The URL can be used to link to this page

Home My WebLink About20170179 Ver 1_620019_Rdy_FS_20170210• � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE Tp SR (�IOFF 1004 �N R D � •�� '� � � � � �_ �\ � _�� ,_ - � � �' � --JS � � -� - .. - -- ---------- / J$ _ � / I JS r - �S BEGIN —L— STA ' J$ — — BEGIN PROJECT —L— STA. 13 + 00.00 ��' � �� , �� JI�I JI1I ��\\ �� JI1I �JIIJ�II ��J��I � LOCATI01�: BRIDGE 11t0. 620019 01� SR 1112 (ROSELAI�D RD.) O VER DEEP CREEI� TYPE OF WORI�: GRADII�G, DRAII�A GE, PA T�I1�lG A1�D STR UCT URE BRI DGE . 16+10.84 �S CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. ✓S --- - JS _ � �------�s, �� '�� N END BRIDGE —L— STA. 16 + 83.1 END PROJECT —L— STA. 2 3+ 00. 00 TO �R�S � F R �I� � R�pG 3 F RO �J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PROJECT LE11tGTH Prepored in the Offlce of: HYDRAULICS E1VGIIVEER 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2O12 = 1800 Voice: (919) 732-3883 5� 25 � 5� �� Fax:(919)732-6776 �O�p DESIGN AND ENGINEERING SERVICES www.summitde.net �� ADT 2025 = 3600 LENGTH ROADWAY PROJECT = 0.175 MILES FIRMNO.P-0339 �� qo PLANS T— 8 %* LENGTH STRUCTURES PROJECT = 0.014 MILES 2012 STANDARD SPECIFICATI011�S �Q �'°Qo P.E. � � V= 55 MPH TOTAL LENGTH PROJECT = 0.189 MILES SIGNATURE: � � 50 25 0 50 l00 * TTST = 4% DUAL = 4% RIGHT OF WAY DATE: TRACY N. PARROT, PE a � FUNC CLASS = NOVEMBER 2016 I'ROJECT ENGINEER ROADWAY DESIG11l � � PROFILE HORIZONTAL E11tGI1VEER �� o��Q � ) MAJOR COLLECTOR � o� ��p��Q l0 5 0 l0 20 1�CDOT C01�TACT.• TIM WELCH PE LETTIIIIG DATE: BRANDON W. JOHNSON, PE NCDOT HWY DIV 8 JAN UARY 2 Ol 7 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER P.E. SIGNATURE: / S:IEET NUMBER 1 1A 1 E3 1C-1 T�RU 1C- 1 ��-1 2/�-1 T�IRU 2A- 2��3-1 THRU 2B- 2C-1 Ti�RU 2C- 2�)-1 THRU 2D- 2G-1 THRU 2G- 2:-I-1 THRU 2H- 33-1 1�RU 3B- 3J-1 THRU 3D- 3G-1 THRU 3G- 3'-1 � THRU IMP-1 THRU TMP- P�P-1 THRU PMP- EC-1 THRU EC- R=-1 TrRU RF- SIGN-1 THRU SIGN- LC-1 TrRU UC- GO-1 THRU UO- X-1 A THRU X-1 X-1 THRU X- S-1 THRU S- i Nr.��. x or si i� � rs SHEEi T I TLE SHEE i INDEX OF SHEETS9 GENER�I_ NOTFSS �ND S1A�IDAf�D DRAW;I�GS CONVENTIONAL SYMBOLS SURVEY CONTROL SHEETS CENTERLINE COORDINAIE I;Sf PAVEMENT SCHEDULE AND TYPIC�I SI_CI[DNS ROADWAY DETAILS SPECIAL DETAILS DRAINAGE DETA[LS GEOTECHNICAL DETAIL.S GEDENV I RONMENTAL D;:: f A 1 I_S ROADWAY SUMMARIES DRAINAGE SUMMARILS GEDTECHNICAL SUMMARIES PARCEL INDEX SHECT PLAN AND PROFILE SH6�T TRAFFIC MANAGEMENT PLANS PAVEMENT MARKING PLANS EROSION CONTROL PLANS REFORESTATION PLANS SIGNING PLANS UTILITIES CONSTRUCIION PLANS UTILITIES BY OTHERS PLANS CROSS-SECTION SUMMARY SHEET CROSS-SECTIONS STRUCTURE PLANS BRIDGE NOo 6200/9 BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Property Corner � Property Monument 0 Parcel/Sequence Number �23 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 W�B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - c�'� (�' Potential Contamination Area: Soil - �� Known Contamination Area: Water �' ��' Potential Contamination Area: Water �� ,�-�?. 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 � BZ 1 Buffer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream ; -- -- Spring �--~�_ --� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump � �� `�� y �� ' �� v� Note: Not to Scale *S. U.E. = Subsurface Utility Engineering RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R�W Marker Proposed Control of Access Line with Concrete C�A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 0 SWITCH �� 0 0 V% Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — • �` W in� � "-" ��I � c �, �� A� c E E TDE PDE DUE PUE TUE AUE � Orchard Vi neya rd EXISTII�G STRUCTURES.• MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) — TELEPHONE: Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp cR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal I�EGETATION.• Single Tree Single Shrub Hedge Woods Line � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(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 6(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 � BRIDGE NOo 6200/9 WATER: Water Manhole Water Meter Water Valve Water Hydrant 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: �oN� Hw TV Pedestal TV Towe r �--------� U/G TV Cable Hand Hole ��B U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) 0 U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS 6(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) - - - -T- - - - - -T- - T - - - -TC- - - - -TC- - - T� - - - -T FO- - - - -T FO- - - T FO 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 �- A/G Gas 0 O 55 A/G Sonitary Sewer - - - -FSS- - - - - - FSS - - FSS • a � ❑s - 7UTL 0 UST 0 � � AATU R E.O.I. PAVEMENT SCHEDULE PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C1 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C 2 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1" OR TO EXCEED 1.5" IN DEPTH. D1 PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B, D 2 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. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD. PROP. VARIABLE DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E 2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED. IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH T EARTH MATERIAL U EXISTING PAVEMENT U MILLING BITUMINOUS PAVEMENT. VARIABLE 0" TO 1" DEPTH. VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL W ON THIS SHEET) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � SURVEY Detail Showing Method of Wedging 25'/inch of surface lift MILL EXo PAVEMENT EXISTING PAVEMENT -eA TEMPORARY ASPHALT WEDGE BE REQUIRED IMMEDIATELY AFTER ING TO ENSURE SMOOTH TRAVEL IF FINAL LAYER OF SURFACE COURSE OT PLACED ON THE SAME DAY AS INGe INCIDENTAL MILLING PAVEMENT KEY-IN DETAIL (TIE-IN) -L- STA 13 + 00.00 TO 13 + 2 5.00 -L- STA 22 + 75.00 TO 23 + 00.00 STATION RANGES ARE APPROXIMATE ONLY. GRADE MAY BE ADJUSTED BY ENGINEER TO ENSURE A PROPER TIE-IN. VARIABLE SLOPE SEE X—SECTIONS VARIABLE SLOPE SEE X—SECTIONS 6 �� 6 :1 � �: T 6' 4 — FDPS ,'o.os'_ , 0.02 � _ � E1 D1 9'-5" 6'-5" FDPS , 0.02 E1 �� 12' 12' ' GRADE C1 ! POI NT I , 0.02 0.02 , -__-___ -1-==== � - � i Y w U 10.5" 10.5" _ EXIST PAVEMENT _ GRADE TO THIS LINE � TYPICAL SECTION NO. —L— (SR 1112) � -L- 12' � 12' � GRADE C1 ! POI NT i , 0.02 0.02 , —__—__— —i=--==—__— � � W u 10.5" 10.5" _ _ EXIST PAVEMENT _ GRADE TO THIS LINE TYPICAL SECTION NO. -�- �sR ,,,2� __ 6' � FDPS � o. 02 , b._ BRIDGE NOo 6200/9 � 6:1 ��% D1 E� T n .1 ��j��/��/��/ �. '��'��'�'�`�� VARIABLE 6 :� ,��`�i;�ii��%�% S LO PE ��`ii;;i��%�% S E E �1 �� . X—SECTIONS 6 :1 i��/i�!/i�//,�� 1 USE TYPICAL SECTION NO. 1 —L— STA 13 + 00. 00 TO STA 15 + 3 7. 00 —L— STA 19 + 75 . 00 TO STA 2 3+ 00.00 9'-5" 6'-5" FDPS 0.02 , ' u o.a Dl � T �. 4:� �1 6 :1 VARIABLE �''� SLOPE ;� SEE X—SECTIONS 2 USE TYPICAL SECTION NO. 2 —L— STA 15 + 37.00 TO STA 15 + 59.00 SR 1122 �JACKSON SPRINGS RD� IS A PART OF NC BICYCLE ROUTE, NC9 - SANDHILLS SECTOR PAVEMENT SCHEDULE C1 2" SF9.5A C2 VAR. SF9.5A D1 3" I19.OB D2 VAR . I 1 9. OB E1 5.5" B25.0B E2 VAR. B25.0B T EARTH MATERIAL U EX. PAVEMENT V VAR. MILLING W WEDGING VARIABLE SLOPE SEE X—SECTIONS VARIABLE SLOPE SEE X—SECTIONS 6 �� 6 :1 1' 1" � �: T 9'-5" _ 6'-5" FDPS ; 0.02 El 12' , 0.02 Dl GRADE TO THIS LINE T 6' 4' FDPS �.os , 0.02 El � 12' C1 i G R'e`D E � PO I NT i ,' 0.02 , 10.5" 9'-5" 6'-5" FDPS 0.02 , o.os . D1 E1 TYPICAL SECTION NO. 3 —L— (SR 1112) 12' � —L— � ;_ GRADE TO THIS LINE 12' GRADE PO I NT 0.02 , 10.5" TYPICAL SECTION NO. 4 —L— (SR 1112) � —L— �z��_i n�� _� 39' OUT—TO—OUT WIDTH 13 PRESTRESSED CONC. CORED SLAB UNITS BRIDGE TYPICAL SECTION FOR BRIDGE OVER DEEP CREEK 6' 4' FDPS 0.02 ,_. _ � El T 6 :1 T BRIDGE NOo 6200/9 VARIABLE �� SLOPE ;� SEE X—SECTIONS USE TYPICAL SECTION NO. 3 —L— STA 15 + 59.00 TO STA 16 + 10.84 (BEGIN BRIDGE) —L— STA 16 + 83.16 (END BRIDGE) TO STA 17 + 60.00 � 4:� 1' 1" 11.5" MIN � �1 6 :� VARIABLE �� SLOPE ;� SEE X—SECTIONS USE TYPICAL SECTION NO. 4 —L— STA 17 + 60.00 TO STA 19 + 75.00 USE BRIDGE TYPICAL SECTION —L— STA 16 + 10.84 (BEGIN BRIDGE) TO STA 16 + 83.16 (END BRIDGE� PROJECT REFERENCE NO. SHEET NO. � 178Po8oRo89 38 -1 J Prepared in the ��-v Office of: CI I��I� NC FIRM LICENSE No: P-0339 > > APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION BORROW Jv 504 Meadowlands Drive �� EXCAVATION SHOULDER BORROW FINE GRADING CLEARING �AND GRUBBING �� Hillsborough,NC 2�2�s , , , , '�"""°E"�'"EE"'"�'E""°a (919) 732-3883 - (919) 732-6676 (FAX) BREAKING OF EXISTING PAVEMENT AND REMOVAL OF EXISTING PAVEMENT "N" - DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. � � � � � � � � � � � � � � � � � � WILL BE PAID FOR AT THE LUMP SUM PRICE FOR "GRADING". 