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Home My WebLink About20180117 Ver 1_B4789_RPC_171211_20180125� • � See Sheet � A- � f or I ndex of Sheets See Sheet �B for Sheet Symbology D ETO U R CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II THERE IS NO CONTROL OF ACCESS ON THIS PROJECT � O � ��°'�� ' �;.>>� ��f' �°'1�� ,��;�\ � 1��'� ��,. � ' ' �� f��o, �� LOCATI01�: BRIDGE OT�ER GRI11tDLE CREEK 41� SR 1424 TYPE 4F WORI�: GRADI11tG, DRAI1�lAGE, PA T�I1�G, A1�D ROW PLA11tS -------------------ro su �2�-------- -------------1F_LLE _F _RDz-------- STR UCTURE EN D TI P PROJ ECT B-4789 -L- STA. 15 + 90.00 BEGIN CONSTRUCTION —D1— STA. 10 + 35.00 END BRIDGE —L— STA. 14 +40.00 � BEGIN BRIDGE � —L— STA. 13 + 55.00 -L - 1 � , , „ , , , . , . , � , . , . � , �� ,� � . � --------------------------------- ------- ro M� �3 _ SR 1424 (ALLPINE -T AYLOR RD) 20' GRAV EL . � . � �S �, V i /O i �� i� i � i �`' G� � i ��0�� '/ i�,/ /,� '/ , i�,/ i�,/ END CONSTRUCTION , , , ' —D2— STA. 11 + 65.00 BEGI N TI P PROJ ECT B-4789 -L- STA. 12 + 20.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored in the Office of: HYDRAULICS E11lGI1VEER DIVISI0111 OF HIGHWAYS GRAPHIC SCALES DESIG11t DATA PR�JECT LE11tGTH HDR Engineering, Inc. of the Carolinas STATE OF 1VORTH CAROLI11lA so 2s o so �oo �'`DT 2013 = 40 555 Fayetteville St., Suite 900 Raleigh, NC 27601 ��o�p ADT 2040 = 80 _ N.C.B.E.L.S. License Number: F 0116 �� o �� o LENGTH ROADWAY TIP PROJECT B-4789 - 0.054 MILES 2012 STANDARD SPECIFICATIONS Q o PLANS K = 0 /o � Q� D= 0 % PHILLIP E. ROGERS, P.E. P.E. LENGTH STRUCTURES TIP PROJECT B-4789 = 0.016 MILES PROJECT ENGINEER SIGNATURE: � � 50 25 0 50 l 00 T- p ��o RIGHT OF WAY DATE: � g ROADWAY DESIG11l �' � -�V = 50 MPH o TOTAL LENGTH TIP PROJECT B-4789 = 0.070 MILES NOVEMBER 10, 2017 qNTHONY G. THOMPSON, P.E. E11tGI11tEER �� Q PROFILE (HORIZONTAL) (TTST - 0/o + DUAL - 0/o) PROJECT DESIGN ENGINEER p �� 5 2.5 0 5 10 FUNC CLASS = LETTI11tG DATE: �� p�p�g� LOCAL RURAL MARCH 28, 2018 HEATHER LANE, P.E. PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT CONTACT P.E. SIGNATURE: �. BOUNDARIES AND PROPERTY.• State Li ne ----- ----- 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 - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - �' � `�'�� Potential Contamination Area: Soil - r?� �?� _ `_�:. _ �:'::J� Known Contamination Area: Water ��.� ��t, Potential Contamination Area: Water `?t'"; ;�1��; Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° Small Mine 'u' 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 Flow Arrow �--- --- Disappearing Stream � --- --- Spring �--��_.--� Wetland � Proposed Lateral, Tail, Head Ditch � FLO{�' False Sump � �`��1�� 9� ��: ��1�� J�� `�� 1�� 1llote: 1�ot 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 -�-�--��--�-f--1--�- T-r 1-r 1-r T CSX TRAIySPORTATION O MILEPOST 35 0 Sy�ITCH �� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS A111D RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � 0 . W . W �� 0 � W �^� � '"' �J �c� �A, E E TDE PDE DUE PUE TUE AUE � 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 I�EGETATION.