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Home My WebLink About20170234 Ver 1_B5709_Combined_row_20170224• � See Sheet �-A For I ndex of Sheets TO E THIS PROJECT IS NOT LOCATED WITHIN ANY MUNICIPAL BO CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. �� I � � �� I � � �� `�,. �� LOCATI011t: BRIDGE 1�0.154 OVER H.AMM01�D CREEI� 01� SR 1709 (COLEY ROAD) TYPE OF WORI�: GRADI1�lG, DRAI1�lAGE, PA T�I1�G, A1�D STR UCTURE �� ,�O J� ��/W PLA1�lS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��M smith �nc. HYDRAULICS E1VG71VEER GRAPHIC SCALES DESIGI� DATA PROJECT LE11tGTH CDM 5400 Glenwood Avenue ADT 2016 = 140 Sm�th Suite 400 Raleigh, NC 27612-3228 3� � 5 0 3� 6� NC COA No. F-0412 �O� p ADT 2 03 6= 2 5 3 FOR THE NORTH CAROLI11lA DEPT. OF TRANSPORTATION �� 0� �� K= o�o LE11tGTH ROADWAY TIP PROJECT B5709 = 0.114 MILES 2012 STANDARD SPECIFICATIONS DAVID .1. CLODGO, P.E. �Q °Qo P LA N S D — �/o PROJECT ENGINEER P.E. � a SIGNATURE: � � 50 25 0 50 100 T= 6%* LEIVGTH STRUCTURE TIP PROJECT B5709 = 0.018 MILES RIGHT OF WAY DATE: � o V= 40 MPH SEPTEMBER 2016 KIT PERSIANI, P.E. ROADWAY DESIGI� 0 E11tGI11tEER ' � PROFILE (HORIZONTAL) * TTST = DUAL PROJECT DESIGN ENGINEER �'��, ooQ�� = TOTAL LE11tGTH TIP PROJECT B5709 = O.132 MILES LETTIIIIG DATE: �� p�� l0 5 0 l0 2p F U N C C L A S S MINOR COLLECTOR JANUARY 2017 BRICE BELL, P.E. PROFILE (VERTICAL) SUB REGIONAL TIER PROJECT DESIGN ENGINEER P.E. SIGNATURE: i � � PROJECT REFERENCE NO. SHEET NO. , �� B -5709 / -A � � ROADWAY DESIGN � a� � ENGINEER � CDM Smith Inc. 5400 Glenwood Avenue D� Suite 400 i Smith Raleigh, NC 27612-322 NC COA No. F-0412 I DOCUMENT NOT CONSIDERED FINAL ', UNLESS ALL SIGNATURES COMPLETED � IiIDEX OF SHEETS ' SHEET NUMBER SHEET �i 1 TITLE SHEET ' 1A INDEX OF SHEETS. GENERAL NO?ES9 A�D S�ANDARD DRAWINGS �, 1B CONVENTIONAL SYMBOLS ' 2A-1 THRU 2A-2 PAVEMENT SCHEDULE AND TYPICAL SECTIONS I 3B-1 ROADWAY AND DRAINAGE SJMMARi_ES ' 4 THRU 5 PLAN AND PROFILE SHEET �i X-1 CROSS-SECTION INDEX SHEET ' X-1A CROSS-SECTION SUMMARY SHEET �, X-2 -f-IRU X-9 C!�OSS-SECTIO�S �i C i � i � �i � � �i �—' i � � �� i L i �i i � i � i LC� i �� i O� � i � n— � � L i �� i � / Q. �i X� i N� i � �� i — O ° i �� i �/ il � o �-- — -------------------------------------------------------------------------------------------------------------- — -------------- — -------------------------------------------------------------------------------------------------------------- — -------------- — ----------------------------------------------------------------------------------------------------------- BOU11lDARIES 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 HPg Known Contamination Area: Soil '� �'� � 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 ° 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 � � �� _�� I� �� 9 ��' �� - � � � �� '� J�� ✓ � 1�ote: 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 R1W 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 �� . W Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — • �� — W in� 0 '"' �.