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 ��ARo�,��. G UARDRAIL � S UMMAR Y G= GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 LENGTH WARRANT POINT ��N�� FLARE LENGTH W ANCHORS IMPACT REMOVE SURVEY DIST. TOTAL ATTENUATOR SINGLE REMOVE AND BEG. STA. END STA. LOCATION SHOUL. TYPE 350 FACED EXISTING STOCKPILE REMARKS LINE FROM GRAU SHOP DOUBLE APPROACH TRAILING WIDTH APPROACH TRAILING APPROACH TRAILING XI y� GUARDRAIL GUARDRAIL EXISTING STRAIGHT E.O.L. TYPE-III 350 M-350 XIII CAT-1 BIC AT-1 GUARDRAIL CURVED FACED END END END END END END MOD TL-3 MOD EA G NG -L- 15+32.00 16+07.00 LT 6.25 16+07.00 6"-5" 9"-5" 50 1 1 -L- 15 + 42 .00 16 + 17.00 RT 6.2 5 16 + 17.00 6"-5" 9"-5" 50 1 1 -L- 16 + 77.00 17 + 52.00 LT 6.25 16 + 77.00 6"-5" 9"-5" 50 1 1 -L- 16+87.00 17+62.00 RT 6.25 16+87.00 6"-5" 9"-5" 50 1 1 TOTALS 25 4 4 LIST OF PIPES, E1�D WALLS, ETC. (FOR PIPES 48" £� U1�DER) J ENDWALLS Q � m N W � W J 0 N� W � m O `�' °�° ABBREVIATIONS F_ Z� 0 � U N rY O N � �Z DRAINAGE PIPE C.S. PIPE STD. 838.01, Q p� � v=i M N N N 00 � `" � � CLASS III R.C. PIPE � c� � N C.B. CATCH BASIN STATION U � (RCP, CSP, CAAP, HDPE, or PVC) (UNLESS NOTED OTHRWISE) (UNLESS OTHERWISE NOTED) STD. 838.11 �� N Q�� o 0 0� N � � � o � = OR O F. �+ FRAME, GRATES o0 00 00 o N N � ao � N.D.I. NARROW DROP INLET O V STD. 838.80 `� � Q AND HOOD �n � �, � �, oo w W U w 0 `n D.I. DROP INLET � (UNLESS �� a N STANDARD 840.03 o r p 0 p p � � o ^-� � r � ►�- O O � NOTED U' � � � c~i, � � � c•, o N r � G.D.I. GRATED DROP INLET ~ `�' Z f= � a OTHERWISE � 00 � � Q' w � M � °� = O a a v � oo � � o �'' v � G.D.I. N.S. GRATED DROP INLET � > > � LIN. � � o 0 o O = v O � � ) p �j w ; v � *FT. � � W � °�° °�° � � �- � oo Z N m W � (NARROW SLOT) � � � � W o � � p o p = = 3 3 � a � v � Z J.B. JUNCTION BOX SIZE a "' W w � 8" 12" 15" 18" 24" 30" 36" 42" 12" 15" 18" 24" 30" 36" 42" 48" 12" 15' 18" 24" 30" 36" 42" 48" w CU. YDS. `n A B � � �' �- � � � �n O V � > > O � � a � p � � `" v' `� 3 3 � � M m � Y � M.H. MANHOLE O O Z Z N � � �' _ � o ,� a m o ,,, ,1, �- ,� o � � g � j T.B.D.I. TRAFFIC BEARING DROP INLET Z Z Z o o O O � � w w w � � vi N o�o � � � � T.B.J.B. TRAFFIC BEARING JUNCTION BOX m a a. d � THICKNESS � � � _ � p TYPE OF GRATE Z Z ~ cn OR GAUGE � v v v v o� o� Q. o� � � � a: a o�o � � � � � " ". - _ m `" � O Z � Q O �O �O �O �O i� I� Q Q w �y,� U N � W � H O O O O O O � � � U � Z Q _ _ � � Q � � � p � 6y., N N N � V W � Q N 0 0 � � V' � � � (, � � O U O a � o � 00 REMARKS � 00 N � �n � U E F G 15 + 86.00 LT 0401 340.46 336.54 16 15 + 86.00 0401 0402 386.03 TOTALS MMAR Y F EAR TH Rl� U W I11 t C UBIC YARDS PAR EL I1�DE�� UNCLASSIFIED LOCATION EXCAVATION UNDERCUT EMBT+25% BORROW WASTE PARCEL NO. OWNER TYPE AREA (SF) AREA (ACj -L- STA. 13 + 00.00 TO 16 + 10.84 71 149 78 BAERJE, GUENTHER AND EVELYN -L- STA. 16 + 83.16 TO 23 + 00.00 410 1285 875 � DB 1847 PG 529 ROW 4341.66 0.010 PARCEL #1 TOTAL 481 1434 953 PC 8 PG 955 BAERJE, GUENTHER ESTIMATED SHOULDER CONSTRUCTION 240 240 AND EVELYN � DB 1847 PG 529 TCE 22967.29 0.527 PARCEL #1 PROJECT TOTALS 481 1395 1193 PC 8 PG 955 BAERJE, GUENTHER AND EVELYN 5% TO REPLACE TOP SOIL 1434 (�p 1 DB 1847 PG 529 PDE 5505.46 0.126 PARCEL #1 PC 8 PG 955 GRAND TOTALS 481 1434 1253 PA T�EMEI�T REMO T�AL S UMMAR Y SAY 485 1435 1255 � SURVEY STATION STATION LOCATION YD LINE LT/RT/CL -L- 15 + 59.00 16 + 22.00 CL 162 -L- 16 + 74.00 21 + 08.00 CL 873 � �' TOTAL: 1035 i L a� � SAY: 1040 L d� � � � c �, �. r� � � Pl Sto l4 +32.66 Pl Sta l9 +75.85 �� p= ll° 07' 0/.8" (LT J p=/7° l0' 40.2° (RT J BAERJE, GUENTHER AND EVELYN �= 4� 46� 28.7�� = 4� 46� 28.7�� POT Sto. 10+00.00 DB 1847 PG 529 L= 232.84' L= 359.77' � T = 116.79' T = l8/.25' PARCEL I PC 8 PG 955 R= 1,200.00' R= 1,200.00' SE = 05 SE = 05 �� "'�1DS ' DS - 55 MPH DS = 55 MPH - - �w. � BEGIN BRIDGE BEGIN PROJECT -L - ST A. l6 f10.84 ' -L - ST A l3 +00 00 + 15.88 -L- PC SfO. l3 +15.88 DETAIL 2 LATERAL 'V' DITCH ( Not to Scale) Natural �- Fill Ground ?•) p 'L�, 1'%Ft. Slope d Geotexti le Min. D= 1 Ft. Max. d = 1 Ft. Type of Liner= Class B Rip-Rap b= 2 Ft. FROM L STA. 18 + 2 8 TO STA. 19 + 00 RT f �, �'9 . N 1 BAERJE.GUENTHER AND EVELYN DB 1847 PG 529 PARCEL °2 PC 8 PG 955 DETAIL 4 CUT DITCH BRIDGE NOo 6200/9 � \ - C� ` � , �� . , ,� ---- i ', Not to Scale) � - �,� • • 3�.00 �T ��' �, PC Sto. 17+94.60 � � ' � �° 1 TN CL B RIPRAP Front DOCUMENT NOT CONSIDERED FINAL ` �� ° � �� + 0-L- 5 SY GEOTEXTILE END BRIDGE ot Ditch `� L ', Natural p,'• gt pe � 37.00 LT • _ _ � � �'� E2 JrE IZ.J� E �'�� sio i� UNLESS ALL SIGNATURES COMPLETED -' �� fV � �,� 30.00 LT + 0 L- 3 TONS CLASS B$TONE L- ST �i. �6 f8,3';��j �' Ground 2•� F\a�� ,__ ' �, $BG T� VIL I Al A� I D � Prepared in the � � EX. RlW LT ��rJ.�O LT NC FIRM LICENSE No: P-0339 - V ��. , � � � Office of: 504 Meadowlands Drive - �� . �8+28 �8+a> >s+5s \ ��► SUN��'�IIT `� `-�-" ;�' � � � � Hillsborough, NC 27278 �� _ �� ` '-� . � ��'�_ � ; �fl.r'J�J �i � � � , �8�-66 �8-f-79, �$-F92 � ��. ` � � � Min. D= 1 Ft. ��,oEHW.EEax�sE� (9I9) 732-3883 - (9I91732-6676 (FAX) __ ��` STA. 15 + 86 L- LT 37.00-� STA _�, - EX R�'J� LT) �_ � �, i � PROJECT REFERENCE NO. l7BPo8eRa89 R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER __� � � � ,r , r� W � � Fo_` ;-` `` ` � \ ` ;_, � � �� ,. � 4 - - � r- �- � , __ - , 'Zr� �� _�� _ � ` `' ` : ; � � � F - -_ - _ � �� __ - � � ,, � - �_ � , % � . � � � -(� , � � _. .` , `\ _ W00DS � _ � �-�'�� d� „`��? ; � �� 5 �_ � �� WETLANDS ��ti' �� ' _ h � � _ � ` M \ ��--✓$ � � � _ �� '� ` � / / � � ��, _ � � , ,-� � _ � _ ' :. _ ',NE1 LANDS � / � I l� � � � � �-�� i;- � - - , � � �,� ✓s-_ � �- - --- - --- , - ,� � - - � `� � +oo.00 -�- - - - F _ __ s ''��--�-� � � 30.00 RT � `� \ �, ; , , (EX. RrW RT) � � � � -- _ , �S �- _ _ / ` � � N,E' �-. �O� �� !�PE/� � �' T �� , �,��` � EX �� o - ,�,� � - __ �� - PT Sto. l5 +48.72 � �� . ---- y - __ - 31 . « '� ' � � � � � � �X FROM L STA. 22 + 50 TO STA. 23 + 00 LT ��; � �_ , � + 4.60 -L- :` �_ �� ; �, �, �E � �T�; „c� iiRiP rzaP 55.00 �T o , �,�'r; ( PT Sto. 2/+54.37 %'� � - - �s : 0 22 � N�NC i i A R V Y N �� , �_- �� ,_, �� i � �- B E J E EL �� .� . _,, �, � ��, ��;_ _i!�� ,�� E, G � � � � �40 � ��;- � _� ,�' � ,,_ �,� �� -{=>� � � _ ._ ° - _ ` i � :� , ' i �� _ DB � E� i �, �� , � � E 5 I 47 P 8 G 29 � � - _ ; � �\ '�� _ - - - - - �,. - , - � � � ' � • C °� i �- � � P,�, - - � � �� + 54. -L- _ � ' � -� � PARCEL _�___-�-� - - f � �� . - ---- � � �� _ � v � � - ,- -� � � 55.00 LT --:.� - - - - � �i �, ),� II GRAU 350 TL-3 � � -- �� - � T5 ` � � � � � � �� ,�� + 00.00 -L- N � � --. - � ' -- - - o - - � - \ -- � O --- - - - - � _- _ - , -� � r , �0�0�T a � ��E_ � - . 0401 ' � _ ,_ , � � 56 52 34.2 E 3 - _ � , , _ � � ,� , - � � � �� , � �_ _ �� 22 , ,, ;; S � � END PROJECT _ - �_ ` - - -- - - - _ �� _ - - - - ------ � _ , _ - - - ---- -- - - - -- - __ _ , , X - -- � _ _ _ . - �-� - � - _ _ - __ - - -- � -- - - - - � - - - � � - - - - - ' � � 0 00 -- 8� - -- _ . . - - -- - - - � - -, - � ; o � � - `�� , , �- - -- - - - � _ -�-_-" _ - � � � �� ` � % , L ST A 23 0 -- - _ _- - �� - - , „ �� . -- � � _, _ _ _ _ E �� , ��- , � �n. o > , -- - -- ---- - �� . �_- � . �- .� _ _ + _ ; _ , � o __ � ,,j� _, __ � � �� , t I � � � - � _- - � , _�, �' -- � - ,_� _ �, _ � �� S . i � � �✓-�- �_ __- - �� __ ; , � � �?-�� _ / � , + 48.72 -L- , -�. _ , - , � ' .- 0 T � �D E � �„ � T � .. � i r �� F _ _ �� ''`��\ �i� +75.00 -L- 29.97 RT � 2 , ;; P��:, PDE P E _ � ; , : �,� „ � .