• Single Tree Single Shrub � � Hedge Woods Line � � � � � Orchard Vineyard EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS 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 B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � �ineyard CoNC J CONC �y�y � CoNC H �--------� � CB • • O �� O a � HH - - - -T- - - - - -T- - T - - - -TC- - - - - -TC- - T� - - - -T FO- - - � - -T FO- - - T FO WATER: Water Manhole Water Meter Wate r Va lve 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: TV Pedestal TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS 6(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) S S Force d Main Line L O S 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 � A/G y�ater --T�--- Ty - — — —TV FO— — — - -Ty FO- Ty FO - —G— — —c— A/G Gas � O 55 A/G Sanitory SeWer — — — —FSS— — — - — —FSS— — F55 • a Q Os - 7UTL - 0 UST 0 � 4 AATU R E.O.I. � � PRELI I NARY PA E ENT SCH EDU LE M V Cl PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 165 Lbs PER SQUARE YARD IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN C2 AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0B, AT AN D� AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS NOT TO LESS THAN 2 1%2" OR GREATER THAN 4" IN DEPTH �� I PROP. 5" AGGREGATE BASE COURSE (ABC) J2 I PROP. VARIABLE AGGREGATE BASE COURSE (ABC) R� I CONCRETE SHOULDER BERM GUTTER T I EARTH MATERIAL U I EXISTING SOIL ROADWAY W� VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL� NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN. FINAL PAVEMENT DESIGN TO BE DETERMINED ��,��<<<�«< ^�'�_�ic� `i<< 3'-0" 10'-0" _ _�_ � �: 0.02 T � I 10'-0" GRADE POINT 0.02 E�� 3'-0" � �: 8'-0„ 4�� N � GRADE TO THIS LINE TYPICAL SECTION NO. 1 LINE -L- -L- � FROM STATION 12 + 20.00 14+67.00 TO STATION 12 + 91.00 15 + 90.00 MIN. � -I� MIN. Detail Showing Method of Wedging: Wl =<<<�<<<� �<< =�(i(�(ci� l(c ,,,,�' = <<< � <<<-� <<� 3'� � ==��i��ci �;ca. 4�� 3'1� 3'-0" 10'-0" _ _�_ � �: 0.02 C� 10'-0" 3'-0" 8'-0" _�_ _�_ GRADE POINT 0.02 , C� ) � i � 8„ J1 � J1 GRADE TO THIS LINE � �; �1 4'� /N 3�� 3'�� »=i�i1�>>�� )))1 ijj;= li?1 TYPICAL SECTION NO. 2 LINE FROM STATION TO STATION -L- 12 + 91.00 13 + 55.00 (BEGI N BRI DGE) -L- 14 + 40.00 (END BRIDGE) 14 + 67.00 15'-0" 15'-0" - -,- - 13'-11" I 13'-11" I 3'-11 " 10'-0" � 10'-0" 3'-11 " TRAVEL LANE i TRAVEL LANE I C1 I GRADE C.� Wl POI NT �.�2 �.�2 �� 0 0� TYPICAL SECTION NO. 3 10 - 24" CORED SLAB UNITS = 30'-0" LINE FROM STATION TO STATION -L- 13 +55.00 14+40.00 ?'��ii1??�� ,�i �,-�; � >>i ` 3'� % T SEE PLANS FOR SHOULDER WIDTH 3' , 2'-4" , R1 _.��--�_ - p.:'„ . . c 6" J2 PROJECT REFERENCE NO. SHEET NO. B -4789 2A-1 ILW SHEET NO. ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C, 27601 N.C.B.E.L.S. License Number: F-0116 J1 TRAVEL LANE � O C1 SBG DETA - GRADE TO THIS LINE IL USE IN CONJUNCTION WITH TYPICAL SECTION NO. 2 LINE FROM STATION TO STATION -L- 13 + 35.00 (LT) 13 + 48.00 (LT) -L- 14 + 54.00 (LT) 14 + 67.00 (LT) -L- 13 + 28.00 (RT) 13 + 40.00 (RT) -L- 14+48.00 (RT) 14+60.00 (RT) 4�� 3'�� C� -D1- & -D2- � 2'-0" g�-0" � 8'-0„ 2�_p�� 4,_0„ � � � I GRADE I POINT 0.08 0.02 �/ 0.02 _ 0.08 , �.1 M'�" i>>�� i�� 4�M�N / � � 8„ T i GRADE TO THIS LINE 3•� � >>�1;�;.� „� ` TYPICAL SECTION NO. 4 LINE FROM STATION TO STATION -D1- 10 + 35.00 11 + 25.97 -D2- 10 + 10.00 11 + 65.00 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS �lU[I��J[I��1[A\][��Y �0�]F ]EA\]l�'7C']H[\�V�O�][�][�� EST. DDE = 0 CUBIC YARDS EST. UNDERCUT EXCAVATION (Contingency) = 0 CUBIC YARDS EST. SELECT GRANUALR MATERIAL (Contingency) = 0 CUBIC YARDS EST. SHALLOW UNDERCUT (Contingency) = 0 CUBIC YARDS EST. CLASS IV SUBGRADE STABILIZATION (Contingency) = 0 TONS EST. SUBDRAIN EXCAVATION (Contingency) = 0 CUBIC YARDS GEOTECH RECOMMENDATIONS TO BE SUBMITTED �]H[�O�IU[lL]D�IEIR ]B�]El�l��l[ cG�IU['7C"7C'lEll� �lU[l�y[l��l[A\IR�Y LINE Station Station LENGTH -L- 13+28.00 13+40.00 12.0 -L- 13+23.00 13+48.00 25.0 -L- 14+54.00 14+66.00 12.0 -L- 14+47.00 14+60.00 13.0 TOTAL: 62.0 SAY: 70.0 "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. !i % T�� ]� ��% �% T]� /%]� /�� T% G= GATING IMPACT ATTENUATOR TYPE 350 FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL tj U l i� 1 L U1 V� 1 V� � NG = NON-GATING IMPACT ATTENUATOR TYPE 350 W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL IMPACT "N" SINGLE REMOVE & LENGTH WARRANT POINT TOTAL FLARE LENGTH W ANCHORS ATfENUATOR REMOVE SURVEY gEG. STA. END STA. LOCATION DIST. SHOUL TYPE 350 FACED EXISTING STOCKPILE REMARKS LINE FROM yyIDTH CONCRETE GUARDRAIL EXISTING STRAIGHT CURVED FACED END END E.O.L. END END END END MOD XI 350 M-350 XIII AT-1 MOD BIC TES G NG gqRRIER GUARDRAIL -L- 12+88.75 13+51.25 RT 62.5 13+51.25 4 7 25 0.5 1 1 GREU TL-2 -L- 12+96.25 13+58.75 LT 62.5 15+58.75 4 7 25 0.5 1 1 GREU TL-2 -L- 14+36.25 14+75.00 RT 25 25 14+36.25 4 7 25 17 1 1 GREU TL-2 -L- 14+43.75 14+82.00 LT 25 18.75 14+43.75 4 7 25 17 1 1 GREU TL-2 PROJECT TOTAL: 175 43.75 2 4 2 LESS ANCHOR DEDUCTIONS GREU 350 2@ 25.00' = 50 TYPE I II 4@ 18.75' = 75 AT-1 2 @ 6.25' = 12.5 GRAND TOTAL: 37.5 43.75 N Z 0 N > w � O � -L - Pl Sto 14+90.88 �= r �5� 08.4° r�r� D = I' 46' 45.7" L = 70.38' T = 35J9' R = 3,220.00' e = 0.02 DETAIL A SPECIAL CUT DITCH ( Not to Scale) Front o� Ditch Natural � 3•� ��et Slope Ground �? • j p F\a Min. D = 0.5 Ft. FROM STA. 10 + 35 -DR2- TO STA. 11 + 00 -DR2- RT BEGIN T lP PROJECT B-4789 -L - POT Stoe l2 +20.00 0 � � BEGIN APPROACH SLAB -L- STA. 13 + 44.00 +/- GREU 350 r� m TL-2, + 99 �`' �' +91, +21,+ 4'-11" 3�-�� W TYPE III N � O 0 O � -L - POT Sto.10+00.00 ._�V �VI�'�'i�� Li�L1EV�.L � U �r\�.I\ �ll L'� I �,!'