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Home My WebLink About20170868 Ver 1_03_NW Judd Pkwy Ext_Full Plan Set_2017-07-11_20170713c a � r � � i 0 0 N N 0 � � � � 0 � 0 � � � � z � � 0 N � N O � 0 � ��.- � Q � • � � • � See Sheet �-A For I ndex of Sheets See Sheet �-B For Conventional Plan Sheet Symbo/s � � �ti�� F� F� s . Z �A� - - - IH `, o ' �d - -� P J C - AyE�Ps � FST � � a o� - . - R _- � / R� � � HS � � � ; 42 ' � --; OFF SITE DETOUR ROUTE 55 O EI �t� PR�JE T � �� J�� P �'; N �; �� v ,,' B�o �Q�� s� BENGAL BLVB t��' � , �� . �, ��. � � � -- � � _ --- � � �" 55 � �` - - � - � � , ; � �, , , �-,� --�W , � ' �� - - �, - � � -- - , - � _ �� - -_- � �- -- � �,�� - n�j -- � 401 % ��--- � � - - - \ ASH/HGTOH ,�T - � +; — � , � � � , __.� i_ _ : �E ,Ac s � � S.� , . ,,aoE� � � azl� / - , �� - � ��---- _ - � �� i� �_ I _ �L -�_� � , � � "�� R� - � -� - Q J — _ � F� �� ' FUQUAY--�{ INA �� c� �I � _�POP. 1 �208 �, � � � �� —__ — �Q I � —.— / I I_ , r � _, , � � � !�� 401 �� —��'- '- � � - -- VlCINITY ti1AP roWN oF FVQuAY - VARiNA CULVERT � Ca� 10' X 6' RCBC BEGIN CONSTRUCTION -Y2- STA 12 + 80. 00 BEG/N TIP PROJECT U-5317 BEG/N CONSTRUCTION -L- STA 10+ 18.28 BEG/N CONSTRUCTION -Y1- STA 10 + 00. 00 �o ti s•��%�, . �-� 9�y�,, OF� � s� ` o' �^ END CONSTRUCTION -Y1- STA 19 + 11.37 0 �: �� I �� AI�E 1�T Y W U L OCA TI01�: SR 5056 1�W JUDD PARI�WA Y FR OM 1�C 42 (A CADEM Y S TREET) TO 1�C SS (BROAD STREET),1�C 42 (ACADEMY STREET), SR 1105 (COLEY FARM R DAD), WA SHII�GT01� S TREET, SR 1110 ( WILB 01� R OAD), THREE MEAD�WS RD, SR I179 (S. BRIDGE STREET), A1�D 1�C 55 (BROAD STREET) TYPE OF WORI�: GRADI11tG, DRAII�AGE, PA VI11tG, CURB � GUTTER, CULVERTS, SIGI�ALS, SI�1�lI11tG A11tD PAT�EME11tT MARI�II�GS � ,�, 56 �, � BEG/N CONSTRUCTION -Y4- STA 12 + 50. 00 � "\ � BEGIN CONS�CTION -Y2- STA 21 +55.36 END CONSTRUCT/ON -Y2- STA 23 + 71. 87 END CONSTRUCTION -Y2- STA 18 + 70. 00 — s. 1 BEGIN CONSTRUCT/ON -Y6- STA 13 + 75.10 BEGIN CONSTRUCTION -Y5- STA 11 +40.82 i� J R 1 . `G� S�tl S�Rp �5� END CONSTRUCTION -Y5- STA 17+67.59 END CONSTRUCTION -Y3- STA 24+67.36 END CONSTRUCTION -DWI- STA 12 + 00.00 �o ► • �''� � � ii END TIP PROJECT U-5317 -L- STA 104 + 72. 04 � �✓ 5,�.,y>,"� G��.so°ss �� Po � ��`O� � �G � � END CONSTRUCTION -Y7- STA 113+47.14 �o �Gs / CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMI TS ESTABLISHED BY METHOD ll . HYDRAULICS E11tGI11tEER DIVISI0IV OF HIGHWAYS GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH PLA1�S PREPARED Fox I m e �� O r n STATE OF 1VORTH CAROLIIVA ADT 2017 = 5900 VPD THE 1VCDOT BY. O Zp�7 421 Fayetteville $ireet,$uite 600 �� 50 25 0 50 100 ADT 2040 — 16700 VPD Raleigh,North Carolina Z�bo, LENGTH ROADWAY TIP PROJECT U-5317 = 1.79 MILES PE NO.F-0102 �� o �� D H V = 9% 2012 STANDARD SPECIFICATIONS ��' �� PLANS � D = 60% P.E. � ' 50 25 0 50 100 T - 3��° * TOTAL LENGTH TIP PROJECT U-5317 = 1.79 MILES RIGHT OF WAY DATE: MATTHEW WEST P.E. SIGNATURE: � � V = 50 mph � ROADWAY DESIG11t E11tGI11tEER � � JULY 2016 PROJECT ENGINEER ��, �� PROFILE (HORIZONTAL) DESIGN EXCEPTION: � �� N/A 10 5 0 10 20 FUNCTIONAL CLASSIFICATION: LETTI11lG DATE: ERI1V THOMPS0111, P.E. ��,I�I�TA�Y �][,A�� URBAN COLLECTOR AUGUST ZOI7 1'ROJECT DESIG11i ENGIIIIEER �� p� �� PROFILE (VERTICAL) *(TTST 1% + DUAL 2%� P.E. P.E. SIGNATURE: STATE HIGHWAY DESIGN ENGINEER INDEX OF SHEETS SHEET NUMBER / /-A / -B 2 T HRU 2� 2H T HRU 2K 2L OMITTED 3A - 3C 3P -1 3D -1 T HRU 3D -7 4-16 /7-25 TMP-1 THRU TMP-25 SD -1 PMP -1 T HRU PtiIP -l4 SIGN -1 T HRU SIGN -l5 OMITTED EC -1 T HRU EC -45 UO-1 THRU UO-l6 R-/ S -1 T HRU S -7 x -o Oti1/TTED X -1 T HRU X -7/ � a � r � � � � 0 0 N N � N O i � � a� � N c 0 � 'c 0 � � � � � � � � � i � 0 0 N N � N O i 0 3 � O 0 � i J Q � � DESCRIPTION T lT LE SHEET INDEX OF SHEETS AND GENERAL NOTES CONVENTIONAL SYtiIBOLS TYPICAL SECTIONS ROADW AY DET AILS DRAINAGE DET AILS SUMMARY OF EST I�AT ED QUANT lT lES SUtiltiIARY SHEET S PARCE� iNDEx DRAINAGE SUMMARY SHEET S PLAN SHEET S PROFILE SHEET S T RAFFIC MANAGEMENT PLANS SIGN DESIGN SHEET S PA�EMENT tiIARKING PLA�IS SIGNING PLANS SIGNAL PLANS EROSION CONT ROL PLANS EXIST lNG UT lLIT Y PLAN RAILROAD AT GRADE CROSSING SHEET STRUCTURE PLANS CROSS SECT lON INDEX CROSS SECT lON SUiI �IMARY SHEET CROSS SECT IONS BOUNDARIES A1�D PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iron Pin � Property Corner � Property Monument E�, 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 - - - -�Le- - - - 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 � �?� 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 '�Z' Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- --- Hyd ro, Pool or Reservoi r �_ ___� 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 � F[0{� False Sump �� !�`\�� 9 �� 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 TR,41�SPORTAT/ON O MILEPOST 35 0 s�V�rcH �� Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement — Existing Curb — � , W . W . W �^� � ._ _. �� c� �A, E E TDE PDE DUE PUE TUE AUE � Orchard Vi neya rd EXISTING 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 6(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 T�EGETATION.• Single Tree Single Shrub :��i � :� Hedge Woods Li ne � � � � � � � � � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS 6(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � �ineyard coNc � �oN� �� WATE R: 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: coNc Hy� 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.*) 5 U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) i � O ►� n � O ❑T � HH - - - -T- - - - mts T - - - -TC- - - - - -TC- - TC - - - -T FO- - - • - -T FO- - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS 6(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 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 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 - -�- - � A/G y�ater --T�--- T� - - - -Ty FO- - - - -Ty FO- Ty FO ♦ - ,■, - -c— A/G Gas � O 55 A/G Sanitary SeWer — — — —FSS— — — - — — FSS — — FSS • � � ❑s - ?UTL - 0 UST 0 � m AATU R E.O.I. N 0 > W � o, � a � � � 0 0 N � N O i � � � � c 0 � � 0 � � � � � Z � I 0 N � N 0 � � O � Q � � � 0 N � � EXISTING ' GROUND 6:1 - - - . __ .�� - - - _ VARIABLE SLOPE 12' 0.02 12' 2' 4' BIKE LAN E 2' S' 5' R2 0.02 , 0 S T �� 55' R / W 12' a Z _ � � n J� � � � I � 8'-8.75' '3 .2 5' 4'-5 .5' 12' � GRADE IPOINT POINT OF iROTATIO C1 . R3 I Oj 0.02 , � J1 �� INSET TYPICAL SECTION NO. 1A -L- STA 10 + 18.28 TO 13 + 72. 65 -L- STA 20+59.96 TO 27+55.04 -L- STA 32+61.71 TO 39+73.29 -L- STA 62 + 33.42 TO 71 + 04.17 � -L- SR 5056 . (NW JUDD PKWY) I I I 12' 8'-8.75' ' 8'-8.75' 12' � GRADE �POINT POINT OF ' ROTATION R1 O � R1 I �.�2 , 0.02 � �.OZ , �.�2 - , I ----- 5 ----- I ----- 5 ----- 1' T I T 1' I OO TYPI CAL SECTION NO. 1 -L- STA 10 + 18.28 TO 19 + 67.35 -L- STA 19 + 99.28 TO 72 + 15. 00 -L- STA 73 + 15. 00 TO 74 + 00. 00 -L- STA 77 + 50. 00 TO 79 + 50. 00 m Z _ U � � REFER TO RAILROAD CROSSING PLAN FOR ' CROSSING DESIGN DETAILS (SHEET R-1) PHYSICAL CROSSING (CONCRETE PANELS, SIGNALS, AND GATES) � SHALL BE INSTALLED BY NORFOLK SOUTHERN FORCES _ 4' 7' FDPS EXISTING � GROUND b��1 O - - - - 5 / _ _ _ 3 VARIABLE T SLOPE 4' BIK �a,r 12' EXISTING GROUND 6:1 _ _ _ _ 3•1 - - - - VARIABLE SLOPE 55' R / W 12' m Z _ � � �n �-.J J 1 4' 2' BIKE LAN E 4' 7' 4' 12' FDPS BIKE a LAN E ? 0 � � _ U � C1 �.�2 J� � 12' 5' S' 2' R2 � 0.02 � T S i� INSET TYPICAL SECTION NO. 1 B -L- STA 19+ 14.25 TO 19+67.35 (LT) -L- STA 19 +43.18 TO 19 + 67.35 (RT) -L- STA 19+99.28 TO 20+23.75 (LT) -L- STA 19 + 99.28 TO 20 + 52.74 (RT) � -L- SR 5056 : (NW JUDD PKWY) ' RR CROSSING APPROACH 12' _ i _ 8'-8 J5' _ 'i _ U � C1 ,MATCH RR CROSSWG 8� GRADE POINT POINT OF ROTATI ON 12' MATCH RR CROSSING� I J1 D� GRADE TO THIS LINE � TYPICAL SECTION NO. 2 -L- STA 19 + 67.35 TO 19 + 99.28 12' m Z J 2 U Q � C� GRADE TO THIS LINE Dl J1 4' BIKE LAN E 7' FDPS 4' � �•1 4 :1 VARIABLE SLOPE TYP/CAL SECTION NOTES: 1. SEE PLAN SHEETS FOR SPECIFIC MED/AN /SLAND LOCATIONS AND TYPES 2. SEE PART/AL SECTIONS FOR EXCEPT/ONS TO STATION L/M/TS 3. USE WEDGING AS NECESSARY. SEE DETAIL 1 SHEET 2G 4. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL DI TCH GRADES 5. PAVEMENT EDGE SLOPES ARE 1;1 UNLESS OTHERWISE NOTED 6. SEE DETAIL 3 SHEET 2G FOR MILLING ADJACENT TO EXISTING CURB EXISTING 7. SEE DETAIL 4, SHEET 2H FOR M/N/MUM GROUND WIDENING AND SAWCUT '�'' 8. WIDEN WITH ASPHALT CONCRETE BASE _ _ _ _ _ COURSE B25.0B IN LOCATIONS 6' WIDE OR LESS 9. SEE DETA/L 11, SHEET 2J FOR WIDTHS AND STATION, OFFSET, ELEVATION LAYOUT EXISTI NG GROUND . � � � _ _ _ _ �' INSET TYPICAL SECTION NO. 1 C SEE PLANS FOR GUARDRAIL DETAILS 6:� �� :1 � / 6:� � - ' � � EXISTING GROUND _ _ . _ - � � � �� VARIABLE SLOPE C� C2 C3 �� D2 D3 E/ E2 J/ �2 R3 S T U V VV X ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 PROJECT REFERENCE NO U -53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2 PAVEMENT DESIGN ENGINEER ��IELI�I�T�I�� 1L��T� ��n �v�°� �� v�°��Lp�°��rr PA VEMENT SCHED ULE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5B, AT AN AVERAGE RATE OF l68 LBS. PER SQe YD. lN EACH OF TWO LAYERS PROP. APPROX, l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9e5B9 AT AN AV ERAGE RAT E OF l68 LBSo PER SQo YD. PROPo VARe DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9o589 AT AN AV ERAGE RAT E OF ll2 LBSa PER SQe YD. PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 2" lN DEPTH OR LESS T HAN l.5" lN DEPT Ha PROP. APPROX. 4" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE l/9°OB, AT AN AVERAGE RATE OF 456 LBSe PER SQe YDe PROP. APPROX. 3" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE ll9.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YDe PROPe V AR. DEPT H ASPHALT CONCRET E lNT ERMEDIAT E COURSE9 TYPE 119008, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YDo PER l" DEPTH TO BE PLACED lN LAYERS NOT TO EXCEED 4" lN DEPTH OR LESS T HAN 2e5" lN DEPT Ha PROP. APPROXo 4" ASPHALT CONCRETE BASE COURSE, TYPE B25a08, AT AN AVERAGE RATE OF 456 LBSo PER SQo YDo PROPe V ARe DEPTH ASPHALT CONCRETE BASE COURSE9 TYPE B25.OB4 AT AN AV ERAGE RAT E OF ll4 LBSd PER SQa YD. PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 5e5" lN DEPTH OR LESS T HAN 3.0" lN DEPT H. PROPe 8" AGGREGAT E BASE COURSE, PROPe 4" AGGREGAT E BASE COURSEe l' -6" CONCRET E CURB AND GUT T ERo 2' -6" CONCRET E CURB AND GUT T ERo 5" MONOLITHIC CONCRETE ISLAND (KEYED lN) PROPOSED 4" CONCRET E SIDEW ALK EART H MAT ERIALo EX/ST/NG PAVEMENT. M/LLING ASHPALT PAVEMENT, l.5" DEPTH V ARIABLE DEPT H ASPHALT PAV EMENT (SEE ST ANDARD W EDG/NG DET A/L l, SHEET 2DJ EXIST/NG PAVEMENT REMOVAL N 0 N > W � o, � a � i � 0 0 N N N � O � -� � � c 0 � 0 � � � � z � � 0 0 N N � N 0 0 3 � 0 0 � � Q � � 0 N � � EXISTING ' GROUND b:l . __�/ _ _ _ 3 VARIABLE SLOPE 12' 2' 4' BIK LAI� 2� 5' S' R2 0.02 0 S T �' EXISTING ' GROUND 6:1 � � � � 3•1 . _ _ , VARIABLE SLOPE EXISTING GROUND . � . -- - 55' 12' � -L- SR 5056 . (NW JUDD PKWY) 0 I 12' 8.75' ' 8.75' 12' 12' � GRADE Z POINT J � POINT OF v OO I ROTATION C� � Rl . Rl C2 I 0.02 , 0.02 ' 0.02 0.02 , - .I----- 5----- I -----5 ----- --- ------- ------ I 1' T � T 1' D1 w U E1 0 TYPI CAL SECTION NO. -L- STA 72 + 15. 00 TO 73 + 15. 00 -L- STA 74 + 00. 00 TO 77 + 50. 00 -L- STA 79 + 50. 00 TO 96 + 50. 00 � I 12' 8'-8.75' '3.25' 4'-5.5' 12' • -4' � GRADE . POINT � POINT OF � ROTATION C1 � C1 R3 C2 1 0.02 0.02 � J1 �� Dl �� U W INSET TYPICAL SECTION NO. 3A -L- STA 83+98.17 TO 91 +31.41 4' 2' BIKE LAN E Cl) (R2 12' 5' 5' 2' , 0.02 �� T S �� 12' 4' m BIKE w LAN E m Z W J Z � V x � 6' � � C2 MI LL TO KEY IN � EXISTING 0.02 GROUND - ----_ - - _ J- - � w � v 1NSET TYPICAL SECTION NO. 3B -L- STA 91 + 05. 00 TO 96 + 50. 00 60' R�W 12' 2' 4' 12' 12' BIKE LAN E �� R2 C1 0.02 � -L- SR 5056 . (NW JUDD PKWY) 14' R1 � , 0.02 ,:,, ----- �-------- 5 --- T T � � EXIST RNV I .2, 12, � GRADE IPOINT POINT OF ' ROTATION I R� C1 �� Dl � � i � �� TYPICAL SECTION NO. 4 -L- STA 9 6+ 50. 00 TO 104 + 72. 04 INSET TYPICAL SECTION NO. 4A SEE PLANS FOR GUARDRAIL DETAILS � �•1 4 :� VARIABLE SLOPE TYP/CAL SECTION NOTES: 1. SEE PLAN SHEETS FOR SPECIFIC MED/AN /SLAND LOCATIONS AND TYPES 2. SEE PART/AL SECTIONS FOR EXCEPT/ONS TO STATION L/M/TS 3. USE WEDGING AS NECESSARY. SEE DETAIL 1 SHEET 2G 4. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL DI TCH GRADES EXISTING 5. PAVEMENT EDGE SLOPES ARE 1;1 GROUND UNLESS OTHERWISE NOTED ____ 6. SEE DETAIL 3 SHEET 2G FOR MILLING ADJACENT TO EXISTING CURB . _ _ � 7. SEE DETAIL 4, SHEET 2H FOR M/N/MUM WIDENING AND SAWCUT 8. WIDEN WITH ASPHALT CONCRETE BASE COURSE B25.0B IN LOCATIONS 6' WIDE OR LESS 9. SEE DETA/L 11, SHEET 2J FOR WIDTHS AND STATION, OFFSET, ELEVATION LAYOUT EXISTING GROUND - - � _ - � - - �' INSET TYPICAL SECTION NO. 3C SEE PLANS FOR G UARDRAI L DETAI LS 12' 12' 4' BIKE LAN E 6' C2 MILL TO KEY IN � EXISTING 0.02 GROUND , ----- - - - J w U V C� C2 C3 �� D2 D3 E/ E2 J/ �2 R3 S T � V Yr X ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 PROJECT REFERENCE NO U -53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2A PAVEMENT DESIGN ENGINEER ��IELI�I�T�I�� 1L��T� ��n �v�°� �� v�°��Lp�°�d��v PA VEMENT SCHED ULE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5B, AT AN AVERAGE RATE OF l68 LBS. PER SQe YD. lN EACH OF TWO LAYERS PROP. APPROX, l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9e5B9 AT AN AV ERAGE RAT E OF l68 LBSo PER SQo YD. PROPo VARe DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9o589 AT AN AV ERAGE RAT E OF ll2 LBSa PER SQe YD. PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 2" lN DEPTH OR LESS T HAN l.5" lN DEPT Ha PROP. APPROX. 4" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE l/9°OB, AT AN AVERAGE RATE OF 456 LBSe PER SQe YDe PROP. APPROX. 3" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE ll9.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YDe PROPe V AR. DEPT H ASPHALT CONCRET E lNT ERMEDIAT E COURSE9 TYPE 119008, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YDo PER l" DEPTH TO BE PLACED lN LAYERS NOT TO EXCEED 4" lN DEPTH OR LESS T HAN 2e5" lN DEPT Ha PROP. APPROXo 4" ASPHALT CONCRETE BASE COURSE, TYPE B25a08, AT AN AVERAGE RATE OF 456 LBSo PER SQo YDo PROPe V ARe DEPTH ASPHALT CONCRETE BASE COURSE9 TYPE B25.OB4 AT AN AV ERAGE RAT E OF ll4 LBSd PER SQa YD. PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 5e5" lN DEPTH OR LESS T HAN 3.0" lN DEPT H. PROPe 8" AGGREGAT E BASE COURSE, PROPe 4" AGGREGAT E BASE COURSEe l' -6" CONCRET E CURB AND GUT T ERo 2' -6" CONCRET E CURB AND GUT T ERo 5" MONOLITHIC CONCRETE ISLAND (KEYED lN) PROPOSED 4" CONCRET E SIDEW ALK EART H MAT ERIALo EX/ST/NG PAVEMENT. M/LLING ASHPALT PAVEMENT, l.5" DEPTH V ARIABLE DEPT H ASPHALT PAV EMENT (SEE ST ANDARD W EDG/NG DET A/L l, SHEET 2DJ EXIST/NG PAVEMENT REMOVAL N 0 > W � o, � a � � � 0 0 N � N O i � � � � c 0 � c 0 � � � � � z � � 0 0 N � N 0 0 3 � 0 � Q � � � 0 N � � EXISTING GROUND - — — — � _ � - - - — — — --.-�� VARIABLE SLOPE __-- EXISTING GROUND EXISTING GROUND 6:1 _ __�� - - - - VARIABLE SLOPE 4:� 2� 1 � �: T 4' FDF \/All TYP/CAL SECTION NOTES: 1. SEE PLAN SHEETS FOR SPECIFIC �-Y1- NC HWY 42 MED/AN /SLAND LOCATIONS AND TYPES 2. SEE PART/AL SECTIONS FOR (ACADEMY ST) EXCEPT/ONS TO STATION L/M/TS � EXIST VAR R�W � EXIST VAR R�W 3. USE WEDGING AS NECESSARY. SEE DETAIL 1 SHEET 2G VAR. 0'-12' MATCH C1 EXIST E1 � �2' VAR. � VAR. �2' VAR EXIST 4. SEE CROSS SECTIONS AND PROFILES 0'-6' , 0'-6' 0'-12' 4' FOR SPECIAL DI TCH GRADES a I m 5. PAVEMENT EDGE SLOPES ARE 1;1 � ' ? UNLESS OTHERWISE NOTED � � 6. SEE DETAIL 3 SHEET 2G FOR MILLING a ADJACENT TO EXISTING CURB � . � C2 � MATC H ' EXIST EXISTING 7. SEE DETAIL 4, SHEET 2H FOR M/N/MUM - ---------- ----------- --- -- -- ___, GROUND WIDENINGANDSAWCUT - -- --- - ------- --------�-------- - , \ � ' � � , . � — — — - 8. WIDEN WITH ASPHALT CONCRETE BASE i " COURSE B25.0B IN U U LOCATIONS 6' WIDE OR LESS � TYPICAL SECTION NO. 5 9. SEE DETA/L 11, SHEET 2J FOR WIDTHS AND STATION, -Y1- STA 1 �+ 00. 00 TO 19 + 11.37 OFFSET, ELEVATION LAYOUT � � i O 0.5' INSET TYPICAL SECTION NO. 5A -Y1- STA 14+40.37 TO 17+40.12 (LT) EXISTING GROUND . � - - ----� EXISTING GROUND �\�FS VARIABLE SLOPE ti1 a W Z _ U � VAR. W z _ v � 12' VAR 4' 4' 0'-12' FDPS C2 C1 MATC H -- ------ -=EXIST 0�i -- -------------- 6:1 U Dl E1 T INSET TYPICAL SECTION NO. 5B -Y1- STA 10 + 00. 00 TO 14 + 20. 00 (RT) EXIST a w Z J _ � EXISTI NG 6� C2 � O MII.L TO MATCH GROUND KEY IN , EXIST ------- — L = V U INSET TYPICAL SECTION NO. 5C -Y1- STA 10+34.28 TO 14+40.00 (LT) 4 :� EXIST 30' R�W -Y2- SR 1105 � (COLEY FARM RD) _ i _ EXIST 30' R�W _ 6' � 10' � 10' � 6' C1 C2 � C2 Cl 0.08 �.�� • v.v� 0.08 �- ' � � --- -- . -- --- � I T U W I W U T E1 E1 TYPICAL SECTION NO. 6 -Y2- STA 12+80.00 TO 15+20.13 -Y2- STA 15+95.92 TO 17+30.00 4:� VARIABLE ?'I SLOPE EXISTING GROUND - - - - ---- EXISTING GROUND ?�� 4 :� VARIABLE SLOPE EXISTING GROUND � — — — — - � - - - � - - — — — — EXISTING GROUND C� C2 C3 �� D2 D3 E/ E2 J/ �2 R3 S T � V Yr X ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 PROJECT REFERENCE NO U -53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2B PAVEMENT DESIGN ENGINEER ��IELI�I�T�I�� 1L��T� �� v�°� �� v�°��BLp�°�d��v PA VEMENT SCHED ULE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5B, AT AN AVERAGE RATE OF l68 LBS. PER SQe YD. lN EACH OF TWO LAYERS PROP. APPROX, l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9e5B9 AT AN AV ERAGE RAT E OF l68 LBSo PER SQo YD. PROPo VARe DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9o589 AT AN AV ERAGE RAT E OF ll2 LBSa PER SQe YD. PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 2" lN DEPTH OR LESS T HAN l.5" lN DEPT Ha PROP. APPROX. 4" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE l/9°OB, AT AN AVERAGE RATE OF 456 LBSe PER SQe YDe PROP. APPROX. 3" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE ll9.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YDe PROPe V AR. DEPT H ASPHALT CONCRET E lNT ERMEDIAT E COURSE9 TYPE 119008, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YDo PER l" DEPTH TO BE PLACED lN LAYERS NOT TO EXCEED 4" lN DEPTH OR LESS T HAN 2e5" lN DEPT Ha PROP. APPROXo 4" ASPHALT CONCRETE BASE COURSE, TYPE B25a08, AT AN AVERAGE RATE OF 456 LBSo PER SQo YDo PROPe V ARe DEPTH ASPHALT CONCRETE BASE COURSE9 TYPE B25.OB4 AT AN AV ERAGE RAT E OF ll4 LBSd PER SQa YD. PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 5e5" lN DEPTH OR LESS T HAN 3.0" lN DEPT H. PROPe 8" AGGREGAT E BASE COURSE, PROPe 4" AGGREGAT E BASE COURSEe l' —6" CONCRET E CURB AND GUT T ERo 2' —6" CONCRET E CURB AND GUT T ERo 5" MONOLITHIC CONCRETE ISLAND (KEYED lN) PROPOSED 4" CONCRET E SIDEW ALK EART H MAT ERIALo EX/ST/NG PAVEMENT. M/LLING ASHPALT PAVEMENT, l.5" DEPTH V ARIABLE DEPT H ASPHALT PAV EMENT (SEE ST ANDARD W EDG/NG DET A/L l, SHEET 2DJ EXIST/NG PAVEMENT REMOVAL N 0 N > W � a � a � � � 0 0 N � N O � � � � � � 0 � 'c 0 � , � � � � z � i 0 0 N N � N 0 O � 0 � � Q � � � 0 N � � EXISTING GROUND � � � - � — — — — - — � — — — �' — __-_ EXISTING GROUND ?