� , I�0 �i' 45.00 RT (EX. fLW RT) N�/VCo ,, , R, , , ��; \ � F F'� POT Sto. 23+97.9� � �� '� PECIAL CUT DITCH � '� - � �� - � �UT _DITC - �,, �_- � ,,, ��r , i ,�; �; � %Yf o + 48.72 L- � � � E � , , �� i " . " �' , '! � � � _ 30.00 RT � � LATERAL V DITC . - �, �� ,� � � � � � ,��'�TAII 4 � 45.00 RT �� AIL 3 \ � SEE DETAIL 2 +0 0 L- � �� '"� �IV�� 29.97 RT , � + 4. � -L- 45.00 RT E `� �:� � � �_ �`� '� � - �_ \��' �� _ ��1 (EX. WW RT) �� ', -� 45.00 RT , � � ' _ � ' � �LE�o-336077 � -� 30.00 RT ' � � � o � � ,,�� „ � � , � _ vv _ r��o728i �oi�3733� � � �� END APPROACH SL�AB N- 14+40044 27051 � CL II RIP RAP `� �� =- A � . � -L - ST A. l6 +94 � �� I I! "� ��FNCH TIF IN I�_ J�,PI � ✓s`�-� � CL I RIP RAP � BEGIN APPROACH SLAB To ELEV.339.4� � -L - ST A. l6 +00 390 .� . 370 360 350 340 330 320 310 BRIDGE HYDRAULIC DAT A DESIGN DISCHARGE = 800 DESIGN FREQUENCY = 25 DESIGN HW ELEV AT lON = 338.4 BASE DISCHARGE _ 1450 BASE FREQUENCY = l00 BASE HW ELEV AT lON = 338.7/ OVERTOPPING DISCHARGE = 2200 OVERTOPPING FREQUENCY= 500+ OVERTOPPING ELEVATION = 340.1 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY = 3/29/l6 = 332.8 __________ CFS YRS FT CFS YRS FT CFS YRS FT FT FT il� 1 BAERJE,GUENTHER AND EVELYN DB 1847 PG 529 PARCEL °I PC 8 PG 955 _/✓S \ -� = � � �� R� � ,�. � E � � � ,\n ' N � N \ #.__\ �X\,, / - w �� _ �` L�o oN \�� - ` , �� - E � ��o . + 4.37 -L- � � � "� - � A �, 30.00 RT � � � ` --- o � � � � , .,-� �=� � � � , - �, DITCH OUTLET _�� j�� 2 TN CL B- RIPRAP -- -- =� � �� ' � ��, �c� --� -SY GEOTE�TTCE � ' ��_ � � � � .. - - � ,- z , , ��,w� � � � , r_ �, � v Riw � 13� �4 - V `�� 1� �� ' �. -- -- -- - _ \ T �� ,�, _ � "� �JS� • FROM L STA. 19+00 TO STA. 19+75 RT __ -- ; W�T�ANDS \ � ' � --- + 8. -L- -- - � , 29.83 RT � �� JS- � � ' i5 ', � " � � � (EX. WW RT) - --- _____ EX. PROP. CbR. � / � , STATE OF NORTH CAROLINA 15 STATE OF NORTH CAROLINA � --- -- - \ -- ---- � � --- - --- -- �- � JS DB 166 PG I -- --- - � � � ------ - -------- ------ r�� % ' ' ` f +10.4545% �_„ END GRADE -L - ST A 23 + EL= 342e00 , \ � Jl.1250% ,__. _, _____,__ 10 11 12 13 14 15 16 17 18 19 20 21 22 23 390 .� . 370 360 350 340 330 320 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yreparetl in Tne NC FIRM LICENSE No: P-03: . Office of: 1� su��T 504 Meadowlands Drive B R I D G E N 0 6 2 0 01 9 R, Hillsborough. N� z,z,8 i i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 � • (919) 732-6676 (FAX) II _ _ — _ — - I 75 � 70 65 60 - 55 50 45 � 40 35 -= 30 25 20 � 15 10 - 5 -�� 0 5 i- 10 15 20 25 ; 30 ' � 35 40 ,' 45 ^ . _ _ _ - - - .� . � _ . i � � 'i _ � i - - _ _T _ _ ! _ - : -- . - I� � � - - ' - _ . - _ _ -- ----- -- -. __ _ � - - : - - -- - -- - - _ � � � �, 340 ^ : , : � � ,1 , ' : : `L • . . � I . �� . . / / .. . _ / i � . . . . . . . . , . . . , . . . . . . . . . . . . . ' I' . . . . . . . . . . . . . _ -. . -_ . _ .. _- . - .- - --.-. - - . - - - .. . .-..-. . , . . . ' -: � . . . . . . . . . . . . . . . . . . . . . . . �.. . . . . . . . . . . . ,. . . � . . . .. . . . . . . . . . . . . . . . . . .. . . . . : . . . . . ' :/ . . - - . - . . � _ : . .� . , . , . i 335' � ----------------------------------- ------------- il � I � � � 330 I � � � � � _ � �I�-�� _ 340 i , , � ��, �� ---- -- - - _� _�_ � - - -_ , �•1 0.050 . 0.050 I - � . . . . . . . . . . . _ 339.64 . � � 13 + 75.00 0 2.5 5 50 55 � .�_. • � PROJ. REFERENCE NO 1 7BP. 8. R. 89 SHEET NO. X-1 65 70 � 75 . � 5:� ��, , �� _ ___ ; � . �� ; � � � , . . . _ - - -- . . . . . 1 ` . . . . . . . . . . . . . . . .. - I �. . � �. �. � . . � . � . . . �. . . . I I I . . . . . . . . . \ � . . . . . . . . . . . . . . . I . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . , . I � . . . . . . . . . . . . . . . i . . . . . . . . � . . . . . . . . . . . . � \. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . \ � � _ __ _ � ----------------�---------- '------ �`__� � ___. __�_ __ . _�_ ____ I � I_I_1_I_� i_1_I I I 1_i I_i_�_I-I-i-1 � I-i-1 f �-i 1-I I I i-1��_i Ii-i f Ii-i i � i-i-I��_i_i��i_�_i I i-i T � , , , _ _, , 0.050 � 0.050 � 4 , , � � .� -�� , , � ,-- �- _ _�_ � _ _ _ _ , , , --- - - - , -- -- - -- -- - - , __ __ _ __ _ - _ _ ____ i i _ ___-----__---__ _- _ _ � � � � � , � � � _._ - � � - �- _ _ _ _ . � i i , , �� ` , — _ � --- ----- � �'J--='J—=�.�__—_ � ` _— _ ' � ' , / � � ` _ � _— _ _ I � � _ i i � � � � � � � � � � � � �� --_ --- . I _.---' . _ . I I I I 335 = ------------------ � ----=----------I'----- - - - � �� _ �_ _ . . _ � i i i � i � � � i i'i i i i �� ;; ; . . � i i� � i _- __ - __ __ _ �, _i il � i ii'� i", i i � � ii� � � � �i iii� 330 I � � � i � � i i i � i � i i i � i i i i i i i i i i � � �: �: :� � � � � � � �� 340 � � � �� .,� �: ; ; :. � � � , - � �• _-- i i i i i ,. -. _ _ I � i __ - - _I � � � � i � - � -- --- - � �-� � i � i � � �� „ � i --� - _ - - ----�-'--_ ___ _ 335 ---- : : - __ -._-------------------- - -- - - .-- - - ---- . _ i i �I� � i. i i i i i � � � i I I I I I � �: �: :� ii�i i i i i ii� i��i �i 330 II - � � � � � � � � � � - - � �_ ' � 340 II - � � � ,,� --- 340 335 33C1 340 ____ �-------� -- --- _. . \ , / — — — — — — — — — — — — — — — — — — — — — — — — — --I'- 339.81 _- � _ - �^_- - - -- _ � � __ _ -, - I - � '� � , 13 +50.OQ � � i � � � � � i i i 335 330 ! i ^ � � � i i i i i . ', _. . 0,046 -� ' ' � � r 0.046 - � _ � � � � - -- - _ _ 4 � � � : �, ; � 340 _ • � --_____ ! : --- �i i, i : -- _ _ _ ---__ - . _ ,- : -,- — - ,- —, . -, - - _ ' ' � � _, �_�,_I � � - -- -,_�, - -� _ _,_� _,_� _ -_ � - - - - - - - - - - - - - -:_ i � - - - - . . �-. . . - ._ � i -------- . -- _ . . ._ , _ . . -- -------- 340.05 : ___: _ _ _- -- - - 335 � � � i _� - _ , - -- 13�25.00 _ ___ � u i ' � t �_ �L• __ - � �_ , �� . . . . . _- ' � - -- -� � � � � � � � � � „-„ ----��/ - - - - - - - - - - - - - - - - - - - - i 335 ---- ---------------------- ; ; _ 7 - : i . � __ , ' � i i i i _� 0.040 _ _ -- 0.035 . __ 6:� , � � __ � � � _____ _ � � __ _____.�__ , -- - --- _-- _ _ `_ �_ _�_i_ _��_ _ , � � � � i_ _ _ � _ _ , _ _ �� , -- - ,__ , �� ---------^ - - - - - - - � / � - - - - - - , i , � \ / 1 : 340.34 _ - . � � � i � I . : : . 330 I , : . �_ BEGI N PROJ ECT -L- STA. 13 � 00.00 � � - - :- ' 13 +00.00 325 I - � � _. � _�- �_-�: - -- - - ----- ---- --- -------- �- � 330 � i 340 330 325 ,� �_ _ ---------------- 340 '- -- -. -- I -------------------- _____�-_�_ � � � � I I -: � � -� -�-�. 340 � � ! - - - --- —__ _ ___ ___ _ —__ __-_ ___ _ - � , - - - - - - - ____ -- - - : __ ------- __ , , , _ � . .___ . ---- ___,-_ _ , � - ! ' ` , - _ ' , i _ - -� ��-��-�-�- - _ __ _ _ ___ _ _ _ __ __ __ - - - __ _ - _ _ � � _ - ��-�� _ _ _ _ _ _ _ _ _ _ --- �� ----------------- ----- � . . ____ __�, _ � � _ � � i --------------------------------- ------------------ � � . - __ _� _ _ _ _ � 340.71 __ _ 335 � � � - - - - - - - - ��t ��I� i �-L_� i � I i i-� i--�-r i 1-�� i��T� i �, - -- -- - - --. , :- --� :- -� .-- - �i�� : 330 I-�-��. 340 _i I�i 335 : I I I � I I I I-�--�7--�T�I �I - iJ�CiCI I i i i i I i i-I� _ I —. . _ � 70 65 _; _ i_i , i '� � � _� _ -,- --�, . 12 + 75.00 _; -- , --------------------- ,� _ , ---- -_ i ----- _. _--- - _ . , ___ __ � � _ - —�_ , � � � � � � � ,- _ _ _, _ � � - - - - - - - - - - - - - - - - - - - - - - - - - - - __ _- - 341.10 � : . - - - _ - � ;: _ _ 12 + 50. 00 . _ _ _ _____ _ __ _ _ - �_ - � �_ - - :, . -� � _ __ _._ __ - --- --- - - - - - _ - - - - - - - - ----- --- - --_ ___ __. �- � I::::�I�:��C ::::::::::::::::C:::::::�:::::::::::::::::� :::::::: . . . . .. . ... . ... i�� i�; i i i�� i�� i�; �� i�� i-� �� «� � �� « • – ' • • • • – • � • � – � • • • i • � • • • • � – :. . - .. . -. . . . .. . : -. . . . '. - - . . IC�:' . . . . '. .- .. . . . . . . . . .. . �■■■ �...... _i � _ _ � � =i, i � � i, � - - - - - __ _ ___. _ _ _ __ ___.___ , ----�-�-. _ _ _ � __ _ _ _, _,__ _-.__ _----� , - -_ _____ _ � � �- _,___ � __.. -� � _ -�--�---_ � -__,_-__ _. � _ _ � � � 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 I 30 35 40 45 50 335 ,, 330 340 � 335 � 330 � � � 55 60 65 70 75 rrePa�ed �n tne N� FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. . Office of: 1� su��T 504 Meadowlands Drive B R I D G E N 0 6 2 0 01 9 � R, Hillsborough. N� z,z,8 1 7 B P 8 R 8 9 X- 2 i i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 ! • (919) 732-6676 (FAX) . . . I_ _ — . _ , _ - _ I - I 75 � 70 65 60 - 55 50 45 � 40 35 -= 30 25 20 � 15 10 - 5 -�� 0 5 i- 10 15 20 25 �'; 30 ' � 35 40 ,' 45 50 55 60 65 70 75 ^ � ^ . _ _ . _ � - - _ __ . .�_. _ - � � _ � �� _ �i _ � � _ _ _ _T _ _ - : -- , _ _ , � � � - - ' - _ - _ _ -- ----- -- - -- ° _ _ - - -- - -- - - � , � , _ , _, , ___ , -- I n � � �� _ _ i i i _ __ � -- __ _,_--_—, _----, — � , � ---.