�.: --- - N 54`' 02'� 37.5� E -L - END BRIDGE -L- STA. 14 + 40.00 END APPROACH SLAB -L- STA. 14 + 51.00 +/- � AT-1 �� C� 0 0 �'L M 0 4' P.S. � o , TLR-2, +9� +91, +20, TYPE III TYPE III Z �1b R ZO' 4'-11" 3'-11" W c� +28 BEG SBG o N BEGIN BRIDGE + AT-1 -L- STA. 13 + 55.00 +/- SKET CH SHO►�{lING ROAD►�IAY lN RELAT /ON T 0 ST RUCT URE -D/- P/ Sto /0f59.96 P/ Sto /0+93J2 �= 49' 07' S4„2' �LTI p= 29' 25' 55.9" fRTI D= ll4` 35' 29.6" D= ll�' 35' 29.6" L = 42.88' L = 25.68' T = 22.86' T = 13.13' R = 50.00' R = 50.00' -Dl- POT Sto.10+00.00 BEGIN CONST RUCT /ON -Dl- Sto.10+35.00 oc CLASS 'I' RIP RAP., EST. 15 TONS 30 SY GEO-TEXTILE RELOCATE EXISTING GATE- CLASS 'I' RIP RAP EST.4 TONS -L- +90.00 10 SY FILTER FABRIC EX.RiW LT 40.00' LT -L- +50.00 040 CLASS 'll"_ 40.00' LT RIP RAP EX. R/W LT 15" 50' TAPER 040 TO EXIS j � GI _ C _ / X � N p w o ,- w o o � 15" RCP-IV � � 21' -�B- £�F - _ r i_ E�\ 1C 15"� RC 15.00' LT C ��'P R F W/FG 1�� + 040 C� -L- +20.00 0409 �� EX. RNV RT CLASS 'I' RIP RAP � 35.00 RT EST. 7 TONS �� 15 SY GEO-TL�+1 .00 �j � �'� �:: 35.00' RT � / / C F / -I' F� / � ,� �� ♦ V F � ,� G�ti�, � O�1 � /��0�'� � ��0 �� e� a , -� !1 Lj C�j� � � , . �ti / DATUI� DESCR I PT I ON THE LOCALIZED COORDINATE SYSTEI� DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR �IONUI�ENT "B4789-1 " �ITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF NORTHING: 731�252.859fftl EASTING: 2.479.801.014(ftl ELEVATION: 41.88(ftl THE AyERAGE CO�IBINED GRID FACTOR USED ON TH1S PROJECT (GROUND TO GRIDI !S: 0.999919227 THE N.C. LAI�BERT GRID BEARING AND LOCALIZED HOR[ZONTAL GROUND DISTANCE FR01� "64789-2" TO -L- STATION 10+00.00 IS N 63° 33' 06.73 E 93.38' ALL L[NEAR DII�ENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERT[CAL DATU�I USED IS NAyD 88 -D2- P/ Sto /0 +59.22 P/ Sto ll +27.35 0= 80° 02' 39J" f RT J p= 43' 5l' 53.0" lLT J D=ll4'35'29.6° D=57°IT44.8' L = 69.85' L = 76.56' T = 4/.99' T = 40.27' R = 50.00' R = 100.00' -Dl- PC Sto.10+37.1/ -Dl - PRC Sto.10+79.98 -Dl- PT Sto. 11+05.67 Q -L _ Sto.14+94.33 = _ -D/ POT Sto. 11+35.97 -D2- POT Sto.10+00.00 _ .. -L- + 30.00 15" - � , .,..,., 20.00' RT 30.00' LT ,� F 41 � � � GI (A) -L - PT Sto. l5 +26.07 � 47� E �;i`��= i= - '�'- '�TAT I _ii i ��iI��E 11'J � �� f _, � ul1 cHi _ 4._ _ -- ":_- -::. -: _-� �, 1424 (ALPINE-TAYLOR RDI 20' GRAVEL_ � , _ _ _ _ �"Tr- END T lP PROJECT B-4789 �� -L - POT Sto. l5 f90.00 35.00' RT + 60.00 20.00� �T -D2- PC Sto. lOf/7.23 � -L- + 55.69 35.00' RT RELOCATE EXISTING GATE - SPECIAL CUT DITCH SEE DETAIL 'A' -D2- PRC Sto.10+87.08 -D2- PT Sto. I1+63.64 END CONST RUCT /ON -D2- POT Sto. 11f65.00 -D2 - POT Sto. l2 +46.35 PROJECT REFERENCE N O. B-4789 fLW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. 4 HYDRAULICS ENGINEER �Y�I��'ll��i'��'i ��Y�I� 1[D�D N�fl�i' L7�lE 1F��DlE� /� V� �1C(QA�I��'JPID�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 SEE SHEET 5 FOR PROFILES � � � a � � a � O 0 U z w � m Q �- z w � t a 0 � � � C N L O O U � � � a � � 0 � U Z � w > H � � � � m 0 � � H � � .-� O N \ � \ .� w � a � � �. � 0 � � c � c � � � 0 � � � � 0 � � � � � � m � 0 � � � T 0 � � 0 0 � � � � � � � 0 � � � c � � � 0 � N lD / � H m � 0 a U i O �O / i U i m � r- v m �- O 0 U Z / � 0 0 V Z � � W o w � J (n H � � L.