�� VARIABLE SLOPE 4:� EXISTI NG GROUND --�'- - — — — EXISTING GROUND �•1 6 :1 40' RiW 4' _4'_ IFDPSI _ 12' � �: � � -Y4- SR 1110 (WI LBON ROAD) � -4' 0'-4'. 0'-8' I I � ', � GRADE J ' POINT � POINT OF � ROTATION 45' R�W 12' 0.02 , � T �� D2 I TYPICAL SECTION NO. 13 -Y4- STA 18 + 75. 00 TO 23 + 84.25 EXISTING - — �' — GROUND ��FS VARIABLE SLOPE �� 4 :� EXIST VAR 12' I 0'-12' � FDPS � � �� T Y5- THREE MEADO WS 12' _• . I � � GRADE � POINT 6� � RO ATION 6� MILL TO ' MILL TO O C2 � C2 O KEY IN KEY IN 0.02 , 0.02 0.02 , 0.02 -- L_ ______ _ __ _ J — � — - EXISTING --- , ----- GROUND I � � w � w � � TYPICAL SECTION NO. 14 -Y5- STA 11 + 40. 82 TO 11 + 95. 71 VAR R�W 8' � 12' -YS- SR 1179 � S. BR/ D GE S TREET i � � 30' R�W � 12' � 8' � GRADE � POINT � POINT OF � ROTATION C1 I C1 0.08 0.02 _ 0.02 0.08 � � I T J1 � J1 T TYPICAL SECTION NO. 15 -Y5- STA 12 + 69.33 TO 16 + 00. 00 i� VARIABLE ?'I SLOPE 6:� EXISTI NG GROUND — � — - — — — — EXISTING GROUND ?'I 4 :� TYP/CAL SECTION NOTES: 1. SEE PLAN SHEETS FOR SPECIFIC MED/AN /SLAND LOCATIONS AND TYPES 2. SEE PART/AL SECTIONS FOR EXCEPT/ONS TO STATION L/M/TS 3. USE WEDGING AS NECESSARY. SEE DETAIL 1 SHEET 2G 4. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL DI TCH GRADES 5. PAVEMENT EDGE SLOPES ARE 1;1 UNLESS OTHERWISE NOTED 6. SEE DETAIL 3 SHEET 2G FOR MILLING ADJACENT TO EXISTING CURB 7. SEE DETAIL 4, SHEET 2H FOR M/N/MUM WIDENING AND SAWCUT 8. WIDEN WITH ASPHALT CONCRETE BASE COURSE B25.0B IN LOCATIONS 6' WIDE OR LESS 9. SEE DETA/L 11, SHEET 2J FOR WIDTHS AND STATION, OFFSET, ELEVATION LAYOUT EXISTING �/ GROUND � — � — - C2 ' — � — - - — � — - VARIABLE SLOPE � C3 — � — - ---- EXISTI NG GROUND �� D2 D3 E/ E2 J/ �2 R3 S T � V Yr X ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 PROJECT REFERENCE NO U -53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2E PAVEMENT DESIGN ENGINEER ��IELI�I�T�I�� 1L��T� ��n �v�°� �� v�°��Lp�°��rr PA VEMENT SCHED ULE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9o5B, AT AN AVERAGE RATE OF l68 LBS. PER SQe YD. lN EACH OF TWO LAYERS PROP. APPROX, l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9e5B9 AT AN AV ERAGE RAT E OF l68 LBSo PER SQo YD. PROPo VARe DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9o589 AT AN AV ERAGE RAT E OF ll2 LBSa PER SQe YD. PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 2" lN DEPTH OR LESS T HAN l.5" lN DEPT Ha PROP. APPROX. 4" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE l/9°OB, AT AN AVERAGE RATE OF 456 LBSe PER SQe YDe PROP. APPROX. 3" ASPHALT CONCRET E lNT ERMEDIAT E COURSE, TYPE ll9.OB, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YDe PROPe V AR. DEPT H ASPHALT CONCRET E lNT ERMEDIAT E COURSE9 TYPE 119008, AT AN AVERAGE RATE OF ll4 LBS. PER SQ. YDo PER l" DEPTH TO BE PLACED lN LAYERS NOT TO EXCEED 4" lN DEPTH OR LESS T HAN 2e5" lN DEPT Ha PROP. APPROXo 4" ASPHALT CONCRETE BASE COURSE, TYPE B25a08, AT AN AVERAGE RATE OF 456 LBSo PER SQo YDo PROPe V ARe DEPTH ASPHALT CONCRETE BASE COURSE9 TYPE B25.OB4 AT AN AV ERAGE RAT E OF ll4 LBSd PER SQa YD. PER l" DEPT H T 0 BE PLACED /N LAYERS NOT TO EXCEED 5e5" lN DEPTH OR LESS T HAN 3.0" lN DEPT H. PROPe 8" AGGREGAT E BASE COURSE, PROPe 4" AGGREGAT E BASE COURSEe l' —6" CONCRET E CURB AND GUT T ERo 2' —6" CONCRET E CURB AND GUT T ERo 5" MONOLITHIC CONCRETE ISLAND (KEYED lN) PROPOSED 4" CONCRET E SIDEW ALK EART H MAT ERIALo EX/ST/NG PAVEMENT. M/LLING ASHPALT PAVEMENT, l.5" DEPTH V ARIABLE DEPT H ASPHALT PAV EMENT (SEE ST ANDARD W EDG/NG DET A/L l, SHEET 2DJ EXIST/NG PAVEMENT REMOVAL N Z � N i W � C � � N � 0 a� � i � 0 0 N N � N O i � � a� � � C O � C O � i -�. � � � � � Z � � O O N N � N O i O � � O O � I J Q � � PROJECT REFERENCE NO. I SHEET NO. _ _ . _ _ I U -53/7 2J DESIGN IEER �� N 0 N i W � � � Q � i � O O N N 0 � -� � � c 0 � c 0 � � � � � z � 0 N � 0 0 � 0 � � Q � � � 0 N \ \ � DETAIL 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) _� NATURAL GROUND 2•I �� ----____ FROM STA. 13 + 50 TO STA. 15 + 50 -L- (LT) FROM STA. 20 + 05 TO STA. 20 + 50 -L- (LT) FROM STA. 62 + 00 TO STA. 63 + 50 -L- (LT) FROM STA. 74 + 50 TO STA. 76 + 00 -L- (LT) Ground D ETAI L 5 SPECIAL CUT DITCH ( Not to Scale) � O'� ?'I ��a��cet D Min. D = 1.0 Ft. Front Ditch Slope FROM STA. 15 + 50 TO STA. 17 + 50 -Y3- (RT) Natural Ground � d Geotexti l e D ETAI L 9 LATERAL 'V' DITCH ( Not to Scale) ,� . p `1-�• 1 "/Ft. s Fill Slope Min. D = 1.0 Ft. Max. d = 1.0 Ft. Type of Liner= Class 'B' Rip-Rap b= 5.0 Ft. FROM STA. 26 + 00 TO STA. 27 + 00 -L- (LT) FROM STA. 55 + 15 TO STA. 57 + 50 -L- (LT) Natural Ground DETAIL 13 LATERAL 'V' DITCH ( Not to Scale) � � �- , � „�t. : � p �,'• Min. D = 1.0 Ft. b = 5.0 Ft. FROM STA. 53 + 30 TO STA. 55 + 15 -L- (LT) FROM STA. 57 + 50 TO STA. 59 + 00 -L- (LT) FROM STA. 60 + 00 TO STA. 61 + 00 -L- (LT) Fill Slope Natural Ground D ETAI L 2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) , , O� �F � o ��a�'�e< r D Fill Slope Min. D = 1.0 Ft. FROM STA. 10 + 40 TO STA. 13 + 50 -Yl- (RT) FROM STA. 15 + 50 TO STA. 18 + 00 -L- (LTj FROM STA. 16 + 50 TO STA. 19 + 15 -L- (RT) FROM STA. 20 + 50 TO STA. 23 + 00 -L- (LT) FROM STA. 23 + 00 TO STA. 23 + 80 -L- (LT) FROM STA. 13 + 00 TO STA. 13 + 50 -Y2- (LT) FROM STA. 13 + 80 TO STA. 14 + 65 -Y2- (LT) FROM STA. 17 + 00 TO STA. 17 + 50 -Y2- (LT) FROM STA. 16 + 75 TO STA. 18 + 70 -Y2- (RT) FROM STA. 25 + 00 TO STA. 26 + 00 -L- (LT) FROM STA. 35 + 00 TO STA. 35 + 68 -L- (RT) FROM STA. 10 + 90 TO STA. 18 + 00 -Y3- (LT) FROM STA. 10 + 90 TO STA. 15 + 50 -Y3- (RT) FROM STA. 65 + 00 TO STA. 66 + 77 -L- (LT) FROM STA. 13 + 00 TO STA. 17 + 50 -Y4- (LT) FROM STA. 13 + 00 TO STA. 17 + 00 -Y4- (RT) FROM STA. 21 + 00 TO STA. 23 + 00 -Y4- (RT) FROM STA. 68 + 50 TO STA. 74 + 50 -L- (LT) FROM STA. 76 + 00 TO STA. 77 + 30 -L- (LT) FROM STA. 77 + 30 TO STA. 86 + 00 -L- (RT) FROM STA. 15 + 00 TO STA. 16 + 50 -YS- (RTj FROM STA. 16 + 08 TO STA. 17 + 15 -YS- (LT) NATURAL GROUND DETAIL 6 TOE PROTECTION ( Not to Scale) � d = 2.0 Ft. b = 1.0 Ft. Type of Liner= PSRM .. `L'�� F d FILL - SLOPE FROM STA. 18 + 00 TO STA. 19 + 25 -L- (LT) Natural Ground D ETAI L 10 SPECIAL LATERAL BASE DITCH ( Not to Scale) .� o'� � Fill '� D ��a'�'�e< Slope � Min. D = 1.0 Ft. B = 2.0 Ft. F ROM STA. 2 7+ 00 TO STA. 2 8+ 40 -L- ( LT) DETAIL 14 STANDARD BASE DITCH ( Not to Scale) Natural Ground Min. D = 1.0 Ft. B = 2.5 Ft. STA. 21 + 00 -Y4- (LT) Natural Ground Natural Ground D ETAI L 3 SPECIAL LATERAL BASE DITCH ( Not to Scale) 1 0< � Fill '� D ��a'c'�e< Slope � Min. D = 2.0 Ft. B = 3.0 Ft. FROM STA. 17 + 50 TO STA. 18 + 25 -Yl- (LT) FROM STA. 10 + 76 TO STA. 12 + 57 -L- (RT) DETAIL 7 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural Ground �: J D d Geotextile � Type of Liner= Class 'B' Rip-Rap F�ii Slope Min. D = 1.0 Ft. Max. d = 1.0 Ft. F ROM STA. 10 + 10 TO STA. 10 + 40 -Yl -( RT) FROM STA. 13 + 50 TO STA. 14 + 00 -Yl- (RT) FROM STA. 12 + 50 TO STA. 15 + 00 -Y2- (RT) FROM STA. 16 + 50 TO STA. 17 + 00 -Y2- (LT) FROM STA. 36 + 45 TO STA. 37 + 50 -L- (RT) FROM STA. 61 + 00 TO STA. 62 + 00 -L- (LT) FROM STA. 17 + 50 TO STA. 19 + 50 -Y4- (LT) FROM STA. 17 + 00 TO STA. 21 + 00-Y4- (LT) Natural D ETAI L 11 LATERAL BASE DITCH ( Not to Scale) b I �-- Ground 1'% p �•.� 1°/Ft. d GEOTEXTILE g Min. D = 1.0 Ft. Max. d = 1.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= Class 'B' Rip-Rap b= 5.0 Ft. Fill Slope FROM STA. 37 + 50 TO STA. 37 + 70 -L- (RT) DETAI L 15 ROCK FILL IN POND ( Not to Scale) Proposed � Existing � � Earth Fill �� CLASS '6' RIP-RAP � Elev. = 432.0' F�� , �N.W.S. i.o 'j Elev. = 431.0' FROM STA. 58 + 82 TO STA. 60 + 50 -L- (RT) ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 D ETAI L 4 SPECIAL LATERAL BASE DITCH ( Not to Scale) Natural Ground ?•� d � Geotextile B .� �- Fill ��a�'�e� Slope � � Min. D = 2.0 Ft. Max. d = 1.0 Ft. B = 3.0 Ft. Type of Liner= Class I Rip-Rap FROM STA. 18 + 25 TO STA. 19 + 00 -Yl- (LT) D ETAI L 12 STANDARD BASE DITCH ( Not to Scale) Natural Natural Ground ?•� �•.