� � c �, T �A, E E TDE PDE DUE PUE TUE AUE 0 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: Proposed Slope Stakes Cut --- C--- 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 B T�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 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 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 �ON� WW � 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.*) � U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(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- - TC - - - -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.*) S S Forced Main Line L OS D( S. U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS 6(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- - W A/G Woter - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO �- A/G Gas � O ss A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - FSS • 0 � ❑s - ?UTL 0 UST 0 � 0 AATU R E.O.I. r � � PROJECT REFERENCE NO. SHEET NO. � �- COMPUTED BY: K. PERSIANI DATE: 8i162016 '� � CHECKED BY: D. CLODGO DATE: 8i162016 B-5709 3B-1 � � � � ' �� '�, ��I�� l� ��I�1�� 1�� '�, LIST OF PIPES, E1�D WALLS, ETC. (FOR PIPES 48" � U1�DER) �� W � Z Z J m � O O O Q c� �� Q Q ENDWALLS w a w m o z I� Q Q w¢� o m p N Z v ABBREVIATIONS � Z z J H H H z� li Q U Q O m I STATION Z o � � Q SIDE DRAIN PIPE R.C. PIPE R.C. PIPE z z �¢~�= x �'- �' `" v __ z� c� a, �,., FRAME, �- � N � v� � „� ,-. Q ¢ C.S. PIPE -� � � Q > > � (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV �� z �� GRATES, �� w M � � J J � w w c� STD. 838.01 c� o� Q-+ 11' o � O° w o C.B. CATCH BASIN I � � w c� J J w "�� Q- STANDARD Z � o � "' � � '� N.D.I. NARROW DROP INLET ' � �' W f- F- '-'� __� O R O Z a v O�" N o cn o0 ' � � o- � � o z z � STD.838.11 "` � � O° � � � � `r � o 0 'i � f- o j � � w w � � 840.03 � o o°�° W � o c~i� � w °�° `� D.I. DROP INLET � � `" ~ z z "' �� o (UNLESS �,� oo �- o r-, �r o , J - - ~ ~ � NOTED `� o 0 0 `n c~n � ¢ � o °° o � N o � ', z v v� OTHERWISE) �, �� o�o �,� �� c~i� � � Q ots � o G.D.I. GRATED DROP INLET �� z FT o 0 0 0 0 0� Q� o 0 o Z p � z � � G.D.I. (N.S.) GRATED DROP INLET i Q �� 'n �n � o`�o vro H� oo rn c� � c� � �, c~i� �¢ H � � = U (NARROW SLOT) � SIZE � 12 15 18 24 30 36 42 48 12 15 18 24 30 36 42 48 12 15 18 24 30 36 42 48 12 15 18 24 30 36 42 48 N N CU.YARDS "' o = _� � � m w - i p � � � w co co � � o o w o 0 0 0�� w J � o .