� PROJECT REFERENCE NO. SHEET NO. i i I- I i i il i i II i i i il I- I I II il i I- I I i I II il I il i II il I- I i i il i il I il I il i i i il B-4789 5 1 I-_ l 1. I � 1 _��_ 1 1 I_ 1 I 1. 1 I _ I 1 1. . I_ I 1 I I� 1 ROADWAY DESIGN HYDRAULICS �.! � I � �. !I �.!I il � �; � i.! ;.! � ! i �. �. �. !; � �. i. ;., I il � ENGINEER ENGINEER i ll i i i I I I I I i I � I' I I � � I � I �I I � �I � I �I I � ' I I I � I � � i � � � � � � i; ; � � � � i � � � i � i i i i i i i i i li. i ! � ' .. _..—. ..—._. ._._.. ._._. _..—. ..—. ._._.. ..—. ..—. . . ._ I i � I I li li I li I i I i I i li i i i � i li I I li I li � i I� i li �!� �,�� I i � i' �I� �� , i �i �i �, � ;, �� ,; �i 9O BRIDGE HYDRAULIC DATA i i ; ; � i DES/GH D/SCHARGE _ l8/5 CFS � I , i I I, I� � � _ - - i , i _ . Pl 12+70.00 � � ; � ; = 4i.s Fr I_� I � � Pl 14+00.00 .-'� i I i_i �-1- �� Pl = I5 +40.00 DES/GH l�+ ELEVAT/0 Y I,_� � i I � I BASE D/SCHARGE N- 2m CFS � I i i i i_ I i i I i I i I i _. ,_�. 80 ; � : BASE FRE�/EI yCY = ' ' ' ' ' i EL - .lO' i _ �oo rRs EL l. 7 � I � � _ � � � � �� EL = l.2/' BASE Hy� ELEVAT/ON = 42.4 FT _ i, i i i i i i DOCUMENT NOT CONSIDERED FINAL _ K / O 6 �� K= 3 9 I�� I� K= 5 8 U N L E S S A L L S I G N A T U R E S C O M P L E T E D :: : OVERTOPPII yG D/SCHARGE = 84/ CFS OyERTOPPING FREOIIEHCY= -5 YRS �/C = IOO� i � I � I i il = il il I� il !i VC = IOO� ,,,,, VC /60' � � � �I� � - _ � �I_ , -- _ , , ; , I - - -- -- �— �— �— � � HDR Engineering, Inc. of the Carolinas OVERTOPP/ G ELEVAT/0 - 40.6 FT DS - 50 MPH I� -_ � � �I �,� DS - 35 IuPH � I I i I i I i � �- � �I � DS = 35 /uPH 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 7� i I N.C.B.E.L.S. License Number: F-0116 DATE OF SURVEY = 03/03/20/7 ' �---`--- y�s.ECEVAr�oly � E D BRIDGE _ i ,I L - ST A.14+40.00 , AT DATE OF SURVEY - 33A FT i�� i � BEG/ BR/DGE i i � i �' - i i i i i i � i i � � 1 1' EL. = 43.07' ! �' l l I l � � � -L - STA.13f55.00 , 60 BEGIN GRADE EL. = 43.03' � i ; i BEG/ APP. SLAB � � � � I : 60 — � � � - �- S T A. l 4+ 5/. 0 0+/- � � � � � �, � -L - ST . l2 �20.00 �I ;; ; � � � � � E L. = 4 0. 9 3' BEGI APP. SLAB i �, I i, ' I E L. = 4 2. 9 4' , , _ � _—._ .__. .__. _.—. .—._. .__. .—. .—. . � L - ST A.13+44.00+/ - ��I I �� ,I , -L - ST A.14+94.33 � � � � � - EL. 42.89' � � � E n GRADE � 50 .� �, -Dl- STA.Il+35.97 50 � PROPOSED �I, .� ' , � _ -D2- STA.10+00.00 -L - STA. l5 f90A0 - ------ ----- - GRADE EL. = 4/.04' : -- - --------- --- =---- ---= _ ---- -- _-- __ __ - --- -- ; ; - -,- , - ;-; - ;-- -- -- _ _______ --- --- - ---------- - _ _ __ �_i i_! ,� - -� I i ._ —_ . . � _ . i --- ----- -- ---- �-- - - --� ----- - - ---- --_ - —� -- ___ ___ _ _ 40 '' _ �+�2.02 �'. -----; ---- �- .p�3i �------------------------- -- -_ _- _ ' -- __- . -: :-___: _ _' __ -_= 40 -- — ------ ------------- � � -, - — � � � + .0800'/. • l -10.3 0 . � _ ____ _-_ _ -- l � � -- - - _ -_ - -- _ _ _ - - -- - - - , _ _ __ _ _ _ --- ---- -_ __ __ ------ --- -- ---- - ----- - - ----- I ---- I � __ _ ___ __- ____ _-- - __ . _ __ __ ___ ___ ,_, - � �-� --___ _. _ ____ i_: _ __ __ __ , � i !,- , , i i i . --- i - - - I I - ----- I_I i I_ i I I i i i i I I � I � I i_I 1 i I_ I I i I I i __ i i i I I i --- --- ------- _I I ZL I � �. I � �l , �� LI 1 �_ I I-1 �. I l -I � I- I _I I I_I-I -- _ -__ __. - -_ . _ -_ - __ __ _-_ _ . .. . ___ __. _ . . _ _ l-_ __ . I_ I_� 1 I._-' I. � � I v `�� -� I_ _1 I., j �� - � � � � �, -- � --- - _ ----- -- - EX/STING GROUND � � :_ � �- � _ _ �_ - --=----- _ _ ---- --- - - --=----- - - - -------- —� --L---L-=---=- 3 0 �-I-� � � � I� I� ��-� �� I�� 1�-� � � � � 3 0 -- - -- -- -- - -- ------- - �I_ i i J_ i i__� i _ -_,_ -_,_. J_ i i �� I � ___ __ __ _ __ __ ____ __ _ __ ___ __ __ _�__ �___ __ ----- � I I II I I I II Ili I I II II 1 I , _ _ ._ _. _ . _. _ _ _ _ . . . ,# - . . _ _ . : . . . - — -------� --- ---------- BM 10 ELEVAT I 0N - 42. 69 -- -,-- - -,- _� _ _ _ �- -- - - ---- ----- - - --- -- - -- --- - --- - - --- --- -- _ _ ___ _ _ �:� �- , � �� -�� ;� �_� � � �� , ,. --- - - � �- — N 7 312 2 6 E 2 4 7 9 716 _ _ _ _ — __ __ _�:_ _ _ -- -_ _ _ __ _ �: __ _-_ - �- - � � -- - - i �_� n- i�_ i_i_ _ i i n- i�- i�- �� - n- �- �-- m_ _i i . .. . - - - - - _� _ _� _ �_ �_ �_ � _� � '- -�-' _ � _ � _ �_� _� _ � � _ � �_ _� �_�_ � _�._ B L S T A . 15 +31 . 00 2 9 ' L T . . - - . -- ._ . _ -- _ . _ . _ . - . _. _- .--� _-� � - ---- --- __ _ - ----- -- - ��- �-�� -�� _ �� , ; -- -�,-� _ _ _ __ _ - - - � __ � � � � __ _ -- -- ___ __ -_ __ _- - -- --- - ---- -_ _ __ __ � � —�--- _ 2 O ------- ----- -- - �_� . _ � �_ ��_ _i_ _ �_ �_ _ �n_ _� R / R S P I K E P P 2 O - - - - — - --- -- -- --- — -' '�� -�� -_ � i - _��- _ _�- _ - ---- ----- - - --- --.- _ _ - - — - —� ----- -�--- --- -- -- - - ---- - _ _ --- _- _ � _� � � --, -,- :- _ _ _ _ _ __ _ _ _ _ _--- ---- - _ _____ -- � i. � ' i � �;--i '� � ',� : i ' � __ __ ___ _ __ ___ ___ __ _ __ _____ __ ___ . ------- ---- -- -- ------ -- -- ---- --- ---- � � i � I _l _ li I . li_ . � I . , -i i�_� � I I . . 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I 1 I. i 1 I — -i- �-� -�i --�� - - : - -i- �-� �-�� -��- -� -� —�i --�i-- -�� — �--� �-�� ------- -- -- --- -- - -- -- - ---- - ------ - ----- ------ ------ - -- ----_ _ --- - -- , . -- ---- - ----- . , _�_ � i �_i_ i _� �- �-i ��i _� _� � i �_�_i_ �_i_ i � _�_ i � R _ _ __ - - - _ _ __ BEG G ADE �� ----- ----- -- BEGIN GRADE ----- ----- ----- ---- -- -- _ - - - �-- -- --- - � � � � � - ------ -- - --- --- - - ---- ----- --- --__ _ -_— _ , _ --- -',-T- - , � � � � �� - — - - - - - - - _ _ _ - - - - � _� _ _ ___ _ _ __ _ _ __ --- - __ __ � _ _ _ _ -- --- , _ -- - Dl ST .10+35.00 - i �- ��- _� �_�_ �_i_� - �_ - �-�-� �_ ��- � � _ _ �_�- - �_i- --- _ __ _ -D2 ST l0+10.00 - -- --_ _ i F i� i �� --I i____� i_i i_i i �_ i i _ _ i i i i �__ �� _i i i i i_i i ------ - - -------- - --- -------- ----- --- ---------- --� --�--- �_ _ _ _ - - --- - - --- ----- --- EL. 4/.50' : : _� � � �! � �� I� � � � �� L STA.14+94.29 (l0'RT� , , �--- — _ � , 60 : : : : ; 60 60 E�. = 4i.