� Ground d � Geotextile B Min. D= 1.0 Ft. Max. d = 1.0 Ft. *When B is < 6.0' B= 2.0 Ft. Type of Liner= Class '6' Rip-Rap Natural Ground STA. 49 + 35 -L- (RT) STA. 56 + 00 -L- (RT) STA. 65 + 00 -L- (RT) D ETAI L 16 STANDARD 'V' DITCH ( Not to Scale) � Natural \ D Ground 3•1 Min. D = 1.0 Ft. FROM STA. 22 + 50 TO STA. 23 + 42 -Y4- (LTj PROJECT REFERENCE NO U -53/7 ROADWAY DESIGN ENGINEER SHEET NO. 2L PAVEMENT DESIGN ENGINEER ��IELI�I�T�I�� 1L��T� ��n �v�°� �� v�°��Lp�°��rr D ETAI L 17 RI P RAP AT EMBAN KMENT ( Not to Scale) 10'min. Ditch 1.0' 1.0'min• , Grade �, _ i GEOTEXTILE �� 1.0 � � Type of Liner= Class 'B' Rip Rap '�, STA. 56 + 75 -L- (RT) STA. 60 + 00 -L- (RT) 1 TEM NUMBER 0000100000-N 0000400000-N 0001000000-E 0050000000-E 0022000000-E 0036000000-E �, 0106000000-E z � 0134000000-E > W � 0141000000-E 0156000000-E 0192000000-N 0194000000-E 0196000000-E 0199000000-E 0318000000-E 0366000000-E 0372000000-E 0378000000-E 0402000000-E 0582000000-E c o, � � � � � a � i � 0 0 N N � N � 0 � � � a� � � c 0 � 'c 0 � � � � � � z � � � 0 N N � N O i 0 3 � 0 � i J � � � 0 N \ \ � 0636000000-E 0995000000-E 1011000000-N 1077000000-E 1121000000-E 1121000000-E 1220000000-E 1297000000-E 1308000000-E 1489000000-E 1498000000-E 1519000000-E 1519000000-E 2209000000-E 2286000000-N 2308000000-E SEC # 800 801 200 200 225 225 230 240 240 250 260 265 270 SP 300 310 310 310 370 310 SP 310 340 500 SP 520 520 545 607 607 610 610 610 611 SP SP SP 838 840 840 `�� X X X X X X X /:1 X X X X X X X X X X X X X X X X X X X � �1 X X UNIT DESCRIPTION LS MOBILIZATION (5% MAX) LS CONSTRUCT/ON SURVEY/NG LS CLEAR/NG AND GRUBB/NG (8.6 ACRE) AC SUPPLEMENTARY CLEAR/NG AND GRUBB/NG CY UNCLASS/FIED EXCAVAT/ON CY CY CY LF SY H CY SY SF TON LF LF LF LF LF LF EA LF LS TON SY SY TON SY SY SY SY SY SY TON TON LS CY EA LF UNDERCUT EXCAVATION BORROW EXCAVATION DRA/NAGE DITCH EXCAVATION BERM D/TCH CONSTRUCTION REMOVAL OF EXISTING ASPHALT PAVMENT PROOF ROLLING SELECT GRANULAR MATER/AL, CLASS lll GEOTEXTILE FOR SO/L STAB/L/ZATION TEMPORARY SHOR/NG FOUNDATION CONDITION/NG MATERIAL, MINOR STRUCTURES 15" RC P/PE CULVERTS, CLASS lll 18" RC P/PE CULVERTS, CLASS lll 24" RC P/PE CULVERTS, CLASS lll 48" RC P/PE CULVERTS, CLASS Ill 15" CS P/PE CULVERT, 0.064" TH/CK 84" CS P/PE CULVERT - ALUM/NIZED 15" CS P/PE ELBOWS, 0.064" THICK P/PE REMOVAL F/NE GRAD/NG (20,400 SY) #57 STONE AGGREGATE BASE COURSE (6" DEPTH) AGGREGATE BASE COURSE (10" DEPTH) INCIDENTAL STONE BASE MILL/NG ASPHALT PAVEMENT, 1.5" DEPTH MILLING ASPHALT PAVEMENT, 0" TO 1.5" DEPTH ASPHALT CONCRETE BASE COURSE (5" DEPTH), TYPE B25,OB (ASPHALT B/NDER /NCLUDED) ASPHALT CONCRETE INTERMEDIATE COURSE (4" DEPTH), TYPE /19.0B (ASPALT B/NDER /NCLUDED) ASPHALT CONCRETE SURFACE COURSE (3" DEPTH), TYPE 59.5B (ASPHALT BINDER /NCLUDED) ASPHALT CONCRETE SURFACE COURSE (1.5" DEPTH), TYPE 59.5B (ASPHALT BINDER INCLUDED) ASPHALT WEDGING, TYPE 119.0B (ASPHALT BINDER /NCLUDED) ASPHALT WEDGING, TYPE 59.5B (ASPHALT BINDER /NCLUDED) REINFORCED ENDWALLS FOR 84" CS PIPE (2 ENDWALLS) ENDWALLS MASONRY DRA/NAGE STRUCTURES MASONRY DRA/NAGE STRUCTURES (EXTRA DEPTH) I TEM NUMBER_ 2364000000-N 2374000000-N 2374000000-N 2374000000-N 2549000000-E 2542000000-E 2591000000-E 2605000000-N 2612000000-E 2619000000-E 2655000000-E 2830000000-N 2845000000-N 3030000000-E 3270000000-N 3317000000-N 3150000000-N 3533000000-E 3539000000-E 3545000000-E 3554000000-E 3565000000-E 3628000000-E 3649000000-E 3656000000-E 3659000000-N 6038000000-E 4025000000-E 4072000000-E 4102000000-N 4116100000-N 4237000000-N 4155000000-N 4850000000-E 4685000000-E 4686000000-E 4695000000-E 4705000000-E 4710000000-E 4725000000-E 4721000000-E 4900000000-N 4957000000-N SEC # 840 840 840 840 846 846 848 848 848 850 852 858 858 862 SP 862 865 866 866 866 866 866 876 876 876 SP SP 901 903 904 904 907 907 SP 1205 1205 1205 1206 1207 1205 1205 1205 1251 1264 Q� X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 UN/T DESCR/PTION EA FRAME WITH TWO GRATES, STD 840.16 EA FRAME WITH GRATE & HOOD, STD 840.03, TYPE E EA FRAME WITH GRATE & HOOD, STD 840.03, TYPE F EA FRAME WITH GRATE & HOOD, STD 840.03, TYPE G LF 2'-6" CONCRETE CURB AND GUTTER LF SY EA SY SY SY EA EA LF EA EA EA LF EA EA EA EA TON TON SY EA SY SF LF EA EA EA EA LS LF LF LF LF LF LF EA EA EA EA PROJECT REFERENCE NO U —53/7 ROADWAY DESIGN ENGINEER SHEET NO. PAVEMENT DESIGN ENGINEER ��IELI�I�T�I�� 1L��T� �� v�°� �� v�°��Lp�°��rr 1'-6" CONCRETE CURB & GUTTER 4" CONCRETE S/DEWALK CONCRETE CURB RAMP 6" CONCRETE DRI VEWAY 4" CONCRETE PAVED D/TCH (FOR BERM DRAINAGE OUTLET - BDO) 5" MONOL/THIC CONCRETE /SLANDS (KEYED /N) ADJUSTMENT OF MANHOLES ADJUSTMENT OF METER BOXES OR VALVE BOXES STEELBEAM GUARDRA/L GURARDRA/L ANCHOR UNITS, TYPE 350 GUARDRAIL ANCHOR UN/TS, TYPE B-77 ADDIT/ONAL GUARDRA/L POSTS CHAIN LINK FENCE, 72" FABRIC METAL L/NE POSTS FOR 72" CHA/N LINK FENCE METAL TERM/NAL POSTS FOR 72" CHA/N L/NK FENCE METAL GATE POSTS FOR 72" CHA/N LINK FENCE, DOUBLE GATE DOUBLE GATES, 72" HIGH, 6' WIDE, 12' OPEN/NG R/ P RAP, CLASS I R/ P RAP, CLASS B GEOTEXTILE FOR DRA/NAGE PREFORMED SCOUR HOLE W/TH LEVEL SPREADER PERMANENT SOIL RE/NFORCEMENT MAT CONTRACTOR FURN/SHED, TYPE E S/GN SUPPORTS, 3-LB STEEL U-CHANNEL S/GN ERECTION, TYPE E SIGN ERECTION RELOCATE, TYPE E(GROUND MOUNTED) STOCKPILE S/GN, D, E, OR F D/SPOSAL OF SIGN SYSTEM, U-CHANNEL TRAFF/C CONTROL REMOVAL OF PAVEMENT MARKING LINES, 4" THERMOPLASTIC PAVEMENT MARK/NG LINES (4", 90 M/LS) THERMOPLASTIC PAVEMENT MARK/NG LINES (4", 120 MILS) THERMOPLAST/C PAVEMENT MARK/NG LINES (8", 90 M/LS) THERMOPLAST/C PAVEMENT MARK/NG L/NES (16", 120 MILS) THERMOPLASTIC PAVEMENT MARK/NG LINES (24", 120 MILS) THERMOPLASTIC PAVEMENT MARK/NG SYMBOL (120 MILS) THERMOPLAST/C PAVEMENT MARKING CHARACTER (120 MILS) PERMANENT RA/SED PAVEMENT MARKERS OBJECT MARKER (TYPE 1) N Z � N � W � c o, � � � � i � a � i � 0 0 N N N � O � � � a� � � c 0 � 'c 0 � � � � � � Z � i � 0 0 N N � N � 0 0 3 � 0 0 � i J Q � � � 0 N \ \ � COMPUTED BY: EKT DATE: 8-11-16 CHECKED BY: MSW DATE: 8-12-16 "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W= TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. G= GATING IMPACT ATfENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 �� GUARDRAIL S UMMARY ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 LENGTH WARRANT POINT "N" FLARE LENGTH W ANCHORS IMPACT REMOVE ATf EN UATOR DIST. TOTAL REMOVE AND SURVEY TYPE 350 REMOVE BEG. STA. END STA. LOCATION FROM SHOULDER DETOUR STOCKPILE REMARKS LINE GUARDRAIL SHOP DOUBLE APPROACH TRAILING E.O.L. WIDTH TRAILING APPROACH TRAILING TERMINAL pERMITfED GUARDRAIL EXISTING STRAIGHT APPROACH TYPE AT-1 CAT-1 B-77 6=83 END CURVED FACED END END END END END END 350 SECTION NO. G NG U RD IL -L- 24+75.00 30+31.25 RT 556.25 25+50 30+25 12' 15' 50' 6.25 1 1 1 1 -L- 25+93.75 30+50.00 LT 456.25 30+00 26+50 12' 15' 50' 6.25 1 1 1 1 -L- 56+50.00 61+06.25 RT 456.25 57+50 61+00 12' 15' 50' 6.25 1 1 1 1 - _ OVERALL - SUBTOTAL 1,468.75 LESS ANCHOR DEDUCTIONS GRAU 350 3 @ 50.00' _ -150.00 _ . -- - AT-1 0 @ 6.25' _ -0.00 CAT-1 3 @ 6.25' _ -18.75 B-77 0 @ 18.75' _ -0.00 B-83 0 @ 25.00' _ -0.00 - - - - - _ _ _ - _ _ TERM. END SEC. * NO DEDUCTIONS TOTAL 1,300 SAY 1,325 TOTAL 3 3 ADDITIONAL GUARDRAIL POSTS 3 LINE -Y3- -Y3- LINE -Y4- 72" CHAIN LINK FENCE RESET STATION STATION LOCATION RESET LENGTH 14+60 16+98 RT 215 63 + 61 66 + 65 LT 336 66 + 67 70 + 50 RT 460 73 + 91 75 + 45 RT 180 TOTAL 1191 SAY 1195 36" CHAIN LINK FENCE RESET STATION STATION LOCATION RESET LENGTH 18+76 20+53 LT 207 21+23 23+44 LT 246 TOTAL 453 SAY 455 WOOD FENCE RESET STATION STATION LOCATION RESET LENGTH 13+71 i 13+72 LT 12 TOTAL 12 SAY 15 LINE -Y1- LINE -L- -L- LINE -Y3- -Y3- STATI O N 63 + 30 70+50 STATI ON 20+53 20+99 72" CHAIN LINK FENCE STATION LOCATION LENGTH 63 + 61 LT 49 70 + 64 RT 23 TOTAL 72 SAY 80 36" CHAIN LINK FENCE STATION LOCATION LENGTH 20+76 LT 23 21 + 33 LT 24 VINYL FENCE RESET STATION STATION LOCATION RESET LENGTH 14+11 14+63 LT 59 TOTAL 59 SAY 60 TOTAL 47 SAY 50 LINE -L- 4" POST EA. 5 3 Q � 4" POST EA. 3 3 Q � 5 POST EA. 4 5 Q � 5 POST EA. 5 4 � � 3 STRAND BARBED WIRE FENCE RESET STATION STATION LOCATION RESET LENGTH bl + 08 61 + 25 RT 80 TOTAL 80 SAY 85 LINE -L- PROJECT REFERENCE NO U -53/7 ROADWAY DESIGN ENGINEER SHEET NO. 3B PAVEMENT DESIGN ENGINEER ��IELI�I�T�I�� 1L��T� �� v�°� �� v�°��BLp�°�d��v REMOVAL OF EXISTING ASPHALT PAVEMENT LINE STATION TO STATION LOCATION SQ. YDS. -L- 10 + 24 TO 14 + 04 RT 1394.1 -L- 64 + 16 TO 83 + 98 LT 4148.4 -L- 87 + 09 TO 91 + 05 RT 1183.3 -L- 89 + 87 TO 90 + 34 LT 8.1 -L- 91 + 31 TO 103 + 91 MI D 1315.2 -L- 93 + 04 TO 93 + 35 LT 4.1 -L- 104 + 29 TO 105 + 16 LT 1.6 -L- 105+40 TO 110+28 MID 1229.9 -L- 107 + 30 TO 107 + 59 LT 5.9 -L- 112 + 84 TO 113 + 47 LT 4.3 -Y3- 18 + 53 TO 20 + 75 MI D 564.3 -Y3- 20 + 70 TO 21 + Ol LT 7.9 -Y3- 23 + 45 TO 24 + 67 LT 12.4 -Y5- 11 + 41 TO 11 + 63 MI D 1.4 TOTAL 9880.9 SAY 9890 WOVEN WIRE FENCE RESET STATION STATION , LOCATION RESET LENGTH 72 + 55 72 + 62 RT 17 TOTAL 17 SAY 20 c � � � � � 0 0 N N N 0 � � � � � c 0 � � 0 � � � � � z � 0 0 N N � 0 � 0 3 0 0 � � � Q � � � 0 N \ \ � � � � � � � � � � � � 1i J� � � � \l � � � \� �� V �� J_4 �� V V A .1A.. �� PARCEL NO. SHEET NO. PROPERTY OWNER NAME DEED BOOK 1 4 JAMES R. PHILLIGIN, SR. DB 1654 PG 207 2 4 EDWARD R. CRIDDLE DB 8814 PG 139 GALE Y. CRIDDLE 3 4 �• EMERY SMITH JR. DB 1422 PG 47 BETTY R. SMITH 4 4 TOWN OF FUQUAY VARINA DB 13344 PG 2488 5 4 DANIEL STEWART PATTERSON DB 10644 PG 2221 HEATHER MICHELLE PATTERSON 6 4 THOMAS R., ASHWORTH HEIRS DB 5523 PG 312 � 4 EDWARD F. AULT DB 8606 PG 891 TAMMY M. AU LT 8 4 ZOLADZ CONSTRUCTION COMPANY INC. DB 14878 PG 1724 9 5,14 �OSE D PERAZA-ARCE DB 12693 PG 881 AN D MARI LYN PE RAZA ARC E 10 5,14 CANDICE, CURRIN DB 7277 PG 457 TALYLOR 11 5 COLON W. HOBBY DB 15423 PG 786 AND ROGER L. DAVENPORT 12 5 GOLDIE POWELL DB 1488 PG 614 13 5 ��ES W. POWELL DB 1677 PG 379 AND GOLDIE POWELL 14 5 COLLIN W. HOBBY DB 15423 PG 786 ROGER L. DAVENPORT 15 5 NAOMI P. TEW DB 4108 PG 354 16 5 TUAM LAM AND DB 16208 PG 2364 APRIL CRAIN 17 5 225 COLEY FARM ROAD, LLC DB 11633 PG 1906 18 5 LUNETTE VAUGHAN HEIRS BM1989 