� m J.B. JUNCTION BOX a, o o I- o A B � �� v d- v� o w�_� � a � � � c`r'.> � o J J w a a "' � `� � o 0 0=��' �' °�° v cfl o z� v� o� w a J z M.H. MANHOLE U 2 W W � R' 2 W W � M V U Q �c'� � �I- U I Cn fn W W W W J d � � � O � U) C!) Cn ~ I- � � O O O � w U Z a0 � 00 W d � J cn cn �� = c.i � Y � J T.B.D.I. TRAFFIC BEARING DROP � � � � � � � � z z � � o � z - - � � � � M � � z a � � � o '-'-' � THICKNESS �� Q Q o o � TYPE OF z Q Q O° � w w�� o a�¢ cn �� o � � Q � INLET � H � � W � � o � 0 0 0 W O Z (n Q pp m � z � J O O v v v v rn rn rn rn w w � a o m � � � v w w w w��^^ v X O I OR GAUGE o o z z z Z�� o 0 0 0� o o �; �,; _ � Q GRATE w ao a a� Q Q v; v; ��- �- �-' � o w .� c� �; � Q m o � T.BJ.B. TRAFFIC BEARING , � �- o 0 0 0 0 0 0 0 0 0 . . w w� o o � c� c� � o o Z °° o Q�� z z o N`n Q J� m,� o'-'- �� W o ces c� w JUNCTION BOX � o 0 0 0 � � � in in w = ¢ cn � v � � - - - - - - - � o o � � w Z � c� o � � z '-'-' z z w i ao �o * in ao � ~ o om o � -- � � � � 0 � � op o0 00 = Q a � � m m � � o � o o � � v M� � � � � o c� E F G o � o o c� c� c� c� c� c� c� �� a o cn o�� ¢ a c� � c� c� a REMARKS � -L-16+g6.00 LT 0400 51.44 1 1 1 ', 0400 0401 49.44 45.00 21 I 2 �, �� -L-12+25.00 55 4.9 53 REMOVE 48 CMP �, SHEET TOTALS 21 55 4.9 1 1 1 � = DI TAN E FR M ED E F LANE T FA E F ARDRAIL. � N S C O G O O C O GU I TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. I 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= GATING IMPACT ATTENUATOR TYPE 350 G UARDRAIL S UMMAR Y � NG = NON-GATING IMPACT ATTENUATOR TYPE 350 I IMPACT � LENGTH WARRANT POINT "N" FLARE LENGTH W ANCHORS ATTENUATOR ' DIST. TOTAL � SURVEY TYPE 350 ', LINE BEG. STA. END STA. LOCATION FROM SHOULDER REMARKS ', STRAIGHT SHOP DOUBLE APPROACH TRAILING E.O.L. WIDTH APPROACH TRAILING APPROACH TRAILING XI C'�U VI PERMITTED , CURVED FACED END END END END END END MOD XI 350 M-350 XIII CAT-1 MOD BIC TYPE III TL-3 NO. G NG �� -L- 15+03.49 15+78.49 LT. 75.00 15+78.49 3.33 6.33 50.00 1.00 1 1 , - _ _ ', -L- 15+06.35 15+81.35 RT. 75.00 15+81.35 7.30 10.30 50.00 1.00 1 1 '� -L- 16+71.51 17+46.51 LT. 75.00 16+71.51 3.45 6.45 50.00 1.00 1 1 �� -L- 16+68.65 17+43.65 RT. 75.00 16+68.65 7.56 10.56 50.00 1.00 1 1 �- - - _. _ - ', SUBTOTAL 300.00 4 4 -. - - � ANCHOR UNIT DEDUCTION �� - GRAU350 Type III: 4@ 50.00 = 200.00 - - ', TYPE III: 4@ 18.75 = 75.00 � TOTAL: 275.00 _ - - _ ' TOTAL 25.00 4 4 �� SAY 25.00 , -. ', ADDITIONAL GUARDRAIL POSTS: 5 '� S UMMAR Y OF EAR THWORK '� REMO VAL OF EXISTII�G STATION STATION UNCL. EMBANK. BORROW WASTE �'�� SHO ULDER BERM G UTTER A SPHAL T PA VEMEI�T