , , ' , , _ / �_ -I�_I I I I I I I I I I II i i� i� � I I I I I I �� ii i �i � i �� ii �� i � i� i il ���� ��� ill ill I i il ill ill I i il ili i i i i �i i �i i i i i i i i il i� i � i � Ili Ili li i I Ili Ili ��� � / --- I �— I I I I I I I 1 2300 --- -- -- — --- - -- - - --- - -- - ----- ---- - - ------- _ _. _. _ ._. _. _. _._. _ ._ _ _. _. _ _. _ _ _. _ ._._ _ _ --- 2300 �� � � �� �� �� � � �� ���� ���� �� �� � �� �� � �� ��� � �� � ��� � � � � � � � � � � � ��� �� � � '� � � � �� ��� �� � �� �� � � _ _ _. . _ � � � � - - — -- — I�i — : I�i I,-- —_ -- — —_ _ — --- ---- _ ----- ---- — — — ---- � � � — �i — — ��—�i —�i �i i — — — — — — — — �i �i �i :— �i �� : i � -----i i—i i-i— - - � �� lili li i i li iiii lilili i i � i i li ii i_ � i i - i ii I— _ __.-__ I i _ ii�� i��i ��ii �ii� ii�� i��i ��ii �ii� ii� i i 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 i i ��ii ___-- I I _ ----- � _._�__� , ,__ _—II— — � �— — — --- ---- — ----- ---- _ _ _-----! . i _: i _: _ :_i i _. i � _:_: _ :_: i _: _: i _: _ :_: i i i i_�__._ _ : ��, i� �i � : � � � i �i i : i i�i!_�, /� — - � � —i_— � �� � �� �� � � 2295 2295 � � � � , �; �� ��� I�I �� �� � �� �� �� � �� �� � ' � � , � � �� � , I_._. I �%_ il !I _ --�I- -. -.- _ - ! -- - -- _ - �--- - i_ - _ _ il_i_ii � � ._; !I _, _ ._. il ! ! _, _ . . � �I -- -. � II : I � :� � � I I I I IIIIIII � I I I I I I I I __ i I - li ii li I II ii II I il ii iiii �i'il i I i I I i il ill ill I i il ill " i ii i ii ill i i i i i i I I i i � �ii i i i I I i Ili li i I Ili I i i I�Y-. -;j-- _ ___ _ � �� I I I I I IIII i - � / �L I � i i i i_I ' Ii Ili Ilil� lil� i I li ii I. i il li I.I ii ii II� ill i I I i il I I i il ill ili i i ii lili i i I i i i" i iii i ii ' i i ii i i I I Ili i I Ili Ili i I 2290 -._: � _: � _ ��_ _ - _:__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - — - i _ i- _ �_� _ .__ ._ _i _ _. _ _ , � : - _i_i i - - - - - - - - - - - - - - - - - - - = 2290 _'� _ '� --� '� '� � '� ��-- � - -- - - - -- - � � � � � � � � � � � � � '� '� '� I I I I� I__ _ _ t _ I__ _ t_� ;_, � �_ � � '� � � � � �_'�_'�__ �_� �_� __,_'� �_� _ �',_ � , __ � � � _��-:-i��- _� :--� � -_ _-_ __ _ _ __ - - - . . - - - -- -- - - - - - - � _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ I_ _ I_ Z 1_I 1 Z _ I 1 Z 1_I _ 1_IZ 1_IZ _CLI SI_I _ � / � � _ _ �— _ — — — — — — — — _ — — — — — — — — — — — — — — I �_LI_I I _._I I I_J�I_�__�_I_I_I__I___ ___. �__ � _ �______ ___ __ _ _ _______ ___ I_ _ _L_ _ __ _ _ _ _ _ _ _J_ __ _ -J-LI _ _ --- -- -- � _ � -�_ _� _��_ _��_._ _ _� ___I_ _-1_ I I-- --I_ I_ I I I I 1_I� _I� I 1_I ._ I_I 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_ _ _ _. -__ __ - . . _. _ _ _ _ 2280 --I-I-�-I- � - _ _ _ _ __ _ _ _ _ __ _ _ _ . _ . _ _ _ _ __, , � , , i 1=u . � _.__�._�_ I- ` . _�__;___ ___ __ _ _ ___ _--- ' � --� ---� � � � - � __ _ � _ �___�__ _ _ , _ -_ _ __ _ _�__ � _ _ _ _ _ _ _�t-� ,, -; ' 2275 � � � � � � � _�_. _. �� ��__—:_._ _._ _ _ _ _ i_ _ _ __ _ _ _ _ __ _ __ i i;, �; ;,,� � � _�� _� �_ �_ _�__�___ _ _ _ _ __ _ _ _ _ 0.008 0.047 � � � � ___ __ _ _ ____ __ _ _ — -- ---- aI ii � i �i �� i� � i i W � i I i I- - I-I -I I-I �I_I_ I___ --- -- - - --- - -- - - - - --- -- - - - - �_-.-._. _ _ — — — — — — — — _ _ _ I___ ___ __ _ _ ____ __ _ _ _ _ _____ _ _ - - - -_ _ - - - I /— T i i i �� � � I�I i i i i i - - � C� -1 . _ _-_ __ _ _ _-___. _ _ __ _ _ _____. _ _ ' , / _ _ _ � � ; 2272.5 2270 _ - _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ �_ � I I � I I � u --r - -- �� - � I i � I I I I i i _ - I I I� ���� - - - - - - - - - - - --- -- � , i I I --- � I I- i _��-�-.-�� L� I . _ --- - - --- - - - - - � -�i-��- ��I �I_ I__- --_ _ - -- - - _ _ -- — — - - - - - - - - _ - - - - - - - �-_ - � z 1 I , � � � � i � �� � � -- � _�_ a_�� � i_ i _�_ i i _I_i i � i i___� __ ___ __ _ _ ��_-- __ _ _ __- - - - _____ _ - _-- _- _ -____ _ _ __ _- _ ------I i _I-I_ I I C I [�- � �-� -I- - - - I I ' � � ' - - - - - -- - - - - - - - - - - - - - - - - - - - - I _ �_� I _ � _ - � _ -.� _� _ � __ __ __-- ---- ----- ___-T�-�= 2265 � � �� � ,�I_ �I _ �I � �-- , � _ _ _ — ; _ . _�_T �-: -- � 1 � �-��� ��� �� — —� �—� � i � i � 1— — I i ZI� T � � -� _ _ _ - _ — _�- - : _ - _ - - - - 1—_ -. 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I . _ � _ _ _ _ _ - - - - � _- � _ _ ___ _ _ _ _ _ ___ _ _ _ : BEGI N PROJ EC' �--- -_ -_ _ _ ___ _ _ ___________ 2260 _ __ _ __ ___ ________ � _ _ _ _ __ _ _ _ _ __ _ ,- - - - _ _ _ _ _ _�-_� �_� _�� ��_�� �_� _��_��__��_� �� �� � � �� �� �� � � �� � � �� ��� �� �� � ,. , �� 2255 �I_ . i 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 �I �� � I!I � � II II �I � � I IIII��. _ �_ �_ I �_ _ i_i � i_ i � i _ / i i i i _ _ _ _ _ _ _ _ _ _ _ _ _ _: i _ IJZ 1_I _ 1_I= 1_I= =1—I =L �I — — — 1 T�-C - C — _ - I_I �_I _I 1_ 1_I _ I_I_1_ _I_I _� I I_ _I. � _I_I_I I_I _ I_I I I_ I_I _ _ I_ . - - _ _ - - - - - _ _ - - _ _ J � � �� � �� , �� �� �� �, , - ___ __ _ _ _ � 2285 �' �' � �� �� � �-. �� � �� � � � � � � _ i i_i _ i_i i_i i_ LL / i i_� _ _ �- _ _ _ i_ i_i _i �_ i_i _ i_i �_ i_i _ � � / i_ i_i _ _ i_i � i i_� _ i_ _ — — _ — — _ — _ _ _ _ — _ — — _ — _ � � � ,� �, �, � �� � � � � _ �_� �_� � �� �� �� / � � �� � �� � � � �rt 1 I 1 I I 1_I _ 1-I� I-I '- / � I I I-I I_ _ I_C � I _ _�__ _ _ _ _ _ _ _ _ _ _ - _ _ i_ i_ _i _ i_i _ i__ . / I i i i i _ _ i i i - - � _ __ --- _____ _ _ ___ _ _ ___ _ _ ii ii i �i � / i i ii i ii i i � i - �-�z �-i= i �i - _ � � _� r zi =i-� -1 - i-� � =i - ;_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2280 , , , ,- _ 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_ _ - - - - - - - - - - - - 1_ / � �_ I_I -_ 1 I CI -- LI C I _ ,— i / i � � I i i i i i i i — — --- — -- -- — --- --- -- -- --- — — — F�_I�—�I—i—�—. _ �_ i_,T _ _ _ / — i —� !—� — —i i —i —i — —i i —i ' — — — — — — — — — — — i_ — _ ��z ._ � ; �- t s�_i _ t t zt zt_i _ t_r t zt zt_i - ,_ - - - - - - - _ - - _ _ i_�� i i_i _� i_i _ _ ' i_ i_i _ _ i_i i i _ _ _ i_ _ - - - _ _ _ _ _ � � - �-� , � � � � � � � � � , , _ __ _ _ _ _ _ _ _ _ _ 2275 � i — �� i� �� i i i� ii ii � i i � T / _ � � i i i_. I_1 _ i_i i i - - - - - - - - - - - - - - - - i_ - I-1 �_ I-1 _I I-1 _I CI - _ I I_ I_I I_I _. I_I I I - - _i_ . - - - - - - - - _ J i -- � � � � � � � � � � , ___ __ _ ___ _ i �_�_� _ �_� �_� � �_� __ � � � � � � � � � � / _ i- � 1 I 1 I� 1 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� i _ I _ __ --- _____ _ _ ___ _ _ _ _ I_ III - - --- 15 20 25 30 3�5 45 5J0 55 60 65 70 n r 2260 '� 2255 � I� 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - �- ---_ �-�_, � �--� - -- I�- -- _- __ _--- -- -�- -- - __ __ i__ _� - � �� - �� � - � � -� - � -- �- -- � - - - -- - - . . . . I �I I� I I'� I� I�� 1 1 1 X � -- __ -- _ _�� �� �i _i _ _ �i _,_ i � - - _ � _ . � I-_�- __' _ __ !- � --- _ _� � �_ � �� � � _ _ _ _ _ _ _ _ _ ___ _ �i _ �_ �i i i _ _ _ _ _ _ _ i_i__ _ _ i_ _ _ -- -- -i- ��i !i -- _i I��- i i -- -- _ _ -� -�i - ��i I - i - : - ��_ _-- - _i�_ -'i- -:_ _� �- _ _ _ - __ _ __ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i— 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '—; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J— i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�- i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _- -- - I�i - I�i �-- i -- -- - -- - - --- --- - ----- ---- - - - ---- i - i i - - - --- - - i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. I I I I I I I I I I I I I I I_ J_I __LI �_ _ __ I I I I I I i ii i i ii ii ii i i ii, i ii iiii iii ill III I I II III III I i i� i�li i li i ilil ii ii i II i I II i ii ii ii I i i i i i III III II I I III Ili iii,i iii,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 � � ��I ��I �I I � ��I ��i � � � � i i_ _ � I � -_ i� i� � i,� ii i, i ii, ii ii i i ii �ii� i�� � � � � � �i i i �i �ii i i � i i i i i i ii� i� i i ii , i � � � � � � ii, i� i_ _ _ . . . . . . . -._I -._ ._ _I_I _ . l . � _ _ _ . __ __ _ _ _ _ _ __ _ I . _._ _ __ -- -- -- _ _ 1 .--- - -- . . - - . . . . . . __ . _ _._I_. _ - - - -- - ---- --- - - - - -- __ _ _ _. _l _. _ _l_IT T_ ___. __ _. _ _. _ _ _l I_ l - l _-- I_ _ -- ---- -- - -.T _ _ - _ - - _ _ . . - . . 1- --- _ l _ -1 - _ - _l - - - - 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 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 i i i i i i i i i i i _ . . ... I' . . I . I � I � . _ --- - -- - I _ I I I . _._. __ ' I - - -- I I _ I I _ _ I I _ I 4 I I_I__ - - - - - '--- . I - - Ir � . � -- � -- -.. . I ... .... ... ... . .I .. l . .., _ __ _ _ _�. _ _ . . __�_ _ _ . . I _ _ _ _ � - � _ �_� J_ 1 I I _ I I _ l _ l 1 l . _ . . l i_ . _ . . 1_ _. . l_ _. _ _l . . _ _ . l � _ ______`._ _ . _ . i _ _ _ --I - I - I- -I I _ I � --- . _ I _ _ __ _- _ I _ I I _1 . . _�_ l _l 1_. . - - - I --- l-- - -- - - � _ _`.-__ _ . �� _ I I � � � � 1 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 . ___ . . l __ l _. ._ l _. . . _ _. �. ___ . _ _ _. l_- _ J L l l l _-_ l_ _ _- l l __ l l l . _ :_ . l . . - . . l l_ _ . l . . l 1 l . . l 1 . . l . _. l _. _ l . . _ _ _ _ . l . _ I _ . l ___ l__ . 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II _. II li _ II 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' ii li i i �i iiii liili i 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 I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 _ 1 I I I i I I � I I I II I � � � I ! I � � i_ i I. ' ,/� 2300 1 � � � � � � � � ��I �� �� � �� �� �� � �� �� � �� � I � � �� �� -� -- 2300 � � ,. I _._. I � _ _ �I - _ �I �I - - -�I - - i i i i i i i _. _. _ ._. . ._. - � - ----- -- �- -- - - --- - -- - ----- - - il_i_ii � ___ _ _ _ _. _. _. _. _. _. _ ._. i i i i i i 1 ! / / i__-,_i i � i ------ I -- � � � � IIIIIIIII 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� r i i i i I i �� � -�- I I IIIIIIII I__� � _i__ I I I I I I li ii I i il li I I ii ii Ili ill i I I i il I I i il ill ili i i li lili i i I i i " i " i iii i" ii i i ii ii i i ii i� / ii i i I Ili Ili i I - - - -- / -- - I I I I � � � � _I_. II _. II I_ �I_._ —._.__ _._ I _ _ _. I I I 2295 � ___ _ _ __ ___ _ _ __ _ __ _ _ __________ _________ ____-_ _;_ _ ;_;_ ;_ ; �_;; ;-: -_- -:- � -- ------- - 2295 � -li--� li I li II I li li i I I I I I I I I I I I I I li li I I I I I I I I I I� I I I I I. I I I i I I I I li i i i i I li i i I I i I li i I I. I I ' // i° I � - I-�--�1 I - -1-- -1 . _ . _ - _ . _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _ - -- - - - �- - - _-- l-1 _ �_ _ _ _� _ �_� _ _ / i - - - - - - C. I— . I-- _-. � I _ I_ _ I_Z ._I 1 Z - I 1 Z 1 I_..Z . IZ _CI_ S. . -I-[ [ _[ - - � -- � - ---�-----___ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ - - - ----- ___ ___ __ _______ _ _ ___ __ __ __ �-- - - - - - - - - � 1�� �_ �_� � � � � � �� � � � ��� � � � � �� �� ��� _���_ _���_�_ �_�� _�� ��_ _ �_� �_� _� �_ �_� __�_�_�_ �_� �_�_ _�_�_� _ �_� � �_ �_� �_� _ �_� � �_ � 2285 --I-I-'-I- 2280 i_ -.– . – 2275 2270 ' � '� -� 1 - --I–I–�–I– – � - , _ �I� 2265 � � � 2260 �I_ . i ___ -�� _ � . '". ' . 75 70 -- - - - - ----- - - �_ � _I I I� I I_ I_I _�_� _� _�_I _� _�_I �_� _� _ri � I _�_I�- 1-I ' I __ _ _ _ _ _____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ----- _ _ _ _ _ _ __ _I _ I _ I � --- - • _ �_ : � _ _ _--- __ __—�-- -- - � -.- - _ -. _ - . _ - _ _ _ _ - _ _ - -_ - i -- i - -_ _ _ � � �.�20 N �.�2� _ __ i a N - __- __ _ - _______ _ _ _ _ _ _ ,li 1 �, ___ ___ __ _ _ _______ ___ _ - _ - __– – – – – _ _ _ I . . . . �'. _ ------------- _ _ _ �— — _ __ _ _ ___ __ __ _ _ ___ ____ _ _ _ _ , – _ ___ � i,��i� �� 2272.53 -- --- i i I i � i i- i--i --_ -_ -_ - _ --_ _--_ - - i= - _ I _ - - - � '- - _- _ _ _ _ - _= I T i-i � ��— ! � � � ! ii i � , __ _ _ _ _ _____ _ _ _ . � � – –_ --- _ – -- _ _ -- _I I_ I__ _ - _ _ _ _ _ _ _ __ , � , / / � i I — -- ---- -- � i–i i ___ ___ __ _ _ _ � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ __ - , / � _ _ _ _ _ _ __ _ _ _ _ _ _ - - _- --_ _ _ --- - - --- --I �_� � I I.,' �' �� i _ _ _ _ _ - - _ _ _ _ _ _ II I � , � � � '� ��i_� - - - - -- - - �-� - �-� - � �- -- �-� - �- �_ �-�--�.� - � -�- -� -��- :�.� - ���-: -� -��--��-i- i-% li 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 � ���� � ���� ��� �� ������ ��_ � � �. � � �_ i i_ _ �_� i �_ � i �_� _ i � � � � / � - - i�z �_i _ �_i= �_i= =i-� =i_� _ -� r -� - - - r � - - - _ - - - - - _ - - - i_ - i_i i_i _i i_ i_i _ i_i_i_ _i_i _i i_i_ _i i_i _ i_� i i_ i_i i_i _ i_i / � - - - - - - - - - - - - - - - _ � � � �� � �� � � � � �� �� �� , ___ __ ___ __ � 2290 i i� i� i ii ii i i� i i � i i� i i� � 1 1_I _ 1_I 1_I I_i I_I _ _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 ii i i / � rt. 1 1 I 1 I I 1–I – 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 ii ii i �i �� �� �� i� i i ii i � �� i C 1 - 1-LZ 1-1= I LI CiZ 1J-C =I.-I. -CI.-I. - I ZI =Li -r-- /' -� - ;_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _______ _ _____ _ 2285 � � � , �� , �� �� , � f_, , I - j-1 i_I I I_I i_i i_I i_i i_i _ 1 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_ _ C - IJ-C 1J-C LZ I._I I._I.Z I._I.= C =CI._I. _ -1 1_ T � I ZI ZI-1 - ! - - - - - - - - - - _ i_ i_i _i �_ i_i i_i �_ i_i i_i _� i_i _ _ / � _. � i i _ _ i_ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ � �� � �� �� �� �� �� - , .'�� '� '� ' � � 2280 � �� �� � � �� �� �� �� �� i_ i_i _i i i i__� _� i_� �_� _�_ __ / _ i_i i i i i_ _ i_i i_i _i i_: i_i - i_i i_ I_i _� 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 1 I I 1 I 1 I� 1 I� ��–I �I_I __ _ �_j _ �_C � � _ �_ _ – –– –––– – –– –– C i � I i � - / � – – – – _ - i_ _ i_i,– _� _ _ _ _ _ --- _ _ __ --- ___ _ _ _ __ _ _ _ _ _ i i i i - - � i�i �i i �i i '; i _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ _ - - �t - - r -C - = i= _ - - - - - - - - - - 2275 - � � � __ __.- � � � � � , -- ' � � � � � � �_� _ �_� � � � � - - - -- - --- - - - - - - - - - -i / — �� . �Li 1 =CC - �- - - - - - - - - - - � / I i I I_i I_� _ I_i i �I �I–i �– – – – – – – – – – – – � : �' � � i– i i i� i i i i i i i / �– i i i– i–i i–i _. i_i i i_ i_i _ __i_ _ _ __ ___ _____ _ _ ___ _ _ _____ _. 10 15 20 25 30 35 40 45 50 55 60 65 70 2270 >d... i. r 2265 '� 2260 � Ifi 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - �- ---_ �-�_, � �--� - -- I�- -- _- __ _--- -- -�- -- - __ __ i__ _� - � �� - �� � - � � -� - � -- �- -- � - - - -- - - . . . . 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I' . . I . I � I � . _ --- - -- - I _ I I I . _._. __ ' I - - -- I I _ I I _ _ I I _ I 4 I I_I__ - - - - - '--- . I - - Ir � . � -- � -- -.. . I ... .... ... ... . .I .. l . .., _ __ _ _ _�. _ _ . . __�_ _ _ . . I _ _ _ _ � - � _ �_� J_ 1 I I _ I I _ l _ l 1 l . _ . . l i_ . _ . . 1_ _. . l_ _. _ _l . . _ _ . l � _ ______`._ _ . _ . i _ _ _ --I - I - I- -I I _ I � --- . _ I _ _ __ _- _ I _ I I _1 . . _�_ l _l 1_. . - - - I --- l-- - -- - - � _ _`.-__ _ . �� _ I I � � � � 1 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 . ___ . . l __ l _. ._ l _. . . _ _. �. ___ . _ _ _. l_- _ J L l l l _-_ l_ _ _- l l __ l l l . _ :_ . l . . - . . l l_ _ . l . . l 1 l . . l 1 . . l . _. l _. _ l . . _ _ _ _ . l . _ I _ . l ___ l__ . I . l ___ i _ _ - - _ � _ _ I _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _. . _ _ - - - __ --- . _ _ _ __ __ _ _ _ J J . _ ._ J . J _.__ . J ___ _ : _!_ . . _ . J J_ __ . . J . . J _J_ _!_. . J . _ - -- J J_. _ J . . _ I I I ��� I I I I I I I 1 1 1 1 . 1 1 1 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 . : �_. _� : : I . : I _(. _(_I : I _. . I I . I . : . 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- - - - J-LI- _-1- _I- --- --1 --1- --1- -I- --- --1 --1- --1-� -� I� � I=_.-. 1-L I� ��.-. 1-.-. I � I __I_ . . I__. ._I_I I I I J I _. �I I_._I_I_ �I �-- __.__._I___._I_.__.__L__I_____�._._._____ ___ __ _ _ _______ ___ __ _ _ _______ ___L _ _ J L I _ I I I _ I I I J_ . . _ I _ . J_ 1 J J I J_ . . 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I -, -. I -. _ .-. I I -. I I-! _ !-. I I -. - ---- I li II II � I I I� I I I� I !I I I II I I �I I I �I I ��' i, � � i i i' i Illlil il il I il il il i il il �i i � i i li li li I li li li 2300 � , 2300 I_.-. I i i i-.- --�-- �-- -�--- - i_ - - i_i 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 ------- i I li ii li I II ii II I il ii iiii li'il i I i I I i il ill ill I i il ill i ii i ii I i i i i i i i i ili ii i ii i i i I I i Ili li i I Ili I i i li -I-I--���I I-I- r����l� I �L� I �---r- I li ii I. i il li I.I ii ii Ili ill i I I i il I I i il ill ili I i li lili I I I i i " i " i ili I" ii I i li li i I ii i i I I Ili i I Ili Ili i I I II Ii � � � I_. II _. II I_ �I_._ —._.__ _._ _ _ _ _ _ _ __ _ - _ _ _ _ __ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ 1_ �_� _ ._. _I —. . I_. _I I _ 2295 _-- - ;_ ; ;; _ _-_ _ ___-___ _____-__ 2295 -_I� -�_-��� I�I�_ I II :_ . 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I_I I I_ I_I _ _I_ : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / � , I� I� II II ill I ______ I I I I II II I I!I I I II I I II II II I I I - � _ _ �1 � I- -I-. - _ - _ _ _ _ - _ _ _ - _ _ _ _ - - _ _ - - - - - - - - - - - - - - - - - - �- 1- i i - i- i- � i- - !-i � i- -� � !-! - -� � -� - - -� � -� �_ _ - - - - - - - - - - i / _ I__ C. - - - - - - - - - z . �_ � ��z �_� _ �_�_ �_�_ _�_� _�_� _ _� r � r �_C - �_ - - - - - - - - I_I I ___I_I__ I LI_ I I-I---!-__ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ ___ _ _ _ _ _ _ _ ___ _ - - ---- --- --- -_ __ -_ ___ __ - --------�--I_I _I I 1_ .- I_I I_I _I I_ 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_ _ - -- --- -- - - � 2290 '�� � �� � ��� � �� � � � �� �� � �� � �� � �� � � � � �� �� �� � � � � �� � �� � ��� � - - - -- �� � � � �� � � � �� � � � � � � �� �� � �� � � � � �� � �� � � � � � __ 2290 ' �- i u _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i �_i i i i_i _ i_i i i_i i_i i i_� _ � - - - - i _ -- - -'--____ ___ __ _ _ _______ ___ __ _ - - - - - - - u i i i i _ _______ _ _ _ _ __ _ - - - -- - - - ----- _ _ _ _ _ - ----- - - --- -- - ---------i_i i i _ i_ i_i _i i_i i_i,_ i_i i_i _�i_i _ i_i 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 1 1 _ 1_I 1_I I 1_I _ 1-I� I_I I_I I_I _ I I I_I I_ _ �_C � � _ �_ _ _ _ _ � / / � � ' - I -----I___ ___ - - - - i i __ _ _ _______ ___ _ _ _ _______ ___ _ _ __ _ _ _ _ __ _ - ----- _ _ _ _ _ _ ----- _ _ ___ __ _ ------ i _ _ � i i � _ - -i - - -- �; - - - i i i. i i i 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 ii ii i �i �� �� �� �� i i ii i ii i i � _ _ i -1-I � -1 � � 1-i_�1-- I- - - _ _ - _ _ . - - - - _ - - - - _ . _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ - - _- - - _ -. _ � I-1 1 - _ C - - �-� _ _ �-� - �-� - C -� - - - � i_ - - -�- / - - - 2285 -. _- _. . -. . - . .= i= . i � �z . i= i �i _ ._ z ��z = _. s _. _ ; zi =i_. _I _ i_� =i - _ _ � � - _ - _ - 2285 � � � � � � � � , � � � , , � � , � � � � , � , , , � �� ,- II I i II i ii___ i II I I I II II I II II II II II I I II I II I I I i I -I�I -I �I � _I__. __. __ _ _ ____ __ _ _ _ _ _____ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - -� �-� � 1 - 1- - - - - - - - 7 � �-� - _ �_C r � �_ _ _ _ - - - - - _ __ _ __ _ _ _ __ _- - -- - --- --- - I - - I- - - - - - - - - - -- - ---- - _ � __LI . _I . I_ LI __I___ __ . _ _ ---- -_ _ _ _ ____ _ __ _ _ _ _ _-- - - - - - --- - - -_-__ ___ ___ __ _ _____ _ _ - - - - - -! - - 1_ _ I_I I I_I _. _ 1 I I_C _ :_ LC C I ------ - ' - -- -- --- - - - / ��� i � � i i 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 I i / i I �--_ - -, . - _:-. _ --_ -_ - _ -. _ _-. _ --_ -_ - _ -. _ _-. _ - . - - _ _ _ - - _ _- - - _ - - _ - _ _ - _ - - _-- _ _ - _ - - - - - - - - - - - - - - - - - - - _ �-_ - - - - - - - - - - _ _.��� _ . ���� _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _z �_t= �z t - ��z t�z �z i_i - i_iz i_i= t si_i _ t t zt zt_i _ t_r t zt zt_i - � - _ �� , � - - - - - - - _LI . I _.__I_I_ . I_. I__I___ ___ __ _ _ _______ ___ _ _ _ _______ _ _ _ _ __ _ __ _ _ ___ _ _ _ _ _ _ _ ----- _ _ ___ _ _ ___ __I__I_I I I _ I_ I_I _I I_ I_I _ I_I I_ I_I I_I _I I_I _. I_ I_I _ ._ I_I I I --- - - - - - - - - / 2280 � � �-� '� '� �'� --� '� - - � � � � � � � -; � � � � � � � � � � � � � � � � � � � '' '' I'� '� '� � � '� � '; ', -��-� � �� � �. �� � 2280 :- _:_ - ; i_i i i i _i i i i_ _� i_� �_� _ i i i_. i_i _ i_i _ � �__ _ i _�_. _. �� ��__-:_._ _._ _ _ _ _ _ __ _ _ _ _ _ _ _ _ i- - - - - - - - - - - - - - - -- - i_i _� _ � - - - - - - - - - - - _u _i i_ �_ _i__i___ ___ __ _ _ _______ _ __ _ _ _______ _ _ _ _ __ _ - - - -- - - ----_ _ _ - _ - _ __ __ _ _ :-_ i_--__�__i_i i i i_ _ i_i i_i _i i_ i_i - i_i i_ i_i _i i_i _i i_i _ i i_ i_i i_i _ i_� -! - --- ----- - - --- - - --- _� � � � ! � � � � � � � � � - !