PG626 19 5 TROY ROGER POWELL, JR. DB 13745 PG 157 20 5 TED ROSS WHEELER DB 8413 PG 2436 21 5 JAMES PATRICK GATES DB 12836 PG 204 22 5 GABRIEL MARTINEZ AND DB 7994 PG 342 GLORIA MARTINEZ 23 5 .10HN D SMITH AND DB 3489 PG 967 BETTY SMITH 24 5,6,7,14 CURRIN HEIRS LLC DB 13475 PG 951 25 5,14,15 MICHAEL J. DESCOUROUEZ DB 14406 PG 2526 26 5 NANCY K. NELSON DB 2747 PG 00-E PARCEL NO. SHEET NO. PROPERTY OWNER NAME DEED BOOK 27 5,6 GCPS GROUP, LLC DB 15282 PG 1995 28 6,7,8,16 VAUGHAN FARMS DB 8766 PG 2398 LIMITED PARTNERSHIP 29 7,8,9 �UNETTE S. VAUGHAN AND DB 15062 PG 1200 RUPERT L VAUGHAN JR. 30 9 TOBACCO GROWERS DB 2340 PG 102 SERVICES INC. 31 9 LUNETTE S. VAUGHAN DB 12870 PG 1910 32 16 LUNETTE S. VAUGHAN DB 9279 PG 2362 33 16 LUNETTE S. VAUGHAN BM1989 PG626 34 16 LUNETTE S. VAUGHAN DB 9279 PG 2362 35 16 R. L. VAUGHN JR. DB 12236 PG 2209 36 16 LUNETTE S. VAUGHAN DB 15459 PG 2271 37 16 LUNETTE S. VAUGHAN DB 13744 PG 366 38 9,10,11,16 TOBACCO GROWERS DB 3383 PG 37 SERVICES INC. 39 11 EDMUND M. DB 8572 PG 2069 SICKINGER JR. 40 11 SANDY SPRINGS COMMUNITY ASSOCIATION INC. 41 11 CAROLINA TELEPHONE AND DB 13034 PG 2232 TELEGRAPH COMPANY LLC 42 11 43 11 WAKE COUNTY HOUSING AUTHORITY DB 3053 PG 727 44 11 STAN JOHNSON & DB 8389 PG 366 ASSOCIATES LLC 45 11 STAN JOHNSON & DB 8389 PG 366 ASSOCIATES LLC 46 11,12 CHARCO LLC REAL ESTATE DB 14354 PG 1020 INVESTMENT CORP. 47 11 SANDY SPRINGS COMMUNITY DB 6670 PG 350 ASSOCIATION INC. 48 12,13 BROOKFIELD PROPERTIES, LLC DB 8127 PG 355 49 4 PHILLIP W. HOWARD DB 10825 PG 1401 50 4,15 WAKE COUNTY BOARD OF EDUCATION DB 13625 PG 1724 51 4,15 TOBACCO GROWERS SERVICES, INC. DB 1789 PG 698 52 14 COLIN EDWARDS JR. AND DB 3509 PG 523 PATRICIA J. EDWARDS COMPUTED BY: BTV DATE: 5-10-17 PROJECT N0. SHEET N0. �HE�KEo BY: oATE: NOR'T'H CAROLINA DEPAR'T'MEN'T' OF 'T'RANSPOR'T'A'T'ION 12622006 3D-1 DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIS'T OF PIPES' END WALLS' ETC. FOR PIPES' 48 INCHES' � UNDER � N N N d' N � ABBREVIATIONS QUANTITIES W Q � r� o� N o N o� o ~ F Z o � �� N�, N do, N� o� C.A.A. CORRUGATED ALUMINIUM ALLOY � FOR DRAINAGE W p o � o0 o M N o0 W w �-� � d' p �� o d' p � r� C.B. CATCH BASIN m � STRUCTURES v�� oo N N N�� 00 � o�o ❑ oo � � o p � � V c� � ~ � v� � � F C.S. CORRUGATED STEEL � � FRAME, z z w o� o 0 0 o cn o� o 00 � � LINE 8� � Drainage Pipe R. C. PIPE R. C. PIPE � O � � �� w� F� � u� _ Z C. S. PIPE � y N � GRATES, v� c~i� � co 00 °° °° � w� W� cn � W p�, v p � D.I. DROP INLET STATION (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV . a� � w F �,n a F � w ,; � � N NOTE: AND HOOD ~ � o�� a W~ W� W Q � � G.D.I. GRATED DROP INLET � M� o F F� �� a � o w cn = oo W a W TOTAL LIN. FT. O � y � y (� a � H a a � � � - �- � v� o= o Q FOR PAY � d' _� 00 ��_�� C9 a�� N O°° m ' � m w H.D.P.E. HIGH DENSITY POLYETHYLENE J� H N O U N � � m W ' � a � N o W Z QUANTITY � STD. 840.03 � o a�� O O O�� N t9 c•, �`�' M N o�� °- a �, j a � ❑ a c N � p o � ti � � ?� � � � � � � � � � � O O p J a J.B. JUNCTION BOX � O � p w � � SHALL BE � � ap d' fA � � � � � fn H F � � fn z o O V � A+(1.3 X B) � � O�. � � o C G W W � � W W � � � O ~ W � � C) w w M.H. MANHOLE o w w p oo m m O SIZE � Z Z p W� v�i o � � c~i) Q��°�° °�° °�° Q a a a�� Q Q� p> V t� G m �= Q m N.S. NARROW SLOT O O w 15 18 24 30 36 42 48 15 18 24 30 36 42 15 18 24 30 36 42 48 54 15 18 24 30 36 42 48 �n Z � cn cn a �� a a�� p �� Z F F � W o� W A B w � � O � LL ii, �� C9 C9 C9 C9 � J J � P.V.C. POLYVINYL CHLORIDE O Q Q � a a a c� � z � � � am �� W u. i,,. u. � cn cn v z z z z �'�" p � O z � � > > c� � �n o> �� o o�, � o 0 0 �n �n �n �� o�� - � a a w w � � o v a a C� C9 � d' � Z�� Z� > R.C. REINFORCED CONCRETE a w � � x a. o �� r z a m o � � a a a a M� w w w o � � } o � N a m __ a a � � o a o 0 0 0 0 W w w � w w w w � ir� � c N � O � a �'+' "" ��"- "- � � d' W w w w w m • m m m m m� W m w w � T.B.D.I. TRAFFIC BEARING DROP INLET � F � � cn cn cn cn z � GRATE � oo w� W w w w � F oo - � � � � � w THICKNESS W � � > > > > > � � � � � � o > > p ao 0 0 �� 0° � a a a�� cn cn cn cn y � F� F� v � w w w w w o� a � � � T.B.J.B. TRAFFIC BEARING JUNCTION BOX co co co r� r� o y W TYPE 0= w �� w� � t) t) F � �� m� w w w w�� vi vi vi vi vi Z Z W OR GAUGE a w w � �� o 0 0 0 0 � a = = z> p o � o Q �� z z z z o �� p O W.S. WIDE S�OT � O z z ? z z z z � � � a m c~i� c~i� � z v c~i� �___________ cn ' v� u.. >>>>>> Ci C� Ci C� Ci � � O O a � _ _ o w z z z z z��_ o W u. t� t� a °� o � o 0 0 0 0 � � a _ m a o__ o 0 0 0 o c o 0 0 0 o m m=_ ---- �'L ~ FT. FT. FT. % � � � � CY CY CY EACH LIN. FT. LIN. FT. m � V O U � ❑ C9 U' C9 U' C9 U' C9 U' C9 U' C9 � H � � � V � V Q Q � � N M M � d cj E F G cY cY cY �iN. FT. REMARKS L 12+57 38 RT 0401 387.9 1 1 1 0401 0424 383.6 383.0 32 L 12+25 38 RT 0402 387.9 1 1 1 0402 0401 384.9 384.5 28 L 13+50 38 RT 0403 388.8 1 1 1 0403 0401 384.5 383.6 88 L 14+78 39 RT 0404 390.8 1 1 1 0404 0403 387.5 385.5 128 L14+78 39 LT 0406 391.2 1 1 1 0406 0404 387.9 387.5 76 L15+28 39 LT 0408 391.7 1 1 1 0408 0406 388.7 388.2 48 L 12+57 5 RT 0409 389.2 1 1 1 0409 0401 385.8 384.6 32 L 12+25 5 RT 0410 389.2 1 1 1 0410 0409 386.0 385.8 28 L 11 +50 5 RT 0411 389.8 1 1 1 0411 0410 386.6 386.0 72 Y115+15 36 LT 0412 393.5 1 1 1 0412 0422 389.7 385.9 1.0 208 L 13+50 1 RT 0413 389.2 1 1 1 0413 0403 385.3 384.5 36 0414 0413 387.5 385.3 60 0415 0416 393.0 392.2 0.9 28 Y114+10 43 LT 0419 395.9 0.5526 0419 0420 393.6 390.5 0.9 64 Y114+75 36 LT 0420 394.2 1 1 1 0420 0412 390.5 389.7 1.0 40 Y117+25 33 LT 0422 389.6 1 1 1 0422 0423 385.9 382.5 1.0 40 0501 0502 394.5 394.0 28 No Chains 19+25 39 LT 0502 398.7 1 1 1 1 0502 0503 394.0 393.0 80 No Chains 19+50 39 RT 0503 398.9 1 0.9 1 1 1 0503 0504 393.0 391.6 28 L 23+00 39 RT 0505 396.1 1 1 1 0505 0506 393.1 392.8 32 L 22+65 39 RT 0506 396.4 1 1 1 0506 0509 392.6 391.2 216 L 22+65 7 LT 0507 398.5 1 1 1 0507 0506 394.1 392.6 44 L 22+05 7 LT 0508 399.0 1 1 1 0508 0507 395.8 394.3 60 No Chains 20+45 39 RT 0509 398.8 1 2.6 1 1 1 0509 0511 391.2 391.0 28 0510 3.400 0510 0509 392.0 391.2 112 No Chains 20+45 68 RT 0511 394.5 1 1 1 L 23+25 7 LT 0512 398.0 1 1 1 0512 0507 394.9 394.3 60 SHEET TOTALS 28 40 32 328 604 524 140 3.400 22 3.5 11 1 7 3 8 8 3 3 3 0.5526 COMPUTED BY: BTV DATE: 5-10-17 PROJECT N0. SHEET N0. �HE�KEo BY: oATE: NOR'T'H CAROLINA DEPAR'T'MEN'T' OF 'T'RANSPOR'T'A'T'ION 12622006 3D-2 DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIS'T OF PIPES' END WALLS' ETC. FOR PIPES' 48 INCHES' � UNDER � N N N d' N � ABBREVIATIONS QUANTITIES W Q � r� o� N o N o� o ~ F Z o � �� N�, N do, N� o� C.A.A. CORRUGATED ALUMINIUM ALLOY � FOR DRAINAGE W p o � o0 o M N o0 W w �-� � d' p �� o d' p � r� C.B. CATCH BASIN m � STRUCTURES v�� oo N N N�� 00 � o�o ❑ oo � � o p � � V c� � ~ � v� � � F C.S. CORRUGATED STEEL � � FRAME, z z w o� o 0 0 o cn o� o 00 � � LINE 8� � Drainage Pipe R. C. PIPE R. C. PIPE � O � � �� w� F� � u� _ Z C. S. PIPE � y N � GRATES, v� c~i� � co 00 °° °° � w� W� cn � W p�, v p � D.I. DROP INLET STATION (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV . a� � w F �,n a F � w ,; � � N NOTE: AND HOOD ~ � o�� a W~ W� W Q � � G.D.I. GRATED DROP INLET � M� o F F� �� a � o w cn = oo W a W TOTAL LIN. FT. O � y � y (� a � H a a � � � - �- � v� o= o Q FOR PAY � d' _� 00 ��_�� C9 a�� N O°° m ' � m w H.D.P.E. HIGH DENSITY POLYETHYLENE J� H N O U N � � m W ' � a � N o W Z QUANTITY � STD. 840.03 � o a�� O O O�� N t9 c•, �`�' M N o�� °- a �, j a � ❑ a c N � p o � ti � � ?� � � � � � � � � � � O O p J a J.B. JUNCTION BOX � O � p w � � SHALL BE � � ap d' fA � � � � � fn H F � � fn z o O V � A+(1.3 X B) � � O�. � � o C G W W � � W W � � � O ~ W � � C) w w M.H. MANHOLE o w w p oo m m O SIZE � Z Z p W� v�i o � � c~i) Q��°�° °�° °�° Q a a a�� Q Q� p> V t� G m �= Q m N.S. NARROW SLOT O O w 15 18 24 30 36 42 48 15 18 24 30 36 42 15 18 24 30 36 42 48 54 15 18 24 30 36 42 48 �n Z � cn cn a �� a a�� p �� Z F F � W o� W A B w � � O � LL ii, �� C9 C9 C9 C9 � J J � P.V.C. POLYVINYL CHLORIDE O Q Q � a a a c� � z � � � am �� W u. i,,. u. � cn cn v z z z z �'�" p � O z � � > > c� � �n o> �� o o�, � o 0 0 �n �n �n �� o�� - � a a w w � � o v a a C� C9 � d' � Z�� Z� > R.C. REINFORCED CONCRETE a w � � x a. o �� r z a m o � � a a a a M� w w w o � � } o � N a m __ a a � � o a o 0 0 0 0 W w w � w w w w � ir� � c N � O � a �'+' "" ��"- "- � � d' W w w w w m • m m m m m� W m w w � T.B.D.I. TRAFFIC BEARING DROP INLET � F � � cn cn cn cn z � GRATE � oo w� W w w w � F oo - � � � � � w THICKNESS W � � > > > > > � � � � � � o > > p ao 0 0 �� 0° � a a a�� cn cn cn cn y � F� F� v � w w w w w o� a � � � T.B.J.B. TRAFFIC BEARING JUNCTION BOX co co co r� r� o y W TYPE 0= w �� w� � t) t) F � �� m� w w w w�� vi vi vi vi vi Z Z W OR GAUGE a w w � �� o 0 0 0 0 � a = = z> p o � o Q �� z z z z o �� p O W.S. WIDE S�OT � O z z ? z z z z � � � a m c~i� c~i� � z v c~i� �___________ cn ' v� u.. >>>>>> Ci C� Ci C� Ci � � O O a � _ _ o w z z z z z��_ o W u. t� t� a °� o � o 0 0 0 0 � � a _ m a o__ o 0 0 0 o c o 0 0 0 o m m=_ ---- �'L ~ FT. FT. FT. % � � � � CY CY CY EACH LIN. FT. LIN. FT. m � V O U � ❑ C9 U' C9 U' C9 U' C9 U' C9 U' C9 � H � � � V � V Q Q � � N M M � d cj E F G cY cY cY �iN. FT. REMARKS Y213+50 22 LT 0513 405.7 1 1 0513 0516 402.3 400.8 32 0515 0517 396.5 394.4 88 L 24+60 5 RT 0517 397.8 1 1 1 0517 0518 394.4 