EXCAV. +°% ' -L- 12+05.00 -L- 15+78.74 (BRIDGE) 227 624 397 I LINE STATION STATION LOCATION LENGTH LINE STATION STATION LOCATION LENGTH OR WIDTH SQUARE AREA YARDS �, _L- 16+84 17+00 LT 16 _�_ 15+29 15+77 CL 994.18 110.46 '� _�_ 16+65 17+21 CL 1153.93 128.21 �, SUBTOTALS: 227 624 397 '� -L- 16+71.26 (BRIDGE) -L- 19+00.00 149 329 180 �� TOTAL 16 TOTAL 238.68 SUBTOTALS: 149 329 180 �, � SAY 20 SAY 240 TOTAL 376 951 575 � � , � MATERIAL FOR SHOULDER CONSTRUCTION '� � LOSS OUE TO CLEARING AND GRUBBING '� r� WASTE IN LIEU OF BORROW I � Approximate quantities only. Unclassified Excavation, Borrow Excavation, , � PROJECT TOTALS: 376 951 575 � � Shoulder Borrow, Clearing and Grubbing, and Removal of Existing Pavement I � will be paid for at the contract lump sum price for "Grading��. EST. 5% To REPL. TOP SOIL ON BORROW PIT 29 � � � � � � ', �� Earthwork quantities are calculated by the Roadway Design Unit. �, � These earthwork quantities are based in part on subsurface data GRAND TOTALS: 376 bos �, wm provided by the Geotechnical Engineering Unit. , � ��. �� SAY: 400 700 , �� ! r� r i � PROJECT REFERENCE NO. SHEET NO. RIGHT �F WA Y AREA DA TA e-5 �09 4 RrW SHEET NO. PARCEL TOTAL AREA AREA CONST. PERMANENT PERMANENT R�A�N�N�R �� EN�'N ERs NUMBER PROPERTY OWNERS NAMES AREA TAKEN REMAINING EASEMENT DRAINAGE UTILITY EASEMENT EASEMENT 1 CYNTHIA C. THOMAS 94.19 Ac. 0.17 Ac. 94.02 Ac. 1,720.00 SF 2 REBECCA C. WEAVER 118.92 Ac. 0.18 Ac. 118.74 Ac. 3 KENNETH A. & JULIA ANDERSON 48.85 Ac. 0.13 Ac. 48.72 Ac. 4 DONNA C. & GARY COLLINS 118.79 Ac. 0.13 Ac. 118.66 Ac. ��" CDM Smith Inc MI En ineering PLLC �(1 54009 lenwood Avenue ��' 10119 chaub D�rive " � Suite 400 Suite 100 � m�th NC COA No F70412322$ NC COA No 2�606 SEE DETAIL B . ND PROJECT B-5709 SPECIAL LATERAL 2' BASE DITCH DOCUMENT NOT CONSIDERED FINAL '�� W/C L I RI P RAP 3 � /-L- POC STA. � 7+ OO.00 UNLESS ALL SIGNATURES COMPLETED O � , �, STA 16 + 75 - 17 + 50 -L- Lt KENNETH Ao � JULIA ANDERSON %'�� /� � � � � s , � � �, � SBG FROM END OF APPROACH SLAB �, �� . ��;;� / P�� TO STA 17 + 00-L- D B 5 G 8 6 2 ,,x �o / '�� BEGI N PROJECT B-5709 � sEE �ETA��. �� ' �� . . � �� o� i S� '� -L- POT STA. 12 �- 05.00 � 2 EIUD BRID�E TOE PROTE ON �� / , �, W/CL I RIP RA � �� / � '� � � p� -� - �OC ST Ao l6 ��1026 sTa � � + 50 - � 8'�- 75 -L- Lt � � �e°/% � � �, SEE DETAIL A Q' � s�,, , c� � P�` j / � '� TOE PROTECTION � s �s` � �� // / '�, W/C L I RI P RAP � � �, � � % / . � � � PCC Stao /7 +920/7 � � �, STA 12 + 30 - 14 + 25 -L- Lt PCC SfOo l5 55046 � '� o_ / � BE�Il1/ Bl�ID�E � �o , ;� ��, CYNTHIA Co THOMAS �, � +73.00 , � , � � I DB 663 PG 631 ,� -� -��C ST �o �J� ��80�� N 66.00' LT � s, ,' � i o � �� EX. R�W � � �, MAP CABINET A-193 PG 1939 +55.46 0�o SEE DETAIL F � "/ / � 7 �� 08 E o �� i 66.00 LT � 2 STANDARD BASE DITCH � 90 � �� SEE DETAIL B � \ s�6o W/CL I RIP RAP �I- //� � P% StOo l�' �lOalJ STA 16+35 - 16+75 -L- Lt J /�� I, o � SPECIAL LATERAL 2' BASE DITCH `..