�s� , , : : : 60 E D GRADE - i - - - �i � � �� I �; E D GRADE -- ---- -- _ / T //+ . 7 - .-� � - :- -- : -��- �_ : �I�� - D S 25 9 �� - - - . -- - -- -- -- __ - - -- _- -- -- - _— � ; ', _ _ _ — -- -- -D2 - ST A. ll f65 00 - -- ' -L - ST A.14+94.36 (l0'LT J i i _ i i _ i - i - i i i i i i i i --_ _ __ — _ ___ ___ _ • -- __ __ ___ __ _ _ -- - _ _._ � � . _ � � � � ' � � - -- - --- i _. . 50 ----------- ------- ---------- ------------- --- EL. = 4/.95' _'_' _'-� -- 50 50 '----!-! �_ ;-�__,��-- - ---- EL. = 4/.�3' 50 � � --- - ----- -__ ___ -- - _ __-- __ __- -- � � � -- -- -------- - i PROPOSED i ' ------------ ----- -------------- ----- ------------- PROPOSED GRADE � --- _� _ _- __ _ - - _� ------ --_ GRADE � ---- , - ------ ----- - ----- �_I_I__ � � �_I_ �_I_I �_I_i --� J_ � I_i -_I_!__ _I !_ �_ I I �_I_�_ I I I ! l_IJ_I I I I 1 J I I I I I' I 1 �_1 I � � �- -� --�- � � � � � � � �-JO 5324% 4 0 - - - • +�2.0060'. _ - 4 0 4 0 ' ' ' _ �- - ' • _ . �+�0.4988� � � , � - ��--------- � ----- 40 �__III� . ` I I I I I � I I SPECIAL CUT I ii III� �i I i l�l � oircH 1 . � � � � � i 0 � _ � � � �_ I_I� _ i_i_ - � i_ _ �_ -- �__ i � � I _ + � --- �/ - �, f 1/. 9 2 0% @ o. s� � o � Ili ' � ' ! 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I� ,-�- I� �. �-I�-I. � � I� �� -��-� � I� 0 II O O 0 � � � i i � i i � � � , i i I i i I_LI I _I J_ l _I I_ __ I 1 I- I I I I � I li I li III� I lli I - � � � I � SEE SHEET 4 FOR -D1- PLAN , , , . � � � , � i . i � SEE SHEET 4 FOR -D2- PLAN 10+00 11 +00 12 +00 10+00 11 +00 12 +00 13+00 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 60 I 50 � � 50 �o �o � 0.020 0.020 � 3• 6:1 -------------- _I_ 40 --------------------------------------------------------� �� . — ------___ ��—�------- 40 � � --� —� , _ � , —___ � �, —_____ � --- �� \ � 30 13+50.00 '--------------� 30 I 50 40 ----------------------------------------------------------- � —� � . � � I 30 I 50 0.020 0.020 42. 05 13 +00.00 50 I 3'�-------------------------------------------�, 40 ,, ,, -------�� -- 30 50 I — — 0.012 0.012 3:�3�� ------ �— � 40 ------------------------------------------------------------ � 41.29 ------------------------------------------------------------ o _�� 39.42 12 + 50.00 I 30 I 50 30 I 50 I 40 ------------------------------------------------------- �_—� 0.000 0.000 ------------------------------------------------------------------- 40 ---__ ' 40.93 �� —�� 2-I- Z �. 0� 'f 30 I 40 ----------------------------------------------------------- ��'�------------� ------------------------------------------------------------------ 40 —'—�� 40.75 �� 2 �- 00.00 I 30 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 - L 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 30 I 50 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 50 40 ----------------------------------------------------------�\ ��-- -�----41.00----.