393.0 32 L 24+60 39 RT 0518 396.3 1 1 1 0518 0521 393.0 391.5 76 No Chains 28+75 39 RT 0519 404.3 1 1 1 L 25+00 39 RT 0520 396.7 1 1 1 0520 0518 393.7 393.3 36 No Chains 25+00 5 RT 0522 398.3 1 1 1 0522 0517 395.1 394.6 40 No Chains 28+75 39 LT 0524 404.3 1 1 1 0524 0519 400.7 400.0 76 No Chains 28+27 39 LT 0525 404.2 1 1 1 0525 0524 401.2 400.7 48 L 18+50 39 LT 0531 397.6 1 1 1 0531 0502 394.6 394.0 72 L 18+50 39 RT 0532 397.6 1 1 1 0532 0503 394.6 393.8 100 0533 0534 395.5 390.1 0.3 156 Y216+50 18 RT 0534 393.9 1 1 1 0534 0535 390.1 389.8 0.4 28 L 21 +55 7 LT 0536 399.4 1 1 1 0536 0508 396.2 395.8 48 L 21 +05 7 LT 0537 399.7 1 1 1 0537 0536 396.6 396.2 48 L 20+40 7 LT 0538 400.0 1 1 1 0538 0539 396.8 396.7 32 L 20+75 7 LT 0539 399.8 1 1 1 0539 0537 396.7 396.6 28 L 31 +00 39 RT 0601 406.5 1 0.8 1 1 0601 0519 400.8 399.3 224 L 31 +00 39 LT 0602 406.5 1 1 1 0602 0601 401.5 400.8 76 L 35+56 88 LT 0603 408.3 1 1 1 0603 0604 405.4 405.2 20 L 35+35 83 LT 0604 408.3 1 1 1 0604 0605 405.2 403.5 168 L 33+68 39 LT 0605 409.2 1 0.7 1 1 0605 0602 403.5 401.5 268 L 33+68 5 LT 0606 410.2 1 1 1 L 34+17 5 LT 0607 410.6 1 1 1 L 34+66 5 LT 0608 411.0 1 1 1 L 36+70 7 RT 0609 413.6 1 1 1 0609 0610 410.4 410.2 28 L 37+00 7 RT 0610 414.1 1 1 1 0610 0611 410.2 409.5 68 L 37+70 7 RT 0611 415.5 1 5.0 0.3 1 1 0611 0615 405.2 405.0 44 SHEET TOTALS 32 44 736 540 484 26 6.5 0.3 13 1 6 6 1 12 12 COMPUTED BY: BTV DATE: 5-10-17 PROJECT N0. SHEET N0. �HE�KEo BY: oATE: NOR'T'H CAROLINA DEPAR'T'MEN'T' OF 'T'RANSPOR'T'A'T'ION 12622006 3D-3 DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIS'T OF PIPES' END WALLS' ETC. FOR PIPES' 48 INCHES' � UNDER � N N N d' N � ABBREVIATIONS QUANTITIES W Q � r� o� N o N o� o ~ F Z o � �� N�, N do, N� o� C.A.A. CORRUGATED ALUMINIUM ALLOY � FOR DRAINAGE W p o � o0 o M N o0 W w �-� � d' p �� o d' p � r� C.B. CATCH BASIN m � STRUCTURES v�� oo N N N�� 00 � o�o ❑ oo � � o p � � V c� � ~ � v� � � F C.S. CORRUGATED STEEL � � FRAME, z z w o� o 0 0 o cn o� o 00 � � LINE 8� � Drainage Pipe R. C. PIPE R. C. PIPE � O � � �� w� F� � u� _ Z C. S. PIPE � y N � GRATES, v� c~i� � co 00 °° °° � w� W� cn � W p�, v p � D.I. DROP INLET STATION (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV . a� � w F �,n a F � w ,; � � N NOTE: AND HOOD ~ � o�� a W~ W� W Q � � G.D.I. GRATED DROP INLET � M� o F F� �� a � o w cn = oo W a W TOTAL LIN. FT. O � y � y (� a � H a a � � � - �- � v� o= o Q FOR PAY � d' _� 00 ��_�� C9 a�� N O°° m ' � m w H.D.P.E. HIGH DENSITY POLYETHYLENE J� H N O U N � � m W ' � a � N o W Z QUANTITY � STD. 840.03 � o a�� O O O�� N t9 c•, �`�' M N o�� °- a �, j a � ❑ a c N � p o � ti � � ?� � � � � � � � � � � O O p J a J.B. JUNCTION BOX � O � p w � � SHALL BE � � ap d' fA � � � � � fn H F � � fn z o O V � A+(1.3 X B) � � O�. � � o C G W W � � W W � � � O ~ W � � C) w w M.H. MANHOLE o w w p oo m m O SIZE � Z Z p W� v�i o � � c~i) Q��°�° °�° °�° Q a a a�� Q Q� p> V t� G m �= Q m N.S. NARROW SLOT O O w 15 18 24 30 36 42 48 15 18 24 30 36 42 15 18 24 30 36 42 48 54 15 18 24 30 36 42 48 �n Z � cn cn a �� a a�� p �� Z F F � W o� W A B w � � O � LL ii, �� C9 C9 C9 C9 � J J � P.V.C. POLYVINYL CHLORIDE O Q Q � a a a c� � z � � � am �� W u. i,,. u. � cn cn v z z z z �'�" p � O z � � > > c� � �n o> �� o o�, � o 0 0 �n �n �n �� o�� - � a a w w � � o v a a C� C9 � d' � Z�� Z� > R.C. REINFORCED CONCRETE a w � � x a. o �� r z a m o � � a a a a M� w w w o � � } o � N a m __ a a � � o a o 0 0 0 0 W w w � w w w w � ir� � c N � O � a �'+' "" ��"- "- � � d' W w w w w m • m m m m m� W m w w � T.B.D.I. TRAFFIC BEARING DROP INLET � F � � cn cn cn cn z � GRATE � oo w� W w w w � F oo - � � � � � w THICKNESS W � � > > > > > � � � � � � o > > p ao 0 0 �� 0° � a a a�� cn cn cn cn y � F� F� v � w w w w w o� a � � � T.B.J.B. TRAFFIC BEARING JUNCTION BOX co co co r� r� o y W TYPE 0= w �� w� � t) t) F � �� m� w w w w�� vi vi vi vi vi Z Z W OR GAUGE a w w � �� o 0 0 0 0 � a = = z> p o � o Q �� z z z z o �� p O W.S. WIDE S�OT � O z z ? z z z z � � � a m c~i� c~i� � z v c~i� �___________ cn ' v� u.. >>>>>> Ci C� Ci C� Ci � � O O a � _ _ o w z z z z z��_ o W u. t� t� a °� o � o 0 0 0 0 � � a _ m a o__ o 0 0 0 o c o 0 0 0 o m m=_ ---- �'L ~ FT. FT. FT. % � � � � CY CY CY EACH LIN. FT. LIN. FT. m � V O U � ❑ C9 U' C9 U' C9 U' C9 U' C9 U' C9 � H � � � V � V Q Q � � N M M � d cj E F G cY cY cY �iN. FT. REMARKS L 40+00 7 RT 0612 421.4 1 1 1 0612 0614 418.4 416.6 44 L 38+50 7 RT 0613 417.6 1 1 1 0613 0611 414.4 412.3 80 L 40+00 39 LT 0614 419.6 1 1 1 0614 0615 416.3 410.2 0.5 220 L 37+70 39 LT 0615 413.4 1 3.4 1 1 0615 0617 405.0 404.8 32 0616 5.000 0616 0611 405.5 405.2 60 Y310+90 12 LT 0618 415.7 1 1 1 0618 0620 410.8 410.5 0.9 28 Y3 11 +50 12 LT 0619 417.9 1 1 1 0619 0618 414.9 412.7 60 0621 0618 411.3 410.8 0.7 52 L 52+00 39 RT 0701 437.8 1 1 1 0701 0702 434.5 433.2 192 L 50+00 39 RT 0702 436.4 1 1 1 0702 0705 432.6 432.5 64 L 47+56 39 RT 0703 434.6 1 1 1 0703 0705 431.2 430.3 176 L 47+07 39 RT 0704 434.4 1 1 1 0704 0703 431.4 431.2 48 L 49+35 39 RT 0705 436.6 1 1.2 1 1 0705 0706 430.3 430.2 32 L 52+00 7 LT 0707 439.8 1 1 1 0707 0701 436.4 434.5 44 L 50+50 7 LT 0708 438.3 1 1 1 0708 0710 435.3 434.8 48 L 49+35 7 LT 0709 437.1 1 1 1 0709 0705 433.4 433.0 44 L 50+00 7 LT 0710 437.8 1 1 1 0710 0718 434.8 434.5 36 L 49+03 7 LT 0711 436.8 1 1 1 0711 0709 433.8 433.7 32 L 46+00 39 LT 0712 432.2 1 1 1 0712 0713 429.2 424.6 196 L 44+00 39 LT 0713 427.6 1 1 1 0713 0717 424.3 420.5 192 L 44+00 7 RT 0714 429.4 1 1 1 0714 0713 426.4 424.6 44 L 44+50 7 RT 0715 430.4 1 1 1 0715 0714 427.4 426.4 48 L 42+00 7 RT 0716 425.6 1 1 1 0716 0717 422.6 420.8 44 L 42+00 39 LT 0717 423.8 1 1 1 0717 0614 420.5 416.3 192 L 49+65 7 LT 0718 437.5 1 1 1 0718 0709 434.5 434.1 28 L 54+15 7 LT 0801 441.8 1 1 1 SHEET TOTALS 32 92 920 928 64 5.000 24 4.6 23 23 1 1 COMPUTED BY: BTV DATE: 5-10-17 PROJECT N0. SHEET N0. �HE�KEo BY: oATE: NOR'T'H CAROLINA DEPAR'T'MEN'T' OF 'T'RANSPOR'T'A'T'ION 12622006 3D-4 DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIS'T OF PIPES' END WALLS' ETC. FOR PIPES' 48 INCHES' � UNDER � N N N d' N � ABBREVIATIONS QUANTITIES W Q � r� o� N o N o� o ~ F Z o � �� N�, N do, N� o� C.A.A. CORRUGATED ALUMINIUM ALLOY � FOR DRAINAGE W p o � o0 o M N o0 W w �-� � d' p �� o d' p � r� C.B. CATCH BASIN m � STRUCTURES v�� oo N N N�� 00 � o�o ❑ oo � � o p � � V c� � ~ � v� � � F C.S. CORRUGATED STEEL � � FRAME, z z w o� o 0 0 o cn o� o 00 � � LINE 8� � Drainage Pipe R. C. PIPE R. C. PIPE � O � � �� w� F� � u� _ Z C. S. PIPE � y N � GRATES, v� c~i� � co 00 °° °° � w� W� cn � W p�, v p � D.I. DROP INLET STATION (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV . a� � w F �,n a F � w ,; � � N NOTE: AND HOOD ~ � o�� a W~ W� W Q � � G.D.I. GRATED DROP INLET � M� o F F� �� a � o w cn = oo W a W TOTAL LIN. FT. O � y � y (� a � H a a � � � - �- � v� o= o Q FOR PAY � d' _� 00 ��_�� C9 a�� N O°° m ' � m w H.D.P.E. HIGH DENSITY POLYETHYLENE J� H N O U N � � m W ' � a � N o W Z QUANTITY � STD. 840.03 � o a�� O O O�� N t9 c•, �`�' M N o�� °- a �, j a � ❑ a c N � p o � ti � � ?� � � � � � � � � � � O O p J a J.B. JUNCTION BOX � O � p w � � SHALL BE � � ap d' fA � � � � � fn H F � � fn z o O V � A+(1.3 X B) � � O�. � � o C G W W � � W W � � � O ~ W � � C) w w M.H. MANHOLE o w w p oo m m O SIZE � Z Z p W� v�i o � � c~i) Q��°�° °�° °�° Q a a a�� Q Q� p> V t� G m �= Q m N.S. NARROW SLOT O O w 15 18 24 30 36 42 48 15 18 24 30 36 42 15 18 24 30 36 42 48 54 15 18 24 30 36 42 48 �n Z � cn cn a �� a a�� p �� Z F F � W o� W A B w � � O � LL ii, �� C9 C9 C9 C9 � J J � P.V.C. POLYVINYL CHLORIDE O Q Q � a a a c� � z � � � am �� W u. i,,. u. � cn cn v z z z z �'�" p � O z � � > > c� � �n o> �� o o�, � o 0 0 �n �n �n �� o�� - � a a w w � � o v a a C� C9 � d' � Z�� Z� > R.C. REINFORCED CONCRETE a w � � x a. o �� r z a m o � � a a a a M� w w w o � � } o � N a m __ a a � � o a o 0 0 0 0 W w w � w w w w � ir� � c N � O � a �'+' "" ��"- "- � � d' W w w w w m • m m m m m� W m w w � T.B.D.I. TRAFFIC BEARING DROP INLET � F � � cn cn cn cn z � GRATE � oo w� W w w w � F oo - � � � � � w THICKNESS W � � > > > > > � � � � � � o > > p ao 0 0 �� 0° � a a a�� cn cn cn cn y � F� F� v � w w w w w o� a � � � T.B.J.B. TRAFFIC BEARING JUNCTION BOX co co co r� r� o y W TYPE 0= w �� w� � t) t) F � �� m� w w w w�� vi vi vi vi vi Z Z W OR GAUGE a w w � �� o 0 0 0 0 � a = = z> p o � o Q �� z z z z o �� p O W.S. WIDE S�OT � O z z ? z z z z � � � a m c~i� c~i� � z v c~i� �___________ cn ' v� u.. >>>>>> Ci C� Ci C� Ci � � O O a � _ _ o w z z z z z��_ o W u. t� t� a °� o � o 0 0 0 0 � � a _ m a o__ o 0 0 0 o c o 0 0 0 o m m=_ ---- �'L ~ FT. FT. FT. % � � � � CY CY CY EACH LIN. FT. LIN. FT. m � V O U � ❑ C9 U' C9 U' C9 U' C9 U' C9 U' C9 � H � � � V � V Q Q � � N M M � d cj E F G cY cY cY �iN. FT. REMARKS 0801 0802 438.6 437.6 116 L 53+00 7 LT 0802 440.8 1 1 1 0802 0707 437.6 436.6 100 L 57+70 7 LT 0803 445.0 1 1 1 0803 0807 440.1 439.7 44 L 60+00 7 LT 0804 447.5 1 1.4 1 1 0804 0808 441.1 440.6 44 L 56+50 7 LT 0805 443.9 1 1 1 0805 0803 440.7 440.1 120 L 55+35 7 LT 0806 442.9 1 1 1 0806 0801 439.7 438.6 120 L 57+70 39 RT 0807 442.9 1 1 1 0807 0808 439.7 438.6 220 L 60+00 39 RT 0808 445.4 1 1.8 1 1 0808 0810 440.1 432.0 0.4 44 0809 0804 441.7 441.1 64 L 53+50 39 RT 0811 439.1 1 1 1 0811 