— 0.044 I , : .. , 0.044 � , �� 340 I, � : . 1 340 ! � . ^ ••` � � � _ � — - - - — — — - — — — — — — � � � � I � I � /i ____ ---_'._ __\\ � I � - � �� i I - � - - - � / - � � . . � � �__, � � � : � � - - - - - - -- -- . , --- - - -- - _ _ - - - -- - -__ _ _ _ _ , P / � � � T__ � ---i � � l i , -. . . ' -' i __-_ i � �� __ 335 --___._ �.�.__. .------- ----------------- . ------------ 335 -- 339.82 � � � � . : � ----------- I _ , � _ , -------------------------- , _ __----_-______ ____ _ __ __ __ -----_ --- � � � --- � . � � � � � _— �� i i i � � _ ,, 15+25.00 330 � � � � � � � � 33C1 ; � _ I _ � i i i i i i � i _: � , , , i , - . ------ -- - - - � � ! � J i_; �. � � I_ � - I - - - - - - - -�- -- - ---� �-- � -- � ---. __ -- �---- ---� - -�- � - - - -_. , _ I . . _ , . . --- - - - � -- -- - -- -- - - � I II 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 -� 0.�50 . i i i i I I I _ � � � �� 0.050 _�-� _ � � � � � � �� i �� , i 340 � � �' � 340� , , � � �� , .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- � � -r ' . . . . � � - . ` . . -.,- . . . _. �-.- . � - ---. ,-- . . . - . i I I I I I I I I .... - � i I li I_ - - , - ,� -- � , ------- — - - 335 � �-�� , : � :_____, � � ---------------- - T-�_ � - : -� � 335 ------------------------- __-- , 339.55 � -------------------- ' ' - -------- �\ _--- - � i , � , � _ _ _ i -------_ i _ _ _ _ � � - - - - - - -� . , . . . . . ,. . I I I I I I I I -- -- _. _-- _. _ _. __ _, _ � I - -- - . _ . � i i' i ! 1� � 0O • OO i i I I I I I I I I I I 1 . I I I I 330 I�� i � i ii i ii� i��i i i i i i i i i i ii 330 ; � � � � � � , � � � � � i i i i i 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 � jli. '. I � �,, � � 0.050 _� _ � � � � � 340 ' , ; , , , - 0 .050 : � � � � � � � 340 � � � _. : ---------- -- . 3: � 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 _ _ _ . - 335 - ; � � _�_ ------------- . : `---------- � ------=--^----- .� _ 335 ' --- . . 339.37 _ _------ _ _. _ ��. � I ------- ---- ---------- —_- _ . i . . i . i � � II, i i - - — -- . . . i � , � , � , � , � , , i u . —. _�_ _ � I, i i - — _ � � -�-- _ _ � � i - _ _ _� _ _ - --- 14 � 75.00 330 I_ � � 330 __ I � � _ , __ _ I - -- : � — , � _ _— I �-�� , , . . 0.050 : � 4 �� - � � . 0.050 � 3 0 � , _ __ 3 5.� � � � � 340 � __ _ __ _-. i �� -------------- -- __ -: _ _ � _ _; __ � � - _ _ _ _ _-- ---� �- - � � _ . , . . . , ---- � � , . , . i � � -- � � - � . , - _ _ ----� � _ -------� 335 : ---- � -----------------------:----------------------- 335 _ ` ----- -�___-- 339.27 � -------------- ------�- � � � � � � � � � � ------- _ _- ---- ---- - _ � � � _-_ __ � ��„��, �, � , � . i i � _ �� :-; 14+50.00 � � __ � � 330 I- � � :--_ � � � � � � � 33Q -- _�_ _ � - � - I�, __,- � �`r---�` �------ -- , --- ' 0.050 340 !, - , - _ _ --- 0 .050 � --- - __ 4•5:� � � � , � 340 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 �� 335 ------- - - - �---------------------------------------------- 335 � � -�----- 33933 ' ,_ �_____ _---- - ___ . : , ---------,------- � I � -H-N- • - - -- - - --- -- -- - ; � --- - _ � � _� _ __ , _ - - - � � � � i � � � _._ _. -- � � , . - - - -- --- - - - -- -- - - _ -- -- �� _, �� 14 + 2 5. 00 _ _ __ � � � � � _ _ _ __ _ _ _ . __ _ _ __ _ _ _ _ _ _ � �� 330 '� - -- -- - - __ __ __ ___ _ _ - -- - - -- - - .�� .�.�` ��.�.� - -- - - --- -- -- . __ __ __ ._ - - -- - - - - - ,- 330 ii _-- -- - - -- , - -- =�1=�- -1- - - - _ _ - - - - - _. _ I I-_ _ __ _i -i - - - - ---_ _ _. _ '_-u-f_ �� ____ __ � -. - - - --- -- - - - -- - - - - - - - - - - - - - - - - ` _�_ �, -- - -- - _ � 0.050 340 �, 0.050 - - _--- _ _- -I -' . 340 - _I _ - - -- _ ; � _ _. � _i _ _.: � -.--- �' i _ -- - _ 1 - � _ ' ,.. - - I � �'' _ - � , , __ _ : �_: _ _ _ _ . _ - - - - - - � _- - - - ----- - - _ � � �. _ -- -- - --- - -- � ..- - - - - -_ _�� I � � � _i_ �i . I � ------_--__— �— � � � ------ _-__-----� � .� ; , � � , , � � , , , �-� I ' I � __ __ I � I - - - - � - - - - -- ---. I _ _ , �� _._ � 335 ,� , -_-- . .a� ----------------_ ' - - _ _ `�____ �_ � ._ ' _-------------------------- 335 � �------ ---- ---.- , , 339.47 - ------- - � ----------- - - - - - - ----- - -- - _ _ __ �� I _ — — - _ _ _ _ i i _ � � � � , � , , _ _ . �_ - i_ I_ . . _ � I : . - - - - - - , � , - - -- �� ; - 14 � 00.00 - - -- _ __- - ; - - __-- _ �-: -_: �_ _� _ _ _ _____ _ __ _ --- __ _� __ _- � ; � __ , 330 � o -, � � ____ _- - - --- -- - - 0 - --- --- _ --- - --- - -- �i - - - ;- - � _ _ ________ __ _ _ --- - ------- ---- ,- -- - - -- - - - - 33 � Q �� _� �_ - - - - - o x � _i i_ i _ �, J � — — — — __ _I� I- _ I� — — -- — — — — i —i — � _._ _ ___ _ ._____ _ ___. _ _ _ _ __ ___.___ _-------, _ __ _ :_ _, _,__ _—.__ _---- — —_ _____ _, _— ._,___ . —_.. — _ ------_ —.__,_—.__ — --____,___ _______ _ .______----___ ___—__._ > � I ' ' I _ _' I � I ' ' I ' I I ' ' � o� � ' 75 70 I 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 I 30 35 40 45 50 55 60 65 70 75 �� n rrePa�ed �n tne N� FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. . Office of: 1� su��T 504 Meadowlands Drive B R I D G E N 0 6 2 0 01 9 � R, Hillsborough. N� z,z,8 1 7 B P 8 R 8 9 X- 3 i i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 ! • (919) 732-6676 (FAX) . . . I_ _ — . _ , _ - _ I - I 75 � 70 65 60 - 55 50 45 � 40 35 -= 30 25 20 � 15 10 - 5 -�� 0 5 i- 10 15 20 25 ; 30 ' � 35 40 ,' 45 50 55 60 65 70 75 ^ � ^ . _ _ . _ � - - _ __ _ .�_. _ - � � _ � � � � '_ � i _ � � _ _ _ _T _ _ , _ _ - : -- , _ _ , � � � - - ' - _ - _ _ -- ----- -- - -- ° _ _ - - - - -- - -- - - � , � , _ , _, , ___ , -- i i i i � i li � � i _ , . � _� , _ �.�2� ' � ' �.�2� : I- � � _ _ _ - _ , _ 340 I' � �e �� 0 �0 �� 0 �e ee �� '',. 340 _ � � I � I I I __ � � i I ' ' ___ _ - � � __'_. _ ^ _ _ _ _ _ — — — — � � � � _, . _:- . __ � -- . - _ � � � __ _ _-- _ 335 ', � � � , ____ -- 5 � ,- _____-- - - - ---------------------------------------------=--------_ --- _- ___ _ __ --- ---------- -- �� - _ __. _ � � --- - -- - - � ; - _ ----- . - -- -! � --- � , , : _ � ,� _ _ _ � �- � _, , - - �� \__ _, __ : �I _ � - � - � � � � � �. -- I , i 335.23 330 _------ � , , ; ' 330 , - — — — -_ : _i _i_; _ : i_ — i _ — — — — — — — --- -- -- --- __ -- — --- — -- — —�— ! - i --- — — — i -- -- — -- -- — — i ____ � � � � � 6+ 25 00 __ . i i i i i i � i � i i i i �� i �i i � , i i - I I�!II I II I 1 I I I 325 i. � � i � i i, i i i i i : _ = i i i i i i i i 325 ; , � � �� _ i i � � i i i � � i 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 ..... 350 '�I � , � � � � � � � � � BEGI N BRI DGE L STA. 16 � 10.84 ; ; ��— — � � � � � � � � 350 i � � i i ; � i � _ . . _ -- — -- — -- _ _ — -- — _ _ I � � � i i i i i i i I I I i � � � � � I I � � � I � � � ! i i: i: � I I I I I I I I I I I I I I I I I � i � �� i� i�� i � � � � � i� ,j45 345 � � � � � � � ; � i i i i i , � � � I I I I I I I -°— � � � . _. I I I I I I I I I I I _! I I I I I I I I - I. I i i i I i � - . i i i _ I�� _ Q.O�O I 0.0�0 , � � � � � � � _ --,— — T_ -r I I I I I � _ � i i � i � � � i I I I — — — — — 340 , � , , _ _ - - - - - .� _ � � � � � � � 340 ; : 't'� - : - , ?'I ' ; - - -- � I � i �� _ � . - -- � i , i < _ y. _ � I i I i �. r I \ I I I _ , -I - - -- - - ---. -. . . . . . ---,- , , � � � �T . . / _ � � � � � � , ___. _ __- . _-_- - 340. 77 � � � � --- - - _ _ ._ . - _ II �_� � i � i , ---, _— _-------- ---- . . - _ . . -- -- � — 335 '_ �__ �--------------- _ � ��_.� : ; .�__---- ------- ------- �_. 335 , ---� , � . . i i i i � i . i � I � -------- —. ---- , � . . , ,�, --�------------- -- II �� ` � � -� �, i , � , i V . / i - - --- -- � � � _- - - . - � � � � , _ � . i i � — — � � � -_-_ 16+00.00 � 330 � � 330 � � � -- � __ _ � � � � - � � � � � . : :� � ' � ' - � � � . 0.021 0.021 � _, . . _ , � 340 __ _--- ---- --_ � � � � 340 ; _ ,, ,1 __ -- -- ----� ` 2• � � --- I - `L • - � • i � � � . � � � . � \ � � �� - - - - - - - - - T - I I � �� _ _ � i � _ - - - -- - -- , . , J � I � � .335 I - - - - : : 340.43 � � T T . 335 - - � -- __ ___ � __ -_ _ _- --- - ----- , - - - . _. ----�_ _ __-_ - . � ,----------- ---- �. --------------------�--------- _ ' i _ : � _ _ _ _ _ _ ------- __ I�I � - _-- ---- �� - - - - .