�,� ii8 �i 4„ c I �, � �, _ 9 �V G o40� , � - - �c,�� , � - W/C L I RI P RAP �, O / O ,- I � � R�/N � � - _ G - - �. � ol � � / � 0 � �o�� STA 14+25 - 16+00 -L- Lt �� REMOVF�REPLACE + 15.13 � _ �F �� . � � �' � � / / / � l � � ___ Hq ..� o��5� ,- � i x � +� 5.0o PC Stao l4 �150/3 - M � � . ' + 87.00 66.00 LT � �'1Q c� S � �g oqq ,� �� / . '�, 40.00' �T 66.00' �T �' � . � , ��' '� o � - � ,, � � SEE DETAIL C �, , X. R1W , R , - � �-_ F� o �w / . � TOE PROTECTION ', - CL I RIP RAP 40.00 LT C � '� � �� B 2 �" � � '� EX. R�W w ;-� �. `� o , W/C L B RI P RAP '�� /U 5/° 36' 0205" E � _ _ _ � , � ' � ` , ' 0400/ a �� , _ _ _ � � � STA 17 + 50 - 18 + 75 -L- Rt � ,-- � ; � � , � c ;� +74.00 , 04o PDE � PDE Fwo �s F - - � �� o � ,- � , - -� �, R�� 3 � .� PE-11 � . � 65.00 RT � ;� - -, ! -----------. ---- I � � EX. R1W 8� � _ -_---- -- -- -- �, � ,_�-�� `� `�`�`� �`�' = ° � ,� DONNA Co & GARY COLLINS � - -�- TYP � � � DB 515 PG 322 � , I T 0 ROSINDALE RDo o � o� � 1709 (COLEY ROAD � � � M A P C A B I N E T A- I 9 3 P G I 9 3 9 ', , � - ;� ' r' �s � M � � � � �, � „ , � � SEE DETAIL E ' �8 BST "' o''�o '- o o --s? -� -�� °, '� , o a`� � _� SPECIAL LATERAL 2' BASE DITCH 4 � =T= - - - - _T- '�, =� ,' �� ---------____---------- -T -__ 8oi 5p � o o ,%'� W/CL 6 RIP RAP , � FH i ____W---- -F- ; ; � - �Rpv 3 � O � , -__--- F F ;�; ��s �, � - STA 16+60 -17+50 -L- Rt � R/W , ' ' � ' ' � � - - - EI�D APPROACH S�qB �' 2 2' � � _ _ , _ _ _ � , ,- . o' , O ' C - -- - - - - _ , '�, � T Y P `� � � � � � ;� , -� -�OC ST Aa l6 �820/.3 �, � SEE DETAIL E R , '� �- SPECIAL LATERAL 2' BASE DITCH � SEE DETAIL D �, , o ' I � TOE PROTECTION � W/C L B RI P RAP w ; -� '�, STA 14+25 - 15+75 -L- Rt BE�IIV A��ROqCH SL/�B � � w� W/CL I RIP RAP '�, -L- f � C S T,qo 1 5� 6 �0 8� � o� � �� N S T A 1 6+ 3 0 - 1 6+ 6 0 - L- R t � + 08.00 0 �v �', CULTIVATED FIELD +55.46 � _ , 65 .00' RT 65 .00' RT � � '�' '� EX. R1W I '�, REBECCA Co WEAVER 2 +15.13 '�, DB 482 PG 322 65.00' RT �� MAP CABINET A-193 PG 1939 ''�, -L - � � � �, ' � P 4� 4 P t �7 f FROM STA.14 + 25 TO STA.16 + 00 -L- Lt FROM STA.16 + 75 TO STA.17 + 50 -L- Lt 30' 0' 30' 60' 15' � -',',�; � J�Q l U�o � /� 0/� �022 /� J/ � �U ��022 FROM STA. 17+50 TO STA. 18+75 -L- Rt FROM STA.14+25 TO STA.15+75 -L- Rt E N G LI S H � Q _ o � �� _ o � �� _ o � �� FROM STA.16 + 60 TO STA.17 + 50 -L- Rt � � � �, Q- 9 39 OSo3 �LT) Q- 27 57 4804 (LT) 0- 6 58 040/ (�T) � ' � D= 6° 52' 4/07" D= ll° 48' 4808" D= 5° 54' 2404" I � '� � �_ 140a33' �= 236oT l' L= 117096' '�� T= 70033' T= 120076' T= 59005' ', �;_ R= 833000' R= 485000' R= 970000' ' �� SE = Oo06 SE = Oo06 SE = Oo06 I Q� 3 �i � � Cl.. / / / N 55 02'55" E ' ° " � �� - �32000 �� - ��o�� - �32000 FROM STA. 12+30 TO STA. 14+25 -L- Lt. � �� 155008' DETAIL F N 55°07'3g�� E STANDARD BASE DITCH c"°t t° s�°'e� I 6 9 0 3 2' � Natural Natural Ground 3•� n�•1 Ground d D Geotextile B Min. D= 2 Ft. Max. d = 1 Ft. *When B is < 6.0' B= 2 Ft. Type of Liner= CL I Rip-Rap � �� FROM STA. 17 + 50 TO STA. 18 + 75 -L- Lt. FROM STA. 16 + 30 TO STA. 16 + 60 -L- Rt FROM STA. 16 + 35 TO STA. 16 + 75 -L- Lt S E E S H E ET 5 F O R -�- P RO F I L E � PROJECT REFERENCE NO. SHEET NO. _ Pl - l8+10.00 DITCH LEGEND B-5709 5 � �_ .� � � � � Pl =_ 13+05.00 � Pl =_ 14+85°00 � �'�; � - �'� �. � � � � EL 52.�� EL 53.06 EL = 52.�8� ROADWAY DESIGN HYDRAULICS VC = IBO� VC = IBO� VC = �SO� LEFT D�TCH - - - - - - - ENGINEER ENGINEER K= 202 K= 203 K= 2/7 _ ,_ i -_ _ _, _ DS = 60 MPH __ DS = 60 MPH I I ; DS = 60 MPH � � I-�-- + - - RIGHT DlT CH __ _ � --------- ! CAVATION=1 5cy , , � ! ! ELEV = 45.0 BEG. S EC. LAT. B SE DITC W/RR � -L- STAo 15+7 7q � _ , � _ � �, ° � � ST A. l6 60.00 -L RT; EL 45.00' � �_ � ' _ � ' �_- �- � , � - ND SPE LAT. BAS DITCH RR 1� � To A LEV �45.00 �cy ' � ' TA.15+75. 0-L- R; EL = 4.50' EN BRIDGE � CDM CDM Smith Inc MI Engineering PLLC 5400 Glenwood Avenue ��' 1011 Schaub D�rive � Suite 400 Suite 100 I `� Raleigh, NC 27612-3228 Raleigh, NC 27606 -L STAa I� �IoL� ��1� NCCOANo.F-0412 NCCOANa. El 45.50' Pl =l5 + 5.00 Pl - l6 +75.0 -� �--� � -� �--� -�--�- �- - El = 46 O� - ��!- Pl = 17+0 .00 EL = 47.00� �� _ ' DOCUMENT NOT CONSIDERED FINAL Pl -lS+OO.00 _� � � I �' _ � � � UNLESS ALL SIGNATURES COMPLETED El = 7.50' EL = 49. 0' Pl -l4 +50.00 END SPE . LAT . BAS DlT CH /RR -L- STAo 12+05a00 � �oo r SEL=50.39� STA.l7+5 .00 -L- T; EL = 4.50' -L STAo 19+OOo00 EG. SPEC. AT . BASE DlT CH W RR y __ � ______ ___ ELa 52031 TA.14+25. 0-L- R; EL = 4973' �+l .5861% l 10.3 OO� 5yr SEL=49.1� EL 52056_ ------ --------"__ �_ �: ------ ----- � NWS 41.0' ----------- (- 0 7 ° 1+�0.5 6%% rT �'/ _� ---o.� --- -- -- _ -- - --o- ------- - (+)0. 282% o � ° -- � �„ -- - . ... ---•- _ F�Ro� o �� - - _ _ o -� 4 , , , e e . , � � � � � BRID�E HYDRAULIC DAT A ' ' � � : U Rcp � i�� - - _ ._ _ � ��-� 2• / � ° / �-J 1.00% - - � � � � +) 4.00 - BE�. SPE . LAT _BAS DlT CH /RR _ �-� 00/ ; y l ^,> '� END SPE . LAT . BAS DlT CH /RR o � �, �� , , , , STA.14+2 .00 L T; EL - 4.50 Pl -15+2 .00 �� ,0 ,��-k STA.17+5 -L- LT; L= 48.0 ' DESIGN DISCHARGE _ 1100 CFS El = 45. 