��-�- �!-! --�_� �� ii �_i �i ��; i�� _� ___ __ _ _ _______ ___ __ _ _ _______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ii i i i _ ii ii i ii ii ii i ii , � i I i I- - I-I I I-I �I_I_ I___ � i i i i � j__i�- 1-I� I 1 1 1-I 1-I I 1-I - 1-I� 1-I �-I �I-I -- I�: � i�� i. I'- -- - - - -- -- C 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 _ . _ - - � � � - - - - 2275 - � C� _� _ _ _ _ _ _ _ _ ___ _ _ - _ - _ - _ _ � � �_ _ i ', ' _ _ _ - ��_� _ ' �- _ _ _ _ _ _ _ _ - _ �_ _ 2275 _ _ _ _ _ _ _ _ - - _ � � _ ..�._. _ _ _ 020 N _-� _ _ _ _ _ �- 2270 '� �� � ��__ �� � I _ _. _ _ --i-� -----___ � __ __ -- 2265 -�i -t--i �i- � , ; � �� �� � , I-i= '�-__-'� %- '�-i=- i=:= i--- J�_�� 2260 �I_ . i 75 70 65 60 55 50 - -- � ��� �� N 0.020 - - - -- - �� � - w . � - -- �• � � , �� � � � _ � - - _- ,- --- : ,-' � - - - --- _ - � � � 1-1-1�-C-1-1� I�_I _� _�-I _I 45 40 35 30 25 20 15 10 � � , .., . ., , 5 0 5 10 15 20 25 30 � _ �_� � � � � - � : � - ��� � - - - � - �� - L -�������� ���-, _ �_, I �� �-( - E� - . � 35 40 45 50 55 60 2270 �v � r 2265 ____ __ _ 2260 - - - - - - -� , - , � _ . Ifi 65 70 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - �- ---_ �-�_, � �--� - -- I�- -- _- __ _--- -- -�- -- - __ __ i__ _� - � �� - �� � - � � -� - � -- �- -- � - - - -- - - . . . . I �I I� I I'� I� I�� 1 1 1 X � -- __ -- _ _�� �� �i _i _ _ �i _,_ i � - - _ � _ . � I-_�- __' _ __ !- � --- _ _� � �_ � �� � � _ _ _ _ _ _ _ _ _ ___ _ �i _ �_ �i i i _ _ _ _ _ _ _ i_i__ _ _ i_ _ _ -- -- -i- ��i !i -- _i I��- i i -- -- _ _ -� -�i - ��i I - i - : - ��_ _-- - _i�_ -'i- -:_ _� �- _ _ _ - __ _ __ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i- 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '-; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J— i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�- i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _- -- - I�i - I�i �-- i -- -- - -- - - --- --- - ----- ---- - - - ---- i - i i - - - --- - - i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. 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I' . . I . I � I � . _ --- - -- - I _ I I I . _._. __ ' I - - -- I I _ I I _ _ I I _ I 4 I I_I__ - - - - - '--- . I - - Ir � . � -- � -- -.. . I ... .... ... ... . .I .. l . .., _ __ _ _ _�. _ _ . . __�_ _ _ . . I _ _ _ _ � - � _ �_� J_ 1 I I _ I I _ l _ l 1 l . _ . . l i_ . _ . . 1_ _. . l_ _. _ _l . . _ _ . l � _ ______`._ _ . _ . i _ _ _ --I - I - I- -I I _ I � --- . _ I _ _ __ _- _ I _ I I _1 . . _�_ l _l 1_. . - - - I --- l-- - -- - - � _ _`.-__ _ . �� _ I I � � � � 1 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 . ___ . . l __ l _. ._ l _. . . _ _. �. ___ . _ _ _. l_- _ J L l l l _-_ l_ _ _- l l __ l l l . _ :_ . l . . - . . l l_ _ . l . . l 1 l . . l 1 . . l . _. l _. _ l . . _ _ _ _ . l . _ I _ . l ___ l__ . 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I _. _ ._� _. _ -----_ ��� � � —� I I � I I I I � � 23/D � � ��� ��� , ;; ��y �� �� � �� �� �� � �� �� � ; ; � � � �� �� �� � �� �� � � �_ 23/0 , , , i � � � � �� � � � � ���� ��� � �� : : -- ��_- __ __i_ _ -- _ - -- --- _ ----- --- - _ ---_ i_i . � � _. i _._. _ ._. _. i � -_ _-_ _ _ ___ __ _ � � _ � '_ _ _ - � � - �- i- i�� � � i � � � � � � � � � � � � � � � � � � � � � � � �� �� � � �� � � � �� �� � � � � �i � �i i � � � � � � � � � � � � � � � �i � � � � � � � � ��� �� ��� � � � � i�-,_�_ _�� '�_�_ _� l_ - - - - - ' _ ��'�T - i i il� i� � � � � � � � �� �� � �� � � �� �� �� � � �� � �� ���� ��� ��� ��� � � �� ��� ��� � � �� ��i � �� � � �I�� � �� � � � � � � � �I li� � � �� � � � � ��� ��� �� �� ��� ��� ��� i�- i i i i i i 2305 --- -- -- - ---- -- - - --- - -- - ----- ---- - - ------- _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ --- 2305 ,, , � �� �� �� � � �� ���� ���� �� �� � �� �� � �� ��� � �� � ��� � � � � � � � � � � � ��� �� � �� � � � � �� ��� �� � �� �� ,, __- _:_: �i _: �i I-- I� I - --I-- I I- - - --- ---- - ----- ---- - - - ---- i _: i _: _ i i i i i _: _ :_: i _: _: i _: _ :_: i i_: i i _ i i i - -- -- ! i, ' � � � i � i i i i i i i i i i _. i � ---=-ii-i i-li- ,, ii li i i �i iiii liili i i � i i i ii 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I i I . - ---I I I -- - � �-- . . .-- - -- - - --- ---- - ----- ---- - - ------- I -, I -. _ .-I I -, I ! -.-. _ .-. I -, -. I -. _ .-. I I -. I I-! _ !-. I I -. - ---- I li II II � I I I� I I I� I !I I I II I I �I I I �I I ��' i, � � i i i' i Illlil il il I il il il i il il �i i � i i li li li I li li li 2300 � , 2300 I_.-. I i i i-.- --�-- �-- -�--- - i_ - - i_i 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 ------- i I li ii li I II ii II I il ii iiii li'il i I i I I i il ill ill I i il ill i ii i ii I i i i i i i i i ili ii i ii i i i I I i Ili li i I Ili I i i li -I-I--���I I-I- r����l� I �L� I �---r- I li ii I. i il li I.I ii ii Ili ill i I I i il I I i il ill ili I i li lili I I I i i " i " i ili I" ii I i li li i I ii i i I I Ili i I Ili Ili i I I II Ii � � � I_. II _. II I_ �I_._ —._.__ _._ _ _ _ _ _ _ __ _ - _ _ _ _ __ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ 1_ �_� _ ._. _I —. . I_. _I I _ 2295 _-- - ;_ ; ;; _ _-_ _ ___-___ _____-_ - 2295 � ��� � � � � �� � � � � � � � -_'� -_-�'�=�'�'�_ �i__ _i_:___�___ ___ __- ____-- - - - -- - �� � � � �� �� � � �� ��� I I I I� I__ _ _ t _I___ t_ _,� � � �� �� �� � � �_� �� �� �� �� �� � � �� �� � _ �_ � _ _ �i � _ �- � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- - - - _-- i-i _ i- - -i - i-i - _ - �-- - - -- - - - - - - - - C. I— . I-- _-. � I I I Z. I 1 Z I 1 Z 1 I Z. IZ SI . S. . -I-[ [ _[ - - � -- � - ---�-----___ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ - - - - - - - - - - - - - - + I I I � - - -__-- ___ ___ __ _______ _ _ ___ _- _--__--_I._ 1_I _I I 1_ ._ I_I I_I _I �_ I_I __I_I_1_ I_I 1_I__I_I_I _ I_I I I_ I_I I I _. 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I_ LI __I___ __ _ _ _ _______ __ _ _ ______ __ _ _ _ _ _-- - - - - - - --- - - -_-__ ___ ___ __ _ _____ _ _ _ _ _ _ i I I 1_ _ I_I I I_I _. 1 I I_C _ LC C I � ��� i � � i i i � � � � __� _ � i � i- i i � � i � � - I i i i - i i i i _ __ ____ _ __ __ _-__ ___ � � _-- ���-�� ! _ i i i i I i i___ ___ __ _ _ _______ __ __ _ _ ___ ____ _ _ _ _ _ _ _ _ _ __ I _ i i _ i_ i_ I I i_ i_i I_ i_ i _I i_i _ i i i _i _ i i i i i � -- -� - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - / ��I I I _ _.��i = . -. .� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _z 1_�= �z 1 _ ��z t�z �z �_i �_�z �_i= r s�_i _ 1 1 z� zt_i _ �_r t zt zt_i - i_ - - - - _ � _ - _u � _.__�_i_ �_ ' ' i__i___ ___ __ _ _ _______ ___ _ _ _ _______ _ _ _ _ __ _ __ _ _ ___ _ _ _ _ _ _ _ -- -- - - -- ' ' -- --�--i_i i i _ i_ i_i _i �_ i_i _ i_i �_ i_i i_i _� i_i _ i_ i_i _ _ i_i i i _ i_ - - -- --- � � � - - - � ,� � � � � , �� � � � ,� � �� �, �, �, ,� - � � �, �� , � __ � � � � 2280 �� �-��� �� -- � � - - �� � � � � � �� � � � �� �� � � �� �� �� �� �� � � �� �� �� � � , ; ' � � 2280 _:- _ �O ' : i i_i i i i_ i_i _i i i i i_._� i_� i i_� i �_� _ i i i_. i_i _ i_i i i - --- - �, , i -- -- �� _�_. _. �� ��__-:_._ _._ _ _ _ _ _ __ _ _ _ _ _ _ _ _ i- - - - - - - - - - - - - - - - -- - _u _i i_ �_ _i__i___ ___ __ _ _ _______ _ __ _ _ _______ _ _ _ _ __ _ - - - -- - - - -- _ - - - - - ----- - - i--------i_i i i i_ _ i_i i_i _i _ i_i _ 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 I �; i � � _� ___ __ _____ ____ ___ __ _____ ____ , � � __� __ �� -� � i , �i � i i i i i i i i i i i i i i 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 1 1 - 1-I� 1-I� I 1_I _ 1-I� 1_I �_I I_I __ I I I-I I-1 - I-I I�I _ I_ _ _ / , I' -- -- -- C i � I i �: - / . � � � � __ _ i _i _ T __i___ ___ __ _ _ _______ ___ _ _ _ _______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I� _ _ _ - -11 1- - - -- - ,�i - ,-i�- ,-i i , -�� , - - i -i --- I - - --- - - - - - ii i i �ii � � _ _ - - i � - ' i - -, �i ,- - - - - _ i - - - -__ __ _ _ _______ __ __ _ _ _______ _ _ _ , �.�2� - - - . . _�� 2275 - � C' -'__= - - - - - - - - - - _ _ _ N 0. 02 0 , �- t-t= _ _ _ _ - - - - i - - _ _ _ - - - _ _ _ 2275 � , , � --�- -- _ .-._._ _.-._ _ - - � �_ I I I � W � N W _-- � � � � � � � _ _ _ _--- � � ; - - � � __ _ _ _ _ _ _ _ _ _ �: � _ __ -- -- - _i_ ___ ___ _ - -- - - - - - - - - -- - - - - _ - - � - - - -�i-�-- �i �i_ i--- - _ _ - -- - - _ _ - - _ : ` � � � � % � � � �� ��-i - i-i _ _ - - - - - _ - _ - � : ���I� I�� � ��� � _ _ ___ _ _ _ _ _ _ ___ _ _ �_ � � � �� ��� ���������������_��_�- � � � - ' �+• � --- — � i i.. �._..� i i���i��I� " IIiII � _ 2270 --------------� _ � � � 2265 2260 �I_ . i 75 70 65 60 55 50 u� � / ���/ � �'' � !- - - � I-�I-I- 45 40 35 30 25 20 15 10 11 / �i . / .� i 5 0 5 10 15 20 25 30 35 40 45 50 55 60 2270 �v. i r 2265 _ _ _ _ _ _ _ 2260 - - - - - - -� , - , � _ . 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II _._ II II _ _._ _._._ _. I I_�_L_ I I_ I _J_I J_L_ I_L_ L_I I _J_L IJ_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. I I I I I I I I I I I I I I I_J_I __LI �__ I I I I I I i ii i i ii ii ii i i ii, i ii iiii iii ill III I I II III III I i i� i�li i li i ilil ii ii i II i I II i ii ii ii I i i i i i III III II I I III Ili iii,i iii,i i_ i �- i i i � � � ��� � � � � � i � i i � � � i�� I�� � I I� I�� � � i i� i� i i i i i i i i i i i i i i i � i � � � � i � i i � � ��I ��I �I I � ��I ��i � � � � i i_ � I � --- -._. _. __ _._ --- - -- - - --- --- - ----- -- - - - ---- _. _ _ _ _ _._ _ ._. _. _. _. _ ._. _. _. _ ._. _. _ - --- - i -- _-. �i �� � i,i ii i, i ii, ii ii i i ii iiii i�TTI � I I I I li i i ii iii i i i i i i i i i iii ii i i ii , i � I I I I ��-. � _ _I ____ _I_I _ _ _ _ ..._ _ _ . __ __ _ _ _ _ _ __ _ I _._ _ __ __ __ __ _. _ -__. _ __ __ _ __ _ _.__ i . l .� , . 1 ... ... ... .. 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I _ - -- _ l -1 -� -l_. :-- . _ _ - . _._ 2290 � �-1 � I � � ___ - -- ---- ---_�- . : = ;- _ - �_ � - _ : : �- __ _i- - . _i . . � _ _ T . _ _ _ _ _ _ __ __ _ _ � 2290 ,, ,_ , , , ; _ ,� � � � . : � _� : _� : . � _ _ _ �. . _ _ _ . : . . . . . ._ _ . . . : : _ . . ._ . _ . : _ _ _ _ __ _ _ __ _ . _ _ _ _ _ __ _ _ _ _ _ __ _ __ _ _ . _. _ _ _. � � � � � � _ . ! i �_ __ _ i. _ __ _ _ _ __ __ . . . . _ -- i . i_: _i_:_�__::_ _..i _ _ _ i ._ _.. i i _.. i i - - _ _ i _ _ __ _ _ ___: : i_ _ : _ i I_ _ : : _. _I__: :_i_ __: : _I . . � _� _I : . _I _I _ _�_: : - - T _ _ � . _ _ _ _ i _ ___ i _ _ _ i _ �i _ _ �i __�_ _ _ _ _ . !i _ _ _ _ � __ � _ _ _ _ __ _ _ _ _ ___ -_�_ _ __ i � �_ _ . . _. _�__. ._{- __. .__� . . � _ _� . . _ � _ _ _ __ _ _ - }-_ -- -}__ r ��_� i �_ __ i __ _ _ i i : i : i : __ _.: : : _- _ � � _ __ _._ -- - - , _ -- - - - , _ -_ . . i - i : - i _: _ i _: _ _: : . _ : . _ _ _ - i i- -: : i i: _.. i.. : i i -i: i: � -� �: _ _ - i : _ _ - _ - _ �i_ _�i_ ___ - _ _ _ . _ _. __ _ _ _ ..�. �. . � �. �.. � � _�.. �: � _� �..-- . . i.. � i_ _. : . . __ _ _ - - - � �_ _ _ � . _ _ - - - 2285 _ _ __ __ _ _ _ __ __ _ _ _ __ __ . _ - � _.._ __. _.. _.. _ 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_ . . _ _ __ _ . _ ___ _._ __ ------- -. . _. . . ._. -. ---. -_l _.- _-. _: ._ L _, .-__ .- _ _:. . . :_ _. -:_: : _. _ _:_ - I I I ' i i � ' __ _ _ _ i � -- _ - -_ -- i - ---�- I- - - � J_ _ I I i I � / / � r � - I ' � I I I 1 �l _ 1 1 1 ��l_ � -� - -�- - -� � -� - -__ _ i i i � i � _ !- _ _. _ : : _ : : _ � I I I _I � ._ I _ . .- . _ , . ,� __i _._I_ II I _ _ . 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I-_. . -_- -_ _ -_. -_-__ __ \ -----.- --- ---- - ----- ---- - - - ---I I. I !_, -. I I I _ ---- ------- --. -.-. - .-. I -. I -. I -. . -. I -. I -. . -I � � � � � �� ���_ _ �� �_L_ ��, � � � � � �_ � � � _�� � 2 2 75 . 42 - � � - - � - �-- � _ :_� _� _�_I __�_�J_ 1_I. ��_ _u_� � � � � � ��� ��I � �� H � � ��� �_ � � � ��-I , i � 2270 � � �� � � � � � � � �� �� �� � �� �� � � � 2270 � ._ _ � _ _�. _ � _ __ ,--- -- - - _ _ � _ � � _ _: _ _: _:_I _ _:_ _ _. _:_ _ _:_ � _ :_: _ :_:_ _ I_. � _ �-�-- _, � � � - � � � � � � � � i i , _ _��_ _. � � --- - --- - - ------- - � _. � �� _�-_ � _ �_i_ � -� -- � �� � � � � � � I -_ . �� - ----_-- _ ;-- -_. _-------_.- i/ _I � � -1 � � � � � ��� � � ��� � � � � -;-- ; �___ _ : -�__ �_ ,- - � B EG I N B RI DG E '�, '�� '�� ' '� : ' '�� � � '� I I I I I I - -------- ----� i�-I I __ ' ' ' ' 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 I I I I I i I I i I i i I I I i I I i i i i I �'— ---. I i I I I I I i I � __-- II I II �� il �� II 16+71.20 _' ' 2265 - -- __ _ _ _: _ __ _ _ - - -- : : ;- � _ _ _' _ : ' _ ' _ _ _ _ _ ' _ _ _ _ _ : ' _ ' '_: _ :_:_ : ' _ _ - - -- 2265 _ ,, � � �� �� �� � � �� ���� ��� �� �� � �� ��- : � �: � �: � �� � ��� � � � � � � � � � � � ��� �� � �� � � � � �� ��� �� � �� �� � �- . _._ _._. II _. II li _ 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 j' I ,, ii li i i �i iiii liili i i � i i i ii 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I i I - ---I I I -- - � I �I i I I. ..-I�- - I I I I I I-i _ i- I I -- - - --- ---- - ----- ---- - - ------- � � � ._. II _. _ I_II I _I -._. _ ._. _. _. _. _ ._. I i i I _. - � � _ I_-,- ��' � ���� I I I I III � � I I I I I I I i' i i i i i' i Illlil il il I il il il i il il i i i i li li li I li li li' ! 2305 � _ 2305 �-- I i i i-.- --�- - �-- -�--- - i_ - - i_i 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 ------ i I li ii li I II ii II I il ii iiii li'il i I i I I i il ill ill I i il ill i ii i ii I i i i i i i i i ili ii i ii i i i I I i Ili li i I Ili I i i li -�-�--�� I-�- r����l� ---. - �L� I �----- li I li ii I. i il li I.I ii ii Ili ill i I I i il I I i il ill ili I i ii lili I I I i i " i " i iii I" ii I i li li i I ii i i I I Ili i I Ili Ili i i, I II Ii � � � _. II _. II I_ �I_._ —._.__ _._ _ _ _ _ _ _ __ _ - _ _ _ _ __ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ 1_ �_� _ ._. _I —. . I_. _I I _ 2300 _ - - - ; ; ; ; _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ - _ - 2300 � _�� '� � '� '�_ � i_ _ �_ _ �_ _ _ _ _ _ I _ _ H _ H_: - - - - - - - � � � � � � � � � � � � � '� '� '� I I I I� I�f _ _t� _� _�t _�t�f_ _�t�f� ;_, � � __ � � i � � � � � -- ��-��-- �-�-- �-�-- __�_i _-�_� ' ' ' ' ' _ �t�_ _ �_ �t_ _ �t� _�t _ t _ �_ � _ �t� ' __._ _�� � � �� �� � 2295 2290 2285 2280 2275 ' � '� � '� '� �-'�--- '� ' � � I - H H - H � - �--- - -- - - -- --I-� -------__ , i---__� I-I fi-I fil fil I__I i � 2270 -�� - �� -�� --� __ _ � ; � �� �� � . �-i--�i -- �i C I� I�- I�-- �-__ __ _ _ _ _ _ - - - -��--� � 2265 ' � ' ; ' ' -i-i � -i =i- �I_ _ _ ' � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 � 2295 ����� 2290 F-i���-j+ _ �- :_ -- :- � 2285 � u : � _. � � � � � � � � � � � �_� _ �_� � � � ����-� l-1 - 1-1= 1-1= ZLI =LI - -1 1 C 1 _ _ _ _ _ _ _ _ -C - C _ - _ _ _ _ _ _ _- 2280 � � � � � � � � � , � � � ���I �I� �I ,' � �_ �_� _ �_� � � � � �_� _ �_� � � � � � �_ �_� � � �_� � �� �- 1_I 1_IZ 1-1= ZLI =LI 1 1 SLI - 1 T�,_( _ C - -- ' � , � , -� . I_I _ I_I� I_I� �I_l �I_I - I-1 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 . . -'- - - - - - � � � � - , - - - 1 I- I I 1 I I-I I I ��� �� __-- I� I��-���� I��I I���� _ 2275 � � -_ -- � � _ -- � � _ ___ ---- - ----- ----- - - _�—�—�� , : . . . : . � . . . . . . . _� - i- - - - - - - - - - - - - - -� d . . i . � 20 25 30 3�5 45 5J0 55 60 65 70 +� 2265 �- i� 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - �- ---_ �-�_, � �--� - -- I�- -- _- __ _--- -- -�- -- - __ __ i__ _� - � �� - �� � - � � -� - � -- �- -- � - - - -- - - . . . . I �I I� I I'� I� I�� 1 1 1 X � -- __ -- _ _�� �� �i _i _ _ �i _,_ i � - - _ � _ . � I-_�- __' _ __ !- � --- _ _� � �_ � �� � � _ _ _ _ _ _ _ _ _ ___ _ �i _ �_ �i i i _ _ _ _ _ _ _ i_i__ _ _ i_ _ _ -- -- -i- ��i !i -- _i I��- i i -- -- _ _ -� -�i - ��i I - i - : - ��_ _-- - _i�_ -'i- -:_ _� �- _ _ _ - __ _ __ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i- 50 �-I�_ 45 �� 40 ' 35 �-_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '-; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J- i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� —i�— i i �_= i_i_�— ._. � _--i�_ _i —. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _- -- - I�i - I�i �-- i -- -- - -- - - --- --- - ----- ---- - - - ---- i - i i - - - --- - - i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. I I I I I I I I I I I I I I I_ J_I __LI �_ _ __ I I I I I I i ii i i ii ii ii i i ii, i ii iiii iii ill III I I II III III I i i� i�li i li i ilil ii ii i II i I II i ii ii ii I i i i i i III III II I I III Ili iii,i iii,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 � � ��I ��I �I I � ��I ��i � � � � i i_ _ � I � -_ i� i� � i,� ii i, i ii, ii ii i i ii �ii� i�� � � � � � �i i i �i �ii i i � i i i i i i ii� i� i i ii , i � � � � � � ii, i� i_ _ _ . . . . . . . -._I -._ ._ _I_I _ . l . � _ _ _ . __ __ _ _ _ _ _ __ _ I . _._ _ __ -- -- -- _ _ 1 .--- - -- . . - - . . . . . . __ . _ _._I_. _ - - - -- - ---- --- - - - - -- __ _ _ _. _l _. _ _l_IT T_ ___. __ _. _ _. _ _ _l I_ l - l _-- I_ _ -- ---- -- - -.T _ _ - _ - - _ _ . . - . . 1- --- _ l _ -1 - _ - _l - - - - 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 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 i i i i i i i i i i i _ . . ... I' . . I . I � I � . _ --- - -- - I _ I I I . _._. __ ' I - - -- I I _ I I _ _ I I _ I 4 I I_I__ - - - - - '--- . I - - Ir � . � -- � -- -.. . I ... .... ... ... . .I .. l . .., _ __ _ _ _�. _ _ . . __�_ _ _ . . I _ _ _ _ � - � _ �_� J_ 1 I I _ I I _ l _ l 1 l . _ . . l i_ . _ . . 1_ _. . l_ _. _ _l . . _ _ . l � _ ______`._ _ . _ . i _ _ _ --I - I - I- -I I _ I � --- . _ I _ _ __ _- _ I _ I I _1 . . _�_ l _l 1_. . - - - I --- l-- - -- - - � _ _`.-__ _ . �� _ I I � � � � 1 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 - - - -- l __ l _. . _ l _. . . _ _. �. _ _ _ . _ _ _ _. l_- _ -J_L- l l l _-- l_ _ _- l l __ l l l . _ :_ . l . . - . . l l_ _ . l . . l l . l . . l 1 . . l . _. l _. _ l . . _ . l . - - I _ . l -. _ l__ . I . l __- _ _ . I _ _ I _ __ I _ _ . _ _ __.-___ _ _ _ _ _. . -� - -I - I-I -_ _ I I � ---. _ I_ _ _- _- _ I _ I __ I J J . _ :_J . J . -:-- . . J __I_ _ - -!_ . . _ . J J_ __. . J . . J _J_ _!_. . J . _ _ :_ J J_: _ J . . __ . I I . _ I I . I -. . I_. . I . I ___- , I I I ��� I I I I I I I 1 1 1 1 . l _. 1 1 I I _ I _ I I I I __ I I I I I _� . . . . _ : . . . . : . .. : _ __ _ _ _ _ . : . . _._. _. . . . : _. _ : : . : _.. _.. _ . . : . i 2290 _ � i � � �� � � i i i i i i i � � � � � t i � i � � � � � i i i � � � � � i � i i i i i 2290 � __i - i ----- � ----- _ - _ _ _ __ _ - _ _ _ _- - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - --�--- � - - � - � ---�--------i i i i _ i_ - . i - -- i--�---__ ___ _ ___ _ _______ --- - - _ _ _ _- --- --- --- --- --- --- _-- i -. . _ u _ ._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_. .- .. I I_._I-. J-. . _ I_. I. I __ I_____�-__I _. . �. . . __ _ _______ __ _ L_ _ _ _ _J L __I_ _ __I I I _ __ I I I J_ . . _ I _ : J- 1 J _J__ I J__._ _I_._.J_ ._.J_ _�._ _L._._I_ _._._I_� ._I_C __�_. _�I_ . I_._I_� . _ I _ ,___ _ I_I__ _ __ __ _ _I__ _I__ I__ - -!-- - __ _ _ � � -__ _ � � � � � � � � i _ ._._.._ _. . . . I. . � _ - - -: . _._ ! i_. _. _. _ . _ _ . . _ � __. _ i I . . . _ _l_ I . ] _ _ � _ _ : - - I 1_ _ _ _ _ 1 I _ I . . _ [_ i [ - - - � I �_ _ �. _I__ � : � : _ _ � . _ . !� _ _ __ _ _ _ - - - _ _ _ i _ � _ _ _ - - _ I_ -� _ _�_ -- _ _ �. � �_ _ �- �- -� �_: _� . . - - � - - - - -- -- - - �-- -- �- � . . . : . � . . _. . _ ._. _._. _ . . _ - - - - - / _ � _ _ . _ . _ _ . . . . . _ ._._ _ / _' -' . . i _ _ ' ' i l __ i _ _ . . i i _ . . i � i_ _i - _ i _ I . __ . _ . � , I I , 1 . I . . . _ . _. _ I 2285 _:�_; -�_�- -I-�- - � _ _ _ -- -- _ , -- ---- _ _ � ----_�_ . _. _ . _�__. ._�_ __ _ _� _�_ _} _�_ _- -_ ____ _ _ _ _ _ _____ __ / _ �_ T _ _ . . � - - _ - , , � 2285 � � � � i _i. : _ii : . . . . . il. _ - , i i !I _ -_. _._ i i__ -___ : . _. _ . _. i i . !__. _. _ . : . . !I , . !I_. _ il !I �� __'. . !_� f . i __ � . : ._. . _ _. _. � -_._ _ ._- _ i � _ . _ . . � - _ _ _ _. I _ _ _. _ . . . . _ - - . _. _. . . I . . M # , _ _ _ __ - _ _ . __ __ _ � l_. _ l_.