-- ; � - � � � �---- I �, � � 330 i �, � � J � 5+ 7 5. � Q � � 330 � ____ _ __ __ _ _ --- - - - - _ - -- _ _ ---- - --- - - -- - - - _- _ - --_ __ - ---- � --- -- -- - - - - - - - -- - � - -- -- -- - - --- - - - - - ,- -- - -- - , 340 i � - --. , - - � ---� : . I_I � I �� . . `L'� , i-�-�- �-�-,�-��-�- -�-�--�� - � ---. -- � � ---- -- - - - --- -- - - - - , , , ---- -- � , �- ---- - 335 ------ . .. . _- � _ _ _ _. ---- ------- __ . ---_�_--- � _ i _� � , _� � , _�i I�II,_ I - ' � I _ _ _ _ __ . _ _ _ _I_ i , I ' / � � i _I I_ . I � � � � - I� _ I . . - � � � � _�- -� -�-�-- � 330 _ : : : : � � i i =-- -- - - - - � . I � I - _._ - I_ . . _ � I_: . _ � i : c� _ _ _ . _ _ _. . , �r�� _I � ° - - ----- -- _I i-. ____ o -i� i - --- -___ _- - - --- -- - - - - - . . I_ _ L i i �o Q �� -I I . . . o x � _ _. . . �, J L — — — — _I� _I- , �' — --------, _ _— --- ___. _ _. _ __ ___._-- � � � _ I i , � ___ _ ._____ _ i _ _ _. - �� I 75 70 , 65 60 55 50 45 40 35 30 25 20 �� n 0.033 _ � I� 0.033 � � _, , -----------------------�-.�- 15 10 340.11 15 +50.00 _____ \\ ?•, _- - _ � --- - . _ .- , � - -- - - - - . , ,, . � `_____ _---- - __ - -. 'iiii� -- _I� _--- --__ _____ _ _ ---_.___ . — — _ . . ------_ —.__,_—.__ L I , , i __.--' i I - .--___,___ _______ _ ______----___ , ___—_ 5 0 5 10 15 20 25 I 30 35 40 45 50 55 60 65 70 75 ��• 335 330 i I _ _ II 75 � 70 65 60 - 55 50 45 � 40 35 — 30 25 20 i ^ � _ _ , _ - _T _ _ -- -----' - __ °- � � � � � � � � � � � � � � � � � � � � � � � � 345 �� , , , � � � ! � � i_; �.. : _. ---- -- - - - - -_ . . I ____ i i i ' , ; '; ,_ „ i �� i I � 340 ' : - �-- � .1 � � : . �• � , i � �=_ � - � _- _ _ � _ _ � � � � 335 -'�-� ' : , : � � �� --��. � � � - � � � � � — — — — — — - - - - - - - - - - - - - - - — — - = — — — - — — - — — - - - - — — — — � �I � , . I I I I I I I ' I . . : : �� ,, ; ,, , � �� 330 � � � �� ; � � �' ; � � � � � �� i i i ii i��i - I I i i i I i � i l I I I I I I , i �i i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yreparetl in Tne NC FIRM LICENSE No: P-03: Office of: 1� su��T 504 Meadowlands Drive B R I D G E N O 6 2 0 01 9 R, Hillsborough, N� z,z,8 i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 -- , I • (919) 732-6676 (FAX) � 15 10 _ 5 _'� 0 5 i- 10 15 20 25 ; 30 ' � 35 40 � 45 � ^� -,� - , , , �� i�� : �i �i �i�� I i, � 0 2.5 5 50 55 � .�_. .� PROJ. REFERENCE NO 1 7BP. 8. R. 89 SHEET NO. X -4 65 70 � 75 � � ; ,, _ � . __ � � 345 _ � _ _- --- __ -- ---- --- - --- - - - -�- -- -- - -- -- - - !- 3� 0.020 _ , 0.020 _ � � _ i i i -- � ' i i . - ii ii� ii I I I _r---------------------------- � � � � � � �� _ _ � � 340 _ : i _ . : : : . . . . ; - � ` ` � � � 2• J -_, �i �i �i i ________ _ , \ \ _. _ � � � i' �. _ _ . I I I i �� -.._, I I_I_ -�I I - I I I I I I I I I .....- � � 3 4 1. 0 1 �� ; � � � � � , � _ � --- , ; � - - . � � �� . �. �. ��:- -��- -T T�-- � _. , � � � . _ 335 ' '� �-_--------------------__-_--- _ — — — — — — — — — — — — — — — — —.- � � 17+00.00 �_� . .__ _ _ __ _ _I 355 ' , � „ � - � : � � ; ' ; ,,; : �� I � � � � �- E N D B RI D G E-L- STA. 16 + 8 3.16 '�� , ,: : , _ ii�i i i i i ii� i� � � 350 - _ � � � � � � � � �� -. — � 345 �� - � . I '_ : { II � � � - _� 0. 02 0 ._�_ 0. 02 0� � I_ . , , _ _ � - - _ _- - - _ ---- -- 340 II- � --- -- � , o0000000000QOQeoo��000aoo �, � �� .- - - -- - - �I ! - - _I - : � _ : ! _ 'I . _. � � � , , � 341.18 �- �� - - . . , � __ -_ �� 335 '� -� : . ��-- � -,,` . . � �--------------� '� ----- ---- ----------- -------� ---------- - - - - - ---- , ,-,- ------- , _ : 16 � 75.00 � � � � � �! � � u ,_. _ �� 330 I - � � 345 ' � ____ -- - - - - 340 I'� _�i _ i� i�, „ _ _ - ' ! : ' ,, ! _ _ �I� - - 335 _ - - - - - - - - - - - -.-�_ �4��: � � _ ii. -----� . - --- - --- - - __ _ ______ ___ --- - I____ I �` _ . — — — , 1 i . � — — -- — — -- — — — i � I -- � � I -. i ------ -- ------- --- ,_ - � ____ -- - - - � _ � : . _,_ _I_, _ ------ - _ � ---- -- �_ , ________________ -- 330 - ------------------------------------------------------ � � - - � _ � I I � I I I =- - -- ----- --=�-I � I I-I� � I H- F i I I I I� I H-I� I I-I� �-��_I �-I�-rt � i r�_I_ r�-I i� �-I�I_r� i �-�-� ��-� - - ------ -- - �5 � �� _ _ _ _ �� -'� i 320 �' ____ __ - - --- -- - - - � � � u� �� oX� N J � — — — . _..—.—.—._— . —: .. .—.—.—. . .—.. . _ .—. .. .,. . >� U ._..: �I . .. _. .. -� � ..--._ . _ . ._.. . . .. I . .. _ . . .. O �� [ II i z� � 75 70 65 60 55 50 45 � � �n 40 35 30 25 20 15 10 331.5 16+50.00 � � � 330 355 350 � i 345 340 . . � . . , ----------------------------_ 335 . � . � . � - - - _ _ i� - - - - - � � � . _. . _ _-_ . , . -.--_ /� - -- - -- __--___-\ � l , � - - - -. -- Iiiil'iIIIIIIi'ili�ii�� II -_ -- �I�� - --------�\ _ � - - -- � --- - ----. � - \�--_-- _,� � � 33Q 345 �- 340 ,, 335 !�_N-�- 330 ;�-;-j- s.325 � - � ' ' - -,� - - - ----- - -- - --_ ___ _ __ _ _ __ ____ _ _ _- -- - -- - - -- - - - - - , - -- - - - --�-�- - -I-H--I-I-�- 320 — — —_ —— — — �—�— _ � � / � � � � _--- --__ _____ _ --_.___ . :-__- _ ------_ _.____.__ - � --_______ _______ _ ______----___ _�__ __._ � ' L I , , i , i i , , ' � � 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 i . . .I. , _ . . . ... . . . . . . .. . . _ . . . . . �. _ . . . . . .. .. . . . . .. � . I 75 � 70 65 60 - 55 50 45 � 40 35 — 30 . . . . . . . . -. . .. _ . . . . . . . , . . _ . . . . . . . . . . . . _ . . .. . . _T . . I I I —' _ .�_ ' _ _ ' — ' ' :. � ,—. .. _— :. � — _ .--. � � � � � � � � 345 �� , �� _ � � � ---- -- - - - - - � __- _ � � � � i i i � � � 340 � ' - : : , - . �- �- _ . . _ :� , , � ��J� - _ -------- -- - - - -- -- - - _ _ . � � � -------___ _ � _ � ---- ---- . � ---------- �� _�__� � � — - -- -- ' — --_-------- -- —�� 335 � I . � � i � �i i i i� � � i i i i 330 I ' � �' � �''� � � � : � � � � _ � � � _�� 345 � , � � , � � �� - - - - � � �� 340 I - , , _ � ,,. ,, . � - - --- -- - - --- - - - - - - � � � . __ . ____ . ___ . : _ . � � � --------------- ' � ---------------- �:_�-------' -- 335 _w� _- __ __ __;_.� � _ ---- _ _ ; i �� .�.�o '�, _ -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yreparetl in Tne NC FIRM LICENSE No: P-03: Office of: 1� su��T 504 Meadowlands Drive B R I D G E N O 6 2 0 01 9 R, Hillsborough, N� z,z,8 i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 • (919) 732-6676 (FAX) .� . � �r .- �, . ..� � . �� . � . . . � � . � � . � . . . �� r � � � r � � � � � r � i � , . . . . . . . . . . . .� � 340.86 �' � l 7:+ 75.00 :� , �_ 0 2.5 5 r r PROJ. REFERENCE NO, 1 7BP. 8. R. 89 i r �� SHEET NO. X -5 345 340 \ � � � � � _ ,— ' _ . . -- � — --- -- , _ i i i i i i i i i ____— _ . _ `------------------ ------------------- ' - 335 _ , --- -----------� : � -- _ . . : . __ : -� ��\ !-N�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 — — — — - — — — — — — • 330 : 345 � 340 � i 330 , ,i - � � 345 I ,: . I�. � � 345 , , 0.003 __ � 0.003 _ _ � �-- , � � - � - � -- - f , � _ _ � � � �� - - -- � - - --- --- � _ ------ , � _-------- ---- 340 .1 � �--- -- _ `_ �: -�_ -- __ -----_,,` _. , 340 �� ' /�' i �__-� I il I � �'J I I, — — , // — \\ . ' � _ � —.�� , / _ i � —I_ i i I —�— � --- — � � i � — / .— I. _ \ � i i i i i i i i i � i I_ — / / , 340.87 • � � 335 - -_ _� � . _ . �. �_-_-----.--- �- , -._: ___ , _ _ , __ 335 II I --------------------------------�� -- — — — -- ---------- ---------------------------------------— I , , , , _ _ ___ _ _ _ _ _ _ _ _ _ _ -_ 17+50.00 _ _ _ _. : , : . , _: � _ _ __ 330 II - - - - - - - - - - - - 330 � � - -- -- - - - - - - - -- - - --- -- -- . -- - � � � � I � - -_. , __, ; _-_; _-, - _ . _ --- -�_�_ -- -- � 345 335 � _ _i _ _ i_� , _i_'� � � _�_ -_ 0.009 - - - � 0.009 � --:--- - _- _ � � -_-�-�- _ � __ ___-------- --------___ � 1 - � _ rL. �- � -__ , � � � � � - - , - . - - - I � �_ _:__ ______ _ - -- ___ � � ' I � � . � � _ � � � I ! - 340.92 - � , \ ' - � :: : � . � _ __ � __�i _ J _ � �. _ _ — — — -- --- — -- _I ---------------------- -- _ — — — � � � _ __ _ _ _-_ _ _ __ - � � __ 17+25.00 , , ; ' � _ _ _ � , �� _ _ _ _ �� i I _ _. o _i � . , --- _ - -- .- . �_, _ ?• � ; - -- - -- I _ - - _ , I - - �_ - - -- - - -' , - - � i I�,�---------- ------------ — . . — ---�--- — .� —��:--.��_ — �.��_.