0701 436.1 434.8 144 L 55+00 39 RT 0812 440.5 1 1 1 0812 0811 437.5 436.1 144 L 58+85 7 LT 0813 446.1 1 1 1 0813 0804 443.0 442.4 116 L 64+25 7 LT 0901 452.5 1 1 1 0901 0904 449.3 447.5 44 L 62+75 7 LT 0902 450.7 1 1 1 0902 0905 447.6 445.7 44 L 61 +50 7 LT 0903 449.3 1 1 1 0903 0804 446.1 444.3 152 L 64+25 39 RT 0904 450.5 1 1.2 1 1 0904 0918 444.2 442.0 72 L 62+75 39 RT 0905 448.7 1 1 1 0905 0904 445.7 444.2 144 L 70+50 39 RT 0906 449.0 1 1 1 0906 0917 445.7 444.0 32 L 68+00 87 RT 0907 451.4 1 1 1 0907 0908 448.4 447.2 156 L 69+50 43 RT 0908 450.2 1 1 1 0908 0906 447.2 446.0 100 L 70+50 5 RT 0909 449.9 1 1 1 0909 0906 446.7 446.0 32 L 73+00 39 RT 0910 447.3 1 1 1 0910 1003 444.0 440.8 248 L 70+50 51 LT 0911 448.7 1 1 1 0911 0912 445.7 444.3 248 L 73+00 39 LT 0912 447.3 1 1 1 0912 1008 444.3 441.1 248 0913 0918 446.6 441.5 116 0914 0920 445.6 445.3 60 L 63+25 7 LT 0915 451.3 1 1 1 0915 0902 448.1 447.6 48 SHEET TOTALS 44 72 2324 296 284 23 4.4 19 17 2 4 4 COMPUTED BY: BTV DATE: 5-10-17 PROJECT N0. SHEET N0. �HE�KEo BY: oATE: NOR'T'H CAROLINA DEPAR'T'MEN'T' OF 'T'RANSPOR'T'A'T'ION 12622006 3D-5 DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIS'T OF PIPES' END WALLS' ETC. FOR PIPES' 48 INCHES' � UNDER � N N N d' N � ABBREVIATIONS QUANTITIES W Q � r� o� N o N o� o ~ F Z o � �� N�, N do, N� o� C.A.A. CORRUGATED ALUMINIUM ALLOY � FOR DRAINAGE W p o � o0 o M N o0 W w �-� � d' p �� o d' p � r� C.B. CATCH BASIN m � STRUCTURES v�� oo N N N�� 00 � o�o ❑ oo � � o p � � V c� � ~ � v� � � F C.S. CORRUGATED STEEL � � FRAME, z z w o� o 0 0 o cn o� o 00 � � LINE 8� � Drainage Pipe R. C. PIPE R. C. PIPE � O � � �� w� F� � u� _ Z C. S. PIPE � y N � GRATES, v� c~i� � co 00 °° °° � w� W� cn � W p�, v p � D.I. DROP INLET STATION (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV . a� � w F �,n a F � w ,; � � N NOTE: AND HOOD ~ � o�� a W~ W� W Q � � G.D.I. GRATED DROP INLET � M� o F F� �� a � o w cn = oo W a W TOTAL LIN. FT. O � y � y (� a � H a a � � � - �- � v� o= o Q FOR PAY � d' _� 00 ��_�� C9 a�� N O°° m ' � m w H.D.P.E. HIGH DENSITY POLYETHYLENE J� H N O U N � � m W ' � a � N o W Z QUANTITY � STD. 840.03 � o a�� O O O�� N t9 c•, �`�' M N o�� °- a �, j a � ❑ a c N � p o � ti � � ?� � � � � � � � � � � O O p J a J.B. JUNCTION BOX � O � p w � � SHALL BE � � ap d' fA � � � � � fn H F � � fn z o O V � A+(1.3 X B) � � O�. � � o C G W W � � W W � � � O ~ W � � C) w w M.H. MANHOLE o w w p oo m m O SIZE � Z Z p W� v�i o � � c~i) Q��°�° °�° °�° Q a a a�� Q Q� p> V t� G m �= Q m N.S. NARROW SLOT O O w 15 18 24 30 36 42 48 15 18 24 30 36 42 15 18 24 30 36 42 48 54 15 18 24 30 36 42 48 �n Z � cn cn a �� a a�� p �� Z F F � W o� W A B w � � O � LL ii, �� C9 C9 C9 C9 � J J � P.V.C. POLYVINYL CHLORIDE O Q Q � a a a c� � z � � � am �� W u. i,,. u. � cn cn v z z z z �'�" p � O z � � > > c� � �n o> �� o o�, � o 0 0 �n �n �n �� o�� - � a a w w � � o v a a C� C9 � d' � Z�� Z� > R.C. REINFORCED CONCRETE a w � � x a. o �� r z a m o � � a a a a M� w w w o � � } o � N a m __ a a � � o a o 0 0 0 0 W w w � w w w w � ir� � c N � O � a �'+' "" ��"- "- � � d' W w w w w m • m m m m m� W m w w � T.B.D.I. TRAFFIC BEARING DROP INLET � F � � cn cn cn cn z � GRATE � oo w� W w w w � F oo - � � � � � w THICKNESS W � � > > > > > � � � � � � o > > p ao 0 0 �� 0° � a a a�� cn cn cn cn y � F� F� v � w w w w w o� a � � � T.B.J.B. TRAFFIC BEARING JUNCTION BOX co co co r� r� o y W TYPE 0= w �� w� � t) t) F � �� m� w w w w�� vi vi vi vi vi Z Z W OR GAUGE a w w � �� o 0 0 0 0 � a = = z> p o � o Q �� z z z z o �� p O W.S. WIDE S�OT � O z z ? z z z z � � � a m c~i� c~i� � z v c~i� �___________ cn ' v� u.. >>>>>> Ci C� Ci C� Ci � � O O a � _ _ o w z z z z z��_ o W u. t� t� a °� o � o 0 0 0 0 � � a _ m a o__ o 0 0 0 o c o 0 0 0 o m m=_ ---- �'L ~ FT. FT. FT. % � � � � CY CY CY EACH LIN. FT. LIN. FT. m � V O U � ❑ C9 U' C9 U' C9 U' C9 U' C9 U' C9 � H � � � V � V Q Q � � N M M � d cj E F G cY cY cY �iN. FT. REMARKS L 65+00 39 RT 0918 451.9 1 5.0 0.4 1 1 0918 0919 441.5 439.8 40 Y4 21 +00 7 LT 0920 453.6 1 3.3 1 1 0920 0924 445.3 445.0 56 Y4 22+50 7 LT 0921 451.7 1 1 1 0921 0923 448.3 448.0 52 Y4 22+70 7 LT 0922 451.6 1 1 1 0922 0921 448.4 448.3 20 L 64+50 7 LT 0925 452.7 1 1 1 0925 0901 449.6 449.3 24 L 77+30 39 LT 1001 441.8 1 1 1 1001 1009 437.6 437.5 32 L 78+00 39 LT 1002 441.8 1 1 1 1002 1007 438.8 438.5 36 L 75+50 39 RT 1003 444.1 1 1 1 1003 1004 440.8 438.2 180 L 77+30 39 RT 1004 441.8 1 1 1 1004 1001 438.1 437.6 76 L 77+65 39 RT 1005 441.8 1 1 1 1005 1004 438.5 438.2 32 L 78+00 39 RT 1006 441.8 1 1 1 1006 1005 438.8 438.5 32 L 77+65 39 LT 1007 441.8 1 1 1 1007 1001 438.5 438.2 36 L 75+50 39 LT 1008 444.1 1 1 1 1008 1001 440.8 438.2 180 L 83+00 39 RT 1010 441.6 1 1 1 1010 1012 438.6 438.2 44 L 84+00 39 RT 1011 441.7 1 1 1 1011 1102 438.0 437.0 200 L 83+45 39 RT 1012 441.5 1 1 1 1012 1011 438.2 438.0 56 L 82+35 39 LT 1015 442.0 1 1 1 1015 1020 437.0 435.7 28 L 84+00 39 LT 1016 441.7 1 1 1 1016 1017 438.4 438.0 52 L 83+45 39 LT 1017 441.5 1 1 1 1017 1015 438.0 437.0 108 1021 1004 439.8 438.6 24 L 86+00 39 RT 1102 443.0 1 1.1 1 1 1102 1101 437.0 436.7 32 L 84+55 4 LT 1103 443.0 1 1 1 1103 1104 439.8 439.1 32 L 84+55 39 LT 1104 442.0 1 1 1 1104 1016 439.1 438.7 52 L 90+30 39 LT 1105 443.4 1 0.2 1 1 1105 1111 438.2 437.0 112 L 89+67 65 LT 1106 442.0 1 1 1 1106 1107 438.8 438.5 48 L 90+17 68 LT 1107 441.9 1 1 1 SHEET TOTALS 84 32 40 724 572 132 25 9.6 0.4 18 4 5 9 7 7 COMPUTED BY: BTV DATE: 5-10-17 PROJECT N0. SHEET N0. �HE�KEo BY: oATE: NOR'T'H CAROLINA DEPAR'T'MEN'T' OF 'T'RANSPOR'T'A'T'ION 12622006 3D-6 DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIS'T OF PIPES' END WALLS' ETC. FOR PIPES' 48 INCHES' � UNDER � N N N d' N � ABBREVIATIONS QUANTITIES W Q � r� o� N o N o� o ~ F Z o � �� N�, N do, N� o� C.A.A. CORRUGATED ALUMINIUM ALLOY � FOR DRAINAGE W p o � o0 o M N o0 W w �-� � d' p �� o d' p � r� C.B. CATCH BASIN m � STRUCTURES v�� oo N N N�� 00 � o�o ❑ oo � � o p � � V c� � ~ � v� � � F C.S. CORRUGATED STEEL � � FRAME, z z w o� o 0 0 o cn o� o 00 � � LINE 8� � Drainage Pipe R. C. PIPE R. C. PIPE � O � � �� w� F� � u� _ Z C. S. PIPE � y N � GRATES, v� c~i� � co 00 °° °° � w� W� cn � W p�, v p � D.I. DROP INLET STATION (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV . a� � w F �,n a F � w ,; � � N NOTE: AND HOOD ~ � o�� a W~ W� W Q � � G.D.I. GRATED DROP INLET � M� o F F� �� a � o w cn = oo W a W TOTAL LIN. FT. O � y � y (� a � H a a � � � - �- � v� o= o Q FOR PAY � d' _� 00 ��_�� C9 a�� N O°° m ' � m w H.D.P.E. HIGH DENSITY POLYETHYLENE J� H N O U N � � m W ' � a � N o W Z QUANTITY � STD. 840.03 � o a�� O O O�� N t9 c•, �`�' M N o�� °- a �, j a � ❑ a c N � p o � ti � � ?� � � � � � � � � � � O O p J a J.B. JUNCTION BOX � O � p w � � SHALL BE � � ap d' fA � � � � � fn H F � � fn z o O V � A+(1.3 X B) � � O�. � � o C G W W � � W W � � � O ~ W � � C) w w M.H. MANHOLE o w w p oo m m O SIZE � Z Z p W� v�i o � � c~i) Q��°�° °�° °�° Q a a a�� Q Q� p> V t� G m �= Q m N.S. NARROW SLOT O O w 15 18 24 30 36 42 48 15 18 24 30 36 42 15 18 24 30 36 42 48 54 15 18 24 30 36 42 48 �n Z � cn cn a �� a a�� p �� Z F F � W o� W A B w � � O � LL ii, �� C9 C9 C9 C9 � J J � P.V.C. POLYVINYL CHLORIDE O Q Q � a a a c� � z � � � am �� W u. i,,. u. � cn cn v z z z z �'�" p � O z � � > > c� � �n o> �� o o�, � o 0 0 �n �n �n �� o�� - � a a w w � � o v a a C� C9 � d' � Z�� Z� > R.C. REINFORCED CONCRETE a w � � x a. o �� r z a m o � � a a a a M� w w w o � � } o � N a m __ a a � � o a o 0 0 0 0 W w w � w w w w � ir� � c N � O � a �'+' "" ��"- "- � � d' W w w w w m • m m m m m� W m w w � T.B.D.I. TRAFFIC BEARING DROP INLET � F � � cn cn cn cn z � GRATE � oo w� W w w w � F oo - � � � � � w THICKNESS W � � > > > > > � � � � � � o > > p ao 0 0 �� 0° � a a a�� cn cn cn cn y � F� F� v � w w w w w o� a � � � T.B.J.B. TRAFFIC BEARING JUNCTION BOX co co co r� r� o y W TYPE 0= w �� w� � t) t) F � �� m� w w w w�� vi vi vi vi vi Z Z W OR GAUGE a w w � �� o 0 0 0 0 � a = = z> p o � o Q �� z z z z o �� p O W.S. WIDE S�OT � O z z ? z z z z � � � a m c~i� c~i� � z v c~i� �___________ cn ' v� u.. >>>>>> Ci C� Ci C� Ci � � O O a � _ _ o w z z z z z��_ o W u. t� t� a °� o � o 0 0 0 0 � � a _ m a o__ o 0 0 0 o c o 0 0 0 o m m=_ ---- �'L ~ FT. FT. FT. % � � � � CY CY CY EACH LIN. FT. LIN. FT. m � V O U � ❑ C9 U' C9 U' C9 U' C9 U' C9 U' C9 � H � � � V � V Q Q � � N M M � d cj E F G cY cY cY �iN. FT. REMARKS 1107 1105 438.5 438.2 32 L 92+66 61 LT 1108 439.1 1 1 1 1108 1112 436.9 436.3 24 L 90+75 4 RT 1109 442.0 1 1 1 1109 1110 438.9 438.1 64 L 91 +41 2 LT 1110 441.1 1 1 1 1110 1111 437.9 437.0 36 L 91+41 39 LT 1111 441.5 1 1 1 1111 1112 437.0 436.0 124 L 92+67 39 LT 1112 440.0 1 1 1 1112 1113 436.0 435.8 0.3 24 L 92+91 39 LT 1113 439.8 1 1 1 1113 1114 435.8 435.2 0.3 148 L 94+40 39 LT 1114 441.4 1 1.2 1 1 1114 1115 435.2 435.0 0.4 28 L 94+40 7 LT 1116 441.1 1 1 1 1116 1114 438.1 437.8 32 L 90+50 5 RT 1117 442.3 1 1 1 1117 1109 439.2 438.9 24 L 94+92 7 LT 1118 441.3 1 1 1 1118 1116 438.3 438.1 52 L 95+40 7 LT 1119 441.8 1 1 1 1119 1118 438.8 438.3 48 L 96+50 7 LT 1202 442.8 1 1 1 1202 1201 439.5 435.6 64 L 97+50 9 LT 1203 444.0 1 1 1 1203 1202 440.8 439.5 100 L 98+06 11 LT 1204 444.7 1 1 1 1204 1203 441.5 440.8 56 L 98+56 11 LT 1205 445.4 1 1 1 1205 1204 442.1 441.5 48 L 