0' ' ° ' ° ` Pl =l +25.00 DESIGN FREQUENCY = 25 YRS PIPE HYDRAULIC DATA Pi =i5+5o.0 ° l l .00 0�2. El = 47.00' DESIGN HW ELEVATION = 49.10 FT _ _ z� El = 45.00' _ _ _ 48° RCP CLIV Sta. 12f25 :_ Pl = 15+7 .00 l 3.5, KEY� END STAND. BA E DITCH W/RR BASE DISCHARGE _ 1700 CFS ': ': _ - _ _ DRAINAGE AREA = AC EL = 43. 0' cTYP.� BEG. PEC. LAT. ASE DlT H W/RR BASE FREQUENCY = l00 YRS CL II R P RAP - - � BASE HW ELEVATION = 50.39 FT DESIGN FREQUENCY = YRS . . � - • • • ° • DESIGN DISCHARGE = CFS TA.16+00. 0-L- L; EL = 4 50' El = 40. 0' OVERTOPPING DISCHARGE = 2800 CFS iooyr rHEo Tica� scouR BEG. TAND. BA E DITCH W/RR OVERTOPPING FREQUENCY= 500+ YRS � DESIGN HW ELEVATION = FT � � STA. +35.00 L- LT; EL = 40.00' � � � � l00 YEAR DISCHARGE = CFS o��oi� � OVERTOPPING ELEVATION = 52.4/ FT l00 YEAR HW ELEVATION = FT OVERTOPPIN� FREQUENCY = YRS I I i i - i , i ,_ = FT _ _ _ � - -. _ � __ _ O V E R T O P P I N G D I S C H A R G E = C F S ' - '; � D A T E O F S U R V E Y = 0 4/ 0 2/ 2 0/ 6 ' _ _ , OVERTOPPING ELEVATION = FT : : - I W.S. ELEVATION AT DATE OF SURVEY = 40.10 FT - - _ - - �- - -- - � _ _ � , �_ � i I . - II I �i . II _i . i , i ___ _ � :: : : : SEE SHEET 4 FOR -L- ALIGNMENT 10 11 12 13 14 15 16 17 18 19 20 21 _ __ _ _ ___ _. - _. _ _ _ _ _ _ __ _ . - __ _ - _ _ _ _ i i _ _ , - _ -- - - - _ _ _ _ - _ _ - i _ i - - - I I- - ' � J _ _ _ _ _ , ,-,- . � � �� : ; ,, .,_ - . _ _E_ __�_ -�= -_� � --�-�_ _-_�� _ - _ � �_ � � -- � -:---'_ � � _�_E_+� _� :-=f=i= -� ---� � ==i== --i=�. �_ �_. � � �- _ �+ r-- � � �-�+-� - -�- -- - - -- -�- _--__ : ' _ � - _ - - _ ii i- � � � : - � _ : - - - � I - - li _ _ _ _ _ -i_ _ _ _, � _, _ �i_ �i i _ - _i , _ _ i , _ _� _ _ _ _ _ _ �i . . - i i_ _i-__ _ i-- _� � _ . _� .__ __� _ -_ - _ - . _, _ - .__ ___ _ ____ _- ___ ___ ___ --- __ ___ ---- _ _ _ __ ____ � - - : I� _ � : - _, � I�i. � �� - - - - � _ -- - - � - � - � � � � � � � � � � , -- - _ _ - � � � � �_ � �_ � __�_ �__ � �_ � � � __ _ --- _ _ _ _ _ _ __ _ __ _ _ __ _ - - -___ _ _ _�_ __ _ _ _ _ _ -�- �- --- -� �- -�--� -_I- -� --�_-_�_ �-�- �- � � '�-� �'--� � -�- � _�-_�-_- -� _-�-E-- � -�-: � --�-- -�-- �- -+�-�-: i :_ � il � _ II i I il � _ - � � . _ . . _ . _ �- ' - _ _ _ _ _ _ f _ i I -- 1 i ! ! _ 1-- -- _ _ -! _-_ _ _: _ „ , i , i i i � : : , 1 _ _ � � �� -� � � � � I!� II I I ' I I�� , , , , , , , , � � � � � � � � � � �. � �. _� � � � � � i I I�I � � i � �` � � �_ � � � � �` �_ � � '�L- '--�-�-I- � � 0 � � : _ , i 'il I � � . i . __ I _ � i � � � _ I�- _- - '- - -- - _ _._ _ _ I� _ _ _ I I __ _ I I� _ �___ ____ + -,- _, _ _ __ _ _ ____ , , �_. � � r �� - � � � � � � � � � � � - � � � II I ! I I ' � �. ' I �_ � � j . � ' I ' Y] �� I - I I � i I� � � � � � �� i° �. ��