�\��------------------------------------------------------------------ 40 � � _ � .� �- 6 00.00 I 30 I 50 30 I 50 I �---- 0.000 0.000 p----------------------------------------------------------�\ � 41.03 `��------------------------------------------------------------------ 0 ��--� 15+90.00 I 30 I 50 --------------------------------------� .�.��_ 0.017 0.017 40 ------------------ 40.94` '� � � 41.23 �`__- 15 + 50.00 I 30 I 50 -Dl- 40 -------------------------------------------------------- \ � � � � � � � : . 0.020 0.020 42.11 15 � 00.00 30 I 50 I \3•�—�:�- ------------------------------------------------------------- 40 � 38.24 —D2— � � �- � 30 I 50 I ------------------------------------------------- 40 I :, 50 M M 50 �o �o _� 1_ �_ 0_02 0_ 0_02 0_ � __ �_ -- —��.�;1_ ____________________ 40 ,-----------�--- . ---------------------------------------- 40 __- _- _- � � 40.50 ��____- ____- 30 ____________________� 14-I-50.00 30 I 50 50 I 0.020 0.020 40 —___ o0 00 00 00 00 00 0000000e �--�------------------------------- 40 --------------------------------------- __ � -------- -- �__ --__ � --_______ �� _� � ---� �' 30 \�'�---- 32.91 ��-----------------� 30 14+00.00 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 - L 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 I 50 I 30 I 50 I 30 I 50 I 30 I 50 I 30 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0.020 0.020 ____-- --------------------------------------------- _ ___ � �--�--- � EL.41.94 41.29 � � � � `---� � � �--_ �� 00.00 �-- � ----------------------------------------------0.020 0.020_____ 40.14 ----- 41.54 � ��- � � . � �, � , � � � 10+50.00 �----------� 0.020 0.029 ------------------ ----------------------- --_ ------ 41.50 - ---------------- _�\ ��_ � � ,� ,,, ,, �� i 10+35.00 �---------' -- ------------------ 41.23 -__`� ��.__--------------� � � �``, ��i � � IO+OO.00 �' 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 - / 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 50 I 40 I 30 I 50 I 40 I 30 I 50 I 40 I 30 I 50 I 40 I 30 I � 50 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 50 � I 30 I 50 I 30 I 50 I 30 I 50 I 30 I 50 I 30 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - � / - - - - - - - - - - - - - - 4 0. 82 `� � �' � _-- � _- �2 � �0.�0 �-----------�� 0.005 0.003 ------- �--� __------- ----------------------------------- 41.12 � � ----- � � ' � --, � � _- � �- _- 11 +65.00 �---------�� ------------------------------------------ 0.005 0.020_ �3,� ------------ 41.24 �� __,� �- � __- �� _- _� 11 �50.00 -------- -------------------------------------------- �.020 O.�Q�O-_�,� �1 ------------�� 42.19 ��J-'�'� 40.00 �� ,, ,, _, � � ---_, __- __�_ � � � 00.�0 150 140 130 120 110 100 90 80 70 60 50 40 30 20 3.� 0.020 0.020 40. 65 10 + 50.00 10 0 10 �� __�------------------��\ . � 39.85 � � � � � � `---__-- 20 30 40 50 60 70 80 90 100 110 120 130 140 150 40 I 30 I 50 I 40 I 30 I 50 I 40 I 30 I 50 I 40 I 30 I 50 I 40 I 30 I