___ _. _ _ _ . . I _ I - l _ _ __ O I ___. _1_ _ . _ ' _ . . _. _i__. ._1 _ . __i . . : � � i _ _l _l . . _l _l _ l_ _ - - T _ _ L . _ _ _ � _ �i_ _li__�____ _.!� _ _ _ _ _ _. il __ � _ _ - --- _ . . _. _�_ _. ._{- _ _. ._ _�_ . . � _ _� . . _ -- —,— . j -I _ _ . . � _ : i : i : _ . ._ . _. _ -. � / _ _ _ � I. _ _� _ _ _ _ _ ' � � � i _. _ i -. I r I 1-1 I � _ _. i I. I I i I _I .. I I i _I_ I ._- I � � � � _ I I I � - � I / I I _ _. . _ ',-_ __ _ _ - _: � ' 0.040 N � , -� � : � : -� _ r : -- : � __ '_. .-. _ _ : _ : � � _ . . � � � � � � � � � � �_. _. _ -- � I F�-_ _ _ 2280 2280 _----- -- -. ___-_: , , �_, , , � , , � , , � � , � , , � , , � � , � � , , �_, � �_�, � � N 0.040 _ . _�__. _� _�_ __� � -- , � � - __ _, _ _ I _ _ ---- - - - - - ---I -� -� � - �- I_-- I � I� � _� � � --____ �� I I I , . , . , :: � � � � � --_ -- _ _. _.. _.. - . i.. : _ ;: _ . ; , � � , - - - - - ee e ,_ -_,__ - - � - --- - -- - - - -- - - � - . - - -- , - -. _ � � � � _ � _ � �/ - _______________ _ _ e o ee o e e e e e _ . - . {-�+- - � -f - -f- : - - � : : _ - � _ _ - - - -- ; : � - � � __I _ i � II I _ I �Je - I- e e • - - - - - i ._ i : , . - . -I I _ . ._ I I l_ _l . . _. / _ 1 - - - - - � , , 2275 - � � I - _ _ _ _ __ _ _ t- - t- _ t - _ _ -�-� � .c:�=:- ; . ; . . . . 22 78.2 0 �_ . . _ _ . . _� . . , _ _ . � . . _ _ _ _ - � _ , 2275 �-r � __ _ _ _ _ _ _ _� _��- _ _ � . "_ _� , , , , , - . . : _. ! . : . : ! . : i _. ! , i i _. _i_ : i i i i < --�- -.-�- -�-i . < : . .. : � _- _ , - - - . . . l _ ! i _ . - � < : : .- . _ . _._ -, _ __._I __._.._ _._ _ _ _. .. _ - _- - - - - - , I - -- _._. I . I _. I I __ I_ _._ _ _. . _ I _ . [ [ C, . ] I j l l �_ �_ i _ i i _ � - 1 . 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 _�r I I�j�� I I ITI I i j 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 � r : � : ; I I IIII _L _ I ' - I I I I IIII - I - . - .. -- -,. I ---- I I i i i_ i i i -I---I--I- I------- I------- � i i i i i i i I i I I i I i i I I I i I i i i=;', I - - - � 22T � �.. 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 - - -_-- - --- - - - � E N D B R1 D G E �_ --- ----� : _ � __`. � _ _ - � 2zTo � ��� �� � - - �� � �� � �� �� � �� �� ���� �� � � � ��_ � ��_--- _�- - �� � �� � � � � ���� �� � �� �� ��� ' -'- I'- � J '- -- - - - -- -- - - - - - - -J - 17 + 4 3 . 8 7 _- � _-- _ _ _-- ; � , ; , ________ ___ __ _ _ _ _ ___ _ ___ _ _ __ ___� _ � ___ --- _______- ' I�ii liil iill i��i ilii liil ii�� illi iii � � � � �� � � � II ii iiA�i��l, ii i i ililii lilili i ;---- III i---� __ i -- --i-- I i - - - _ _ - _ - - _ - _ _ _ _I - _ . ---. _ _ I _ _ - i - i j I -- - - I _ I I _ I _ _ _ I I I I _ II I I _. �- I . . I�I I I -� - -- -- -- -- j I J_ I��-���1-I-�-1 I� _I-I�- I I I I � I 2265 � � � � � � � � , ; ; ��y �� �� � �� �� �� �! �!� �� � ; : � � � � �� �� �� � �� �� � � � _ 2265 i � � � � �� � � � � ���� ��� � �� : : �___ - � -_ __ __I_ _ -- _ - -- --- _ ----- --- - _ ---_ �_� . � � _. I _._. _ ._. _. i i . _ _. _ _ _ ___ __ _ i i _ i '_. - I �I I I I I �I - i- i _ i�� I I I I I I I i i i I i i I I i I I i i i i I I I i I i I I i i I I I i i I i I I i I i i I I i i i I I i i i i I I i i I I i i i i i" i i I I i I I i i I I I i I i i I I_i__ .i �. __ I_ I I I I I I IIIIIIIIIIIII� II II I I IIII -� � i lili ii i I I I I I I II ii i li I i II ii II i I il i il ilii lii ill ill I i il ill ill I i il ili i i i ilil 'i ii i i i I I" i i' il iiI i i i i I I Ili Ili li i I Ili Ili li'i I �'- I I I I I I 2305 --- -- -- - ---- -- - - --- - -- - ----- ---- - - ------- _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ --- 2305 ,, , � �� �� �� � � �� ���� ���� �� �� � �� �� � �� ��� � �� � ��� � � � � � � � � � � � ��� �� � �� � � � � �� ��� �� � �� �� ,, __- _:_: �i _: �i I-- I� I - --I-- I I- - - --- ---- - ----- ---- - - - ---- i _: i _: _ i i i i i _: _ :_: i _: _: i _: _ :_: i i_: i i _ i i i - -- -- ! i, ' � � � i � i i i i i i i i i i _. i � ---=-ii-i i-li- ,, ii li i i �i iiii liili i i � i i i ii 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I i I . - ---I I I -- - � �-- . . .-- - -- - - --- ---- - ----- ---- - - ------- I -, I -. _ .-I I -, I ! -.-. _ .-. I -, -. I -. _ .-. I I -. I I-! _ !-. I I -. - ---- I li II II � I I I� I I I� I !I I I II I I �I I I �I I ��' i, � � i i i' i Illlil il il I il il il i il il �i i � i i li li li I li li li 2300 � , 2300 I_.-. I i i i-.- --�-- �-- -�--- - i_ - - i_i 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 ------- i I li ii li I II ii II I il ii iiii li'il i I i I I i il ill ill I i il ill i ii i ii I i i i i i i i i ili ii i ii i i i I I i Ili li i I Ili I i i li -I-I--���I I-I- r����l� I �L� I �---r- I li ii I. i il li I.I ii ii Ili ill i I I i il I I i il ill ili I i li lili I I I i i " i " i ili I" ii I i li li i I ii i i I I Ili i I Ili Ili i I I II Ii � � � I_. II _. II I_ �I_._ —._.__ _._ _ _ _ _ _ _ __ _ - _ _ _ _ __ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ 1_ �_� _ ._. _I —. . I_. _I I _ 2295 _-- - ;_ ; ;; _ _-_ _ ___-___ _____-_ - 2295 � ��� � � � � �� � � � � � � � -_'� -_-�'�=�'�'�_ �i__ _i_:___�___ ___ __- ____-- - - - -- - �� � � � �� �� � � �� ��� I I I I� I__ _ _ t _I___ t_ _,� � � �� �� �� � � �_� �� �� �� �� �� � � �� �� � _ �_ � _ _ �i � _ �- � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- - - - _-- i-i _ i- - -i - i-i - _ - �-- - - -- - - - - - - - - C. I- . I-- _-. � I I I Z. I 1 Z I 1 Z 1 I Z. IZ SI . S. . -I-[ [ _[ - - � -- � - ---�-----___ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ - - - - - - - - - - - - - -- + I I I � - - -__-- ___ ___ __ _______ _ _ ___ _- _--__--_I._ 1_I _I I 1_ ._ I_I I_I _I �_ I_I __I_I_1_ I_I 1_I__I_I_I _ I_I I I_ I_I I I _. I_I I I_ I_I _ _I_ : _ _: ___ _____ : : __: - - - , Li i� ii ii �ii ! i i i � i� ii i �!� i 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 I i_ i I i i i i i i i i i _ _ ____ ___ i i _ -: I-_ C. _ - - - - - - - - - - - - - z . t= � ��z t_t _ �_i= �_t= =t_� =i-i - _� r � r =t_C - i- _ _ _ _ - - - - _ i ---�--- i - i ----�-__ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ - - ----- ___ ___ __ - ----- --- --- -- --------!--- �- - --�--- -� ---� _ _ ' � I I i i i _I I 1_ .- I_I I_I _I 1 I__ I I, I I I I _-_-_- _ _ __ --_ _____ _ _, � LI I I I I I I I_I I I_ I_I 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 2290 �� � � �� � ��� � - - - -- �� � � � �� � � � �� � � � � � � �� �� � �� � � � � �� � �� � � � � � ,�� 2290 ; � �. _� �_i i i_i _ i_i i_i i_� i_� __i � i_� _ _ �_ _ - � - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - i _u _i i_ ! i----i__: __: _: _ _ ______: _: _: _ _ ______: _ _ _ _ __ _ - - - -- - - - ----_ _ _ - - - ----_ _ _ __ -- - -----_i__i_i i i _ i_ i_i _i i_ i_i _ i_i i_ i_i i_i _i i_i _ i_i i i_ i_i _ _ i_i � i i-� - --i_ _ - -- --- --- � � � � � � � � i � � � �� �� �� �� �� � �� � � � � _i__�__ _�� i _� i � i � ��_i_ _i___ _ ___ ____ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ -�- - - - - - - - - - - - - - - - - - - - - - � � , � ---- . __ . ___ __ _ _ ____ __ _ _ _ i i � � �� �� � �� �� �� �� �� � � �� � �� � � � � �rt - - - -----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 i i i _ i_i i i i �_i � � _ �_� � � � � i i i_i i_ _ i_i i i � � I � - i __ _ _______ _ __ _ _ _______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ - _ _ _� I I 1 _ 1- _ �_� �_� _ �_� _ C � � - i- .- .__ . // i � � 2285 =r' _� _- _��_��_:- �_ - - -- - _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - . .= i= . i � �z . i= i �i z ��z = _. s _. _ ; zi =i_. _I _ i_� =i - � _ - - - - - 2285 II _ I I II I -_ - -_-_ II !I� � i I I I � II 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-1 I 1 - - 1- - - - - 7 I I-� _ - �-C r � _: - � - _i I � � ---- �— --I-I-�-I--LI . _I . I LI __I __ _ _ _ _______ __ _ _ ______ __ _ _ _ ___ _ - - ---__ ___ ___ __ _ _____ _ - _ _ _ � _ I 1_ _ I_I I I_I _. _ i I I C _ ._ LC C I _ � ------- -- --- --- - - - I�-�I--�-. -- I II I � �� i__ _ - --- - I I II � II I II II I I / - I 1 1 I F _._ . . _ _ -.-:_ _ _ _: . --'- -' ---- . I _ . ' I I. 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'• ii= 1_I= =i-1 =1_� _ i I I i i I i _ i i I i Zi_I _ _ 2270 � � -� � � � � _ _ - _ _ _ _ - - - - -- _ _ �� _ � _ � � l � � � � �' � . � : � , , _ ,- _ _ __ _ _ _ _ _ _ _ - � _ 2270 - - -;_ _ - - - - -- - - - - -- - - -- - � - - - - - - - - - - - - - - - - - - - - - - - - - - _ -i i -i �i � i i ;-__ ___ __ _ _ ___ ____ -- -- - - ------_ _ _ _ � �� i � 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�-, � _�___ ___ __ 2268.45 I _�—I � —I � I � � , �!—� � — — --- — -- — — — --- -- — — — — � _ � � _ �_�� a � _� _ �_ � � �_� �_� _ �_� � � _, �_ — — — — — — — — — — — — — —� — � -4 4- - j � I � � � � I � I � � I ! � �! � � � ! � I � I I . I I . . . . . . . . . . . . . . . . . I ' . �� � � , ,. � , . . . . . . . . . . . . . : . . . . : . . _, . . , . . . . _I-I . _� . _ . � ___I___ _-_ - - - - - - - - - --- ' - -- --- - - - - - - - - - - - - - - - - -- - - - - - -- --- --- - - - -- - - - - - II II II II II II I II II i I II i _� � �_ _ -�_._ _�_ _ _ _ - - - _ - _ _ = _ _ - _ - _ =- _ _ _ _ _ '� _ I_ _ I_ _ � 2 2 7 . 7 9 � ;_ - i_i-t- �-t- �_� - �_� ,_� �_� �_� - �_� � �_� � � .� � � � � _ _ , - 2265 �� -�, -�, , , , , � , , , , � � � � � , � � , , � , � , � � - - - - - - - - - - - - - - 2265 _____ _,_. _- __ - _ - 17+00 �� � �� _ �� � � � �� �� �� �� �� �� � � �� �� � �� � � � � �� �� � � �� �� � � �� �� �� � � �� � � ��� �___�____� �_ � � _�___ - - -- -- � � � �� �� �� �� �� �� � � � �� � � �� � � � i � � � i ___ __ _ _ _______ ___ _ _ _______ ___ _ _ _ ___ _ _ _ _ _ _ __— — — — — — ----- — — — — — _ _____ _ �� —i—i i � i i— i—I —I i �— i—i _ i_i � i_i i_i _� i_i _ i_i i— I—i I—i _ i—i —� i i i—i — --i— — — -- — — --- — — — -- — — — — _� _�_. � _. _. —._. _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — _ _ _ _ _ _ _ _ _ — — �— — — — — — . — — — — — — — — — — — — — — — ---_,__�� �_�=I� _�� ��_�� _!___ ___ __ _ _ _______ __ __ _ _ _______ _ _ _ __ _ ___ _ _ _ _ _ _ _ _ _ _ ___ i _ITs I - _ ITs 1 �_I _ . IT 1_ _I -CI_I _ I i ZT_I ZT_I _ _I I ZT_I _ !_ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ �_,,_�,_,_. � � � � � � � � � � � � � � � � i � � i � � i � i � � � � � � � � � � � � �� � � �� � � ��� � � � � � � � � � �� � � � �� � � � �� �� � �� �� �� �� �� �� � � �� � �� � � �� � � _._. —_. _ _._—._.-_ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ :- - - - - _ _ _ _ _ _ _ - - - - -- — ._. - - - - ._. _. - - - - - - - - - - - - - - - - - - - - - - - - _I_� �_, =1_ =1_ �I_�__ _!___ ___ � I �_ I_I= 1= 1 I - 1_1= I_I= I= 1 - - I-I= I =1-1 =I-� - _ l =1 =1-� =I_I _ I_I I =1 _ - - - - - - - - - - - - - - - - - __ _ _ _______ _ __ _ _ _______ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ i i � i � i � i i i i ! � �, - i�, � � -_ � _ �� � _ , _ � _. �-_ . w I ' !, !� -- ,�� i �_ __� � � _ i i � � �__ � _ _ � � _ � I--� I I � _�_ � � I- � -- . , - � ����� � � _ . w , i _ - � _ — _ _. � _ �_ . __ _ I '�I I ' � '� � � : I' I. ! I. ' I i' I ! II 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 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - �- ---_ �-�_, � �--� - -- I�- -- _- __ _--- -- -�- -- - __ __ i__ _� — � �� - �� � - � � -� - � -- �- -- � - - - -- - - . . . . I �I I� I I'� I� I�� 1 1 1 X � -- __ -- _ _�� �� �i _i _ _ �i _,_ i � - - _ � _ . � I-_�- __' _ __ !- � --- _ _� � �_ � �� � � _ _ _ _ _ _ _ _ _ ___ _ �i _ �_ �i i i _ _ _ _ _ _ _ i_i__ _ _ i_ _ _ -- -- -i- ��i !i -- _i I��- i i -- -- _ _ -� -�i - ��i I - i - : - ��_ _-- - _i�_ -'i- -:_ _� �- _ _ _ - __ _ __ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i- 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '-; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J— i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�- i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ _ -_� � � � � � , � � , � � , � , , � � � � ,�I � � � � � � � � � � , � � � � ; � , , , , , � ; � � � � � � , � � � � � � � , _�__� , - i ii ii iii � � � i i i i � � i i--- , �i_- i � - --- - -- - - --- --- - ----- ---- - - -- ---- i _. _ - .-; i - _._ _ ._: i _. _. i _. _ ._. _ i � , _ _, i _. _ _ i-- ' 23/5 �� �� �� �� � � �� �� �� � � �� � �� � � � � � � �� �� �'� � � �'� � � � � � � �' � � � �' � � � � � � � �� � ���_ 23/5 ,'�� '�� '��� '� �� ���� ���� ���� ���� ���� ���� ���� ���� ��� � � � � � � � � � � � �� � �� � �� � � � � � � � �� � �� 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 i i i i i i li i i i i �i j i i i i i i i li i i li i li li i li li li li i i li i 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�_�i_ i_i i. i i i i i i i i i i i i i _i i i i i i i_: _._. i_: i i_. i_. _._. i �i i i_: i i_i _ 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 : : i_._. ii _._ ii iil _ ii ii _____. i_ i ii i i i i i i i i i i i i i i i i __ i � � � � I� � � � � � � �, � , �,, � � � � �, �, �,, �, � � , � � ��� ��� �� �� ��� ��� � � �� �� � � � � � � � � � � � � � � � � � � � � � � � � � � � , , ��� ��� �� �� ��� ��� ,�, 2 3/ 0 I ��� � � 'I '" � � � 23/0 � � �� � _ , � � � ; , � � � � � „ � ��� '�� �' '� '�� � �' �� �� � � � � � � � � � � � � � � � � � � � � � � � � � �,��' ��' �' '� ��' ��� � � - � - --�- - - - - - - - _ _ � -�� - -- - . _. __ _._ -- - -- - - --- --- - ----- -- - - - ---- _. . _ . _ . . _. _ ._. _ - - ,------ �-- �,�, �,�� i �� �� � � �� �� �� � � �� ���� ����� � � � �� ��� � � � � , , , ��� �� � � � �, ,,�I,�_ � � � � � � � � � � � � � _. _� -__ _�_� _ _ _ - - _- _ - _ - - _- _ � __ _ __ __ -- -- _ _ --_ _ __ __ _ __ _ _-_ � .� � . � . � . . . . . . . . . . . � . _ - - . - - - . . - --- - - -- - - - - --- __ _� _. _ _�_� _ T_ ___ __ _: _ _ _ _ _, ;_ , - , --- ;_ _ -- ------ --- . __ _ � __. . . _ . . �_---_ _� . __� . . _ . _ _� - - - ---. - --; - _ -_- _ , - - - _ - -- __-_ _� 2305 �� I � �. � � � � � � : 2305 i i � � i � i � �,_ �_� �_� � �_�-�_ ,_-�_� ,-�_� ,_-�_� _� � �_�-�_ �_�-�_� �-�_� ,__�_� �. � � � � � � � � � � i � � � � � � � i i � � � � � � � � 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 . l __ l -- _.. , � ... .... ... ... . .I .. � . ... ____ _ . . i _ _ � _ � _ J_� J � i i i i i _ i i i . _ _ . . i i_ . _ . . i_ _. . i_ k___ _� . . _ _ . � � _� . . � . � _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 > > > > f < < < < < < < �: _ i _ _ r i _ . . i ____ i i . i _ � ! � i__ i_.: � i _ i i _ - -- : ._ .. . i i_ _ . . . _ ..: i i . . i _ _ __ _ _ _ _ _ __ � � i __ i _: : _ i _: : : �. _ _ _ _ _: i__ _ � � i i i --_ i_ _ __ i i _ i 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 . _ :_J . J . -:-- . . J __I_ _ - -!_ . . _ . J J_ __. . J . . J _J_ _!_. . J . _ _ :_ J J_: _ J . . __ . I I . _ I I . I -. . I_. . I . I ___- , i I - ��� I I I I I I I 1 1 1 1 . l 1 1 I I I I I I I I I I I I � _ : i. . . . . : _ _ _ _ _ _ . : . . _ _. _ . _ . . : . : . . : _. _ : : . : _ . _ _ : _. . _ . . : . . _ _ _, 2300 � �� � � i i i i i i i � � � � � t i � i � � � � � i i i � � � � � i � i i i i i � 2300 � --- -- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _-. . � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I �_ _�_��_ _ �_ � � � � � � � � � � �� . � __ __-� �� ��___�___ _� -------�----�-- _�_� �__ � _ �_._�__ . �� �_ _ u _ ._� _ _ _ � _ _� _ _� _ � _ _ _ _� _ _� _ _ ---'-'--�---__ ___ __ _ _______ ___ __ _ _ _______ --- - - - - - - _ _ ___ _- --- -- --- ___ _- --- --- --- --- - �- - - -- ------ - - ------- -- -- - � _ L _ _ J L I _ I I I _ I I I J_ . . _ I _ , J_ 1 J J I J_ , . I , .J_ . .J_ _�. , _�. , I , , I � . I �. �. . _�I_ . I_,_I_� , _ I _ ,_ ,__ _ I_I__ _ -- -- - _I__ _I__ I__ --- -- - _I__ _ . - ---'-- - _ __ . ! � _ ! , : _ � ! ! � � '� i - - -. . _ _ ! . : !_. _. _. _ . - - -- - - � ] _ _ � _ _ � _ _ I 1_ _ _ _ _ 1 I _ I . . _ [_ l [ _ 1. _: _ � _ I� j j �_ i �' � _ _ __ _ _ _ _ _ � __ � _ _ _ __ _ _ _ __ __ � � !_ _ _ _ _ � _: _� : : . � : � _ � i ---- � � - - � � _- _ i -- � 1 � i � _ f _ < < � � , _ i _ _ _ __ i _ _ i i __ i _ i i _ _ i - ---- . _ : l I , �_ _ _ _ _ _� - � � - _ - - -- -- _ i -- ---- - -- -- ---- - -_i- . _ , _ _ 2295 � � � ,, - - �_ � - _ : i __ _i- - . : _i . . : � -� - -� - i - - i_ _ _ - _ _ . - -_ _ � : ; -, ! : _ I � 229� r -r . _ i � i _ - __ _ - il _ -_ . _ ._ _ _ _ -__ _ -__ _ : . _. _ : _. -!_ !I , i_ _. _. _ . : . . !I , . !I _. _ . . il , : il � � _ _ '. : il-i � . il _ _ � . : . _. . _ _. _. � -_. _ _ . - I - _ . _ . . _ . . � �- . . _ - _ ` I __ _ . I . 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I _____ __ _ _ ___ __ __ I �� I_L�-� _ _ _ I_ - --- --- i _ __ _ _ __ . . {_ _ __ i_ . _ _ . . .I . .-i--. ._i _l_. __i . . 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I I I I I III _ .� i i I I i l l i i �-� l i � i_ — — -------� �-�� i i i i i i i i i i i � I I i I l i l i i I I l i I i i �_.li I I I I li � _ , 22U� �_._._ �I ��_ �I� �__ _.__-� i i- - �-� --- � �---- � - �----- --.. -�-. .---'-----�--- -'-. �--' �-- -i-- -i-i -�-- I I-- � i- �� V� .�� -'------------------ -----------'------ �\ ---- . I -. I_I _ I� I _. - ---- � 228� �� �� ��___ ______�._. __. _ -_ --- - -- ---- � � � � � � � �� � � � � _ i I I i i i i I i i i� i i I i ��i �i i �i �' i i r i�i� i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i�i i � � � � I ' � , � _._: _ _ _ _ _ - - _ _ . . I iii � � �_._. _ _ _ I I I I I _ _ _ _ __ _ _ __ ____ __ __ I I _ _. _ _ _ _ � I I i � \ ii i I iiii iii i , -. � i i iiii 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-- li -�--I -. -. . -_I . I I I i I I j j _ \ -_ I �� I � —� - --- --- _ ----- ---- - _ _ - I I � I I _ � __._ . . I - � � � IJ � I_I � 2275 � � ��� ��� , ;; ��y �� �� � �� �� �� � �� �� � ; � _ � � � �� �� �� � �� �� � 2275 � � i � �� � � �� � � � � ���� ��� ;; � � : : —_ - I ' -- __ __I__ -- _ - -- --- _ ----- --- - _ ---_ �_� . � � I -. I -.-. - .-. -. I i -.-. --.-. -. -. -.-.- .-.-. ---_-;- \\ _- - _ I �I I _ / -i -- i i i I I I I I I I i i i I i i I I i I I i i i i I I I i I i I I i i I I I i i I i I I i I i i I i I i i 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 �--�'-I� - _ I I I I I I IIIIIIII_ : _ � � --- : � I � I I I I I I i i i I i I i I I i i I I i I i I i i I i I i i I 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 i i I I i i' i I i i i'- l �- �' - I I -- � I I�'— I I I I I I I `�----------------� -. _ ._. _. -. _._. _ ._. _. _. _. _ ._. _. _. _. _ ._ 2270 --- -- -- - -.-- - -- - - -- - ----- ---- - - ------_ =, � 8 � 0 � � _ - - 2270 „ , � �� �� �� � � �� ���� ��� �� �� � �� �� � � � �� � ��� � � � � � � � � � � � ��� �� � ���� ��� ,, -- _-- -- I� - I� I-- I� I - --I- _ � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _- i - _ i_i _i i i - _ - i _ _ i _ _ _ i i- i-i - -- : � i � � i � � _ i i � _. - - - - - - - - - - -. � � i : i � i i i i i i i :_ �i } : i � � � i � � �� � - ----------- � �� ii li i i li iiii lilili i i i i� i i � i i i ii i � i i - i ii iii I I I I i I I I I I I I I I I I i I I I I I I i I I I I I i I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I i i I I I I I - - - - - -. - -.-��- - - . .-- - - - - - - - - - - - - - - - - - I -, I -. _ I I -. I ! -.-. _ .-. I -, -. I -. _ .-. I I -. I I-! _ !-. I I -. - - - - - - _ I li i I I i I I III -- - - - - - - - - - - - - � � � I i-I I I I � � - - - _ � � � � � � I I IIIII � � I I I I I i I i' � i i i i' i Illil il il I il il il i il il i i i i li li li I li li li" i _ _. _. I . . . _ _ - - - j - -j �I - �I �I - -�I - - - - - - - - - - -- - ---- - - -- - - - ---- � � - �I - - - -�I - - - - - - - - �I - - - �I - - � - ---- - - _ i I li ii li l II ii II I il ii iiii Ili'il i I i I I i il ill ill I i il ill i ii i ii i i i i i I i i i i i ili ii i ii i i i I I i Ili li i I Ili I i i il ili i- _-'-. - —L� I �----- �i I li ii I. i il li I.I ii ii Ili ill i I I i il I I i il ill ili I i ii lili I I I i i " i " i iii I" ii I i II li i I ii i i I I Ili i I Ili Ili i i, I II Ii � � � _. II _. II I_ �I_._ —._.