___ I'Illllll�llll��l�ll�iiiliiillii��li�iiliii�� _ __i_ _ i i � � � � � , , � ---- -- —_____ _. _ --- --- --- --- — --- — --- — -- — --- --- — � -'� � 330 � ____ _- - - --- -- - - - - - ;- - -; - - - � - -,� --- - - - -- - -- - - - - - - - - �- - - ----- --- __ _ _ __ _ � a� ' � -i i � Q — � x � — — — — =j _j= I — — -- — — — N J� L . . . . -- � � — I . . . . . . . . I � > U . . I .. . .. _ . . . . . I . . .. _ . .. ._ ._—. . �. .—.—. ....—.—.— � . . .: .. ---------�,. _ .— .. .. . �. ... _—. I .—.. ..:.—. —� —,. _ . --.._.—.. . . . . . . . . .. ..--`-- I — —:— _. .. . . .. _. .,.—.—.--.— . . . ._ . .. .. -� � �— .—,._.:—._ ,. I . :.—..—.. �—� I _ .. ,. . ---�---.—.. I .—.—.—.,—.—.—.—.. . ... .. . _.. � _.. , . � .. .. -� � ..--._ . ._... .. _..—.—.—.. . . — .. . .—.—.—. . .—.. . . _ .—. .. .. .,. . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . � —. o� � ' 75 70 I 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 I 30 35 40 45 50 �� n ;; 345 55 I 60 I 65 70 I 75 340 335 _� 330 rrePa�ed �n tne N� FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. . Office of: 1� su��T 504 Meadowlands Drive B R I D G E N 0 6 2 0 01 9 � R, Hillsborough. N� z,z,8 1 7 B P 8 R 8 9 X- 6 i i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 ! • (919) 732-6676 (FAX) . . . I_ _ — . _ , _ - _ I - I 75 � 70 65 60 - 55 50 45 � 40 35 -= 30 25 20 � 15 10 - 5 -�� 0 5 i- 10 15 20 25 �'; 30 ' � 35 40 ,' 45 50 55 60 65 70 75 ^ � ^ . _ _ . _ � - - _ __ _ .�_. _ - � � _ � � � � '_ � 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 . . _ _ __ _ . n i i i i i� _ _ - � 345 . Q i ' 345 '- � � �, � � - � � - � , � ,- 05 0 � . __, � 0. 05 0 ,, --- __ __ __ -- ---- --- - --- - - - -- -- -- - -- -- - - -- � 6 �� ------------------------- _ � � � � � � � � � � � � � -- �--- --------- � � � � ---_____ �� - --- -_ _---- -- -- --- --- - ---- -- __ . - - - - - _ _ -___` � �� ii i i i i . ____�� . - - - ----J , _ -- --- _ - __ _—_ _ � I I I I I I I I I I ` --�.—_ �'� �•� , i ,, i � - - ---�_ — — — - — — — — — 340 � � i I : --__ _-- : -�- 340 _ _ --------- -_ ---- � -------------=------ � � � � � � � � ---------. _ . __ _ i i � � i i i � � i � � � � � � � � � � � � i i � �_�_I� � i � i �� i i : _ � � - _ _ � � 339.77 � , , , _ � _ � _ _ _ _ � � � �� , � � � --- 341.79 __. _� i_-�_�_� � i � � � � � i � ____ � i ill i i I ii Ilil i �� i i _-- 335 I � � � � � � � � � 335 � � �� 19 � 00.00 _ _ _ _ __ _ __ _ __ �� _ _ _ __ _{ _ , 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 ii i ii� 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 I I I I I I I I I I I I � i l 1 I I I I I I I I I I I �.. I I I I I I � I � j I I � I _I�r � . � � � I I . I I I I I i — I I 345 � - TI E TO - _ � � � � � � � 345 � 0.050 , I '' '' '' ' ' ' 'C 0 05 .� _ _ -_____ DRIVEWAY 10�� : _ _ __ . _ --- -_.. . -- ----__ 0 � � . . � __ . _ � II ;I -------------------- . ___--------- --__________ �_____ - -- ------_____ _____ __ , _ - - ?.� � � - - ----- _ �_i_i i i _i _ . , _, ,_ -__._ � _ -_, _ , �_ _--- - � � . . . � � � ---_,�� ` ` , ` : � — i I I i I I i i - - ^ — � — — — --- — —�----� — 340 ' , i I i 340 � _________,_ � ' -'�' - - I -q •1- - - � � � � � � � � ! � � i - � — - -- � �. �, Y � — — — _ _ _ . , — ._ _ I I I _ _ _ — — — — — — — — — — — — — — — — . — — — — — — — — — II — — I _ � , , !I _ - - 341.60 � _ : --_ _ . � . . - 337.80 � 335 ' � � 335 18+75.00 _ _. � � _ , __ �� , , , .�.30 I- � � � � 330 ; _ � � � � �, - - � - _ , � 345 I _ : � � 345 _-_ _ - 0 . 04 8 : ' - . . ,,,, ,,,, , : �.1 0.048 � __ .- � � - - - - -- - - � � � � _ --- , , _ I I! i -� �i_— ---------.___ � � -- � --- ---------------------------��_��_,_��— ----��„_�_ \\ �� I I i � II , . . 1 � 340 _.` -�. �_._ `��._ ` _. ._�_��.-_�� . -��--._��- _�. __._� � , . �, ; � � � � � � � 340 _ - �� I I I I � I - - : . �- -"-----___---_ 2. .'� I _ _ �� --:� --,� . � ' 341 41 - - -'�. . �-- � -- - �--- - --- - - -- --_ _ _ _ ___ _. -__------- :_ . �� _ � �� _ -------------------------- 335 ' � � � : _ 335 �_ _ � � 18+50.00 � � � _ . , __ __ ___ _ __ _ ____ ___ _ _ , ____ __ _ _ _ _ _ _ _ __ _ _ __ . _ _ ___ __ _ _ ___ . _ _ _ 330 II - - - - - - - - - - - - 330 � � - -- -- - - - - - - - -- - - --- -- -- . -- -- - - --- - - - - - ,- -- - -- - , � — -- , - � - � ---- _ . _ --- — _..-- -- �IIII _ _ _ __ �- _- - - - , 345 �-�-u-» 340 I _,�, 335 - - - _i _ _ _ ___ __ __ __- - - _ __ - - : i_i _i_'� ! __ i - , � � - -- - -- -- - - -- -- ` �' , _ -- -- - - 0. 03 7 - 0. 03 7 - - - --- -- -- - -- - - - -- - - - - - - - - - . , �� iii - --- -- - - _ _ - _ ; � _ � : 4: _ , _ , � ------ __ _ � __ - _ � _------ _ _ -- - - - --- -- - - - - - _ _ _ -- - - - - - - - - _ -------_ ,. � , , � � —_______—_. i _ _ _--- - --- -- - -;-- � __ _ _ � - �, 2 � - - - - � li„ �� i i i i ; �� .� i , - -____ ,, , , - ___ _ , _ , � , - -- -- - � ----------- - � � ____ , - - � � � � � -------------------� , � � �� I --- - --- - - -I �_: � _ � ! _.-_ --- - ------- ---- !- -- _ , ---------------------__—.__—_,_ _— ___ __,___---_ _ —___ ------ -_. - -- - - - . ,� - -- - - - ' --- - �: i __i- � I 341.22 - �------__- _ �, � � � � � � � �, � � � � �� ' I �� 345 340 - - -�_ _� --�-�-- �- - - - - - - - - - : . : . - . - - - 335 � _ _ _ - - ----- - - - - , , , , � - - - - - �----- --�- - ------------ ----------=-=------------- �, - - - � . _ _ _ - �� ; _ _I _ I _ _ _ � �� __ - �_ _ ��_ 18+25.00 _ _ _ _ _ __ ��, I �� _ _ _ _ � , � _ _ _ _ __i_ _i iii i _ _ ��, �, � � ---- - � -'� � 330 �' ---- - i � � u� �� oX� N J � — — — �� _ � _ � � � O �i � II z �- �, � 75 �� n _ _ �— I I — — _ 70 65 60 55 50 45 40 35 :i : -� � -- -�_ -- -_-- � - _i � _ � =j _j= � . .: .. ---------�,. .. .— .. .. _ �. ... _—. I .—.. ..:.—. —� —,. -- 30 25 20 15 10 , � � - � ' ' - -,� - - - ----- - -- - --_ ___ _ __ _ _ __ ____ _ _ _- -- - -- - - -- - - - - - , - -- - - - --�-�- - -I-H--I-I-�- 330 - - -_ -- - - �-�- _ � � / � � � � _---� --__ _____ _ --_.___ . :-__- _ -�-----_ _.____.__ -� � --_______ _______ _ ______-�---___ _�__ __._ � ' L I , , i , i i , , ' � ! 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 rrePa�ed �n tne N� FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. . Office of: 1� su��T 504 Meadowlands Drive B R I D G E N 0 6 2 0 01 9 � R, Hillsborough. N� z,z,8 1 7 B P 8 R 8 9 X- 7 i i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 ! • (919) 732-6676 (FAX) . . . I_ _ — . _ , _ - _ I - I 75 � 70 65 60 - 55 50 45 � 40 35 -= 30 25 20 � 15 10 - 5 -�� 0 5 i- 10 15 20 25 ; 30 ' � 35 40 ,' 45 50 55 60 65 70 75 ^ � ^ . _ _ . _ � - - _ __ _ .�_. _ - � � _ � � � � '_ � 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 — — — — — — — � , ` : O 0 _ 345 ;- � � � � ; i : . , ` \ ` { , , ,— - � � _,- . 5 p _ � i i 345 � _ � VAR. 0. 05 0 ---- -- - - -� � , ; -- -- - -- -- - - - � _--- ---- � � � -- - --- - -- - -- - - - - -;- ,- , _ - _ ____ �, ___- --- --_____ _ _ 4 � � � � � �, ,, � � � � -- , __ ,L � � � __- -__ ' ,- _ _ _- - -----___ ____ -- -- _ _ ----- - - _ _ � - - • _ �� -- - - ----- �� __ _ _ _ - -_ __ , __ _ . � . - - . ____ ' � � � � � � I � i -- — ---- — — — _ _ � _ _ _ _ � � � � ��/� _ i I I I I I I I I I I I I . . I I I I i ' I —�— _ -- _ ___ — ------ — — — — — — — — — - 340 _ ____ _ � � � � � , ; , , - - - - - - 340 � � �� - �� 340.98 _ --- � _ .-- � � i i � � � i � � I � � � i � � 342.99 _ i i i i i i i i i i � � i i� � � �� I I i i__I _ _ . _ --- -- -- — — — _ � ii _ . . . . .- 1 1 I I I i I I I I I I I I I I I I I I I � i I. I I I I I i I I. i I I I 335 I , 2 0+ � �. 0 0 � � � � � � � 335 � �� 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 1 I I I I I I I I II I II� liil 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 I I I I I I I I I I I I I I I I � i 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 _II I �r � — �r `--------- I I I I' _ ' I I : _ I I I I I —,________ _ _ �________- - - - _ _ ' ' p 05 . '� , � � - __-__ --___ 345 _ _ _ _ � _ VAR, 0 _ _ _ � � .� . .� � � � � � � � 345 . - _ -�-'--__ . -. 0.050 � � � , � _ _ __ _ _ -,------ - ----- _ � _ _ ---_ . � _ - _ _ - - --- _ _� , - ---- - - -- - - - - _ _-- -_ _ -_ � �� - _ -_�__ 4. ,� � __ , _ . . _ - _ _ _ _ .-- - _ _ _ _� •_ ___----_. _--�-------� - ---- -� -- --�- , - ---- - - _ _ __-----� � ----- �� i i� , I I i , i i I i i I I i i i., . . � i I i I I i ��. � /� �.— .� . . i . . . . . . . . . . . � . � � I � � � � � � � � � � I I � I � I . . . .. . .. � . .. .. . .. . . . . . . . . . . . � �. `. . . / / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .— .— .�' . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . : .. . . .I--- I . . . . . . . .._ .�. �. _ _ ._ . 340 '_ : � - ---------------------.-------__--- _ 340 � � � � � � i i �_ _ 340.86 � u � � � -- I . - - - -- 342.60 -- --- . _ � 335 ' � 9� 7 5. � 0 � � 335 _ � , ; 'u , - - � � � . � � � � � � � � � � _ � � � . � ; . TI E TO � � 345 � � ----------------- � � 10:1 0.050 0.050 �� ' � 345 � � ---_ DRIVEWAY � _ � � � __ i � � 1 - � - - � � � - � � - � � � � . . . . . . . . . . . . . . . . . . . .� . . . . . . . . � � � r- . .. . . . . . . . . � � .� �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -_ _- ---- 4 � � � � , --- -- l __ , -___ . , � �� __ _ _ . ,� __ __ � � _ _ _ . _� -T- ---__ _- -- ------- - ---- - - --- --- _--------- ----�� -- - ----_ � -_ , ------_ , . . _, ------- 340 � � __�._-_��-" `_� ------------- ------- _ _ .-.-.__ __ _ ------- --- 340 _ _._ � _._ ._ �� ._ ��__.� . _�_ � � _ -'_ - - - 340.50 ; � -- � - 342 .2 6 � , --- --- � _ � 335 ' 1 + � � 335 � 9 50.00 ; ____ __ _ _- _ _ ___ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __- . , . __ _ __ __ _ _ -- � � 345 _,�, 335 _, _ _ _; _ _ _ _ ___ __ __ _ , ; i_i , _i_ j , _ _ i _ i . , � , - - -- -- - --- - --- - - - - - : 0.050 � - --- -- -- - - -- - - --- - - - - - - -� -- - - -- - - i. .- P ,,,� � --- 6:� 0.050 -� ��--��-�� ____ ___ ---- ____ _ _ _ -- --- - --- -- - -- - ---- ---- - -- -- --- - --- _ . _ _-_ _ __ _ _ - - -- _______ - � -- - - - ----- - - - - - _ - -- -- - - __ -- _ _ � , __ .._---------- ---'L-1 a _� � � _ _ , — — ------- ----- ---- __— -- _ _ -- ---- � i I i — — — — — — — — — — — _ — _I. _.'. —I.. .... : � : i i i i i I : . _,__--�----- �- - = I 340.13 - - � � _ _ � - ; ___ -- -: - -- - - - --- -- - _�_ ! - - - - -- --- -- - - -- _ : _i ' � � � 341.98 � - -- - -- - --- -- , _ _. . -�- --� , __ -- - - -�_ � _� --�-�-- -�- � - . _ 19 � 2 5 . 00 __ __ _ _ _ __ _ __ - _ _ _ _____ _ _ _ - � � _ _ _ _ _ _____ ___ _ _ ___ _ _ __ - -�_ _ __ _ _ - -- - - - ,_ 345 340 335 _ � � � � __ - i_ _ � i_. � � - - - -- - I � � __ _ _ _ _ _ _ _ _ - - - - - � � _I , _ _ _ _ _ _ _ i _ I � oa i � i 6, � � _ — — ---- -- _ —_ ____ _. _ --- --- — -- --- — --- — — -- — -- — -- -- -- o—i� L _. .----___ _— — — ----- — — — — — . . I— — — . . — — — - — — — — ----- --- — --- --- --- — — -- --- — - — -- — -- — — --- — - -- — -- — — -- — — — i i i i � . _i i_ . . . � �o Q �� I I _ � x� i — — — — =I —I- I� — — -- — — — — I 71 . . . . -- — , . . . . . . . . � �� ._._..: . .. _. .. - ..--._ . .. _ . ._... .. _..—.—.—._— . . . —.: .. .. .—.—.—. _ .—.. . . .. .. _ ..—. . .. .,. . .. ._ ._—. . . .—.—. ....—.—.— . . .. ..------�—�--�,. _ .— .. .. _ �. ..._—. .—.. ..:.—. —� —,. _ . --.._.—.. . . . . . . . . .. ..--`--� -- —:—_. .. . . .. _. .,.—.—.--.—. . . . ._, .. .. _ —�— ..—,._.:—._ �.. . .. :.—..—.. �— _ . .. ,. . —�--�---.—.. .—.—.—.,—.—.—.—.. . ... .. . — --.—..—.—_—,—.—.—. . . __.—..—.—.—.—_ ._. ..—.—.—.—.—.—.—�---.—..—.— ..—.—..—..—_—.—_.— U � � � � � � � � � � � � � � � � � . , . , — —. . . � . . ... . . . �� i 75 70 , 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 I 30 35 40 45 50 55 60 65 70 75 �� n rrePa�e �n + e Nc FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. . Office of: 1� su��T 504 Meadowlands Drive B R I D G E N 0 6 2 0 01 9 � R, Hillsborough. N� z,z,8 1 7 B P 8 R 8 9 X- 8 i i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 ! • (919) 732-6676 (FAX) . . . I_ _ — . _ , _ - _ I - I 75 � 70 65 60 - 55 50 45 � 40 35 -= 30 25 20 � 15 10 - 5 -�� 0 5 i- 10 15 20 25 ; 30 ' � 35 40 ,' 45 50 55 60 65 70 75 ^ � ^ . _ _ . _ � - - _ __ _ .�_. _ - � � _ � � � � '_ � i _ � � _ _ _ _T _ _ , _ _ - : -- , _ _ , � � � - - ' - _ - _ _ -- ----- -- - -- ° _ _ - - - - -- - -- - - � , � , _ , _, , ___ , -- i i i i � i i i i � : i � i i i i � i _ i i i � i i i i i i � _ i i i__ _ . _— _ , . . ,— -- . , i i i i i i � 350 --------------______ , _ � � � � � ' , : � : : : � � 350 — _ _ _ __ . _i _�_ , i_ – i – – – – – – – – – – – – --- -- – – --- -- -- – --- – -- – -- – – – – –�– – – -- – -- -- – – ! - _________ i i i _______ � ---- -- _– __ _ _ - - - — — , _ _, i �i � i � � i i i --- . — ,, i _ � ,— -- ------ -------T--- - — — _— � _ _ �� - _ , i i --__ . __ _ _ _, � � ,_ _ _ � _ 345 �I i 2.•� ,: : 0. 05 0 0. 05 0 � � � , � � � � '� � � � � � 345 � � i � .� _ _.._----.___-_ __; , _-,---�._---.-_._ _ � -- -------- , � � . � - _ ._ „ �I I I I - � �_�- � -. --- _ _ ---------__ _ 4:� : �_, � � � � -_ _ .� _--- --------- --------- --- � i � i � - _ � � � � � . _ � �- - • � � 343. 2 ; . � I 7 - - - � � _ -- _ _ --- ____ � I I i I !-- -�-----_____ -- :_. _._- _. . ' I I I i I I i -_ _ I i I _______ . _�_ �_ � --___ � � � � - - ___ __- .-.. __ ._ 340 � �_ � � --- . � � '� � � � �, , , � 344.01 341.32 . ' --------____ 340 ---- -- _ _ _ _ -- - -- - --- ------ - , I � � . � j _ . . . . . . . . . . . . . . I , i i i i , . .� i i � i i. i . I i . . . � . . . � . . � � � � I . I . . � � � ... . . . . . . . . . . . . . . . . . ... .�._ , _ _.. . . . , . . � � . _ . . . . _ _ __ . : _. .—:_ . __ ., . I _ . . . � . � � � � � � ��. I.. � � � �� ■�� 00•00 � � I I � ..... 335 �� i � i ii i ii� i��i i i i � i i i i i ;� 335 i i i i � � i i � � � � i i i i 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 1 1 1 1 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 � � � � � ?�� : - 0.05� : --� - - : . 345 I _ • - --, 0.050 � � � � � � � � 345 � �� 6:� _-- ------- „ �� - --- � � _ ___ , , , , _- -__- � � __ 4 � � _ . -� � _ _ .� � - - __ - -- -- __ - -- , .-l_ _ �- � 343.71 -. -�L . -_ -_ ___ - _ _' . -_�_- ---- ____- ----- -- __--- . � -----__ T- _______ 340 I'- . � L - -- _ __ ------�------------------ 340 341.30 - '� - i 343 . 94 : � _ __ - �� —�-- � ____ I - , ___ _ ' '' 20 + 75.00 � � � 335 �_ �, � � � � 335 ; — � � � � --- � - � � � , � � ------------- , � � ------------------------ - - . . . I . . . _ _ . , -- , . _ _ � � __ �, �, _ _ -____ 0.050 - _ , , . ' '!_ I VAR• 0.050 , _ � � � � � � � 345 345 I- , �� ` �� _ � _----�_ ---- , � �� . \ _ --__ , _ �--- ----------- --_ --�: -. � _ _ .1 , -�-- I� - �. _-,_ _ _ _ , - _ _ _ _ --- -----� - ---�-- --- __�;, -_ __ -- !- -- - - --- ._ _,- __ , _ _ � _ 340 � � ; � � � � � ------ ----------- 340 ------------- �', - ___ -- - ' 343.75 341.2 0 � � - : - - - - - - ---- - --- � _ _ _ _ __-- ___ _- _ _ . - - - - - - - - - - - --- -- ___ _--_ _ _. � ; 20�50.00 � 335 I� - - - - - - - - - - - - 335 � � - - - -- - - --- -- -- . -- �� - -_ �-_ � � -- - _ _ . _ _-- -�_!_ -- -- � _ _- - - � � � -- – _� _� _ _ _ � I _ _ _ : 1_I _I_ 1 . - i � � II I I�� i �ii� �� --- - - - - - -- - . - - - - - - _ - � _� . - -. I ----'----.-----�--------------- . - _-. _ __ _ -_- i � . . . . . . . ,. .. i i I I . . . . . . . 1 \ . . . � .. . . . .. _I _ . I-I. . . . . . . . . . I . I . . . . . . . . . . . . .` . . . _ , _� , VAR. 345 � _ � � � , � - - � , _ _� � �, __--- � � � - - �� --- � � �. - _- - - - ----- - - - -�, i i i i __ ---- --- -- - --- i i- �-i � - - - � _� --�-�-- -�- � : - 340 I - : : : : ._ .. _ . I . .—... . _ . � 70 65 60 55 50 45 40 35 30 25 20 , � 0.050 0.050 -- _______________ .;� -- -- --------- -----_ rr��--r-i-r�-�-�-r-r-I-�-r-N_I_r-N_r-I_N_I ' - - _ � - � 15 10 � 343.43 20+25.0 �' L 5 0 5 10 15 20 25 30 35 40 45 50 �' .�' �, - -- - -- 4:�__ ��_ � � � -- - -_- /-------- _ 345 55 60 65 70 75 rrePa�e �n + e Nc FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHE . Office of: 1� su��T 504 Meadowlands Drive B R I D G E N 0 6 2 0 01 9 � R, Hillsborough. N� z,z,8 1 7 B P 8 R 8 9 X i i i oesi�Hwxoex�iHee x�seavKes (919) 732-3883 ! • (919) 732-6676 (FAX) . . . I_ _ — . _ , _ - _ I - I 75 � 70 65 60 - 55 50 45 � 40 35 -= 30 25 20 � 15 10 - 5 -�� 0 5 i- 10 15 20 25 ; 30 ' � 35 40 ' 45 50 55 60 65 70 75 ^ � ^ . _ _ . _ � - _. _ __ - � � _ � � � � '_ � i .�_. _ . � � _ _ _ _T _ _ , _ _ - : -- , _ _ , � � � - - ' - _ - _ _ -- ----- -- - -- ° _ _ - - - - -- - -- - - � , � , _ , _, , ___ i i i i � � i i � � i i � i � � i i — i i � i , , , , , , . i i � i ,,,, ------------------------ �= 350 ---------------� � � , � � _ _- � � � � ; � _ _ � � : ��-� - , �. , - .� � ., _ � 350 __ , � _ _ : _ , ' 0.020 , - - -�- -- -- - -- -- - - ! - 345 �� ; � ` ` , �_ � 345 , 0.013 ---- -- - - - -- - -- - --- - � � � � --- - � � I____ : 6� � �� _ � -- �_ : , ,� _-_ -_------- ---------- . 