__ _._ _ _ _ _ _ _ __ _ - _ _ _ _ __ _ - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ 1_ �_� _ ._. _I —. . I_. _I I _ 2300 _ - - - ; ; ; ; _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ - _ - 2300 � ��� � � � � �� � � � � � � � -_'� -_-�'�=�'�'�_ �i__ _i_:___�___ ___ __ ____:- - - - -- - �� � � � �� �� � � �� ��� I I I I� I__ _ _ t _I___ t_ _,� � � �� �� �� � � �_� �� �� �� �� �� � � �� �� � _ �_ � _ _ �i � _ �- � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- - - - _-- i-i _ i- - -i - i-i - _ - fi - - -- - - - - - - - - C. I— . I-- _-. � I I I Z. I 1 Z I 1 Z 1 I Z. IZ SI . S. . -I-[ [ _[ - - � -- � - ---�-----___ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ - - - - - - - - - - - - - - + I I I � - - -__-- ___ ___ __ _______ _ _ ___ _- _--__--_I._ 1_I _I I 1_ ._ I_I I_I _I �_ I_I __I_I_1_ I_I 1_I__I_I_I _ I_I I I_ I_I I I _. I_I I I_ I_I _ _I_ : _ _: ___ _____ : : __: - - - - - - , Li i� 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 - i_ i_ I i_ - i_i � i_ _� � i_i - _� � _i _ _ _� � _� i_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- � ____ ___ __ _ _ _______ __ __ _ _ _______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ __I�� C. _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ z 1_�= � ��z �_� _ �_�_ �_�_ _�_� _�_� _ _� r � r �_C - �_ - _ _ _ _ _ _ _ _ _ _ � ---�--- � - � ----�-__ ___ __ _ _ _______ ___ __ _ _ _______ ___ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ - - ----- ___ ___ __ - ----- --- --- -- --------!--- �- - --�--- -� ---� _ _ i i — . . i _i 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_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 2295 �� � �� � ��� � - - - -- �� � � � �� � � � �� � � � � � � �� �� � �� � � � � �� � �� � � � � � 2295 � � u _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_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 I_ i_i i_i _I i_i - I_I I I_ I_I _ _ I_I . f 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 �i �i _ �_ _ �, _ _I_._'_ ._ _! ! I _i I i I i i �_�_ � _L _ _ J J _ _ _ _ _ . .— .— . . . . . .— . . . . .— . .— —. . —. . . . . . , . . . —. _ _ _ _ _ _ _ _ _ _ _ _ I� _ 2290 � 2285 ' ' , ' _��` ' �� � �� �� � � _ ��_._ - _._ ;��, _;_-j-_:: _-_ � ' ' _ — --- _�___. �� �� �� �� 2280 i�'�;__._.-T.-_ - - _ � _�i ��-. ��i � �� � -�I-�-�-ZC � � �i-�- I�I_ �' 2275 � � '� � '� '� � , � �, _ -� I -1 � � --i-i-�-i-- � -� - � ,_ �, -�-I � -I � I �n i i � 2270 -n _' -�i_ �- � � � � � i i ii � -------I �-- m _ _�i � _i�=� � _ _i i i-i � -�� � �� � - _ � -�� � �� x 2265 � � � �, -- 3 L _�_� � _� _�_ c�i � d, _ ' . O �� E �_ _ _ � o � \� r � � � � 75 70 �� � 65 60 55 50 45 40 35 30 25 20 � �� .�� ,;, , I� � -t - _t- c° �I -_-_ �'' �'' ! � - i i � /1 A � n .. � _ 15 10 5 0 , 5 10 15 20 25 30 35 40 45 50 55 60 _ ____-__ - 2290 _ ____ __ � _ _ __ ___ --- _ _ — �=i��i=j+ _ _ _ � I � � 2285 � t ' ' ' _ _ � _ � � � I /� ,_ I � � I � �_ �/ i � 65 70 _ 2280 � : 2275 �v � r 2270 +� 2265 �- I� 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - - -- --� - __ � � I � -- -I- � _j�l �-_ �-� --- � � - -� -- � -- �- �-- -� � - � -- -- �-- � � 7 . B P . 1 4 . R . 1 5 - ---_ -_ __ _ _- __-_ _ _ 1 X 10 � -- __ _� � � i _ I_ I � ! � I . �__�- __� �. _. __ !- � --- _ _i � I - � ' - -I �--� � � �- --- � � � ' _' � _ _ _ . _ y _ _ _ . . _ �I _ �_ I I _ _ _. _ _I__ _ _ I_ _ _. -- -- -I J-�II I I _I I��- II I _ _ _� _ ��I - I -' . ��_ _- _ _I�_ �I :- _�_ �- _ — _ _ _ — . _ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i— 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '—; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J— i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�- i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _- -- - I�i - I�i �-- i -- -- - -- - - --- --- - ----- ---- - - - ---- i - i i - - - --- - - i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. 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I' . . I . I � I � . _ --- - -- - I _ I I I . _._. __ ' I - - -- I I _ I I _ _ I I _ I 4 I I_I__ - - - - - '--- . I - - Ir � . � -- � -- -.. . I ... .... ... ... . .I .. l . .., _ __ _ _ _�. _ _ . . __�_ _ _ . . I _ _ _ _ � - � _ �_� J_ 1 I I _ I I _ l _ l 1 l . _ . . l i_ . _ . . 1_ _. . l_ _. _ _l . . _ _ . l � _ ______`._ _ . _ . i _ _ _ --I - I - I- -I I _ I � --- . _ I _ _ __ _- _ I _ I I _1 . . _�_ l _l 1_. . - - - I --- l-- - -- - - � _ _`.-__ _ . �� _ I I � � � � 1 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 . ___ . . l __ l _. ._ l _. . . _ _. �. ___ . _ _ _. l_- _ J L l l l _-_ l_ _ _- l l __ l l l . _ :_ . l . . - . . l l_ _ . l . . l 1 l . . l 1 . . l . _. l _. _ l . . _ _ _ _ . l . _ I _ . l ___ l__ . 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I � _ � _—L� � __ �___ 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 i i � i i i 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- - j j_ i- i j_i i i: i 2305 ___ _ _ __ ___ _ _ __ _ _- - _ .�\ ; _______ _________ ____-- � _ _-_ _ _. _-___ _____. _ - 2305 I L I L 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 �"�. 2300 _�� 2295 _-����-j+ �-- . - 2290 _ ���� �_ 2285 � 2280 _ ��i-�- �- � 2275 , ;_. 2270 Ifi 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - �- ---_ �-�_, � �--� - -- I�- -- _- __ _--- -- -�- -- - __ __ i__ _� - � �� - �� � - � � -� - � -- �- -- � - - - -- - - . . . . 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I I I�I I _� II � f I I I � I l __ _J � 2320 �--- � � � ��� ��� , ;; ��y �� �� � �� �� �� � �� �� � � � � � � �� �� �� � �� �� � � �_ 2320 � � � : : : : - - � __ _-- - -- _ - -- ---- _ ----- --- - _ --- --- � � _ -_ _ _ _ -_ _-_ _ _ ___ __ _ :_: _ :_:_ _ : _ - � � --- _`� � I�____� � ��� � I� � � �I i I I I I I I � � � � I�� I�� I� �� �� � � �� � � � �� �� � � �� � � � � � � ,I �� � � � � � I� � �' �I �� � � � � � � �� � ��� �� ��� � � I; I', _�__ _ �- �� � , i i i i-� � � . , , , , , � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ��� ��� � � �� ��� ��� � � �� �� � � � � , I � � � � � � � � � � � � � I � � � � � � � � ��� ��� �� �� ��� ��� � � � i-- --- �� ,---�� i i i i i i �_ 23/5 --- __ � �- - - --- - -- - ----- ---- - - ------- _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ : _ :_: _ :_:_ : _ _ _ _-- 23/5 -- � � -�-, � _ � H �� � � �� �� �� � � �� ���� ���� �� �� � �� �� � �� ��� � �� � ��� � � � � � � � � � � � ��� �� � �� � � � � �� ��� �� � �� �� ,, - � __ _ _- ___ _._: �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 iii � � � i i i i i i ii ii i i � iiii_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 I i I I I I I I I I i i _ i � I, 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 I I . . I �_i � � - - - � - - - - - - I - - I I I � � � ( i l i i j j I � � I �� � �_ I_�_�I_, ��� � � �, � �__ , ; � � ��-�I � �� � �� �� �� � �� �� ; � � � ' � � �� �� �� � �� �� � � 23/0 23/0 � � � � � � � � : : �_._ � i _._ �i , _ �i ii _ --�i- -: _�_�_� -_:- i � _, _. _ _ - - i i i _. i _. _ _ _i _. _ ._. _. _. _. _ ._. i _. i _. _ i I 1 � - � -- - - ! -- - -- - - �--- - i_ i_i 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 II ii II I il ii iiii �i'il i I i I I i il ill ill I i il ili i ii i ii iii i i i I I I i i i i iii ii i ii i i i I I i Ili li i I Ili I i i I�Y-�-�--���, �—, ----- _ ��\ - --- I 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 li i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i � � ��i i � ��i ��i i , , � �� -- I II I I. _ I II Ii � � _I_. II _. II I_ �I_._—._.__ _._ � 2305 _ _ _ _ _ _ _ _ _ _ _ _' _' _ � , --- -� - . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -- _ _ _ _ _ _ __ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - _ 2305 i i i I L I L 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 �"�. 2300 _�� 2295 _-����-j+ �-- . - 2290 _ ���� �_ 2285 � 2280 _ ��i-�- �- � 2275 _ ; �_ . 2270 Ifi 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: - - -- --� - __ � � I � -- -I- � _j�l �-_ �-� --- � � - -� -- � -- �- �-- -� � - � -- -- �-- � � 7 . B P . 1 4 . R . 1 5 - ---_ -_ __ _ _- __-_ _ _ 1 X 11 � -- __ _� � � i _ I_ I � ! � I . �__�- __� �. _. __ !- � --- _ _i � I - � ' - -I �--� � � �- --- � � � ' _' � _ _ _ . _ y _ _ _ . . _ �I _ �_ I I _ _ _. _ _I__ _ _ I_ _ _. -- -- -I J-�II I I _I I��- II I _ _ _� _ ��I - I -' . ��_ _- _ _I�_ �I :- _�_ �- _ — _ _ _ — . _ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i- 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '-; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J— i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�— i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _- -- - I�i - I�i �-- i -- -- - -- - - --- --- - ----- ---- - - - ---- i - i i - - - --- - - i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. I I I I I I I I I I I I I I I_ J_I __LI �_ _ __ I I I I I I i ii i i ii ii ii i i ii, i ii iiii iii ill III I I II III III I i i� i�li i li i ilil ii ii i II i I II i ii ii ii I i i i i i III III II I I III Ili iii,i iii,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 � � ��I ��I �I I � ��I ��i � � � � i i_ _ � I � -_ i� i� � i,� ii i, i ii, ii ii i i ii �ii� i�� � � � � � �i i i �i �ii i i � i i i i i i ii� i� i i ii , i � � � � � � ii, i� i_ _ _ . . . . . . . -._I -._ ._ _I_I _ . l . � _ _ _ . __ __ _ _ _ _ _ __ _ I . _._ _ __ -- -- -- _ _ 1 .--- - -- . . - - . . . . . . __ . _ _._I_. _ - - - -- - ---- --- - - - - -- __ _ _ _. _l _. _ _l_IT T_ ___. __ _. _ _. _ _ _l I_ l - l _-- I_ _ -- ---- -- - -.T _ _ - _ - - _ _ . . - . . 1- --- _ l _ -1 - _ - _l - - - - 1 � _.- - - - _ - - - _____. i i: i i i i -- - - � - --- - - i-_ _..... I' . 11 . II I I I. JI�--�_� I—I i IJ __ _I--'i_I = I-i_'i I_-i_LJ i IJ-i_ IJ-i_I I-i_I �_ I_I I. I J J I I I _� _ _ . . _ _ _ _�. I _ _L _ _ L � _ �_L J_ � I- � I __-__ _ �� _ _ I� _ ___ __`._ !I _ _�- � -� � � � � _ _ . .... . I _ I._ _ I._ . . I ... J _ I l . _ _ . . l __ l _. . _ l _. . . �. _ _ . _ _ _. 1-- - _ J L l l __ __ _ ��_ _ I�___ ��__ ____ _ _ _� _ �_� _ � � .. .. i. �.: i... .: _ - - �- _ _ _ _ Il ii I I __ _ _ _ �-- _LI _I . ._._ i _._I _.- _ - _ _ _ _ _ _ _ _ _ _ _ _ _I I_ _ _ J_LI_ _ I_ _ I_ _ __ II___. I_.__.__LI__I ___ �I__I ____ ___ __ _ _ _______ __ __ _ _ _______ ___L_ _ _ _ _ _ _ _J_L __I_ ___ _-- - i i . .--'I- _j . . . il. � _ _ _. . _ L . _ . _ _ __ _ - _ _ I� . ,_ _ �. . I I _ _ _ , - _. . _l �_. __i_. . i - i� i I i __- --- � _.. . . � i _i� . . II . . _�_ _- _ I _. _ _ . . l _. _ l _._� _ _. . _ _ . . I _ _ _ l _ _ _ _ _ _ �� _ _ I� __� _ _ _ _ _ . il _ _ _. _ _ _ _. . _ _ _ I _ __ I . 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I _. I _ �I_._—._.__ _._ 2305 ___ _ _ __ ___ _ _ __ _ -- -- � ---------- � � �� , ��� _�� '� � �� ��_ i ��__ . �� �___ ___ __ _ _ __: - - - - -- - � � � � � � , i : - �� � � � � � � _Ci_� :-1�� =i --�-. i _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ �� - - - - - - - - - _u i_ ;_ i� i- �i_i_ ��-i-i-__�___ ___ __ _ _ _______ __ __ _ _ _______ ___ _ _ _ _ ___ _ _ _ . . . \ _ _--_ _-_ --- - , - i -- � i i_ i _ \ _ ___ __ _ _ _______. i � �- - _._I�I CI j--- -_ __ _ _ ___ ____ _ _ _ _ _ _ __ _ I_I I _.__li_i__ I LI_ I I-I---!-__ ___ __ - ---- --- --- - _ _______ __ \ 2300 � � � __ _ _ _______ ___ _ ________ -- - � �� ����ii �� _ _ _ __ ii i i i ii i i � � u i _ _ -�i . _i . 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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 1 I 1 I I 1 I 1 I � �� _ I � �_� �_1 _ �_I I � �_ _ _ __ ____ ____ __ C i � I i �- - - - ,-�--. _ - - - - - - _-- _ _ __ --- _____ _ _ ___ _ _ _ _ _ _ i_ i_i i i i i i ', � � _� �_ � �� � _. _ _ _ _ _ _ _ _ _ _ _ i �-i - �-i= �-i� _ � � _� , r r -c - �- - _ _ _ _ _ _ _ _ _ - 2285 i i i � � � i i � i � i- i i i i i i _ i_i _ i_i i i i � � i i _ i_� � i i_i � _ _ _ _ _ _ _ IJZ 1_I _ 1_IZ 1-1= ZL: '�.- - - - - - - - - - - - _ a_i a_i� i a_i _ �_�� a_i� �i_� ��_ � _� � _�i_� _ i_a � �i �i=� — �_ — — — — — — — — — — — — — i i i i i�i i i i� � � i i i � � �_� �_� _� _ � __'_'__ �_ i � , , i - __ ___ _____ _ _ ___ _ _ _____ _. � � � � � i �-� � � i � � �_�_ _i �_ ,_ _ � _' _ �_� � �_ �_� _ i- - _ ___ __ __ _ _ - i_i 1_TS i l-1 1-1= 1-1= =i-1 =C� _ i _ \ _ _ _. I i Z�-I - I- - - - - - - - - - - - - - : _ � � � .. .. ; �� �� � � � ' �_ 2280 _ 1_ i-1 - i-i= i-i= =1-i =i-i - -I i _ � -C 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—�— — —� �-- � -- �---- _ a_i i_i i � i �_i� a � � i_ � i �,_,_' � — _ — � � ' I- �_ I- � � - I _ ! �� �� � � �� � � � � � � �� �_ �_ � �_� _ �_� �_� �_� �_� _ �_� �_ �_� _ i; \ � i i_ -i i_i _ i_i i_i i_i i_i _ i_i i i_i -I-;_ �- i-= 2275 - 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 I-i I-i � � � � � �I '� i-i - i �r � i _- ITS 1 I_I _ 1_IT LI= ZL[ -CCI --I I ZTI ZTI -_[� I� � T�=CI - I l - C L: -Li_I_L�i_I_i_�_i_I_i_�LI_i_�i_I_i_�i I_L�I_I I_l_:_:___ V_:___:_I__. _._. —_. _ _._—._.-_ __ _ _ _ _ - - -- — ._. - - - - ._. _. - - - - - - - - - - - - - - - - - - - - - - - - --� �-, _- __ �I_�___�___ ___ __ _ - -__--_- - _- _ - __--__- _ - - _ _ -_ -� -I - - - - - - - - - - _ __ i�- -_ _ _ - I-= _ - - -_ _- _- _ - _ _-� _- _ _ _ ii � i �i ��i iii i � � � _ �� I�I� _ �. _ - II I 1 I-1I= i i 1 II i Ii II- i i ii i� ii i i - �_ - _- -_-_ _ _- -_- - _ ' . � ', I ' ' ; - I' '� ' ! ; � � ', I ' ' I ', I ' I ', I � _ . . � _. . . �-_ . p I ' ', '� _ �� '� i � __I . I I I I I' �-- . _ _-� __. I- , i , - � ����� �, , -- . �� i _ _ _ — _ _ _. _ `_ . -- _ I '�I I ' � '� � � ! I I. ! I. ' � !' I ! lil 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 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :— _ - __ ___ _ __ _, :_ - _: - - -- --� - __ � � I � -- -I- � _j�l �-_ �-� --- � � - -� -- � -- �- �-- -� � - � -- -- �-- � � 7 . B P . 1 4 . R . 1 5 - ---_ -_ __ _ _- __-_ _ _ 1 X 1 � -- __ _� � � i _ I_ I � ! � I . �__�- __� �. _. __ !- � --- _ _i � I - � ' - -I �--� � � �- --- j � � ' _' � _ _ _ . _ y _ _ _ . . _ �I _ �_ I I _ _ _. _ _I__ _ _ I_ _ _. -- -- -I J-�II I I _I I��- II I _ _ _� _ ��I - I -' . ��_ _- _ _I�_ �I :- _�_ �- _ — _ _ _ — . _ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i- 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '-; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J— i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�- i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _- -- - I�i - I�i �-- i -- -- - -- - - --- --- - ----- ---- - - - ---- i - i i - - - --- - - i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. I I I I I I I I I I I I I I I_ J_I __LI �_ _ __ I I I I I I i ii i i ii ii ii i i ii, i ii iiii iii ill III I I II III III I i i� i�li i li i ilil ii ii i II i I II i ii ii ii I i i i i i III III II I I III Ili iii,i iii,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 � � ��I ��I �I I � ��I ��i � � � � i i_ _ � I � -_ i� i� � i,� ii i, i ii, ii ii i i ii �ii� i�� � � � � � �i i i �i �ii i i � i i i i i i ii� i� i i ii , i � � � � � � ii, i� i_ _ _ . . . . . . . -._I -._ ._ _I_I _ . l . � _ _ _ . __ __ _ _ _ _ _ __ _ I . _._ _ __ -- -- -- _ _ 1 .--- - -- . . - - . . . . . . __ . _ _._I_. _ - - - -- - ---- --- - - - - -- __ _ _ _. _l _. _ _l_IT T_ ___. __ _. _ _. _ _ _l I_ l - l _-- I_ _ -- ---- -- - -.T _ _ - _ - - _ _ . . - . . 1- --- _ l _ -1 - _ - _l - - - - 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 1 i i I i i :...I' : I. : I I I I: : I..: I r 1 l l I I . 1 - - 1 - - �-1 _ _ J J -`: .`: _ L L L _ i_ l l __ l_ __ �� II __ _ !I _ __�_ � � -� 1 i � I I -_. �_ � _ ......I. .I._. 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I _ _ . i . . . . : . ._ _ _. _ _ _ . . _ _. _ _ ._ _. _ _ _. _ _ _ ___ . . I _ �_i i I _ ____ __ _ _ : __ __ __ _ _ - - --- - - - i- -- --� - --- - - - �� - -_, ___ _ . !� _ _ - - - _ - - - I - ..., .,.I.. I__ _ .... I. _. _ _ � -- _ . . . _ _._� . . _ _ _ -_ - _ i i _ _ - - - - - � _ 'r I r r -� �� i II -I�� I; _ - - - - -- - - - - - - - - - - � - -- _ _ . : ! : _i - � _� : i _[_ LC,_ ,_ 1 __ _ _ _ - f j I I __ �, � � �� �� �� � � �� ���� ��� � � � � � _ i II �� �' i _ - - - -� - -- . 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'_ _ � �- - - --- - -- - ----- ---- - -------; i � � _ � �- � - - ��_� ��� �'_r�� �� �� � � �� �� �� � � �� ���� ��� �� �� � �� �� __ ___ _._. �ii _: �ii �� _ _._ ___ _. _ � i _ -- - - --- ---- - ----- ---- - - - ---- � ,_ - � � � ;. �� . i i i_ i i li i i �i i i i i li li li . \ I I I I i I I I I I I I I I I I 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 I I' I-.- . .-II- - -I I ,_�-_ � -_- I I- - - --- ---- - ----- ---- - - ------I . i i I _ � ��- _ I li II I � I � II I I III � 23/0 ,'i , � � �� I I-L1 -�_ ��� � i i � ��-�I �� �� � �� �� I_._. I ! ! i_._ --'- - ,_�_�_ _ � r i _ _ _ i__ _ _ i_ _ _ i_i i. : I I__I i- I I I I_ � _ I I I �I I I I I _----- i I _�_ \\ . I i I I I i i I I I i I i i i i i i � i'i I i I i I I i i I i I - � �� i i i i i i i i i �� _-_ _- ---, ----- . . I I I I I � �,'i � ii ii II� ill i I I i il I II Ii � � i i __ _ _._. I _. II I_ �I_._ -._.__ _ _ 2305 _ _ _ _ _ _ _ _ � - - __ _ _ __ ___ _ _ __ ______ �__ � � - - - - - - _;--� � -� � � , � --,-� ; - -- - - - -- _ , -______ _ � � � � � � ___ _ _ _C�_ � :-i ��- _� :- -� - ,-- _ _ � L _ _ ; - - - - - i-z i-i _u i i i_ i_,_ � i i-- i--= - - - _ _ - - - - - _ - - _ � — � -� - _ - _ - - - - - _ - - M �i _ _ _ _�_ i_i �i i -ii �ii �ii � -- - - - - - - -- - --- - � _- -- - --- -- N i i i � i i i_ _i ! -- - - - I - - - -� - -•-��I Ci �-_- - - - - - - _ - _-- _ - - - - - i �� �-- � � Z 1-= �_� i _.__i._�__ i u_ i �_�_ i___ __: _: _ _ ___-__: ___ __ _ _ ___-___ ___ - _ _ _ ___ _ _ - - - - - --- � � - i ' - i : 2300 �� � �� � ��� � - - - -- �� � � � �� � � ; � � � - _ � u , _ _ _ _ __ _ _ _ _ __ _ _ , _�I � � � ___ ___ _ J �� W 0.02 5 c� 0. 040 _� �_ � �_�_ �___ ___ __ _ _ _______ __ __ _ _ l - . . � _ . . . I . . 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I I_I -_ I CI -- LI C I -I�-�I--�-. - i i _ � �� � � i i i i i i i - - --- - -- -- - --- --- -- -- --- - - - F _ . � __ � � i i \ - i � � � � � � � � i�- ��z t�z �z �- � -� :- -�-t t zt zt-i - - t-r t zt zt-i - - ;_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i_ i_i _i �_ i_� _ � � � ' i_ i_i _ _ i_i i i _ _ i_ - _ -_ --_ _-_ _ _ _ _ _ _ _ - _ _�- � �� � �� �- � � �� �� �� � 2290 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_1 _ i_i i i - - - - - - - - - - - - - - - � _ 1_I 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 I_ I_ I I_I _ I_I�_ I_I I_I _`I_I _ I_I _ I I I_I _ __I_ _ �� � � �� I '_ _- - - - - - ----- - - - - - _ -- --- i - i i I -I i � : i_i _ i_i � i_i i_i � i_i - i-i i- I-i I-i _ i i � i i i i _ i_ - -- _- _ _ _�- - - - --- - - - - -�_ : - -_ ___ _ _ � - - - - i _IT� I _ _ ITs 1 �_I _ i_IT 1_ _I -CI_I _ _I I ZT-I ZT_I _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ ___ � � � � � � � i � � i � � i � i � � � � _� � _� _ � - - - _ - - _-- _ - _ _ _ -- -- ; 2 0 + 5 0 �_� � � _ �_ �_ _ �_� _ �_��_ �_� �_� �_� _ �_� � � � � � � � �_� �_ _ _ __ _ _ _ �_� �� � � � � �-� �� � � � � � � ,-� -� �-� �< < �- �-� �- -,-, ,, ,� �_ - - - - - - - - - i -1_I= I_ l-1 _ 1-1= 1-1= =1_I =I_I _ _I I I - - - _ i,i i i - i- ii i �i �� �� �� �� - i i ii __ ii i i _ ! _ �i �� � � � i �� � �� �� � � � � � - _ I-I= I =1-I =I-G - - l =1 =1-i =I_I - I_I I =1 _ - : - _ _ _ _ _ - - - - - - - - - - - : - _ -. 'i �= i-1= 1= i I - l-1= i-1= I= a - . __ � � � � � � � � � � � � � � � � � � � , _ __ _ _ ! , i � . . . . . . . .�. . . , . . . . . _. - . . . . . . . . . . . . . . . _-. . . , . . . . ._I i . . . . . . . i--. . . . . � -i-I , . . . , . i I __ . .� � , . , . I-I- i , .� ' i I I i . . . . ..I .. . I �. I . � I� I . . . . . _ � _ . .� . � . � . , . . 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 _ _ _ _ _ _ _ _ _ 2275 - - - - - - : - - _�- , i , .� � , __ . , .� , , i _- . . . �� 65 70 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :— _ - __ ___ _ __ _, :_ - _: - - -- --� - __ � � I � -- -I- � _j�l �-_ �-� --- � � - -� -- � -- �- �-- -� � - � -- -- �-- � � 7 . B P . 1 4 . R . 1 5 - ---_ -_ __ _ _- __-_ _ _ 1 X 1 � -- __ _� � � i _ I_ I � ! � I . �__�- __� �. _. __ !- � --- _ _i � I - � ' - -I �--� � � �- --- j � � ' _' � _ _ _ . _ y _ _ _ . . _ �I _ �_ I I _ _ _. _ _I__ _ _ I_ _ _. -- -- -I J-�II I I _I I��- II I _ _ _� _ ��I - I -' . ��_ _- _ _I�_ �I :- _�_ �- _ - _ _ _ — . _ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i— 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '—; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J— i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�- i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _- -- - I�i - I�i �-- i -- -- - -- - - --- --- - ----- ---- - - - ---- i - i i - - - --- - - i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. 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I_ I_I _ ._ I_I I I _ I_ - - -- --- ----- - - - - - - - - - �i -L!_._ —:_ _ _ _ I- - - - _ - - - _ - _ _ - _ — 1_I i i 1 _ i_I i_I j- � \ I I I � I I � I _ _ I 2295 �� �--��� �� � � �� � � � � � :- _: _:- :- �� � � � �� �� � , �� �� � � �� �� �� � � I 2295 ' � ' _----� ! — _�_. _. _ � � � � � � � �! i;_ i i i_. i_i _ i_i i i _ _-___ i :_ � _u _i i_ �_ _i_-i-_: : __ _: _ - ___ -__: : _: _ - ___ -___ _ _ _ _ _ _ _ — — — — — — — ----- — — — — — — -- --- — — --- -- — -- ----i--i_i i i i_ _ i_i i_i _i _ � _i i_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 1 1 - 1-I 1-I I � � � \\ _- - I�I I-I I_1 _ I_I I I _ I_ _ _ __ ____ _ __ __ C i � I i �: _I___ ___ _ _ . _ T - __ _ _ _______ ___ _ _ _ _______ _ _ _ _ _ _ _ _ _ _ _ _ _ - ----- _ _ _ _ _ _ ----- _ _ ___ _ _ -------- - - - - - - - - - . - - - - - - - --- - - -- --- ----- - - --- - - - - - i i i ii i ii i i i ii i i ii � �i i i i ii i �i i \ - -: i i � i - - � i Ci ---- _ - _ _ __-_ -- _ _ _ - _ _ - _ _ - _ - _ _ _ _ - _ - _ - _ _ _ _ _ -� - - - _ . _ 1 -C - I- - - - - - - - - - - - 229Q - -� __ _ _ ------_ _ z i_i i i- �-i - �-��' �_ � _ _ � � _ - - - - - - - - _ 2290 ' � I ! ! - - - I � � � � � � I � � � — � ._.—.. _.—._. -- I I -. .- I � � _ I � � � II il i II I I I II II I I II II II I i -�-�-�--�I- I � _I_ _I . _ _. _ __ _ _ _. _ __. _ ___ __ _ _ _. ___. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ _ _-_ _ _ _ _ - I_ I- - - - - - - - - - - - � � � i i . i � --- - - - - - - - - - _:I _L.------ L. _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ Z ._I= 1 IJZ 1_I - 1_IZ 1_I= �._. ��._. _ -- — _ - - - - - - - r - - - - - - - - - - _ _ �_�_. �� �_ _�___ ___ __ _ _ ___ ____ __ __ _ _ ___ ____ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _�_ _� � - - -� _ �_�� _� �_ ��_� _ _�_ — ` i �. �. I I I I l 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 � _ � ii � ii �ii i i i i i ii ii i i �� i i �i i i ii �ii �__ -1-I_ !� ---- � -- --- - - --- -- - -- --- - - --- -- - -- ---- - - - - - - - - - - ----- - ----- - - - - -- � „ � -- -------- ___ __ _ _ _______ __ __ _ _ ------- --- - - - - --- - - - - - - - --- - - - ` —_._ I _ _ _ _ _ _ __ _ _ _ _ __ _ _ - - - - - - - - — _ , - �- -- �-- -�----�--- --_ __ ____ ___ __ _ _ __ ____ _ _ _ _ _ _ _ _ _ - - _ - - --- _ _ _ _ _ _ _ - _ _ _ _ _ _ � � I�I_ _. -. . __ _ _ _ _ _ T I I= 1 - _ 1TS 1 I I I= 1-I= =I I =I-I - _I I I _ - I-1 �— I ��I �I-. ' — — — — _ I I. � I I I � i 1_f f I I I f I f f I I_I _ I_I i 1 I I_I I I I 1_I I 1 I I 1 I 228� ��_��� '; �-� ' _ _ _ __ ���� ��� �, � �� �� � ,,� �� �� �� �� �� � � �� � �� � � ���'�i-�' �i �,-i-�,� --- -- 2285 � � � i i � i � 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 i i i - i� i i -i ;- - - - - - - - I � � � --I-I-�-I-- � _� _ � i __�___ ___ __ _ _ _______ ___ _ _ _ _______ _ _ _ _ __ _ __ _ _ ___ _ _ _ _ _ _ _ ----- - - --- - - --- ----�-i i - - �- - - �-� _ �_i�_ �_� �_� _��_� _ _ �- -� - - �- � - - - '- _ - -- --- --- - - - - - - - - - I- �Y-I�I-I�- : _! _ ' _I___ ___ __ _ _ ___ ____ ___ __ _ ___ ____ _ _ _ � I _ _ _ _ _ _ _ _ _I _ _I _I _I J l_I , I I I_ I_I 1-I I l 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 i ! i �_i , _ _ _ _ _ _ _ _ _ _ _ _ _ , i i i i� i _, , , , ,,, _ ; i i i ii ii ii ii ii ii i ii ii i i ii i ___ __ _ _ _______ __ __ _ _ ------_ _ _ _ _ __ _ __ _ _ _ ___ _ _ _ _ _. _ _ . _ ___ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ � I_ C _I 1=f = 1=f 1=f 1=1 1=1 = 1=1 �_ �_� _ _ __ __ _ __ _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ ----- __ __ 2280 2280 -�� - �� -�; _�� ._ __ _ _ _ _ _ __ _ _ _ � � � � � , � , � � � � � � � � � , ,-� _ ,-� , �_� _ _ ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � �� �� � ii ii i i ii ii ii i i ii i i iii � ii ii i i i ii ii �i i� i� ii i i; ii �� � �i i � - - - - - - -- - - � � i i ii ii ii ii ii ii � i i ii i i ii i i �--_�----��--�—�—_ �____�______ ______________ ________________ _ _________ __——————--________ _� E D PROJECT — — — —————— ————— — — ———— —— —— — --——-----— —---————— �_�_ � __ � � � �_ —� _� _ � _ � _ � _ � __� _ � _ � _ � _ � __� _ � _ _ _ _ _ _ _ _ _� N �- � � — �— � � � � � �_� - �_� � �_� �_� � �_� - �_� � � � � � - � � � � , , � _ ,_ _ - - �_ t�- �- �- t - t� �_ . . . . ._ -. . . . � . . . . � . . . . � . i I .�� ' i I i ' ' I ��� ' � ' � I I � � -,. , � i � , � � � i � i j i � �� � . . � . . . . � . ; . . � : . � . �� ' � i I 75 70 65 60 55 50 45 40 . . � . . .� . . . . � . . . 35 30 --- _ _ - _ -_-_- — - - - - - -- � � � 2 0 + 60 ;_ � _ _ 1� a � _ �_�� a_ _� ��_� _ _I � �� �� _ _� � �� — �_ _ - _- - _ - � � � � � �— ��� � � ��� � � � � � � � � _`��_�� � �_ � �� � � �� �_. � � � � �—,— � �— �—� �—� —� �— �—� — �—� � �—� �—� � �—� �—� � � �—� �— —,—, ,, ,—, _,— - - - - - - - - - - - i -1-1= I_ l-1 _ 1-1= 1-1= =1-1 =1-1 - _I I - - I- - - - - - i i � � � - �- � � � i � i i i i i i i i - � � � � -- i � � � - i - _ �i � � � � � i � � � � � � � � � � � � - _ I-I= I =1-I =I-G - - l =1 =1-i =I_I - I_I I =1 _ - : - _ _ _ _ _ - - - - - - - - - - - : - _ -. 'i �= i-1= 1= i I - l-1= i-1= I= a - . __ � � � � � � � � � � � � � � � � � � � , _ __ _ _ ! , i � . . . . . . . .�. . . , . . . . . _. - . . . . . . . . . . . . . . . _-. . . , . . . . ._I i . . . . . . . i--. . . . . � -i-I , . . . , . i I __ . .� � , . , . I-I- i , .� ' i I I i . . . . ..I .. . I �. I . � I� I . . . . . _ � _ . .� . � . � . , . . 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 _ _ _ _ _ _ _ _ _ 2275 - - - - - - : - - _�- , i , .� � , __ . , .� , , i _- . . . �� 65 70 75 : : : : O 2.5 5 PROJ. REFERENCE NO. SHEET NO. _: _ _ _ : _: , _ _ - __ : :- _ - __ ___ _ __ _, :_ - _: — — -- --� — __ � � I � -- —I— � _j�l �—_ �—� --- � � — —� -- � -- �— �-- —� � — � -- -- �-- � � 7 . B P . 1 4 . R . 1 5 — ---_ —_ __ _ _— __—_ _ _ 1 X 1 � -- __ _� � � i _ I_ I � ! � I . �__�- __� �. _. __ !- � --- _ _i � I - � ' - -I �--� � � �- --- j � � ' _' � _ _ _ . _ y _ _ _ . . _ �I _ �_ I I _ _ _. _ _I__ _ _ I_ _ _. -- -- -I J-�II I I _I I��- II I _ _ _� _ ��I - I -' . ��_ _- _ _I�_ �I :- _�_ �- _ - _ _ _ — . _ --- 75 -_ 70 65 -'rT b0 '� 'r 55 i- 50 �-I�_ 45 �� 40 ' 35 �—_ 30 25 -� 20 15 ', 10 _�' 5 _ 0 '� _ 5 - 10 i-� 15 -- 20 - 25 '�-: 30 �_ 35 40 _I� 45 �- 50 55 '-; 60 65 -- 70 _� 75 � � -- _ii i 7 i � � J- i r i J�: . i_ �: �-�- 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-I i I I i I I �_ _ i_ . i _ i _ ._ i _ .-- --i- . __r�_ _ _ _ -: _ _ _ _�_ _ _ _�___ _ �_�I i I i I I i I i ___i i � � i I i __ i _�_ -� -i�- i i �_= i_i_�- ._. � _--i�_ _i -. . i . ._�__ _� . � � � � ��� ��� __ _� � _� �_ __ �� � � ,� � , � �, �, , � �� � ,�I � � � � � � �� � � , � � � � ; � , , , , , � ; �� � � � � , � � � � � � �, �� - i ii ii iii � � � 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 _. � _- -- - I�i - I�i �-- i -- -- - -- - - --- --- - ----- ---- - - - ---- i - i i - - - --- - - i i li i i i i i i i i li i i i i i i li� li� i� I i i i i i i i i i i i i i �i i i i i i i i i i i i i i li li i li li li li i i li i i i i i i i i i i i i i i i i _- L �TT� � � � � � � � � � � � - _ L __ _._ __._. II _._ II II _ _._ _._. __. I I_ �_L _ I I_ I _ J_I J_L _ I_L _ L_I I _ J_L I J_LI_ I_I I. I I I I I I I I I I I I I _. I I I I _' _ I_I I _I I I I I I I_. _._. I _. I I_. I_. _._. I �II I II I II I- II I I I II I_. I I I I I I I I I I I I I I I_ J_I __LI �_ _ __ I I I I I I i ii i i ii ii ii i i ii, i ii iiii iii ill III I I II III III I i i� i�li i li i ilil ii ii i II i I II i ii ii ii I i i i i i III III II I I III Ili iii,i iii,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 � � ��I ��I �I I � ��I ��i � � � � i i_ _ � I � -_ i� i� � i,� ii i, i ii, ii ii i i ii �ii� i�� � � � � � �i i i �i �ii i i � i i i i i i ii� i� i i ii , i � � � � � � ii, i� i_ _ _ . . . . . . . -._I -._ ._ _I_I _ . l . � _ _ _ . __ __ _ _ _ _ _ __ _ I . _._ _ __ -- -- -- _ _ 1 .--- - -- . . - - . . . . . . __ . _ _._I_. _ - - - -- - ---- --- - - - - -- __ _ _ _. _l _. _ _l_IT T_ ___. __ _. _ _. _ _ _l I_ l - l _-- I_ _ -- ---- -- - -.T _ _ - _ - - _ _ . . - . . 1- --- _ l _ -1 - _ - _l - - - - 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 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 i i i i i i i i i i i _ . . ... I' . . I . I � I � . _ --- - -- - I _ I I I . _._. __ ' I - - -- I I _ I I _ _ I I _ I 4 I I_I__ - - - - - '--- . I - - Ir � . � -- � -- -.. . I ... .... ... ... . .I .. l . .., _ __ _ _ _�. _ _ . . __�_ _ _ . . I _ _ _ _ � - � _ �_� J_ 1 I I _ I I _ l _ l 1 l . _ . . l i_ . _ . . 1_ _. . l_ _. _ _l . . _ _ . l � _ ______`._ _ . _ . i _ _ _ --I - I - I- -I I _ I � --- . _ I _ _ __ _- _ I _ I I _1 . . _�_ l _l 1_. . - - - I --- l-- - -- - - � _ _`.-__ _ . �� _ I I � � � � 1 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 . ___ . . l __ l _. ._ l _. . . _ _. �. ___ . _ _ _. l_- _ J L l l l _-_ l_ _ _- l l __ l l l . _ :_ . l . . - . . l l_ _ . l . . l 1 l . . l 1 . . l . _. l _. _ l . . _ _ _ _ . l . _ I _ . l ___ l__ . I . l ___ i _ _ - - _ � _ _ I _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _. . _ _ - - - __ --- . _ _ _ __ __ _ _ _ J J . _ ._ J . J _.__ . J ___ _ : _!_ . . _ . J J_ __ . . J . . J _J_ _!_. . J . _ - -- J J_. _ J . . _ I I I ��� I I I I I I I 1 1 1 1 . 1 1 1 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 . : �_. _� : : I . : I _(. _(_I : I _. . I I . I . : . 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- - - - J-LI- _-1- _I- --- --1 --1- --1- -I- --- --1 --1- --1-� -� I� � I=_.-. 1-L I� ��.-. 1-.-. I � I __I_ . . I__. ._I_I I I I J I _. �I I_._I_I_ �I �-- __.__._I___._I_.__.__L__I_____�._._._____ ___ __ _ _ _______ ___ __ _ _ _______ ___L _ _ J L I _ I I I _ I I I J_ . . _ I _ . J_ 1 J J I J_ . . 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I _. _ ._I = . � I�I I I —� I I � i I I i I I i - � - � 2330 � � � � ��� ��� �; ��y �� �� � �� �� �� � �� �� � ; : �� �� �� � �� �� � � � 2330 � � � � i � � � � �� � � � � ���� ��� � �� : : �___ - � -_ __ __I_ _ -- _ - -- --- _ ----- --- - _ ---_ �_� . � � _. I _._. _ ._. _. i i . _ _. _ _ _ ___ __ _ i i _ i '_. - I �I I I I I �I - i- _ i�� I I I I li ii I i il li I I ii ii III i I i I I i il I I i il ill i I i il lii i I I i i i i I I i ill ii i i i" i i I I i Ili i I Ili I i i�j -i i�.__ I�_ I I I I I I IIIIIIIIIIIII� � � � � � I I I I IIIIII -� i lili ii i I I I I I I II ii i li I i II ii II i I il i il ilii lii ill ill I i il ill ill I i il ili i i i ilil 'i ii i i i I I i i' il ii i i i i I I Ili Ili li i I Ili Ili li'i I �— -- I I I I I I 2325 --- -- -- — ---- -- — — --- — -- — ----- ---- — — ------- _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ --- 2325 ,, , � �� �� �� � � �� ���� ���� �� �� � �� �� � �� ��� � �� � ��� � � � � � � � � � � � ��� �� � �� � � � � �� ��� �� � �� �� ,, __- _:_: �i _: �i I-- I� I - --I-- I I- - - --- ---- - ----- ---- - - - ---- i _: i _: _ i i i i i _: _ :_: i _: _: i _: _ :_: i i_: i i _ i i i _ _ -- --- ! i, ' � � � i � i i i i i i i i i i _. i � ---�i -ii ii-li- " ii �i i i li iiii liili i 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 I i i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 i I I I II� I_ _. _I -- -.- . .-I- - I I- - - --- ---- - ----- ---- - _ ------- � � � ._. I _. _ I_I _I -._. _ ._. _. _. _. _ ._. I _. _ I i I _. - � � _ � � , � 2320 � � � � � �� ��� I�I �� �� � �� �� �� � �� �� � � � � � �� �� �� � �� �� � �_ 2320 � � , , �_ �_� _ . � � --- - -- _ - --- - -- _ ----- --- - II� II� I� � � I i i i I �I I I I III 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 I I i i I i I I i I I I i i I i I I i i i i i i i I I i i i i i i I I i i i i I i i i i i i i i i I I i I I i I i i I I I i I i i I i-. _- -_ ----- \ � � � � --- --- � � \ � _-i —� I �� I I I I IIIIII I I I I I I I I III ` -__ \��` I_'___-' -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 i i i 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 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__ 23/5 —�—: '�_: '�'_��_.__ �, �� ��� ,___ _ —— — — ——________ _________ ____—_ � __ _ _____ __._._ _. ___i i — ——— — ——————— ——————— — 1 23/5 � I �� I� i i i i i I i i , i � i i i i i i � -_li -_-� II I II II_ . 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 II _ �_�__�I i _ �- i _ _ _ � � � � - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - 1_ - - _-- CI _ C - -i - I-i - _ _ - _ fi - - -- -- - - - - - - C. I- . I-- _-. � I � � - - _ � I I I Z . I 1 Z I 1 Z 1 I ? . IZ SI . S. . -I-[ [ [ - - - - - - - - - - - _LI_ I _._ � I_ I_�__I_I_I___I___ ___ __ I I I ___ _ _ _ _ _ _ _ ___ - - - ----- ___ ___ __ _______ _ _ ___ -- -------_._ 1_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_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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� 2290 _ -- _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ _ __ _ _, � , , , , i i_ i � i - --�- _ _ _ _ i _ _ i _ _ _ _ i 1__._i_'-- � � _ _ _ _ _ __ _ _ _ _ __ _ '_ � , - -i�_ _u_� _ 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 i j � i i i i j j i j i i � i i I- � I - - - - - - - i � _ - _ --�-----.-. _ -.-_. . -:- :_:-:-__:-. _ -. _ -_ - _ -. __-. _ -. _ -_ - _ -. __-. _ --_ - - _ -, __-, _ -, - _ ,- _ ,- __-, - - _ - _-- __- --- --- --- _-- __- --- --- --- _-- _ :-: _ _ : - -- -- - - _ _ :-: _ :-: __-° - °-- :- _ :-: _ .-. __.-: - _ : - °-°-- -. __:-. _ _ -_ -__ -. _ -. _ --_ --_ -__ -. _ - _ - - _ -I_---� � I I I I � � _ . . . � -�- - �_I�-�I I�_ ' �_. � _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ . _ _ I _ _ _ I _ _ _ _ I _ _ J_ 1 � � l_ _�I_i _�I_I _ 1 1 1 _ I_ _ _ _ __ I _ _ _ 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 I I I I I _ i _ I _ : _ - -- --- --- - - - --- --- - - _�_ 2285 �� � �� ��� ��� —, _ _ _ _ __ _ _ _ _ __ _ � __ _ _ _ _ __ _ _ _ _ __ __�� � � �� �� �, �� , � �� �� �� � � ��- � - - — — -- — — — — — � 2285 � � ;� , ��, � _ _ _ __ � � � � _ ,� � � „ �� �� �, �� _ �� � �� �, �, � � , _ � �_ ____ _ _ ___:-----:___ ___ __ _ _ ___ ____ ___ __ _ _ ___ ____ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ ___ _ __ ___ _ _ _ ___ ___ ___ _ _ _ ___ _ :_: _ _ : — — — — — ----- —__ � — — — — --_ _ _ _ :_ _ _ __ __ _ ___ _ _ _ ___ __ _ _ _ _ _ i � i 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 ii ii 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 2280 � � _�- _n- � ��� _i- _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ -� -� �-r- -� - - i -- _ - - i - i-- - i --i _ _ i - i-- - i-�- i-i�- i�- � �- i�- i-n- �-i�- i�- i �- ��- i-n- m- -n-i -m�-�-� . ____- � � i-- I ---i=.�l - -I - - - i - - 2280 _�i _• �_ _ u _ _�__ _ ___ __ _ _ ___ ___ _ ___ __ _ _ ___ _ ___ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ __ ___ __i _ _ _ __ _ __ ___ __ _ _ _ __ _ !- - - ! - � - �- - �- - - i _ �___ �_ _ �_ _ _ _� _ _� _ __i _ _ . _ — — — — — — — — — i_ __ _ ___ _�_ � I I � �� I � --_ ! � � I, � I I. i i i' i i i � � i � i i I I I i I I i i i i i i i i i i i I ��� i i ' _ _ _ _ -- ,- � � - � � I [- _.-.� _C _ _ _ _ _ _ _ _ _ _ - - - - . _ _ _ - _ � i i � 1 1-��_ 1 � ��-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 I i �I I i I i i_ ����� �� I � _ - _ _ _ __ _ - _ _ _ __ . _ - _ -- - _ _ _ _ . - - i , ��.��� _ i i i I _ I I_ i i I. iil i I �i il i I' ii i i � II. ii i i li i �j �i� �i j,i __I_1 I �� __ I � _ _ _ __ _ _ _ _ __ _ - - - - - __ I_ i 1 � _�_��_ � � - -- _ _ _ _ .-. �.-.� -.� -�� ._ _� �- -.-`. i �.-._ _ ��-� I �-._ - I- . - _ _ _ _ _ _�. - _�- _ , � � � � � I I�� �� I I I II I I �i I �___I_�__ZI__ZI__ ___�__I___ _�_�_ � _�_ �_� _ �__�____ _�_�_ � _�_ �_� _ �_�_�__�__�_ _�_: _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ __ _ _ _ _� __I_� _�__� ___� _�_ _�_I_�___I__ - I - I _ ____. .�_ . .�_ _ T�. . �._.� _.T_ _L. . _�. .�_ ____ __ . _L._. _ I_. _ __. _L . _ . __ _ __ _!_I__ �_ _- _�_ �_ I-- I-- ---��------ -'-�--- --- 2275 ,��� �, ;, , � � � � , ����� �� �� �� ��� �� ���� � � � � � �� ������ ��� �� ; � ���� 2275 �---�—�-- � � �,____� _�_ �_ � � � � � -- � __� ___ � _ �__ _,__ � � �_ � �_ � � � � � � �_ __ _� _ � _ �_ _, _,_ �_ __ � � � �_ � �_� �____ ___� _ _ � �_ __� � � _�_ _ � �_ —: !_� � T�: —: � � - --- . _ ___ . - - - --- — — — _ �_ � 1 — � � �:_:� � _�: : _�. �__:_: � < < �— — � — — _ — � _ — _ _ _ — _ � i i i _ _ _ _ _ _ i i i �-� � i �-i -� � � i i i i � _ i ___ _. 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I_ . - - - - - - - - - _ __. ._. __ . . _ _ �I _ _ _ _ _ - - _-- _ _ _ ___ __- _-- _ _ _ ___�_ 1_I _ I - � - - �- - . _ I _ . _. � . . _ -C-. -C- __ _ _ I _ �- - - --I_ _ _ I _ _ _ __ __ _ ___ _ _ _ ___ __ _ - - - - - - - - - - ii II. i I. lil. i I I I I I I I ii ii ii ii ii i I li II i I i __i-�� �_. � � _� _� _ _ _ _ _ __ _ _ ___ _ _ __ _ __ _ - - -�- - - � -- - - - � - �-- - � -- �---�---i ---i-�-i--�-�- j �- � �- �-�-- ;-i�- -��- -��- -�i-� - � � � _ _ -�-� _ _ _ _ _ � _ __� _ � - - - -- � - - __ I___ ___ ___ _ I_______ I___ ___ __ _ _ _______ ___ __ _ _ _______ --- - - - --- - - - - - - --- - - - --- -- --- -- --- --- --I- I_ I �, . 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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 . . O 2.5 5 PROJ. REFERENCE NO. SHEET NO. -------�-------- -- -------- --__L___L __L_ _ _______L,___L __L___ _______L,___-----_ __------ -------_ _____---- -------_�__�____�--------�----�—�--�--- !--------�----�—�--�--- -------- -------- -------- -------- ------- --- . .---- -------- --- . .---- ------ � � � � �—_' _— �— --_ _'_ — —L--� ___� � � � � � � � � --__-----�---��_ �. .--__---�___ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ ___ _ _ _ _ _-- _ _ __I _ _ _ _ _ _ _ _ _�_ _� � - - -� �_� � - - -� _� �_ �_ _ _ � �_� �_ _ _ � � _� - _-_�__- , _,_ ___ ___' ___ - -- - Y - - Y -- - - Y - - � � 4 � �_ � ,_�� � �-a , � � , � , � , �-a , �-4 , ? � , a � ,_ , �_� _, � � , +-� � �� � ! -I � ! _, ! �� , �-� � _� , � -�_� 1 7 . B P . 1 4 . R . 1 5 8 X 1 9 -- _ _ I_�__I_�_ I____� _� I_� �__I ___I_� �_�i_�-+i i�i i�_� i-�- i�-+i ��-i-� i i� i i+�- ��--�i_�+i I� �I_I�__,_I�_� I�_I_�_�_�I_I I_I�__I_I� I� N_�_�I I�I_I �_ � _ � � -� �� � � � � � 1��-�� � � ° -�-� � -� r � � k , , r _ , -� ` � I _I � �-_ �- --�--�- � _- - � - _ -- �-_ !� � - -- -�___ _ � -- �� � - __ � -� ; � - -: -� _ _ ,� __ = J _ .I� �_ --- _- _ I� i � i _ _ _ _ �_ 10 � 5 _ _ 0 � _ 5 _-- 10 -�- 15 --- 20 __ 25 - _ � � �_ � � � � ��_ 75 -__= 70 65 - '� ' 60 _'�_ 55 _� . 50 � 45 _il_ 40 � 35 --- 30 - - 25 20 15 � �� - 30 �,�_ 35 __ 40 _�._ 45 __i-. 50 _�_ 55 � 60 65 _ . 70 -'� - 75 =ii ___ - ---_ __ : _' , � �� � _: � _ _ _ _ _i � _ �- � � _ _ _ _ � -__ _ _ _ i _ _ � _ � � � � � ���� �� ��� � � � �� � � � ii�i I�i, � l i� ii�l � I i i �i�i� i� i �i� �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 -1 _ _ _ _ __ _ _ _ _ _-_ - _ _ _ _ , _ _ _, _ _ _ - _ -- �_ I I _ � _ 1 _ I _ 1_� _ I_� _ � _ I_I__ I_I _ I_I I i _ � j _ �__ --'-' ;_: _, ;_:__� - _ . _ _ __ _ _ __ _ _ _ __ _ __ __ ___ _ _ _ _-- --- ---,_ _ _ ___ _ 2275 �� � �� ��� ��� � � _ _ _ ___ _ _ _ ___ - �� � � �� �� �� � � z �� � �� �, � �� � � �� �_ : ; ; �� �� ;; � 2275 � � ;� , ��� � � � � � ,� � � „ �� �� �, ,� ,� „ �� „ „ � � �� �, �; , � , � _ _ - - - - - - _ :_ _ _ __ __ _ ___ _ _ __----__;_ _-�-!