4:� � � � � � - - �- , _ - � � � . _ __ . , � � � __ -_ i - _ _ - ' ' 342.22 _- _-- - . _ _�___ � --____ _ ' ' ' '_ � � 340 I � �' � � �'' ' ' _____ _ '� �� - � � � � � � � � � � � � � � , -'_ :- -_ .�_�-_- -_� _'_� �- ' � �'� �' 340 � � � � � 340.97 � --- _ � � � � � � -_ � � � � � � � � � � 343.28 . __ � � � __ __ __ -; _ �___ I I i i—i— I I � I I. �— --- .--- —i—i i i i i i ; i — i —� _ _ . _ _ _ � � � — � — _ _. _ _ � i i _ - � I i illl I I Illi Ilij I I I i I � I � � � 0 O O O � --- � . ._ _. . . _ 335 I � � • � � � � � � � 335 � �� 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 II I II� liil 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 I I I I I I I _ .- ,- � - , - � . - - � - I I I I I I � i l 1 I I I I I I I I I I I _II 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 _` — — 350 __-- ---_ _ _—__ _____ ___- ------- - --- - _ _ - . : : � � ` , : � � � � � � � � � � : i _ � � — — — — _ � — — — — -- � ; ?. � � � _ . _ % � _ � : � ---_ _— _ __ _ . _ --- � � � � � � � � � � _ i i i _ � -- - � -- —� — — � - 345 '; _ • 0.024 0.024 � � � � � � �� i � � � �� i i i I � I I 6:� � � _----- - _ _ -- - �___ -- — -------- 4;� '� I i i - -- _ ^ . � � — � . - �- 342.77 . . . - �-_ --_ ' , . ____ _ __ ____ , 340 ' _ . __ u__ � - - 341.2 5 - __ . �__ _ _ _ __ � � ��I' ' 343.59 : � -_ i � , � � _ �_,_ _ ------_ I- ___- _ __ -- —_ , „ � 21 � 75.00 � � � , 335 I- I � � � ; � - ; � i i ��i_ i ------ ---� —_-----_ —, ' , i _ — _ _ _ _ _ _ _ _ _ ` _ _ .�50 - - -: � � �_ i; — ----� ,,, i � i _ � � , i i � �-- _ _, , _ - 350 340 � 335 350 2• J � � � — _ � -- — — -- — — — — ! — i i , � � 0.035 345 '_ - �� - : : 0. 0 3 5 � � � � � � � � 345 � , , , ' - �E�:� i i _ `____ -- --------- -- ____ _ 4:� .1 � � �. � � - __ -_ _- _ _� _ ---- --- ---�-- , --- �J � � _ _ �_ 343.22 - ---- . __ --- _ ----_ � _ - __,-_-_��__ , --- ---____ � � 340 _ : � � � � � � � � � � -- ------__--__ _ __ _,_ 340 -- �'� _ 341.32 _ _ _ , � � 3 43 . 8 6 -_, _ _ ____ -- - - - -_ -- _ __--- -- , � - _- _ - - - - - -- - --- -- --- - �- - - _. _ _ - - �f -- _ -- ---- - _ __ __ - -- - - ---__ - - _ . __. _. � ■■■ ■■■■■■■ ■■■ ■■■ ■■■ ■■■ ■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ � � ■■■ ■■ ■■■ ■■ ■■■ ■■■■■■■ ■■■ ■■■ ■■ ■■■■■■■■ ■■■■ ■■■ ■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ �CC�::C::::C::C:::CC::C:::C ::::::::::::::C:::::::C:::::::::C:::::::::::::::::::�:::::::::::::::::::::C:::C:::C::::::::::::::::::::::::::: �:C::�:C:�:�C�:::�:::::::�::CC�'�:C�CCO�CCG�:CC::CC�G:'�::��C:C�:::C::CC:::C::CCC::C::::C:::::� ::��:::::::::::::::::�:'.:C:: �:::�::' �.. Cii CiCiCiC i:C CCC Sii iiC iiCCiiCiCi CCiiiCi iCiCiiiCiCiiiiiiiiiiiiiiiiiiiCiiiiii■■■■■■■iiii■■ �■■■■ ■■� ■■■iiCiiiiCiiiiCiiiiiiiiiCi Cii ii iCi ii iii iiii iiC CC G'�CC �� iCii CC iiCCCC CC�:CCC CCiCCiiCiC ■ ■�i CCiCiiiiiCiiiiii i iCi i i i o 9 ...E.......E...E...E...E...E..........E.......E .................................... ... ........................ ...�..�...�..�9...9....��...��I��E..�EE....��IO��....9�..E9......E.......�..........��oE.9..........��....E.��...�.E.��E.E�E.�� r■■�■��■■ ■■■ ■■ �■■■■■■■■■■ ■ ■■■■■ ■ ■■■■■■■ ■■■■■■■■■■■ ■■■■■■■ �■■■■ ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■ ■�■■�■■■■�■■■■■■■�■ ■■�■�■�■� �■■��■■■� ■ ■■� ��■ ��■� ■�■■� �■■�■■■��■■��■��■■�■■■■� ■��■■■■■■�■■ ■�■■■■ ��■ �■� �■��■■ �. _ . ' _ l l , , , _ 1._I l_ j : , i � -� - � � ��_� . ------___.�.�_ . � ; -- --- -- ------, _ - - - , _, . _. _ _ � _ - � � � _� , - � —_ ; �� ____ -- - - - ----- - - - _�_, - -- - -- _, , ' _ •�� ,� � . 6_ _ , � _ __ - - - --- -- - 343 .59 -- --- I � L 'I - - - -�_ . _ _ � �� _ _ _ � ; -- 335 � _ -: - _- - - --- -- - - - �� _ I II -� � _-_ I - . . _..--•--- - . I ---. -. - �' 75 70 65 60 55 50 45 P , 0.047 � � 0.047 40 35 30 25 20 15 10 ! !� 344.00 21 +25.00 � ' I , I _ -- - __ 1 _ _ I _ _ 4� � �� i i ! _�__ - - � � _ _ _ - - �..- - - - - ___-__ _ ___________________�_�__�____ � 341.30 I ------- -�_- _ _ - - ----- --- - - _ _ - -- - �� , � �� --- . _� - _�_�I'�I � � � , ----- � � �I' _---- - -_ _____ _ _- _,___ . u-_ - - � L � � � � � � ------_ � ___,_-__ - .--___,___ _______ _ ______----___ , ___-_ ! 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 335 350 345 � �• � 335 rrePa�ed �n tne N� FIRM LICENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. . Office of: 1� su��T 504 Meadowlands Drive B R I D G E N 0 6 2 0 01 9 � Hillsborough. N� z,z,8 1 7 B P 8 R 8 9 X-1 0 i i i oesi�Hwxoex�iHeenix�seavKes (919) 732-3883 ! • (919) 732-6676 (FAX) . . . I_ _ — . _ , _ - _ I - I 75 � 70 65 60 - 55 50 45 � 40 35 -= 30 25 20 � 15 10 - 5 -�� 0 5 i- 10 15 20 25 ; 30 ' � 35 40 ,' 45 50 55 60 65 70 75 ^ � ^ . _ _ . _ � - - _ __ _ .�_. _ - � � _ � � � � '_ � 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 ., E N D PROJ ECT -L- STA. 2 3� 00.0� !,- ; _.__ .: i i i i � i ; 350 �� ; ,, � � � �- � 350 ! ---- -- — — — ! _I i_; . I_ - � — — — — — — — — — — — — --- -- -- ---. __ -- — --- — -- — -- — — — —�— � - — —_ . , _ I . . _ , . . — � -- -- — -- -- — — � I II I I I I I I I i l I I I i �� i� ii i �i i i i i I I�!II I I II I I I. I I. 345 --------- , ,, , � � � � � � � � � � � � � � � 345 _ _ _ � _ _ , ; , � , i i — — — — — — __._.� —._.._,—,— . — — _ _—.— , — — — — — — — — — `i i i i i _ I— — _. —,—' — — — - — — — -- — — — � <I . _ I. I I I. . . . . . . . . . . . . . .. . . . . . . . . . . . ._ .. . . . . . . . . . . . . j\ 1 . . . . . . . . . .. I I . . . . � I I � . . .. _ . . . � ! 0.015 ____ I' 0.02 9-' � � _ , ___ _ � �_�_' � � , _ __-_--� _ - - ----- - -- -- � . �_, . � _� 4:� _ � � � � � � � �____ � I ; i � � —_� 4;� i i � � �� — — � � �� T,�� 340 __ . � � � � � � � 340 � � '� , � _ 340.77 . ---------_� ' � _ � � ' � _ , _ _� � I i i I I i i � I I i. i �_ —�___._ I � � � � � �� I, �' � — — , , , , � 341.99 _ -_________ __ _ _ _ -__-___-_ I� i i i i i i i i i i i i � � � � � ___________ i i i ii i ii� i��i i i i �_ . 335 , , , , ; , , , _ _ _ 335 � � � � � � � � 2 3-�- 00 00 I __ � i i i i ii i i . � i � � � � � � � i i � � � i � � � i � � � � � i � I I I i i i I i � i l � — i i � -- _---- -- ---- 1 1 I 1 1 1 1 1 I I I I I I _ i Ii i i i i I ��I I I II I I I I I I I I _ _ .—_, _. .— i i i ��i : I i � — — _ _ _ _ _ I I I I II — — — — -- — -- � 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 . — _ _ _ � 345 _ � -------_--�� 345 : ,� �— ..._ � � � � � i i i i i i _ � I I i i i . — �'�� ' � � � — I I � � � �. �.�20 �.�2� _ ! I i _ _ � �J _ _ —_ � � � � I � G� _ _ �- �J � � --_ 4:� �, � 340 ' - � _ ��`_� , � —�`- ' - - ` _� � � 340 �� - 340.89 � � � ` ��' � . II - - � : � � _________________ � , . --- I-� � � 342.26 , -- — --____ — --_ - - , -- __ � , � -- _ __ ------------------- 335 II - ; � ; _ 335 2 2 + 75 . 00 ; ; � : � � _ _ _ _ _ �__-._ __ __: - � , , � � � � ------------------ __ _ � � : ________________ , , __ _ _____ . _ � � � ��\ , , — — — _ � II II I I I I I II . . 345 '� ` � -�__ , , , , 345 � - , ?'I �,, 0.010 0.020 , , , : � _ , I� _- I �;.1 , _ _ _ 4; � ',I , --- _ _ __ : - _ _ ,l•� � � � � � , 340 ' _ i = � i - , , - - - - _ _ _ , --- , , , � 340 �I - 341.01 . _ _ _ ____ -- - - , - - _ _ _ , , � � - - _ __ _ _ _ _ _ _ ___ __ - 340.17 - - '- - - - 342.59 - - � � _ -- - -- -- - ---- - -- - __ _ -_ - - �-�-�-- , __ -_ , - - -- - _ __ ------------------- --- - - � � 335 II, 2 2+ 5 �. � � . - -- -- 335 - - - - - - � � � il - -- -- — — — _ __ ,-- ; — , -- , , v I�- — -- — — __-__ -- _ -- — --- — — — — — —� I -- -- — --��— — � . � i�,,,i -- — — _� _ � , , � ��---- , : 350 ---- _--_ � � � � � � � � � � � , � ----------___ 340 I : 1_I _I_ � . . : i � � ___________ -� -� , � : � ; . - �.� .�. , � � I � . - __ _ _ ' 6 :�� - _ _ �— I I — — _ 70 65 60 55 50 45 40 35 30 25 20 15 10 0.001 0.020 I�' 342 . 93 �+-�H� ► � � -_� _- _-- 4;� ,'� ! � I � ' ' !' ' ' ' --- �_ -_ ; -- - -----_ _ �. � 340.56 � � � � -� � I -�-� _ �'-_�_ , -_ ��--- - _________________�__ ii � i �i �ii �i� _ ------__ - _ i_I_ _ I_I � i I I i I i I i I I I � � i I 2 2 + 2 5 . 0 0 , - - --- --- _ _- --- _ --_ - - _- -- � , , �-�-' - - - - - - - .__ _---- - -_ _____ _ � � - _ _.__ __.. -, _ ------_ -__,_-__ _. L � � I � I I 5 0 5 10 15 20 25 30 35 40 45 50 � � � 55 60 65 70 75 350 1-N-�- 345 1-;-i- 340 � 335