-- --- _i :__�_i i i _ :-----i __ ___ __ _ _ _______ __ __ _ _ ___ ____ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ ___ _ __ ___ _ _ _ ___ ___ ___ _ - - ---�- i-i - � - i - --- �- - i-� - � _ _ �_i__ i_i _ i_i i i - i i - i - � - �-i - - --�_� _ i _ i i � _ _ __- � -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -- — - --]- -- -�- -C-- - - - - - - - -- - - � , - - - ,� �- �� i � �—� � _ _ _ _ __ i i - i ii i � i �i �i i �� ��i �� �� i�� � i i ii ii � i - - � � i �—_. — _- - -- -- _ _ _ _ __ _ _ _ _ __ _ __ - - - - -- - - - - -- — - - - - - - - --- - - - - -- - - - - - i i i ii ii ii ii ii ii i i _�_�_. � __ _ _�_____ ___ __ _ _ ____ __ _ _ _ _ ___ __ _ _ : _ _ _ _ _ _ _ _ _ __ _ _ - _ _ _ — --- --- - - _ _ _�_ ._ _ � _ 1 _ - 1_� _ 1_� - � _ ___ ._�_ ._ _ -C_. _C_. _ _ I � �_. _ �_ �_I _ I _ � _ _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ I_�_ � ii ii i - - - I_ I I I I I ii i i I il ii i I li iil ii ii ii II i i li ii i i II I . ! -. . i _- _ - _ _ _ . ___ _ -. _ _ _ . ___ . _ - _ _ _ _ __ , _ - _ _ -___ __ , _ _ _ -__ _ - _ _ - - : _ - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - 2270 I I �� �I- � ��� I � �� �- � I I I I I I I I� I I� I� �� I� 1 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 22T Q 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 � � . � � - , _ _ -- . - 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 � � c � � o� 0 0 0 � � 0 0 � 0 0 c� � � � � � � � � m � � 0 0 � 0 � i c 0 � v � � � i � � L � � U � L � � � � � 0 N � �o N \ � a� c 0 � � 16+00 2300 �ERTICA� CURVE DATA —L— (+)1.2583% (+)3.3400% 229� PI = 16+20.00 EL = 2274.33' VC = 140' 16+50 FILL FACE C� END BENT 1 STAe 16+71e20 —L— _ 228� ��, GRADE POINT EL. 2276.07 ti� ��.. ------ ----------- ----------------------- LOW CHORD _ 227� EL. 2273e24 � 2260 2250 16+00 TO SR 1528 (LITTLE ELLIJAY RD.) N 8° 26' 03.5" W —L— JS SI N w � a � � � VARIES (1'-7"MIN.) BERM (TYPe) VARIES (1'-0" MIN.) EARTH BERM (TYP.) FIX �� � GRADEJ TO DRAIN (TYP.) END BENT 1 W.P. 1 C� FILL FACE END BENT 1 STAe 16+71e20 -L- BEGIN APPROACH SLAB STA.16+60.50 —L— TEMPORARY SHORING � (STAGE 1, TYP.) (TRAFFIC CONTROL DETAIL AND PAY ITEM) � 0 i0, EARTH BERM EL. 2268.00 17+00 SPAN A x� BASE DESIGN (�100) '�� EL. 2276.63 (1•�' �, �� � � ��, 5 YR. WeS. �sX �. — EL.2273e2 � F� WeSe ELe 2269e3 (6/23/16) ��'69 � � Q i -- ���--��� \X � ��----- � � � — UNCLASSIFIED ��' 17+50 VERTICAL CUR�E DATA —�— (+)3e3400% (+)9.489�% PI = 17+70.00 EL = 2279.34' VC = 160' FILL FACE C� END BENT 2 STA.17+43.80 —L— , 18+00 OFFSET 0.127 LT. APPROXe EXISTING GRADE POINT EL.2279.02 GROUNDLINE �, 1'-6" TO UNCLASSIFIED -- ___-- ,� -- EXCAVATION (TYPe) --- �l. --- _— � ________�_-- �C,�% FIX ---------- �C. _— ___-- -�'� 1� 1 � (TYPe) �' EXISTING � EXCAVATION (TYPe) 6'� SUBSTRUCTURE CLASS II (TYP ) RIP RAP (TYP.) SECTION ALONG —L— (SECTION AT END BENTS TAKEN AT RIGHT ANGLES) 72'-7%8" (FILL FACE END BENT 1 TO FILL FACE END BENT 2) ALONG � —L— AND EXTENDED TANGENT 36'-39�6" 36'-39�6" �S CLASS II RIP RAP (TYP.) � LOW CHORD `,�'� i � ELe 2276.06 � �' i� i HP12X53 STEEL PILES (TYP.) END BENT 2 . � O . . o� � � o 00 F� '��o� 0 O O O � � ��q y � � � 0 ��'F ✓s O � �Fi� � �� 0 � O � .�' _�______-- --�----- �` OOo O� \` 17 � 00 \�`�` � � J � �J —� �� \ � \ O O � ID STA.17+07.50 —L— O �, O o �, O O \\ 60 ° —00'-00" EARTH BERM EL. 2268°00 O OO OO O`\ PC STA. 17+34.93 —L— Oo \, 0 00� o � �� 0� 0 a\ s/' � O 0 O O� O ��v O 0 00 O OO l � �� � EARTH BERM EL. 2269.00 HYDRAU�IC DATA DESIGN DISCHARGEe___________________ 900 CFS FREQUENCY OF DESIGN FLOOD:__________5 YRS. DESIGN HIGH WATER ELEVATION:_______ 2273.2 DRAINAGE AREAe ______________________ 7.3 SQ. MI. BASE DISCHARGE (Q100): _______________ 2,400 CFS BASE HIGH WATER ELEVATION: _________. 2276063 O�ERTOPPING DATA OVERTOPPING DISCHARGE: ______________ 1,200 CFS FREQUENCY OF OVERTOPPING: ___________ 10 ± YRS. OVERTOPPING FLOOD ELEVATION:_______ 2275.2 WeP.2C�FILLFACE HORIZONTAL CURVE END BENT 2 ON EXTENDED TANGENT D A T A — L— STA.17+43.80 —L— OFFSET 0.127' LT. PI = 18+81.06 END APPROACH SLAB 0= 50 °-28'-30.3" (RT.) ON EXTENDED TANGENT EXTENDED TANGENT D= 18°-28'-57.0" STA. 17+54.47 —L— L = 273.10' -------- OFFSET 0.617' LT. T= 146.12' R = 310.00' \ �� ` ♦ � � \`` O �,` \ \�� � ���� \, \` \ EXISTING \\\ STRUCTURE --.��_--- -----i � � EARTH BERM � ELa 2269.00 ��. REMOVE EXIST.END— BENT TO AVOID CONFLICT WITH PROPOSED END BENT PLAN (STEEL PILES NOT SHOWN FOR CLARITY) S� 60 ° —00'-00" (TO EXTENDED TANGENT) t�� 18+�0 � IONI pN M SR 1521 �uNT QIN RD.) STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- SHEET 1 OF 2 REPLACES BRIDGE N0.009 � � c � � � 0 0 0 � � � N O O N 0 0 c� � � � N � �o � � � � m � � M 0 0 0 v / C O � v � � � i � a� L � � U � L � � � � � O N \ C,O N \ � a� c 0 � � GENERAL NOTES ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONSe THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1. FOR OTHER DESIGN DATA AND GENERAL NOTES,SEE "STANDARD NOTES" SHEET. FOR EROSION CONTROL MEASURES,SEE EROSION CONTROL PLANS. THE EXISTING STRUCTURE CONSISTING OF (1) 41'-0"± TIMBER FLOOR ON STEEL I—BEAMS SPAN WITH A CLEAR ROADWAY WIDTH OF 24'-0�/2" ON YOUNT MASONRY ABUTMENTS AND LOCATED AT THE PROPOSED STRUCTURE SHALL BE REMOVED IN STAGES.THE EXISTING BRIDGE IS PRESENTLY POSTED FOR LOAD LIMIT. REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATER. THE CONTRACTOR SHALL REMOVE THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION FOR REVIEW IN ACCORDANCE WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.SEE PLAN AND ELEVATION FOR ADDITIONAL NOTEe INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD,THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONSe ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING STRUCTURE AT STATION 17+07.50 —L—e" THE MATERIAL SHOWN IN THE CROSS—HATCHED AREA (ON SHEET 1 OF 2)SHALL BE EXCAVATED FOR A DISTANCE FROM THE CENTERLINE OF ROADWAY OF APPROXIMATELY 20 FT± (LEFT) AND 30 FT± (RIGHT) AT END BENT 1 AND 24 FT± (LEFT) AND 20 FT± (RIGHT) AT END BENT 2 AS DIRECTED BY THE ENGINEER. THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATION.SEE SECTION 412 OF THE STANDARD SPECIFICATIONS. THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC 18 — EVALUATING SCOUR AT BRIDGES"e FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONS. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROADWAY PLANS. TEMPORARY SHORING WILL BE REQUIRED IN THE AREAS INDICATED IN THE PLAN VIEWaFOR TEMPORARY SHORING,SEE SPECIAL PROVISIONS. FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION ACTIVITIES,SEE SPECIAL PROVISIONS. FOUNDATION NOTES FOR PILES,SEE SECTION 450 OF THE STANDARD SPECIFICATIONSe PILES AT END BENT 1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 95 TONS PER PILE. DRILLED—IN PILES ARE REQUIRED FOR END BENT 1vEXCAVATE HOLES AT PILE LOCATIONS TO ELEVe2256e4 FEETe FOR PILE EXCAVATION,SEE SECTION 450 OF THE STANDARD SPECIFICATIONSe DRIVE PILES AT END BENT 1 TO A REQUIRED DRIVING RESISTANCE OF 160 TONS PER PILE. PILES AT END BENT 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 95 TONS PER PILE. DRILLED—IN PILES ARE REQUIRED FOR END BENT 2.EXCAVATE HOLES AT PILE LOCATIONS TO ELEV.2259.2 FEET. FOR PILE EXCAVATION,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. DRIVE PILES AT END BENT 2 TO A REQUIRED DRIVING RESISTANCE OF 160 TONS PER PILE. CONCRETE IS REQUIRED TO FILL HOLES FOR PILE EXCAVATION AT END BENT 1 AND END BENT 2. TOTAL gILL OF MATERIAL REMOVAL OF PILE DRIVING VERTICAL 3'-0" X 2'-0" PILE PILE UNCLASSIFIED BRIDGE HP12X53 RIP RAP GEOTEXTILE GABION EXISTING ASBESTOS CLASS A REINFORCING EQUIPMENT SETUP CONCRETE ELASTOMERIC PRESTRESSED EXCAVATION EXCAVATION STRUCTURE APPROACH STEEL CLASS II FOR RETAINING STRUCTURE AT ASSESSMENT IN SOIL NOT IN SOIL EXCAVATION CONCRETE SLABS STEEL FOR HP12X53 PILES BARRIER �2�_0"THICK) DRAINAGE BEARINGS CONCRETE WqLLS STA.17+07.50 —L— STEEL PILES RAIL CORED SLABS LUMP SUM LUMP SUM LIN. FT. LIN. FT. LUMP SUM CU. YD. LUMP SUM LBS. EAe N0. LIN. FTe LIN. FT. TONS SQ. YDS. LUMP SUM N0. LIN. FT. SQ. FT. 70v0 5 350.0 SUPER— A 1 70v0 6 420.0 STRUCTURE STAGE 2 END BENT 1 STAGE 1 40°0 19.6 1,922 4 4 60.0 262a5 STAGE 2 30°0 21.1 1,988 3 3 45.0 75 83 END BENT 2 STAGE 1 4.0 36.0 18e8 1,850 4 4 60.0 STAGE 2 3.0 27.0 21.9 2,060 3 3 45.0 55 61 TOTAL LUMP SUM LUMP SUM 7.0 133.0 LUMP SUM 81.4 LUMP SUM 7,820 14 14 210v0 140.0 130 144 LUMP SUM 11 770.0 262.5 STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- SHEET 2 OF 2 � � c � � � 0 0 0 � � � M 0 0 � 0 U � � � � N � �o � � � m � � � 0 0 � 0 v � c 0 � v � � 7 / � N L � � U � � � � � � � 0 N \ C,O N \ � a� c 0 � � 1" CONST. JT. 1 1 EXISTING END BENT REMOVE TO EL. 2268' (EB1) EL. 2269' (EB2) 1'-0" 15'-0" (STAGE 1) 11'-3" CLEAR ROADWAY VERTICAL CONCRETE BARRIER RAIL 1%2"MINe � ._ 8�-9�2��± STAGE 1 DEMOLITION —L— & EXTe TAN. 2'-11"± MIN. 4'-4"± MAX. XISTe DECK J JLL DEPTH AW CUT LINE I �IIIl�lll�. I 1 1 I 1 1 iiiiiiiiiiiiiiiiiiiiii. 16' — 3"± 12,_9„+ CLEAR ROADWAY TEMPORARY � GUARDRAIL �a �, � EXISTING � i� SUPERSTRUCTURE '�' �� � ----------------- ------------------�i -- -----r-----�------r-----�------r----,---�� 1 1 I 1 1 1 I 1 1 I 1 1 1 I ---��---��---r'�"----��---��---��---�`----, i STAGE 1A LOOKING UPSTATION (END BENT 1 SHOWN, END BENT 2 SIMILAR) 1. VERIFY EXISTING BRIDGE DIMENSIONS.CONTACT ENGINEER IF FIELD MEASUREMENTS VARY FROM PLAN DIMENSIONSe 2. ANCHOR TEMPORARY GUARDRAIL THROUGH EXISTING BRIDGE DECK AND TOP FLANGE OF STEEL BEAM. 3e SAW CUT AND REMOVE LEFT PORTION OF EXISTING DECK AND END BENTS. PARTIAL DEPTH ASPHALT WEARING SURFACE � , 0.04 � � � � � � I � � I I 1 1 1'-6", 2'-11"± MIN. 4'-4"± MAX. 16,_3„+ 12,_9„+ —L— & I CLEAR ROADWAY � EXT. TAN. TEMPORARY TEMPORARY GUARDRAIL GUARDRAIL �� �� EXISTING � r I SUPERSTRUCTURE '�' �� EXIST. DECK � i --- ------------------ ------------------r� FULL DEPTH �-T- — ---�---,—r----�---�---�-----T--a� SAW CUT LINE ; ; ; i i i i i �---�---�----�---�----�---�---�----� � � � � � EXISTING i � END BENT � i i � 1 � __J � 1 ---------------------------------------------------i1 I ----------------------------------------------------� STAGE 1B LOOKING UPSTATION (END BENT 1 SHOWN, END BENT 2 SIMILAR) 1. CONSTRUCT LEFT PORTION OF PROPOSED BRIDGE. 2. ANCHOR TEMPORARY GUARDRAIL TO NEW BRIDGE. 3. PAVE PARTIAL DEPTH ASPHALT WEARING SURFACE TO THE LIMITS SHOWN. 1" 1'-0" 15'-0" (STAGE 1) 11'-3"CLEAR ROADWAY I ► • • ' • • I • • I • • N 1'-6"� 2'-11"± MIN. 4'-4"± MAX. NOTESo CONTRACTOR TO VERIFY LOCATION AND DIMENSIONS OF EXISTING BRIDGE. STAGED DEMOLITION SHALL BE DETERMINED BY CONTRACTOR AND APPROVED BY THE ENGINEER. DIMENSIONS ARE NORMAL TO � BRIDGE UNLESS OTHERWISE NOTED. 16'-3"± STAGE 2 DEMOLITION —L— & I EXT. TANo EXIST. DECK TEMPORARY FULL DEPTH � GUARDRAIL SAW CUT LINE EXISTING � SUPERSTRUCTURE � il�Ill��llll�lll��Ill rrr�rrr�rrr � i i i i i i � i` i i i � i i � � -------------------------------------------------- STAGE 2A LOOKING UPSTATION (END BENT 1 SHOWN, END BENT 2 SIMILAR) 1. SHIFT TRAFFIC TO NEWLY CONSTRUCTED BRIDGEe 2e REMOVE REMAINDER OF EXISTING SUPERSTRUCTURE AND END BENTSe STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. EXISTING END BENT REMOVE TO ELe 2268' (EB1) ELe 2269' (EB2) 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- SHEET 1 OF 2 � � c � � � 0 0 0 � � � � 0 0 N O U � � � N I �o � � � � m � � � 0 0 � 0 v / C O � v � � � i � a� L � � U � � � N � � � 0 N \ C,O N \ � a� c 0 � � C0� (TYI 33'-�" (FTNAI ) 1" CONST. JTe (TYP.) I i N 1 1'-0" STAGE 2B LOOKING UPSTATION (END BENT 1 SHOWN, END BENT 2 SIMILAR) 1. CONSTRUCT RIGHT PORTION OF PROPOSED BRIDGE. 2. PAVE PARTIAL DEPTH ASPHALT WEARING SURFACE TO THE LIMITS SHOWN. 33'-0" (FINAL) 15'-0" (STAGE 1) 18'-0" (STAGE 2) 1'-0" I 30'-10" (STAGE 3 ASPHALT WEARING SURFACE LIMITS) 15'-5" 1 1,-6„ SEE "3'-0" X 2'-0" PRESTRESSED CONCRETE CORED SLAB UNIT _�_ (SHEET 1 OF 4)" FOR ASPHALT THICKNESS � 0.04 • • • • ' • • I • • I • • I • N � � 15'-5" SEE "3'-0" X 2'-0" PRESTRESSED CONCRETE CORED SLAB UNIT (SHEET 1 OF 4)" FOR ASPHALT THICKNESS FULL DEPTH � ASPHALT WEARING SURFACE 0.04 _ � • • f • • I • • I • • I • • STAGE 3 LOOKING UPSTATION (END BENT 1 SHOWN, END BENT 2 SIMILAR) 1. REMOVE TEMPORARY GUARDRAIL. 2. PAVE FULL DEPTH ASPHALT WEARING SURFACE TO THE LIMITS SHOWN. 1" ICAL CONCRETE IER RAIL (TYP.) VERTICAL CONCRETE BARRIER RAIL (TYPe) STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- SHEET 2 OF 2 � � c � � � 0 0 0 � � � � 0 0 � � � � J I � � N � �o � � � � m � � o� 0 0 � 0 v / C O � v � � � i � a� L � � U � L � N � � � 0 N \ �o N \ � a� c 0 � � �OAD AND RESISTANCE FACTOR RATING C�RFD) SUMMARY FOR PRESTRESSED CONCRETE GIRDERS STRENGTH I LIMIT STATE SERVICE III LIMIT STATE MOMENT SHEAR MOMENT cn o 0 0 � � L.� � H � � H � � H � w O � Z O � p Z O � p Z O I- p m O ^ � Q � L� � C�C� H O� H Q �I..� �� V U �O H� U U l.�p � � Hi-Zi a X �� a o �� �� a o �� a o w v J Q �� � Q(n m(n � J U z+ m(n � J U z+ Q(n m(n � J U�+ H J I- O� �(.� II Q� H� (.� � Zw� H� C � � Zw� p� H� C� � ZW� z J U = N � � z J O � O Z W Q � O Z W Q J O � O Z W Q w W H C� Z � p H H (n W H H� H Z � �� Z � I- H Z � H �- Z W� � 1- H Z 0 �� Z � > 2 H � Z Q Z H � Z > U (n U H Q � (/� L.� Q (/') U H Q � (n L.� Q > U (n U � Q � (n L.� Q � W W W� O O H Q� O H Q H Q Q � H H W� H Q Q � H H W� H Q H Q Q � H H W� O J � �.� U J ���. � J LL � L.� � (n C � 0 J(n � l.� � (n C� � J(n J L.� � L.� � (n C � � J(n U HL-93(Inv) N/A 1 1.06 -- 1.75 Oo248 1014 70' EL 340423 0.655 1.06 70' EL 6.885 0.80 0.248 1.11 70' EL 34.423 DESIGN HL-93(Opr) N/A -- 1e374 -- 1e35 Oe248 1e48 70' EL 34e423 Oe655 1e37 70' EL 6e885 N/A -- -- -- -- -- LOAD HS-20(Inv) 360000 2 1e32 47.508 1.75 0.248 1e48 70' EL 34.423 0.655 1.32 70' EL 6.885 0.80 0.248 1.44 70' EL 34.423 RATING HS-20(Opr) 36.000 -- 1.711 61.585 1.35 0.248 1.91 70' EL 34.423 0.655 1.71 70' EL 6.885 N/A -- -- -- -- -- SNSH 13e500 -- 3.204 43.258 1.4 Oo248 4.12 70' EL 340423 0.655 3.9 70' EL 6.885 0.80 0.248 3.20 70' EL 34.423 SNGARBS2 20.000 -- 2.403 48.063 1.4 0.248 3.09 70' EL 34.423 0.655 2.78 70' EL 6.885 0.80 0.248 2.40 70' EL 34.423 SNAGRIS2 22.000 -- 2.282 50.21 1.4 Oe248 2.94 70' EL 34e423 Oe655 2.58 70' EL 6.885 0.80 0.248 2e28 70' EL 34.423 SNCOTTS3 27.250 -- 1.595 43.463 1.4 0.248 2.05 70' EL 34.423 0.655 1.95 70' EL 6.885 0.80 0.248 1.59 70' EL 34.423 > N SNAGGRS4 34.925 -- 1.339 46.755 1.4 0.248 1.72 70' EL 34.423 0.655 1062 70' EL 6.885 0.80 0.248 1.34 70' EL 34.423 SNS5A 35.550 -- 1.309 46.526 1.4 0.248 1.68 70' EL 34.423 0.655 1.65 70' EL 6.885 0.80 0.248 1.31 70' EL 34.423 SNS6A 39.950 -- 1.203 48°069 1e4 Oe248 1.55 70' EL 34e423 Oe655 le5 70' EL 6.885 0.80 0.248 1.20 70' EL 34.423 LEGAL SNS7B 42.000 -- 1.146 48.129 1.4 0.248 1.47 70' EL 34.423 0.655 1.48 70' EL 6.885 0.80 0.248 1.15 70' EL 34.423 LOAD TNAGRIT3 330000 -- 1.468 48.444 1.4 0.248 1.89 70' EL 34.423 0.655 1.79 70' EL 6.885 0.80 0.248 1.47 70' EL 34.423 RATING TNT4A 33.075 -- 1.475 48.79 1.4 0.248 1.9 70' EL 34.423 0.655 1.74 70' EL 6.885 0.80 0.248 1.48 70' EL 34.423 TNT6A 41.600 -- 1.208 50e272 1e4 Oe248 1.55 70' EL 34e423 Oe655 1e58 70' EL 6.885 0.80 0.248 1e21 70' EL 34.423 N TNT7A 42.000 -- 1.216 51.061 1.4 0.248 1.56 70' EL 34.423 0.655 1.55 70' EL 6.885 0.80 0.248 1.22 70' EL 34.423 � � TNT7B 42.000 -- 1e261 52.955 1e4 Oe248 1.62 70' EL 34e423 0.655 1e44 70' EL 6.885 0.80 0.248 1.26 70' EL 34.423 TNAGRIT4 43.000 -- 1.197 51.476 1.4 0.248 1.54 70' EL 34.423 0.655 1.4 70' EL 6.885 0.80 0.248 1.20 70' EL 34.423 TNAGTSA 45.000 -- 1.128 500745 1.4 0.248 1e45 70' EL 34.423 0.655 1.39 70' EL 6.885 0.80 0.248 1.13 70' EL 34.423 TNAGT5B 45.000 3 1.113 50.088 1.4 0.248 1.43 70' EL 34.423 0.655 1.33 70' EL 6.885 0.80 0.248 1.11 70' EL 34.423 � 0 0 LRFR SUMMARY FOR SPAN `A' LOAD FACTORSo DESIGN LIMIT STATE Y�c Ypw LOAD STRENGTH I 1e25 1e50 RATING FACTORS SERVICE III 1000 1.00 NOTESe MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND SERVICE III LIMIT STATESe ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS REQUIRED FOR DESIGN. COMMENTSo 1. 2. 3. �r Q CONTROLLING LOAD RATING O1 DESIGN LOAD RATING (HL-93) O2 DESIGN LOAD RATING (HS-20) O3 LEGAL LOAD RATING � � �� SEE CHART FOR VEHICLE TYPE GIRDER LOCATION I - INTERIOR GIRDER EL - EXTERIOR LEFT GIRDER ER - EXTERIOR RIGHT GIRDER STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- STDe N0. 24LRFR1_60&120S_70L � � c � � � 0 0 0 � � � c.o 0 0 � 0 � U U � � � � � � � � � � � m � � 0 � 0 � � c 0 � v � � � � � a� L � � U � L � N / � � 0 N \ �o N \ � a� c 0 � � �--i N .� .� 1" .1'-0" �Z �Z �W �W mm mm c� o c� o GW GW � � N o CONST. JT. � � (TYP.) � � 33'-0" 30'-10" (CLEAR ROADWAY) '-0".I 1" 15'-5" 15'-5" -L- & EXTENDED TANGENT � VERTICAL CONCRETE BARRIER RAIL (TYP.) 3�� � 7�/q" Ca� � BRG. FOR DETAILS SEE "VERTICAL CONCRETE 8/ C� � BRGe END BENT 1 BARRIER RAIL SECTION" 6��" C� � BRG. END BENT 2 ASPHALT WEARING � 6�/4" C� � BRGe END BENT 1 SURFACE (SEE GRADE PTe 9�/2" C� � BRG. END BENT 2 0.04 , ROADWAY PLANS) ON -L- Ov04 — O/� /� /� /� /� /� /� /� /� /� /� O `/ / � �/ �� �� �J `.� �,/ �,/ �� `i STAGE 1 SHEAR KEYS TO BE FILLED WITH I„ STAGE 2 SHEAR KEYS TO BE GROUT AFTER FINAL TENSIONING OF 0.6 � L.R.TRANSVERSE FILLED WITH GROUT AFTER STAGE 1 TRANSVERSE STRANDS �CORED SLAB POST�T�ENSIONING STRAND FINAL TENSIONING OF STAGE 2 UNIT #5 IN 2/2 Q� HOLE TRANSVERSE STRANDS 3'-0" 15'-0" (STAGE 1) I 18'-0" (STAGE 2) 16'-6" ��� 16'-6" 11 PRESTRESSED CONCRETE CORED SLAB UNITS = 33'-0" �--� N � � �z �z �w �w mm mm C3� p C3� p @w @w �� \\ o r� � � � � �O � N � HOLE �^" TRAN � � � � ASPHALT THICKNESS SHowN IS FOR HALF SECTION HALF SECTION o THE FINAL CONDITIONeFOR ASPHALT THROUGH VOIDS T Y P I C A L S E C T I 0 N AT INTERMEDIATE DIAPHRAGMS ,� THICKNESS AT STAGES, SEE 'BRIDGE STAGING PLAN"SHEETSe �- THE MAXIMUM BARRIER RAIL HEIGHT AND ASPHALT THICKNESS IS SHOWNeTHE HEIGHT OF THE BARRIER RAIL AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE BARRIER RAIL FOLLOWS � CORED SLAB UNITS ARE NUMBERED THE PROFILE OF THE GUTTERLINE.FOR RAIL HEIGHT DETAILS AND ASPHALT THICKNESS,SEE THE F I X ED EN D FROM LEFT TO RIGHT,LOOKING ��VERTICAL CONCRETE BARRIER RAIL SECTION" DETAIL. UPSTATION. , „ ASPHALT 3-0 WEARING 2�/2" � DOWEL HOLE 3'-0" 1'-6" 1'-6" SURFACE 10„ 1, 4„ 1 �„ 10 �� 1 � _ 4 �� 1 � �� , --- ---- --- ---- --- ---- --- ---- --- -- _ � �� 3" 11" 4" 4" 11" 3" ''� ;� #5 S12 #�� �� �) i i VOIDS� r----- 4 B �rJ ,N 33�s° CLe #4 „B„ 12" Q� VOIDS � ;� „i i i � N ! 6,� � � 3" 3" " i •-----------1 � . .> ��`- � 1'-1��2" i ----- � ' I I . �:: °�: . . ; , '- � o . � � I SEE '�BRIDGE � ��. i � � ...... ... . . .. � ! ' : :.�. ..,. . .. I. . . .<: .. ��, APPROACH SLAB' ��'�•. ' i � . . .. .o . : . , ... � � �:: ---- ---- --- -- -------- �°..o ...o�..�o,.. ' `� � SHEET FOR DETAILS �� � � O �, , , � . .. , � — -I- I � `�' o . � � , � � \ N .-� 2 LAYERS OF 30 LB. i � o� �o � � ::;. '� N o #4 S11 • ��� :: ROOFING FELT TO ; � �� — � .< � • • • : .. .'... •.� .' I � �°� P�: �, • � • �• �•.e.:::;�:e :.��:��:.. . 2 SPA. PREVENT BOND. ; ; N o #4 S11 . • • • • '� ��`�� � � �" �� � 2" CTS. ! _ ` , ELASTOMERIC 1�/2" � BACKER ROD ' ,,-- ,_ _� BEARING PAD iN ' `''_ -- '�- ___ -- �, .:e�;°:..�:`:.:.::;:..:,.:;.�. ♦ 3„ „ 5„ 3„ N SEE "END BENT„ �3�� 12" � VOIDS 3�� I� 2 SPA. 6 SPA. 2 SPA. & 6gDOWELS SHEETS FOR DETAILS I� C� 2" CTS. C� 2" CTS. C� 2" CTS. INTERIOR SLAB SECTION (EXCEPT CoSoUe 5) S EC T I 0 N A T EN D B EN T E X T E R I 0 R S L A B S E C T I 0 N (27 STRANDS REQUIRED) (FOR PRESTRESSED STRAND LAYOUT, SEE 3�_�„ 3�8„ INTERIOR SLAB SECTION.) 1'-6" 1'-6" PERMITTED THREADED INSERT � 3'-0" CAST IN OUTSIDE FACE OF 1'-6" 1'-6" 10" 1'-4" 10" EXTERIOR UNIT AND o° e o; .°. °. ,, g�/2" g�/2" g�/2" g�/2" ANCHOR ASSEMBLY FOR 3�� 1 1" 4" 4" 11" 3" DETERMINED8". SIZE TO BE •° �.° .° ,`.° '� � .o.eee. � � �� TEMPORARY GUARDRAIL # �� �� °°�. ° D � °°` � � 2�2 � 1'-2" 4" 4" 1'-2" 4 B #3 BARS PLACED AS BY CONTRACTOR. �, DOWEL (SEE SHEET 3 OF 4 a,°°� FOR DETAILS) � 11" � 1'-2" 11" � SHOWN (AS NEEDED) °°°°� e � HOLES � i 3„ . . . . . . ° � � ° � N 3„ #5 S10 � 1" I CL ( . o. °°• • •°° e Q� a°o ° s # � J 1 O ` � a ° s � , . ' � s , e p.. . e� � . � e e � e \ � I .j I � aa • � D • � ' D � °• D • � • . .v� e a � � M ' I• 'I I� •I ' • � o ° . . • ° � .. • ' I' .�° . .• °�: •� � � . 1���� \ N a • . . • ° � ° .Q , . . . v I � .�� ��� �. ��� ��. � � I � o #4 S11 � �°�� VOIDS ,Y-, a ; ° . �, o . ° : • . � • ; 3 i� �i i���i i . . . �' �4,� #5 S15 ° I ,�. .�: .�� .. � #5 S15 # N � � °a : ' v s o ° ° • • o . S 14 0 'o v #5 S10 � � �I ���. �. � . � . �� � � � #4 ��B„ � . . . :. ���� 2 SPA. ° � �� � �� .� ° � S H E A R K E Y D E T A I L , .� .�.�..e. �'• C� 2" CTS. ° �. .�. .�� �� � .. . . :�� ��:` � �:�: � �' � '��� � � � �� ' �'� � � NOTEe OMIT SHEAR KEY ON OUTSIDE FACE �o:�. ������: +.�....'�:.;:��.;.�.` �+.�� 0O „ „ „ „ N THREADED INSERT DETAIL oF EXTERIOR CORED SLABS. 3 3 �,� 1" CL. " 5 S10 6" 2 SPAo 6 SPA. 2 SPA. 6 # C� 2" CTS. C� 2" CTS. C� 2" CTSe EN D EL EV A T I 0 N INTERIOR SLAB SECTION �CoSoUo 5 ONLY) O BOND SHALL BE BROKEN ON THESE STRANDS FOR A (27 STRANDS REDUIRED) DISTANCE OF 10'-0" FROM END OF CORED SLAB UNIT. SHOWING PLACEMENT OF DOUBLE STIRRUPS THE #3 BARS ARE INCIDENTAL AND THE COST SEE STANDARD SPECIFICATIONS,ARTICLE 1078-7. AND LOCATION OF DOWEL HOLES. SHALL BE INCLUDED IN THE PRICE BID FOR (STRAND LAYOUT NOT SHOWN.) PRESTRESSED CONCRETE CORED SLABS Q BOND SHALL BE BROKEN ON THESE STRANDS FOR A INTERIOR SLAB UNIT SHOWN-EXTERIOR SLAB DISTANCE OF 12'-0"FROM END OF CORED SLAB UNIT. UNIT SIMILAR EXCEPT SHEAR KEY LOCATION. O o 6�� � L O W SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7. RELAXATION STRAND LAYOUT DEBONDING LEGEND � 4„ 5i/4„ X 1p��4„ ��4�� OUTSIDE FACE � 5„ ` OF EXTERIOR FILL RECESS .-� CORED SLAB � WITH GROUT o °ao°�o °oV°�$PDO°o � °° ao� . °opo D° oQ � °� DO \ STRAND VISE a °° v op po � D Ioo 5/8" x 5" x 10" I� 0.6" �S L.R. TRANSVERSE POST-TENSIONING STRAND SHEATHED WITH A NON-CORROSIVE PIPE. ELEVATION VIEW SECTION B-B CORED SLAB UNIT #1 �HOLES FOR TRANSVERSE STRAND � 0.6"Q� L.R. TRANSVERSE POST-TENSIONING STRAND SHEATHED WITH A NON"CORROSIV,E PIPEe /8 x 5 x 5 I� ---- --------- - a�,� � � � - ' ' ° 1 1 � � � �o � � � � 1 I -- , � I � � I 1° ____' I I �____ __ STRAND �a I I�aao `r VISE �a °a o ° n do°o°o°�oD°o od o° � � FILL RECESS C C RIGHT SIDE FACE � 5i/4„ ��4" WITH GROUT 1'-3" 4" OF CORED SLAB ��4�� ELEVATION VIEW SECTION C-C CORED SLAB UNIT #5 HOLE FOR � 0.6" �S LeR. TRANSVERSE TRANSVERSE POST-TENSIONING STRAND STRAND SHEATHED WITH A NON-CORROSIVE PIPE. ----i i i-------- o�� � 5�a�� X 5�� X 5�� �' — � ° 8ao°o � i i o 0 — ---' � �---- -- � ° ° STRAND VISE D° � �o � o oa � o0 �o°o o �'o� D oQDo°Qo°� do o d o°o OUTSIDE FACE � o �, FILL RECESS D �� D „ ��4 WITH GROUT 4 OF EXTERIOR S��Q CORED SLAB ��4�� ELEVATION VIEW SECTION D-D CORED SLAB UNIT #11 GROUTED RECESS AT END OF POST—TENSIONED STRAND CORED SLABS (SEE SHEET 2 OF 4 FOR LOCATIONS) STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 —L— SHEET 1 OF 4 � � � 0 N � �o N \ � a� c 0 � � #5 S12 & — #5 S13 0 � , � � � 0 i � � �� � � H z � m � Q � � o a 0 0 w � � o � c� Q w w J � U W �-- � � U � z ;' 0 0 � 0 w � � w � � � w � � � � � #4 „S„ � • . 3'-11" . . . 23'-4" 3'-5" SPL E (TYPJ 12—#5 B25 IN VERTICAL CONCRETE BARRIER RAIL (2 BAR RUNS) SEE DETAIL "B" 23'-4" 12—#5 B25 IN VERTICAL CONCRETE BARRIER RAIL (2 BAR RUNS) SEE GROUTED RECESS DETAILS ON SHEET 1 OF 4 (TYPe) � 23'-4" 12—#5 B25 IN VERTICAL CONCRETE BARRIER RAIL (2 BAR RUNS) #5 S12 & #5 S13 � � .���� � � .���� GUTTERLINE \ �``\�� � �`���� #4 ��S" • � 0.6" Q� L.R. TRANSVERSE ��.� 1'-3" ��\\��\ 1'-3" 12�� Qs VOIDS • POST—TENSIONING STRAND q�%���;, q��`���� (TYP. EAe SLAB UNIT, 3'-0" IN 2�/2" Qs HOLE (STAGE 1, TYPe) � � EXCEPT UNIT #5) • �--------------------� ���� �-----------------------, ���� r------ — -----------� . �--------------------� `;;;, �-----------------------� `�;;, L-------- -----------� -, ���� �-----------------------, ���� �-------- -----------, � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J . `--------------------� �°��` �-----------------------� �`;�;� L--------- �— �� � \4" �— �� I �4„ REC SS RDETAEILS (TYP�. UNIT S 3'-11" 1 3 �\\\\\\ 1 3 `�\�\\ ON SHEET 1 OF 4 #5 ONLY) ���� ����������������������� \\\\ (TYPa/ \ �� \ �� �--------------------J ,,,� �-----------------------J �,,� ----------- --------� . �--------------------�;\\ -----------------------�;\,� ---------- ---------, — - — --------------------������-----------------------� �,��-------------------- • II 4" �fi1" 4" %4"CHAMFER ,o � . . . . . . . . . #5 S12 & #5 S13 SEE DETAIL "A" (TYP.) 6" — # q „S„ _—_� � 2'/2" � DOWEL HOLES —#4 S18 (IN PAIRS) �#4 S17 (IN PAIRS) �#4 S16 (IN PAIRS) I ,� � I 2 2 I I #4 "S" BARS SPLAYED C� APPROX. EQe SPA. �6"� 1'-3" \ 12—#5 B25 IN � VERTICAL CONCRETE BARRIER RAIL (2 BAR RUNS) �v ip l, I J. . 8—#5 S12 C� 6" CTS. _ �_ _ 23,_4„ 1'-3" � Oo6" � L.Ro TRANSVERSE POST—TENSIONING STRAND IN 2�/2" Qs HOLE (STAGE 2, TYP.) 1,_g„ SPLICE ��� 1, _ g„ �� �; , SPLICE . . . . . . . #4 B22 (TYP.)— �� (3 BAR RUNS) �� `���_ GUTTERLINE . / . 12—#5 B25 IN ��/2" EXP. JT. VERTICAL CONCRETE SEE GROUTED MAT'L.IN RAIL BARRIER RAIL RECESS DETAILS (TYP.) (2 BAR RUNS) ON SHEET 1 OF 4 (TYPe) #4 "S" PAIRS (SPACED AS SHOWN IN DETAIL "A") (TYPe EA. UNIT) I I 77-#5 S12 (SPACED AS SHOWN IN DETAIL ��A") (TYP. EA. EXT. UNIT) 77-#5 S13 (SPACED TO MATCH S12 IN VERTICAL CONCRETE BARRIER RAIL) 23'-4" 70'-0" #4 S11 (IN PAIRS) 12"Qs VOIDS #4 S11 PAIRS C� 10"CTS. #5 S12 (� 1'-0"CTSo DETAIL ��A" (SIMILAR EACH END OF UNIT) NOTE:EXTERIOR UNIT SHOWN — INTERIOR UNIT SIMILAR EXCEPT OMIT #5 S12 BARS. PLAN OF UNIT � �/2" EXPe JT. MAT'L. IN RAI �.� 23,_4„ � 23,_4„ 2 7/a„ 27/s" _� �_ ��� . — — — — — — — — — \ \\\ — — — — — — — — — — � �� � � \ \� \ \ � ---------� �� �\�\\ `---------- � � � —� \ ������` �' r------- � 0.6" Qs L.Re TRANSVERSE �\�� ���2I2 I POST—TENSIONING STRAND �� � � IN 2�/2" QS HOLE � ,`� ���� � , � �; � ------------J 2�2 , �,��� �-------- �.\ � \�\� DETAIL ��B" #4 S11 BARS MAY BE SHIFTED AS NECESSARY TO MAINTAIN 1"CLEAR TO GROUTED RECESS AND 2�/2"� TRANSVERSE POST—TENSIONING STRAND HOLES EXTENDED TANGENT _�--- -- 60 ° -00'-00" (TYP.) 12-#5 B25 IN� VERTICAL CONCRETE BARRIER RAIL (2 BAR RUNS) #5 „B„ BARS IN VERTICAL CONCRETE BARRIER RAIL 23'-4" 6" STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED #5S12& #5 S13 PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- SHEET 2 OF 4 � � c � � � 0 0 0 � � �o 0 0 M 0 � U U � � � � � � � � � � � m � � � 0 0 v � c 0 � v � � � � � a� L � � U � L � � � � � O N \ C,O N \ � a� c 0 � � � 1" Ql ANCHOR BOLT (1 #3 BARS (AS NEE � 11�� ��_��� ���� F11V1i1 IVI\ /iJJLIVIUL I SECTION A-A (SHOWING PLACEMENT OF ANCHOR ASSEMBLIES) )RARY )RAIL NOTEe THE #3 BARS ARE INCIDENTAL AND THEIR COST SHALL BE INCLUDED IN THE PRICE BID FOR THE PRESTRESSED CONCRETE CORED SLAB. � ANCHOR ASSEMBLY (TYPe) 2�-105�s„ 6'-3" (TYPe) v- 1,_2„ N . N #3 BARS PLACE AS SHOWN (AS NEEDED) q„ 2„ 2„ � ANCHOR � � I ASSEMBLY , SIDE VIEW PLAN �/a" (TYP.) � � ANCHOR ASSEMBLY � 0.375" QS — WIRE STRUT � (TYPe) T"�r•�ED STEEL FERRULE TO ' Qs x 2�/4" BOLT WITH WASHER ELEVATION .P.We (TYPe) TEMPORARY GUARDRAIL ANCHOR ASSEMBLY (11 ASSEMBLIES REQUIRED IN CORED SLAB UNIT 5, 4 ASSEMBLIES RE�UIRED IN APPROACH SLABS) 70'-0" � C.S.U. 5 ANCHOR ASSEMBLY FOR TEMPORARY GUARDRAIL (TYP.) 11 ANCHOR ASSEMBLIES C� 6'-3" FOR TEMPORARY GUARDRAIL = 62'-6" PLAN OF CORED SLAB UNIT #5 (SHOWING LOCATION OF ANCHOR ASSEMBLIES) (FOR ANCHOR ASSEMBLY SPACING ON APPROACH SLABS,SEE 'BRIDGE APPROACH SLAB FOR PRESTRESSED CONCRETE CORED SLAB UNIT".) ANCHOR ASSEMBLY NOTES THE TEMPORARY GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF THE FOLLOWING COMPONENTS: A.FERRULES SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF AASHTO M169,GRADE 12L14 AND SHALL HAVE A MINIMUM LENGTH OF THREADS OF 2%2"e B. 4— 1" i� x 2�/4" ANCHOR BOLTS WITH WASHERS. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307.BOLTS AND WASHERS SHALL BE GALVANIZED.(AT THE CONTRACTOR'S OPTION,STAINLESS STEEL BOLTS MAY BE USED AS AN ALTERNATE FOR THE 1" Qs x 2�/4" GALVANIZED BOLTS AND WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307.THE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEER.) CeWIRE STRUTS SHOWN IN THE ANCHOR ASSEMBLY FOR TEMPORARY GUARDRAIL DETAIL ARE THE MINIMUM ALLOWABLE SIZE AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF 100,000 P.S.I. TEMPORARY GUARDRAIL ANCHOR ASSEMBLY WITH BOLTS SHALL BE ASSEMBLED IN THE SHOP.BOLT THREADS MAY BE RECUT AS NECESSARY TO ENSURE FIT. THE COST OF THE TEMPORARY GUARDRAIL ANCHOR ASSEMBLY,COMPLETE IN PLACE,SHALL BE INCLUDED, AS APPLICABLE, IN THE UNIT CONTRACT PRICE BID FOR 3'-0" x 2'-0" PRESTRESSED CONCRETE CORED SLAB OR LUMP SUM FOR THE APPROACH SLABSe FERRULES TO BE PLUGGED DURING CASTING OF THE CORED SLAB UNITS OR POURING OF APPROACH SLABS AS RECOMMENDED BY THE MANUFACTURER. AT THE CONTRACTOR'S OPTION,FERRULES WITH OPEN OR CLOSED ENDS MAY BE USEDo PAYMENT FOR THE TEMPORARY GUARDRAIL,POST AND POST BASE PLATES IS INCLUDED IN THE TRAFFIC CONTROL PLANS. ONCE TEMPORARY GUARDRAIL HAS BEEN REMOVED,COMPLETELY FILL ANCHOR ASSEMBLY HOLES WITH AN NCDOT APPROVED,NON—SHRINK,NON—METALLIC GROUT,OR AS DIRECTED BY THE ENGINEER. A A 4,_7,�R„ STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: SHEET 3 OF 4 17+07.50 -L- � � c � � � 0 0 0 � � � o� 0 0 � � 0 � U U � � � � � � � � � � � m � � ti O O Q / c 0 � v � � � � � a� L � � U � L � � i � � 0 N \ � N � � a� c 0 � � � � a _ � � a w z H J � W � � � c� w w � � W H � a > � � BEARING PAD $„ 4" 4" � I � 1" Q� HOLES BEARING PAD — TYPE I — FIXED END ( TYPE I— 22 REQ' D) ELASTOMERIC BEARING DETAILS ELASTOMER IN ALL BEARINGS SHALL BE 60 DUROMETER HARDNESS. BILL OF MATERIAL FOR ONE 70' CORED SLAB UNIT EXTERIOR UNITS INTERIOR UNITS INTERIOR UNIT C.SeU. 1& 11 CeS.U. 2-4 & 6-10 C.S.U. 5 BAR NUMBER SIZE TYPE LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT B22 6 #4 STR 24'-6" 98 24'-6" 98 24'-6" 98 S10 8 #5 3 5'-0" 42 5'-0" 42 5'-0" 42 S11 174 #4 3 5'-10" 678 5'-10" 678 5'-10" 678 � S12 79 #5 1 5'-11" 488 S14 4 # 4 4 5'-11" 16 5'-11" 16 5'-11" 16 S15 4 #5 3 7'-1" 30 7'-1" 30 7'-1" 30 S16 4 #4 3 5'-11" 16 5'-11" 16 5'-11" 16 S17 4 #4 3 6'-1" 16 6'-1" 16 6'-1" 16 S18 4 #4 3 6'-3" 17 6'-3" 17 6'-3" 17 REINFORCING STEEL LBS. 913 913 913 � EPDXY COATED REINFORCING STEEL LBS. 488 7000 P.S.I. CONCRETE CU. YDS. 12v0 12.0 13.1 0.6"QS L.R. STRANDS No. 27 27 27 GUTTERLINE ASPHALT THICKNESS & RAIL HEIGHT ASPHALT OVERLAY THICKNESS � RAIL HEIGHT � BRG. EB1 C� MID—SPAN � BRGa EB2 � BRGe EB1 C� MID—SPAN � BRGo EB2 STAGE 1 83�s�� 3�2�� 6�s�� 4�-23�s�� 3�-9��2�� 4�—���s„ STAGE 2 6��4�� 3�2�� 9�2�� 4�-0��4�� 3�-9��2�� 4�-3��2„ w � m a � � _ c� H W _ J H a � � � � w z � U H 2 � � ASPHALT THICKNESS SHOWN IS FOR THE FINAL CONDITION.FOR ASPHALT THICKNESS AT STAGES,SEE "BRIDGE STAGING PLAN" SHEETSe 1'-0" 1" 10" 1" � � L � J n `PLAN OF �-���� �. ��. UNl I�� r uK �PACING SECTION THRU RAIL SECTION S-S AT DAM IN OPEN JOINT (THIS IS TO BE USED ONLY WHEN SLIP FORM IS USED) � �/2" EXPe JT. MAT'L — HELD IN PLACE WITH GALVANIZED NAILS. (NOTE: OMIT EXPe JTe MAT'L. WHEN SLIP FORM IS USED) � �S CHAMFER_I�I _'/a" �a�� I�I_CHAMFER CONSTe JT: CORED SLABS REQUIRED N�TMBER NUMBER LENGTH ENGT H EXTERIOR C.S. 1 70'-0" 70'-0" 1 INTERIOR C.S. 3 70'-0" 210'-0" INTERIOR C.S. 1 70'-0" 70'-0" W/ 10" Qs VOIDS TOTAL 5 — 350'-0" EXTERIOR C.S. 1 70'-0" 70'-0" 2 INTERIOR C.S. 5 70'-0" 350'-0" TOTAL 6 — 420'-0" �$ ELEVATION AT EXPANSION JOINTS VERTICAL CONCRETE BARRIER RAIL DETAILS FIELC #5 � � BAR TYPES 7„ S18 3� S17 2'-11" S16 2'-9" S15 1'-8� " S11 2'-8" S10 2'-0" � � � 6" NOTES ALL PRESTRESSING STRANDS SHALL BE 7—WIRE LOW RELAXATION GRADE 270 STRANDS AND SHALL CONFORM TO AASHTO M203 EXCEPT FOR SAMPLING REQUIREMENTS WHICH SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. ALL REINFORCING STEEL CAST WITH THE CORED SLAB SECTIONS SHALL BE GRADE 60 AND SHALL BE INCLUDED IN THE UNIT PRICE BID FOR :,� PRESTRESSED CONCRETE CORED SLABSe � � RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER THE TENSIONING OF THE STRANDS. THE 2�/2"Q� DOWEL HOLES AT FIXED ENDS OF SLAB SECTIONS SHALL BE FILLED WITH NON—SHRINK GROUT. 1'-6" ALL BAR DIMENSIONS ARE OUT TO OUT DEAD LOAD DEFLECTION AND CAMBER 3'-0" x 2'-0" 70' CORED SLAB UNIT 0.6" QS L.R. STRAND CAMBER (SLAB ALONE IN PLACE ) 2" � DEFLECTION DUE TO �4„ + SUPERIMPOSED DEAD LOAD� FINAL CAMBER 1�/4" � �IeIF INCLUDES FUTURE WEARING SURFACE BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL BAR BARS PER PAIR OF EXTERIOR UNITS TOTAL N0. SIZE TYPE LENGTH WEIGHT 70' UNIT �B25 144 72 #5 STR 13'-8" 2053 � S13 158 158 #5 2 7'-2" 1181 � EPDXY COATED REINFORCING STEEL LBS. 3234 CLASS AA CONCRETE CU.YDS. 19v0 TOTAL VERTICAL CONCRETE BARRIER RAIL LN.FT. 140.0 1'-0" 1" 10" 1" FIELD BEND '`B" BARS � END VIEW END OF FIEL CU1 #5 S 2,_�„ 4-#� �1 � F,� 4-#� �1 � #� �1 � R� �1 � RAIL IrVIYJ � e v i. SIDE VIEW DETAILS THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF TYPE M BOND BREAKER.SEE SECTION 1028 OF THE STANDARD SPECIFICATIONS. WHEN CORED SLABS ARE CAST,AN INTERNAL HOLD—DOWN SYSTEM SHALL BE EMPLOYED TO PREVENT VOIDS FROM RISING OR MOVING SIDEWAYS.AT LEAST SIX WEEKS PRIOR TO CASTING CORED SLABS,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND COMMENT,DETAILED DRAWINGS OF THE PROPOSED HOLD—DOWN SYSTEM.IN ADDITION TO STRUCTURAL DETAILS, LOCATION AND SPACING OF THE HOLD—DOWNS SHALL BE INDICATED. THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE CORED SLAB UNIT SHALL BE DONE WHEN THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF NOT LESS THAN THE REQUIRED STRENGTH SHOWN IN THE "CONCRETE RELEASE STRENGTH" TABLE. ALL REINFORCING STEEL IN VERTICAL CONCRETE BARRIER RAILS SHALL BE EPDXY COATED. PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE CORED SLAB UNIT ENDS. APPLY EPDXY PROTECTIVE COATING TO CORED SLAB UNIT ENDS. GROOVED CONTRACTION JOINTS,�/2" IN DEPTH,SHALL BE TOOLED IN ALL EXPOSED FACES OF THE BARRIER RAIL AND IN ACCORDANCE WITH ARTICLE 825-10(B)OF THE STANDARD SPECIFICATIONSeA CONTRACTION JOINT SHALL BE LOCATED AT EACH THIRD POINT BETWEEN BARRIER RAIL EXPANSION JOINTS. ONLY ONE CONTRACTION JOINT IS REQUIRED AT MIDPOINT OF BARRIER RAIL SEGMENTS LESS THAN 20 FEET IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS THAN 10 FEET IN LENGTHe FLAME CUTTING OF THE TRANSVERSE POST—TENSIONING STRAND IS NOT ALLOWED. THE #4 S11 STIRRUPS MAY BE SHIFTED AS NECESSARY TO MAINTAIN 1" CLEAR TO THE GROUTED RECESS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR THE CONTRACTOR TO ATTACH FALSEWORK AND FORMWORK DURING CONSTRUCTION. THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS SHALL BE SIZED BY THE CONTRACTOR,SPACED AT 4'-0"CENTERS AND GALVANIZED IN ACCORDANCE WITH SECTION 1076 OF THE STANDARD SPECIFICATIONS. STAINLESS STEEL THREADED INSERTS MAY BE USED AS AN ALTERNATE. THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE CONTRACTOR IMMEDIATELY FOLLOWING REMOVAL OF THE FALSEWORK. THE COST OF THE PERMITTED THREADED INSERTS SHALL BE INCLUDED IN THE PRICE BID FOR THE PRECAST UNITS. GRADE 270 STRANDS 0.6" Qs L.R. AREA 0.217 ( SQUARE INCHES ) ULTIMATE STRENGTH 58,600 ( LBS. PER STRAND ) APPLIED PRESTRESS 43,950 ( LBSe PER STRAND ) STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CONCRETE RELEASE STRENGTH UNIT PSI 70' UNITS 5500 PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: SHEET 4 OF 4 17+07.50 -L- � � � 0 N \ C,O N \ � a� c 0 � � � GUARDRAIL ANCHOR ASSEI � 1%16" Qs HOLES ( �/4" HOLD—DOW 11" 4„ 4„ PLAN \ � ,� \ M M � Ih �/4" HOLD—DOWN I� � GUARDR� ANCHOR ASS � � � ----------------- ----------------- SECTION E-E E i�.�-�r.T.��r.n�.i�N■r.�-�.�-���.��r�er.1-� � 7/$" QS X 1'-2" BOLT WITH ROUND WASHERS (TYP.) � GUARDRAIL ANCHOR ASSEMBLY � ;� 1�/4" Qs HOLE �' (TYP.) SLAti FINISHED GRADE GUARDRAIL ANCHOR ASSEM BLY DETAILS ELEVATION PLAN LOCATION OF ANCHORS FOR GUARDRAIL END BENT #1 SHOWN, END BENT #2 SIMILAR. NOTES THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A�/4" HOLD DOWN PLATE AND 7— 7/8" � BOLTS WITH NUTS AND WASHERSe THE HOLD—DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36oAFTER FABRICATION,THE HOLD—DOWN PLATE SHALL BE HOT—DIP GALVANIZED IN ACCORDANCE WITH AASHTO M111. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M291. BOLTS,NUTS AND WASHERS SHALL BE GALVANIZED. (AT THE CONTRACTOR'S OPTION,STAINLESS STEEL BOLTS,NUTS AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE 7/$" Q� GALVANIZED BOLTS, NUTS AND WASHERS.THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL REQUIREMENTS OF ASTM A307eTHE USE OF THIS ALTERNATE SHALL BE APPROVED BY THE ENGINEERe) THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH GUARDRAIL IS TO BE ATTACHED TO THE END OF BARRIER RAIL.FOR POINTS OF ATTACHMENT,SEE SKETCHe AFTER INSTALLATION,THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A SHARP POINTED TOOL. THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR VERTICAL CONCRETE BARRIER RAIL. THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE VERTICAL CONCRETE BARRIER RAIL TO CLEAR ASSEMBLY BOLTS. THE 1�/4" Qs HOLES SHALL BE FORMED OR DRILLED WITH A CORE BITe IMPACT TOOLS WILL NOT BE PERMITTEDe ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. EDGE OF SLAB � � EDGE OF SLAB SKETCH SHOWING POINTS OF ATTACHMENT � DENOTES GUARDRAIL ANCHOR ASSEMBLY STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- STDo NOo GRA3 � � � 0 N \ C,O N \ � a� c 0 � � POUR # UPPER P� OF WIN( POUR #1 CAP, LOWEf PART OF WIN( CONCRETE COL EL. 2276e77 — TOP OF WING (LEVEL) ELe 2266.77 — BOTTOM OF CAP & WING #4 S1 & S2 — (TYP. EA. END) ELe 2273.77 $„ (TYP.) � HP 12 X 53 STEEL PILES i F i L I I r I F i L � #4 B3 UNDER #4 B2 OR — #4 B5 OVER PILES C� 4'-0" CTS. (12 REQ'D) 4—#9 B1 r#4 B2 (EA. FACE) 4'-0" MIN. EMBEDMENT (TYP.) � (TYP.) 5'-10" � 8—#4 S3 (TYP. EAe PILE) 8—#4 S1 & S2 C� 8" CTS. (TYP. BAYS 1-3) 5'-10" 7„ (TYP.) O MECHANICAL REBAR SPLICE (TYP.) EL. 2273.47 CONST. JTe 4—#4 B2 (OVER PILES) I SEE DETAIL "A" FOR STIRRUP LAYOUT I 5'-10" �O a�,_�„ NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS. THE CONCRETE IN THE SHADED AREA OF THE WING SHALL BE POURED AFTER THE VERTICAL CONCRETE BARRIER RAIL IS CAST IF SLIP FORMING IS USED. FOR PILE SPLICE DETAILS,SEE SHEET 4 OF 4. FOR WING DETAILS,SEE SHEET 3 OF 4. FOR CONSTRUCTION JOINT DETAILS, SEE SHEET 4 OF 4. FOR MECHANICAL SPLICES,SEE SECTION 425-5(B)OF THE STANDARD SPECIFICATIONS. CONST. JT. #4 S6 & S7- PLAN I. 5�-6��s�� .I I / �% WORKLINE ELe 2273e45 . �• ;. II I EL. 2266.47 ISEE DETAIL "A" FOR STIRRUP LAYOUT 2�-7��2�� 5�-5��2„ 8,_1„ O A A #4 B5 (EA. FACE) 0.0142 SLOPE 4—#4 B5 (OVER PILES) 8,_1„ EL. 2276e11 — TOP OF WING (LEVEL) 3" HIGH BEAM BOLSTER C� 5'-0" CTS. 8�/2" 11—#4 S1 & S2 (TYP.) C� 8" CTSe (TYP. BAYS 5 & 6) $,_1„ ELEVATION WINGS NOT SHOWN FOR CLARITY. FOR SECTION A-A,SEE SHEET 4 OF 4. CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY. SEE "CORROSION PROTECTION FOR STEEL PILES DETAIL",SHEET 4 OF 4. O CONST. JT. (TYPe) ELe 2273.11 0 I N 0 z H � TOP OF PILE ELEVATIONS O2270.74 O2270.66 O2270.57 O2270.49 O2270.38 O2270.26 O2270.15 #4 S4 & S5 FILL � 2 EQUAL FACE SPA. 8—#4 S1 & S2 (TYP.) C� 8" CTS. DETAIL "A" EL. 2266.11 BOTTOM OF CAP & WING 8 ��2„ (TYPJ O STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FRONT I FACE 7„ PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: SHEET 1 OF 4 17+07.50 -L- � � � � 0 N N N � 0 N \ C,O N \ � a� c 0 � � 5,_6i�8„ 2�-9�i6„ 18,_8„ 18,_8„ 2�_93�6�� NOTES STIRRUPS IN CAP MAY BE SHIFTED AS NECESSARY TO CLEAR DOWELS. THE CONCRETE IN THE SHADED AREA OF THE WING SHALL BE POURED AFTER THE VERTICAL CONCRETE BARRIER RAIL IS CAST IF SLIP FORMING IS USED. FOR PILE SPLICE DETAILS,SEE SHEET 4 OF 4. FOR WING DETAILS,SEE SHEET 3 OF 4. FOR CONSTRUCTION JOINT DETAILS,SEE SHEET 4 OF 4. � W � � �n Q _ U CONSTe JTe (TYPe) EL. 2276.56 , : o z I H � � EL. 2269e56 — BOTTOM OF CAP & WING #4 S1 & S2 — (TYP. EA. END) � HP 12 X 53 STEEL PILES I L /`-'1 I V WORKLINE ELEVATION WINGS NOT SHOWN FOR CLARITY. FOR SECTION A—A,SEE SHEET 4 OF 4e CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY. SEE ��CORROSION PROTECTION FOR STEEL PILES DETAIL",SHEET 4 OF 4. — EL. 2278.90 TOP OF WING (LEVEL) — POUR #2 UPPER PART OF WINGS POUR #1 CAP, LOWER PART OF WINGS & CONCRETE COLLARS EL. 2268e90 BOTTOM OF CAP & WING STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ( I Y F'e) (� ti"" (; I 5. DETAIL ��A" TOP OF PILE ELEVATIONS O2273e53 O2273e45 O2273.36 O2273.28 O2273.17 O2273.05 O2272.94 PROJECT N0. 176P.14.R.158 _L �E MACON COUNTY STATION: 17+07.50 -L- SHEET 2 OF 4 � � � � � 0 N N N � 0 N \ C,O N \ � a� c 0 � � #4 K1 N # � � O � �_ 2'-0�/a" _ �_ 10,_6„ _ � 12'-6i/a„ PLAN OF WING (W1 #4 V1 R�R� (FD_ F�f'F) 3" O � : -� (LEVEU � � � ELEVATION OF WING (W1 � L� L' 4 L.� _ C_ G l�. � _ Q # � � I ctN. r,�,�t� � �� 9,_�„ il'-0�/4" PLAN OF WING ( 3" #4 V1 R�R� (F�_ FOC'F) 2�_�i�4�� W ING DETAILS �4 5�_��� CTSe � � lLC V CLl ELEVATION OF WING ( EA. FACE) N # � � O � 1'-0" 2" CL. 2" CL. � w � W V U a Q � l.� J Y J U H a l.� m �'-' N 2 = � # # @ ' � . vi � � a � � U N ; .--i I� �--i #4 V1 FILL FACE CONSTa JT. � ' 3" HIGH B.Be � SECTION X-X STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � 1'-0" �" ('I _ �" CI _ #4 vi ONST. JT. J I 11V1 I U.U. SECTION Y-Y PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- SHEET 3 OF 4 � � � � � � 0 0 O � � � � 0 � � 0 m w � � � N � ao � � � � m � � � N 0 � 0 � � C 0 � v � � � � � a� L � � U � L � � � � � � � 0 N N � � 0 N \ C,O N � MINIMUM OF 3- ONE CUBIC- FOOT BAGS OF #78M STONEe BAGS SHALL BE OF POROUS FABRIC,SECURELY TIED. GRADE TO DRAIN 6"(MIN.) PIPE FOR DRAINAGE TOE OF SLOPEJ BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE,CORRUGATED STEEL,CORRUGATED ALUMINUM ALLOY,OR CORRUGATED PLASTICe PERFORATED PIPE WILL NOT BE ALLOWED. BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER. BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER- MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR THE SEVERAL PAY ITEMS. TEMPORARY DRAINAGE AT END BENT BACK GOUGE DETAIL A � V �PILE HORIZONTAL �- BEARING PILE VERTICAL o OR VERTICAL 00 � o �„ Tp �/s�� 60° +10 � o ' -p — � \\ BACK GOUGE DETAIL B \ 0 � /, � , ~ 0" TO %8" � DETAIL A � � 0 p DETAIL B POSITION OF PILE DURING WELDING. PILE SPLICE DETAILS 1 �----, � `. i � / � � —�— i � _�_ -�- � 1 � -�- �,---. - �. i � / � i � i � � 1 -- — t � �— �` — � — ; i � PILES & .� � CONCRETE COLLARS `�___,-' 2'-0" QJ CONCRETE COLLAR (TYP. EACH PILE) PLAN 2,_6„ 1'-3" . 1'-3" / —�— � BAR TYPES BILL OF MATERIAL BILL OF MATERIAL HK. 1 4" � END BENT 1 CSTAGE 1) END BENT 1(STAGE 2) O � BAR N0. SIZE TYPE LENGTH WEIGHT BAR N0. SIZE TYPE LENGTH WEIGHT 1'-3" 21'-3" B1 O 3 `�' B1 8 #9 1 22'-6" 612 B3 6 #4 STR 2'-5" 10 O , „ , „ B2 24 #4 STR 21 -3 341 B4 8 #9 1 24 -7 669 1'-3" 23'-4" B4 �- B3 6 #4 STR 2'-5" 10 B5 24 #4 STR 23'-4" 374 10'-6" H1 g�-2�� H3 � = 10'-2" H2 D1 10 #6 STR 1'-6" 23 D1 12 #6 STR 1'-6" 27 � 1'-3" LAP S2 4� " 2'-5" q� " H1 16 #4 2 11'-2" 119 H3 32 #4 3 8'-10" 189 \ �2 �2 H2 16 #4 2 10'-10" 116 '� S5 4��2„ 2,_6„ 4i�2„ � � 4 S7 4� �� 2�-9�� 4� �� K1 8 #4 STR 3'-3" 17 K1 8 #4 STR 3'-3" 17 /2 /2 6 O # � _ �� # � _ �� S1 25 4 4 16 5 274 S1 31 4 4 16 5 340 S1 2'-5" HK. HK. S2 25 #4 5 3'-2" 53 S2 31 #4 5 3'-2" 66 S4 2'-6" O S3 32 #4 6 6'-6" 139 S3 24 #4 6 6'-6" 104 S6 2'-9" 1�-8�� � S4 1 #4 4 16'-6" 11 S4 1 #4 4 16'-6" 11 ALL BAR DIMENSIONS ARE OUT TO OUT. S5 1 #4 5 3'-3" 2 S5 1 #4 5 3'-3" 2 END BENT No. 1(STAGE 1) END BENT No. 1(STAGE 2) END BENT Noe 2(STAGE 1) END BENT Noe 2(STAGE 2) S6 1 #4 4 16'-9" 11 S6 1 #4 4 16'-9" 11 HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES HP 12 X 53 STEEL PILES S7 1 #4 5 3'-6" 2 S7 1 #4 5 3'-6" 2 N0: 4 LINe FT.= 60°0 N0: 3 LIN. FTe= 45.0 N0: 4 LIN. FTe= 60.0 N0: 3 LIN. FTe= 45.0 PILE DRIVING EQUIPMENT PILE DRIVING EQUIPMENT PILE DRIVING EQUIPMENT PILE DRIVING EQUIPMENT V1 30 #4 STR 9'-7" 192 V1 26 #4 STR 9'-7" 166 SETUP FOR HP 12 X 53 SETUP FOR HP 12 X 53 SETUP FOR HP 12 X 53 SETUP FOR HP 12 X 53 REINFORCING STEEL 1922 LBS. REINFORCING STEEL 1988 LBS. STEEL PILES N0:4 STEEL PILES N0:3 STEEL PILES N0:4 STEEL PILES NOe3 CLASS A CONCRETE BREAKDOWN CLASS A CONCRETE BREAKDOWN PILE EXCAVATION IN SOIL PILE EXCAVATION IN SOIL PILE EXCAVATION IN SOIL PILE EXCAVATION IN SOIL POUR #1 CAP, LOWER PART 18.1 C.Y. POUR #1 CAP, LOWER PART 19.8 C.Y. LINe FT.= 0.0 LIN. FT.= 0.0 LIN. FT.= 4.0 LINe FTe= 3.0 OF WINGS & COLLARS OF WINGS & COLLARS PILE EXCAVATION NOT IN PILE EXCAVATION NOT IN PILE EXCAVATION NOT IN PILE EXCAVATION NOT IN POUR #2 UPPER PART OF 1e5 C.Y. POUR #2 UPPER PART OF 1e3 C.Y. SOIL LIN. FT.= 40.0 SOIL LIN. FT.= 30.0 SOIL LIN. FT.= 36.0 SOIL LIN. FT.= 27.0 WINGS WINGS TOTAL CLASS A CONCRETE 19e6 C.Y. TOTAL CLASS A CONCRETE 21.1 C.Ye STAGE 1 STAGE 2 END BENT 2(STAGE 1) END 6ENT 2 CSTAGE 2) 3�/2"(STOP KEY 6" BAR NOo SIZE TYPE LENGTH WEIGHT BAR NOo SIZE TYPE LENGTH WEIGHT #6 D1 DOWELS TO FROM EACH FACE) B1 8 #9 1 22'-6" 612 B3 6 #4 STR 2'-5" 10 PROJECT 9" ABOVE CONST. JT. CAP (TYP.) B2 24 #4 STR 21'-3" 341 B4 8 #9 1 24'-7" 669 ;�, i B3 6 #4 STR 2'-5" 10 B5 24 #4 STR 23'-4" 374 N � # i a # i ii I , � � � D1 10 6 STR 1-6 23 D1 12 6 STR 1-6 27 �r r`' i � � , � `�' � �` H3 32 #4 3 8'-10" 189 H1 16 #4 2 11'-2" 119 � -- � M i H2 16 #4 2 10'-10" 116 N I � I � � I � CORED SLAB UNIT 11" 11" ELAS8'OMERIC/' BRG. / 1'-10" PAD (TYPE I) (TYP.) FILL FACE DETAIL "B" (END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION) FILL FACE � CONCRETE `O COLLAR � � HP 12 X 5: STEEL PILE ELEVATION BOTTOM OF CAP CORROSION PROTECTION FOR STEEL PILES DETAIL (END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION) � DRAWN BY : LEM DATE : 7-17 c CHECKED BY : JTG DATE : 11-17 0 � DESIGN ENGINEER OF RECORD : �W� DATE : 1-18 CONSTo JTo DETAIL 1'-0" 11" 10" 1�_7��2�� � #6 D1 DOWEL �� I � 2 CL. #4 S2, S5, OR S7 I 4-#9 B1 OR B4 � 2"CLo (TYP.) FILL FACE #4 S1, S4, OR S6 2-#9 B1 OR B4 8 �i -#4 B3 i • _• � 8 ii w U Q � 4-#4 B2 OR B5 w Ca) 4" CTSe ; OVER PILES � � @ o � � vi m � U O � � N @ O �' m M � Q � N � # � � o # �' � � � � � � 2-#9 B1 OR B4 � HP 12 X 53 ' STEEL PILE 3" HIGH B.B. 1�-4�2'� 1�-4��2„ 2,_9„ SECTION A—A (CONCRETE COLLAR NOT SHOWN FOR CLARITY. SEE '�CORROSION PROTECTION FOR STEEL PILES DETAIL.") K1 8 #4 STR 3'-3" S1 25 #4 4 16'-5' S2 25 #4 5 3'-2" S3 32 #4 6 6'-6" S4 1 #4 4 16'-6' S5 1 #4 5 3'-3" S6 1 #4 4 16'-9' S7 1 #4 5 3'-6" V1 26 #4 STR 9'-7" REINFORCING STEEL CLASS A CONCRETE BREAKDOWN POUR #1 CAP, LOWER PART OF WINGS & COLLARS POUR #2 UPPER PART OF WINGS TOTAL CLASS A CONCRETE 17 K1 8 #4 STR 3'-3" 17 274 S1 31 #4 4 16'-5" 340 53 S2 31 #4 5 3'-2" 66 139 S3 24 #4 6 6'-6" 104 11 S4 1 #4 4 16'-6" 11 2 S5 1 #4 5 3'-3" 2 11 S6 1 #4 4 16'-9" 11 2 S7 1 #4 5 3'-6" 2 166 V1 30 #4 STR 9'-7" 192 1850 LBS. REINFORCING STEEL 2060 LBS. CLASS A CONCRETE BREAKDOWN 17.5 C.Y. POUR #1 CAP, LOWER PART 20.4 C.Y. OF WINGS & COLLARS 1.3 C.Y. POUR #2 UPPER PART OF 1e5 CeY. WINGS 18e8 C.Y. TOTAL CLASS A CONCRETE 21e9 CeYe PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 —L— SHEET 4 OF 4 STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH SUBSTRUCTURE END BENT DETAI�S REVISIONS BY: DATE: N0. BY: � DATE: SHEET N0. S-14 TOTAL SHEETS 17 � � c � � � 0 0 0 � � � � 0 � � � � � � N I 00 lf') � � m � � m N O � 0 v � c 0 � v � � � � � a� L � � U � L � N � � � 0 N \ C,O N \ � a� c 0 � � GABION WALL � � �O O SHOULDER LINE �� O EL. 2270.00 TOP OF RIP RAP SHOULDER LINE � � ELs ���Veoo TOP OF RIP RAP . :.: .•. . REMOVE EXIST. END BENT TO EL.2268 ELe 2273.00 TOP OF RIP RAP _____�---T--- �---� ____--- . e � N� ` °► ~i i N� N� Nj ------r----------------t � � :;, i N� � ;-� � � N � O °O ' � � � OO O O O O O o O � \ O �- i . Oo , OOo �� o �; , o� o 0 ELo 2269.00 � � O TOP OF RIP RAP �� O O , 5 � �o ��� , O �oo � �:. �:. �;� . .;, ,�, O .�� `�;` � �O —�— � � .. .. � .. .. �:._ �:.�.�--� � 0 0 �0 0�� ;�: ���., O ' �� �$`'`;�, � o o O �. � ,�, O �a� �`�� CLASS II RIP RAP 0 � O ���� ����� (TYPe) OO \��� `�` � �� O ��0 �� � �``�� O � O 0 � � O � `:�, ��;� I� O � �` ��`� � O ; � �`�� 00 00 �:� .�� 0 0 ,�� .,:� � O � O D� O��e'a�a.��s�� O O � 000 oO��:�,�s:: � ` � `�` �� ��s� o O o O '���,'�:�, � OD �:�.,��;� 1e5.1 � 0� � �� � ```` . � O �- ; �o o ��o ��� �,�; - � o� � � ti� � � . i ��' .y i i O �` �' i � i °• i � . .� � � �� � � � O \s � � �.�� � � � �•� i i �� �i i EL. 2270.00 ��� ��` i i i ryi / ti i� i ��� ,S, I� TOP OF RIP RAP ` �� ' ' � � � � � 1 ��1 �� i �� i i i i tii � ��,�y�l `�� / � / �/�� / �� 4� ��� � � � i ti i �� i i i •. ��� � � � �� / � / ` ``�`��� �/ / � TIE INTO EXISTING GROUND EL. 2275 ± ````�''------''� PLAN - END BENT 1 EL. 2268000 TOP OF RIP REMOVE EXISTING END BENT TO EL. 2269 .,. EL. 2275 ± TOP OF RIP EL. 2270.00 TOP OF RIP RAP FOR ELEVATION SEE PLAN VIEW 2,_0„ GEOTEXTILE GROUND EL.2268.00 SECTION H-H � RAP � � � O OD ���o � n EL. 2271.00 � SHOULDER LINE W.P. 2 C� FILL FACE END BENT 2 , _ ___ .� . � . � . .�` � _ , TOP OF RIP RAP `�' ----'�� REMOVE EXISToEND BENT TO AVOID CONFLICT WITH ��"�OSED END BENT � �,__ 1e5e1. PLAN - END BENT 2 EXTENDED TANGENT SHOULDER LINE N ESTIMATED QUANTITIES RIP RAP GEOTEXTILE BRIDGE C� CLASS II FOR DRAINAGE STA. 17+07e50 —L— �2�-0" THICK) TONS SQUARE YARDS END BENT 1 75 83 END BENT 2 55 61 STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- � � c � � � 0 0 0 � � � � 0 � � a m � � � � � � � � m � � M 0 � 0 � � c 0 � v � � � / � a� L � � U � � a 0 a 0 � N � I Q N W I`� J U 0 0 � m � m � a cn J � � � 0 o � � o w o � � � o a : ao � N � � 11� � ' U (n � � , � � � � U � . � @ c� � m @ Lf� N # m � � rn # N I N M m a m J a cn � � � 0 � 0 N � O w o � � � o , a " m � � N � N U � � � � i � U � @ `� � @ m L{') N # m � �o � # M I � M m � ao � U #4A1 (TOP OF SLAB) —#4A2 (BOT. OF SLAB) 1'-3" 9" , 3" N � �� �� BEGIN APPROACH SLAB �� PROPOSED , z 6 ASPHALT iv � '-'�I PAVEMENT L , � i v� , � . � U #6B2 d- ROADWAY APPROVED WIRE BAR � SUPPORTS (� 3'-0" CTS. N � � #4A1 OR #4A2 �.12,_�„ � � �� 11-#4A1 C� 1'-0" CTS. (TOP OF SLAB) 11-#4A2 C� 1'-0"CTS. (BOTTOM OF SLAB) � � � � � � � 6,_3„ � 3�_43/8�� . � � � � � � � � � � - — - — - — - — \ -------�------- --- � CONST. JOINT #4A4 (BOT. OF SLAB) #4A2, A4 OR A6 N APPROXIMATE N 1e 1 SLOPE � (TO BE DETERMINED BY THE CONTRACTOR) � 0 N � � N \ t NORMAL TO END BENT O�J�� \ 6,� #4A3 (TOP OF SLAB) #5B1 � 4"� PERFORATED SCHEDULE 40 � DRAWN BY : LEM DATE : 7-17 c CHECKED BY : MLO DATE : 11-17 0 � DESIGN ENGINEER OF RECORD : �W� DATE : 1-18 9„ 3" FILL FACE (� END BENT #1 3" � 9„ 1'-3" #4A1 OR #4q2 MECHANICAL SPLICE (TYP.) -L- 60 ° -00'-00" (TYP.) �N � � �N 11-#4A3 C� 1'-0"CTS. (TOP OF SLAB) 11-#4A4 C� 1'-0"CTS. (BOTTOM OF SLAB) N� N � #4A1 (TOP- OF SLAB) #4A2 (BOTo OF SLAB) �12'-0" � �� �� 11-#4A1 Ca� 1'-0" CTSe (TOP OF SLAB) 11-#4A2 Ca� 1'-0" CTSe (BOTTOM OF SLAB) #4A3 OR #4A4 3" 9„ 9„ 3" 1�_75�8�� 6'-3" �� CONST. � JOINT � � ------------I------ � #4A5 OR #4A6 NOTES BILL OF MATERIAL � FOR BRIDGE APPROACH FILL INCLUDING GEOTEXTILE, 4" Q� DRAINAGE PIPE, A P P R 0 A C H S L A B A T EB 1 AND SELECT MATERIAL BACKFILL, SEE ROADWAY PLANS. ( S T A G E 1) m GEOTEXTILE SHALL BE TYPE 1 IN ACCORDANCE WITH THE STANDARD BAR N0. SIZE TYPE LENGTH WEIGHT m J SPECIFICATIONS SECTION 1056e � A1 13 #4 STR 17'-8" 153 Q � v� SELECT MATERIAL BACKFILL (CLASS V OR CLASS VI) SHALL BE IN A2 13 #4 STR 17'-8" 153 ,� � ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 1016. o � �� SELECT MATERIAL BACKFILL IS TO BE CONTINUOUS ALONG FILL FACE OF � B1 29 #5 STR 11'-1" 335 1'-3" � o BACKWALL FROM OUTSIDE EDGE TO OUTSIDE EDGE OF APPROACH SLAB. B2 29 #6 STR 11'-7" 505 vi � FOR THE 4" QS DRAINAGE PIPE OUTLET(S), SEE ROADWAY STANDARD DRAWINGS. REINFORCING STEEL LBS. 658 � TEMPORARY GUARDRAIL � vi ANCHOR ASSEMBLY (TYP.,FOR �' � AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO � EPDXY COATED DETAILS,SEE "3'-0"X2'-0" ��' DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL REINFORCING STEEL LBS. 488 PRESTRESSED CONCRETE @`� BE PAVED.SEE ROADWAY PLANS. CLASS AA CONCRETE C.Y. 9.8 9„ CORED SLAB UNIT�� SHEETS) m@ A P P R 0 A C H S L A B A T E B 1 3�� # m APPROACH SLAB GROOVING IS NOT REQUIREDe — END �# FOR MECHANICAL SPLICES, SEE SECTION 425-5(B) OF THE STANDARD ( S T A G E 2) APPROACH SLAB �` � � SPECIFICATIONS. B A R N 0. S I Z E T Y P E L E N G T H W E I G H T I� `� � A3 13 #4 STR 19'-1" 166 �o �?�, A4 13 #4 STR 19'-1" 166 60 ° -00'-00" (TO EXTe TANe) (TYPo) s FILL FACE C� END BENT #2 9" I m � ���o� EXTENDED '�o 0o a GRP� �'��� TANGENT � a �' � � .�p �� '` � o --� �,N L 0 o F�0 #4A6 (BOT.� �� � CAP FLOW LINE ONLY WITH OF SLAB) � o EROSION RESISTANT MATERIAL `� m BACKFILL EXCAVATION HOLE ��J�� � v� AND GRADE TO DRAIN �o�� �' �� NOTEs IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY X �;�, AFTER THE BACKFILLING OF THE END BENT EXCAVATION,GRADE TO � Q�' DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE EROSION #4A5 (TOP �� � RESISTANT MATERIAL, SUCH AS FIBERGLASS ROVING OR AS OF SLAB) @� DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION AND TO PROTECT THE AREA ADJACENT TO THE STRUCTUREeTHE �@ CONTRACTOR WILL BE REQUIRED TO REMOVE THESE MATERIALS -' °�n°c� PRIOR TO CONSTRUCTION OF THE APPROACH SLAB. °°� # � TEMPORARY DRAINAGE DETAIL Q � # � M I �. ., M 8„ 3'-1�/2" CURB � I I H �.I �� „ ,� SPLAY � � BARS 1� #4A5 `v �/-0// V 1 Ja (TOP OF SLAB) 1'-3" � ' ' 11-#4A6 C� 1'-0" CTS. � ' ' (BOTTOM OF SLAB) PLAN C� END BENT 1 PLAN C� END BENT 2 (DIMENSIONS SHOWN ARE TYPICAL FOR BOTH APPROACH SLABS, U.N.O.) � CONTRACTOR SHALL FIELD CUT BARS, AS NECESSARY, TO MAINTAIN 2" MIN. CLEARANCEe R� #4A1, A3 OR A5 U N 5�/4" CONTINUOUS HIGH CHAIR UPPER (CHCU) C� 3'-0" CTS. ACROSS SLAB � CLASS "B"STONE FOR EROSION CONTROL TEMP.SLOPE DRAIN 2,_�„ EARTH MINe I DITCH S BLOCK � , �� �� APPROACH � � ,_�„ �IN. FUTURE �__� SHOULDER � APPROACH� SLAB SECTION N-N END OF CURB WITHOUT SHOULDER BERM GUTTER CURB DETAILS ELBOW 4'-0" TEMPORARY SLOPE DRAIN �ELBOW TOE OF FILL �' � ��'"""` � CLASS "B" STONE FOR EROSION CONTROL CORED S�Ag N� o z H SECTION R-R tl,_1�2„ SLAB Z ' '�' � � � DE � N�E� N�� 3" EROSION RESISTANT � z �RPQS-P � 12" MIN. � MATERIAL OVER PIPE t2e1 SLOPE ��, �� s� R� i� � EARTH DITCH BLOCK 1�/2" BACKER ROD N� F� EROSION RESISTANT MATERIAL I --_____ ` � � SELECT 2 LAYERS OF 30 LB. END OF ,„ M A T E R I A L R O O F I N G F E L T T O A P P R O A C H S L A B 1-6 MIN. (CLASS V�^ PREVENT BOND NOTE: IMMEDIATELY AFTER THE CONSTRUCTION OF THE APPROACH SLAB, O R C L A S S V I) THE CONTRACTOR SHALL PROVIDE TEMPORARY BERM AND SLOPE DRAINeCONTRACTOR SHALL GRADE TO PIPE INLET AND PROVIDE EROSION RESISTANT MATERIAL AS SHOWN. THE EROSION 4'-0" MIN. Z , RESISTANT MATERIAL SHALL BE EITHER 1)ASPHALT PLANT MIX, FILL SLOPE GEOTEXTILE °O Z TYPE 1 OR TYPE 2, MIN. 2" DEPTH, 2) EROSION CONTROL MAT, OR 3) ', � CONCRETE, AS DIRECTED BY THE ENGINEERe THE SLOPE DRAIN SHALL S EC T I 0 N S- S , CONSIST OF A NON-PERFORATED TEMPORARY DRAINAGE PIPE,12 INCHES IN DIAMETER. Pvc PIPE I � PLAN VIEW 3�-��� TEMPORARY gERM AND STV STV ENGINEERS, INC. S � 0 P E D R A I N D E T A I L S 100 900 West Trode St., S��te �, 5 SECTION THRU SLAB eQ/�/� Charlotte,N�282o2 NC License Number F-0991 (TYPE II - MODIFIED APPROACH FILL) (TO BE USED WHEN SHOULDER BERM GUTTER IS REQUIRED) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � B1 35 #5 STR 11'-1" 405 B2 35 #6 STR 11'-7" 609 REINFORCING STEEL LBS. 775 � EPDXY COATED REINFORCING STEEL LBS. 571 CLASS AA CONCRETE C. Y. 11.5 APPROACH SLAB AT EB 2 (STAGE 1) BAR N0. SIZE TYPE LENGTH WEIGHT � A1 13 #4 STR 17'-8" 153 A2 13 #4 STR 17'-8" 153 � B1 29 #5 STR 11'-1" 335 B2 29 #6 STR 11'-7" 505 REINFORCING STEEL LBS. 658 � EPDXY COATED REINFORCING STEEL LBS. 488 CLASS AA CONCRETE C. Y. 9.6 APPROACH SLAB AT EB 2 (STAGE 2) BAR N0. SIZE TYPE LENGTH WEIGHT � A5 13 #4 STR 19'-6" 169 A6 13 #4 STR 19'-6" 169 � B1 36 #5 STR B2 36 #6 STR REINFORCING STEEL � EPDXY COATED REINFORCING STEEL CLASS AA CONCRETE 11'-1" 11'-7" LBS. LBS. C. Y. 416 626 795 585 12.0 PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION RALEIGH BRIDGE APPROACH SLAB FOR PRESTRESSED CONCRETE CORED SLAB UNIT (SUB-REGIONAL TIER) 60° SKEW REVISIONS SHEET N0. 10. BY: DATE: N0. BY: DATE: S-16 �j � TOTAL � SHEETS 2 L� 17 � � � 0 N \ C,O N \ � a� c 0 � � ROC SEE PL� 7�,i_nii PLAN r� nn�� �� � n e nTnsi ELEVATION � EXISTING � � GROUNDLINE \ \ — — — — — — — — — — — — CONSTRUCTION LIMITS SHALL NOT EXTEND TO ANY CONTACT WITH LIVE WATER ROCK EL. 2267 ± SECTION C—C ntivu MATTRESS NOTESo THE CONTRACTOR SHALL FIELD VERIFY THAT THERE ARE NO CONFLICTS BETWEEN WALL SYSTEM AND EXISTING UTILITIES PRIOR TO INSTALLING ANY PORTION OF THE WALL. INSTALL GABIONS PER THE MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. BACKFILL GABIONS WITH SELECT MATERIAL,CLASS II,TYPE I IN ACCORDANCE WITH SECTION 1016 OF THE STANDARD SPECIFICATIONS. A MINIMUM BEARING OF 2,000 PSF SHALL BE VERIFIED PRIOR TO CONSTRUCTION OF WALL.IF NECESSARY,CONTRACTOR SHALL PREPARE AND/OR MAKE GROUND MODIFICATIONS IN ORDER TO SATISFY MINIMUM BEARING PRESSURE. GABION INFILL MATERIAL ASSUMED TO HAVE A UNIT WEIGHT OF 120 PCF FOR DESIGN.CONTRACTOR SHALL VERIFY DESIGN BASED ON ACTUAL INFILL MATERIALSe OVERLAP FABRIC A MINIMUM OF 18"OR AS DIRECTED BY THE ENGINEER. RENO MATRESSES TO BE FILLED WITH THE SIZE AND TYPE OF STONE AS OUTLINED IN THE SPECIAL PROVISIONSe RENO MATRESSES TO BE CUT AND FILLED TO CREATE A LEVEL PLATFORM FOR THE GABIONS IN ACCORDANCE TO THE SPECIAL PROVISIONS OR AS DIRECTED BY THE ENGINEER. FOR GABION RETAINING WALL,SEE SPECIAL PROVISIONS. GABION TYPE WIDTH HEIGHT TYPE "A" GABION 3'-0" 3'-0" TYPE 'B" GABION 1'-6" 3'-0" TYPE "C" RENO MATTRESS 6'-0" 9" 3'-1 U / TYPE "B" �� .� _- _- _- _- GEOTEXTILE,TYPE 4 STV STV ENGINEERS, INC. 1�� 900 West Trade St., Suite 715 eQ/�/� Charlotte, NC 28202 NC License Number F-0991 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT N0. 176P.14.R.158 MACON COUNTY STATION: 17+07.50 -L- � � � DESIGN DATAo SPECIFICATIONS ————————————————— LIVELOAD ———————————————————— IMPACT ALLOWANCE ———————————————— STRESS IN EXTREME FIBER OF STRUCTURAL STEEL — AASHTO M270 GRADE 36 —— — AASHTO M270 GRADE 50W — — — AASHTO M270 GRADE 50 REINFORCING STEEL IN TENSION — GRADE 60 ——— CONCRETE IN COMPRESSION — — — — — — — — — — — — CONCRETE IN SHEAR ———————————————— STRUCTURAL TIMBER — TREATED OR UNTREATED EXTREME FIBER STRESS — — — COMPRESSION PERPENDICULAR TO GRAIN OF TIMBER EQUIVALENT FLUID PRESSURE OF EARTH MATERIAL AND WORKMANSHIPo A.A.S.H.T.O. (CURRENT) SEE PLANS S E E AvA.S.H.TeOe 20,000 LBS. PER SQe IN. 27,000 LBSe PER SQe IN. 27,000 LBS. PER SQ. IN. 24,000 LBS. PER SQ. IN. 1,200 LBS. PER SQ. IN. S E E A.A.SeH.T.Oe 1,800 LBS. PER SQ. IN. 375 LBSo PER SQ. IN. 30 LBS. PER CUe FTe (MINIMUM) EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2018 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N.C.DEPARTMENT OF TRANSPORTATION. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLED. ���P�����,� UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THATa CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, ABUTMENT BACKWALLS,AND APPROACH SLABS;AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAP. CONCRETE CHAMFERSo UNLESS OTHERWISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED %4"WITH THE FOLLOWING EXCEPTIONS: TOP CORNERS OF CURBS MAY BE ROUNDED TO 1�/2"RADIUS WHICH IS BUILT INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A�/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED ON PLANS;AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A�/4"RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE RE�UIRED ON PLANS. DOWELSo DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS,SHALL BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO PLACE WITH 1:2 CEMENT MORTAR. STANDARD NOTES ALLOWANCE FOR DEAD LOAD DEFLECTION9 SETTLEMENT9 ETCoIN CASTING SUPERSTRUCTURESo BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. SLABS,CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVEo ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ON PLANSe IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE GIRDER BRIDGES,ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING UP TO THE SLAB,THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS,VERTICAL CURVE ORDINATE,AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BOTTOM OF TOP FLANGES,DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTION,VERTICAL CURVE ORDINATE,AND ACTUAL BEAM CAMBER. IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS,AN ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS,SETTLEMENT OF FALSEWORK, AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK,THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER. DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE FALSEWORK OR FORMS IS STARTED. REINFORCING STEELo ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANS. WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES,THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECESe STRUCTURAL STEELo AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8" � SHEAR STUDS FOR THE THE�RATEDOFS3E�I%8I Qs STUDS FOR 4 S. %H � ST DS,IAND STUD SPAC I G MC ANGES SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8"Qs STUDS ALONG THE BEAM AS SHOWN FOR %4" � STUDS BASED ON THE RATIO OF 3— 7/8" � STUDS FOR 4—%4"i� STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0". EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER PLATE IS IN CONTACT WITH BEARING PLATE,THE CONTRACTOR MAY,AT HIS OPTION, SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/6"IN THICKNESS AND DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2"OR A THICKNESS EQUAL TO 2 TIMES THE FLANGE THICKNESSe THE SIZE OF FILLET WELDS SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE': ELECTROSLAG WELDING WILL NOT BE PERMITTED. WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY %16INCH OR EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING,GALVANIZING, OR METALLIZING. REV. 6-16-95 EEM (�) RGW REV, 5-7-03 RWW (�) JTE REV. 10-1-11 MAA (�) GM 1/26/2018 REV. 8-16-99 RWW (�) LES REV. 5-1-06 TLA (� GM REV, 12-17 MAA (� THC R:\Structures\ustation\401_035_176P.14.R.158_SMU_SN.dgn JJones HANDRAILS AND POSTSo METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB,UNLESS OTHERWISE SHOWN ON PLANSe THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL BE OBTAINED.CASTINGS WITH DISCOLORATIONS OR OF NON—UNIFORM COLORING WILL NOT BE ACCEPTED.CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. SPECIAL NOTESo GENERALLY,IN CASE OF DISCREPANCY,THIS STANDARD SHEET OF NOTES SHALL GOVERN OVER THE SPECIFICATIONS,BUT THE REMAINDER OF THE PLANS SHALL GOVERN OVER NOTES HEREON,AND SPECIAL PROVISIONS SHALL GOVERN OVER ALLo SEE SPECIFICATIONS ARTICLE 105-4. STDo NOo SN �