99+56 44 LT 1206 446.5 1 1 1 1206 1209 443.2 442.9 32 L 100+06 44 LT 1207 446.9 1 1 1 1207 1206 443.9 443.5 48 L 102+00 44 LT 1208 450.3 1 1 1 1208 1207 447.3 443.9 192 L 99+56 12 LT 1209 446.8 1 1 1 1209 1205 442.9 442.1 100 Y7106+90 35 RT 1210 447.7 1 1 1 1210 1211 444.6 444.3 28 Y7106+90 7 RT 1211 448.2 1 1 1 1211 1212 444.3 444.0 32 Y7106+90 27 LT 1212 447.6 1 1 1 1212 1303 444.4 441.7 192 Y7108+85 31 RT 1302 445.6 1 1 1 1302 1303 442.5 441.9 56 Y7108+84 26 LT 1303 445.7 1 1 1 1303 1304 441.7 440.2 240 Y7 111 +25 24 LT 1304 443.7 1 1 1 SHEET TOTALS 56 28 576 1164 25 1.2 22 1 19 2 3 3 COMPUTED BY: BTV DATE: 5-10-17 PROJECT N0. SHEET N0. �HE�KEo BY: oATE: NOR'T'H CAROLINA DEPAR'T'MEN'T' OF 'T'RANSPOR'T'A'T'ION 12622006 3D-7 DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. See "Standard Specifications For Roads and Structures, Section 300-5". LIS'T OF PIPES' END WALLS' ETC. FOR PIPES' 48 INCHES' � UNDER � N N N d' N � ABBREVIATIONS QUANTITIES W Q � r� o� N o N o� o ~ F Z o � �� N�, N do, N� o� C.A.A. CORRUGATED ALUMINIUM ALLOY � FOR DRAINAGE W p o � o0 o M N o0 W w �-� � d' p �� o d' p � r� C.B. CATCH BASIN m � STRUCTURES v�� oo N N N�� 00 � o�o ❑ oo � � o p � � V c� � ~ � v� � � F C.S. CORRUGATED STEEL � � FRAME, z z w o� o 0 0 o cn o� o 00 � � LINE 8� � Drainage Pipe R. C. PIPE R. C. PIPE � O � � �� w� F� � u� _ Z C. S. PIPE � y N � GRATES, v� c~i� � co 00 °° °° � w� W� cn � W p�, v p � D.I. DROP INLET STATION (RCP, CSP, CAAP, HDPE, or PVC) CLASS III CLASS IV . a� � w F �,n a F � w ,; � � N NOTE: AND HOOD ~ � o�� a W~ W� W Q � � G.D.I. GRATED DROP INLET � M� o F F� �� a � o w cn = oo W a W TOTAL LIN. FT. O � y � y (� a � H a a � � � - �- � v� o= o Q FOR PAY � d' _� 00 ��_�� C9 a�� N O°° m ' � m w H.D.P.E. HIGH DENSITY POLYETHYLENE J� H N O U N � � m W ' � a � N o W Z QUANTITY � STD. 840.03 � o a�� O O O�� N t9 c•, �`�' M N o�� °- a �, j a � ❑ a c N � p o � ti � � ?� � � � � � � � � � � O O p J a J.B. JUNCTION BOX � O � p w � � SHALL BE � � ap d' fA � � � � � fn H F � � fn z o O V � A+(1.3 X B) � � O�. � � o C G W W � � W W � � � O ~ W � � C) w w M.H. MANHOLE o w w p oo m m O SIZE � Z Z p W� v�i o � � c~i) Q��°�° °�° °�° Q a a a�� Q Q� p> V t� G m �= Q m N.S. NARROW SLOT O O w 15 18 24 30 36 42 48 15 18 24 30 36 42 15 18 24 30 36 42 48 54 15 18 24 30 36 42 48 �n Z � cn cn a �� a a�� p �� Z F F � W o� W A B w � � O � LL ii, �� C9 C9 C9 C9 � J J � P.V.C. POLYVINYL CHLORIDE O Q Q � a a a c� � z � � � am �� W u. i,,. u. � cn cn v z z z z �'�" p � O z � � > > c� � �n o> �� o o�, � o 0 0 �n �n �n �� o�� - � a a w w � � o v a a C� C9 � d' � Z�� Z� > R.C. REINFORCED CONCRETE a w � � x a. o �� r z a m o � � a a a a M� w w w o � � } o � N a m __ a a � � o a o 0 0 0 0 W w w � w w w w � ir� � c N � O � a �'+' "" ��"- "- � � d' W w w w w m • m m m m m� W m w w � T.B.D.I. TRAFFIC BEARING DROP INLET � F � � cn cn cn cn z � GRATE � oo w� W w w w � F oo - � � � � � w THICKNESS W � � > > > > > � � � � � � o > > p ao 0 0 �� 0° � a a a�� cn cn cn cn y � F� F� v � w w w w w o� a � � � T.B.J.B. TRAFFIC BEARING JUNCTION BOX co co co r� r� o y W TYPE 0= w �� w� � t) t) F � �� m� w w w w�� vi vi vi vi vi Z Z W OR GAUGE a w w � �� o 0 0 0 0 � a = = z> p o � o Q �� z z z z o �� p O W.S. WIDE S�OT � O z z ? z z z z � � � a m c~i� c~i� � z v c~i� �___________ cn ' v� u.. >>>>>> Ci C� Ci C� Ci � � O O a � _ _ o w z z z z z��_ o W u. t� t� a °� o � o 0 0 0 0 � � a _ m a o__ o 0 0 0 o c o 0 0 0 o m m=_ ---- �'L ~ FT. FT. FT. % � � � � CY CY CY EACH LIN. FT. LIN. FT. m � V O U � ❑ C9 U' C9 U' C9 U' C9 U' C9 U' C9 � H � � � V � V Q Q � � N M M � d cj E F G cY cY cY �iN. FT. REMARKS 1304 1305 439.0 438.1 16 Y7 111 +41 17 LT 1305 443.9 1 1 Y3 24+00 12 LT 1501 430.7 1 1 1 1501 1508 427.7 421.8 288 Y3 24+00 24 LT 1502 430.7 1 1 1 1502 1501 428.3 427.7 12 Y3 24+42 27 LT 1503 430.7 1 1 1 1503 1502 428.5 428.3 40 Y3 21+10 27 LT 1506 424.3 1 1 1 1506 1508 422.1 421.8 16 Y3 21+10 12 LT 1508 424.8 1 1 1 1508 1513 421.6 420.9 72 Y319+15 12 LT 1509 424.5 1 1 1 1509 1514 419.7 419.0 0.4 72 Y319+15 25 LT 1510 423.2 1 1 1 1510 1509 420.5 420.3 12 Y319+50 26 LT 1511 423.0 1 1 1 1511 1510 420.8 420.5 32 Y3 20+37 12 LT 1513 424.1 1 1 1 1513 1509 420.9 419.7 120 Y318+43 12 LT 1514 424.6 1 0.6 1 1 1514 1516 419.0 418.0 32 Y318+43 25 LT 1515 421.0 1515 1514 419.5 419.0 0.3 16 Y315+00 12 LT 1517 421.4 1 1 1 1517 1518 418.4 417.7 24 Y416+35 14 LT 1602 462.7 1 1 1 1 1602 1601 458.5 458.3 40 1603 1602 461.1 458.5 56 L13+48 38 RT 0000 Y3 23+59 13 LT 0000 Y3 20+83 14 LT 0000 Y318+87 1 RT 0000 Y217+62 17 RT 0000 Y216+74 17 RT 0000 Y214+12 18 LT 0000 Y215+21 18 LT 0000 Y215+90 17 LT 0000 Y216+24 17 LT 0000 Y216+60 17 LT 0000 Y213+45 19 RT 0000 Y1 10+45 20 RT 0000 Y1 11+18 18 RT 0000 Y1 12+05 28 RT 0000 Y1 12+70 29 RT 0000 Y1 13+46 34 RT 0000 Y1 13+99 35 RT 0000 Y1 16+54 36 LT 0000 970 SHEET TOTALS 136 16 32 384 280 12 0.6 6 1 1 4 5 5 1 1 2 1 970 • - • • ' ��m■■■ ■■■■ ■■■ � � ■■mm � � ■■■■� � � ��■ � � ■■ � � � � � � _ �� m ■■ �■ � � � � ■■■■■■■■■■■■��■■■■■■■■■■■■- � • _ � � N Z � w � o, � O � 4 I O N � O � -� � c 0 � i � 0 � � � � � Z I � 0 N N � N O �, O � � O O � I J Q � � � O N \ \ � y�0oD5 SPECIAL LATERAL 'V' DITCH`�-, SEE DETAIL 2iSHEET 2K � �y00DS �E C � ---�� O � � O � ' � � �,r t_ V�■ _ , � � -L - Pl Sto 76+98.2/ o= r 25� �4° lRT l D = 0° 38' 11.8" L = 224.16' T = 112.09' R = 9,000.00' 15" RCP-IV SPECIAL BACK OF CURB CUT DITCH SEE DETAIL IiSHEET 2K �� '� � j' � r:, �> f: �,� 38 TOBACCO GROy�ERS SER�ICES INC. DB 3383 PG 37 +27 105' & 165' + 44 167' � "'� rSPECIAL LATERAL 'V' DITCH I SEE DETAIL ZSHEET 2K " +12 76' + 86.12 65' + 86.12 5� E � - - -��D€� +20 w p 72' & l00' I FD 18" RCP—IV + y L+ 103' +70 / 100 73' �E _ .�D.E. C _ � PD — — 24„ � CB jQQ$ EXiSTiNG R/�y �p� �--�._ -------� - ---- - -�rr-------- z + _ _ — - T - - —� ��v . •� "� _. � _ � j � (/� 8.75' - - —�:�. � — _ _ � 875' — v _� . � � — � Q Q �z' ■� �� —T �o _ �_�� . ' - _ —. _..—e �—� -_: � � i2' '—:--� -_� �. �, _ 5� _ --- _ _ .— — _ _. - c s � i • � � J� __ e v_— Fo L w�� / 3� ' r V � ,�' — — — ,' PUE ; PU� F PUE � i �NV. =445•4`� 15 R P-IV „ i �, �: ., _ t7.rJ6�,.:il � i� � S at GRAVEL DW + ExrENsioN `, x SEE DET AlL 9 , SHEET 2/ , � � F F RUE � X 5 RESET l80 L.F.� �' ' 72" C A/N L/NK FENCE � i r� X � $ >` , I I � I , , � _B�_22 -L - PC Sto. 75 +86.12 -L- STA 73+91.72 OFF 28.39 RT ELEV = 446.79' + 86.1 55' —_ � � ,— — — — � � � . F F F PUE P19�? � oo' —1 � m � T F—I — — - /F �.� ■ ��,� im e >>> orn ��e �.� `�, 421 FAYETTEVILLE STREET, SUITE 600 `�� RALEIGH, N.C. 27601 � � °� � � �. � �� .� � ��. � � �89� i�3� �9939F �� `�� A,�� +95 � 335' � � �t, '>i + 07 � 325' � � � � � � � � �� ..� rn 15" RCP-IV I �+10.28 E F + 50 64' E +50 + 50 64' 64' � PUE- _ _ C �2€�AO�E— � � — — — — _ �_ — — — %� — --� � � -� = � �-f;,,-T c �_ . _^ CLASS 'B' RIP RAP — EST 3 TONS EST 8 SY GFD +25 85' +25 55' & 73' F PUE __ F_ __PUE F F PUE _— —---,Cn�— r -�•� • � • ; _ � � - _sa►ea�le/i�,e��:1�� - � �� - _ � �. S1 � :�.�� _.. <_ — PI 15" RCP-IV J +05 73' & 90' +19 55' & 70' � s" + 30 85+ 40 �o� + 53 55' 15" RCP-IV -L - PT Sto. 78 +10.28 +io.: 55' < _ � PDE SPECIAL LATERAL . .,��..�� SEE DETAIL 2�SHEET 2K < � PDE � --� PDE --— PDE �- 38 TOBACCO GRO�IERS SER��CES �NC. DB 3383 PG 37 -L- STA 80+65.02 OFF 26.74 RT ELEV = 442.76' N 55° 49' 30.4° E 18" RCP-IV +45 +a5 MONOL/TH/C /SLAND & �3, -L- STA 83+98.17 18" RCP-IV +40.30 �2� F 55' ,— PUE --T— -- is�� B l0� m 55' �, :� _ � —_ /'-6'C ---- —_=====r�a== _ /'-6'C& —G— — — — — — — — • — . 1010 �B �� - - � _ C �PDE PDE �- - P E_ 15" RCP-IV -L - PC Sto. 83+40.30 + 40.3 55' � o» � -15" RCP-I �I lDO' BAY raPER PROJECT REFERENCE NO. U —53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. /0 HYDRAU LICS ENGINEER ��LI�I�T��$� �]L��T� �� PROJECT REFERENCE NO. SHEET NO. i i ii i i i I I I I I I I I I I I I I I I II illl IIII�IIII lill III III IIII I IIII IIII IIII IIII IIII IIII IIII IIII i ■ U-53/7 /7 i I _ _ _ _I I I� I■■■ e �� O r n ROADWAY DESIGN HYDRAULICS 44O I - - _�� _ I _ I ENGINEER ENGINEER I J- - - - -- - - - - - - - �� _ � BL - 4 � BL - 5 --� i ''-'-' __ _ _ _ __ '� -L - ST A l5 +78e16 OFF 40e52' RT - - � -L - ST A l8 +650/3 OFF Od25' RT -'� 421 FAYETTEVI LLE STREET, SU ITE 600 li ' -BL - 2 - - _ _ __ __ �� ELEV = 392e36' _ _ �'� ELEV = 393a58' _ _ �, RALEIGH, N.C. 27601 - - _ - --- _ ��]LI��T �Y �]L��T� 4 3 0 �. � � _ -L - ST A l0 +630/8 OFF53d55' RT -- '� _ � i: -� , i� I i I I I I I I I I I I I I i I I I I i� I i� I I � I � � � � � � I I i I' I I I I I i I I IID� N�71` U�IE 1F� ��Ii�S"i1E8gT��l["'��N � i : . _�i�-'r ELEV = 392e26' --- _ __ -- - _ -- -- __ _ _ Pl = 18+90.00 Pl = 19+64.00 j _ i _ " I -BL - 3 - - - , PIPE HYDRAULIC DAT A EL = 399.43' EL = 399.72' -L - ST A l2 +88.10 OFF 62.93' RT - -- osoi oso l8' RCP I � -L - ST A l0 +OOo00 = _f i i - -- -- -- O O - - VC = l30' _ - E�EV = 392.17' -L ST A /9 �83e32 = � DRaNACE AREA = �.s Ac K= 88 NS RAILROAD CENTERLINE - 42O i -Yl - ST A /6 +24.59 = � �� -;- - - - 420 _ _ _ . � ELEV - 392.56 : _ ,�-- _ �_ _ _ - - - oEs�cN FREouENcr - 5o rRs DS = 50 _ _ � � � _ -- _ PROPOSED AT -�RADE CROSS/NG �� _�� i�i-� - r _ -� _ _ _ - - - - --- -- - / = 39 _ _ � - _ - DES/GN DISCHARGE 4.6 CFS � DES GN � E�EVATioN 5.�2 FT ELEV 399 79' � . _ _- -- _ __ __ _ - - - - - � �� _e _ ; � r - - -- - - -- l00 YEAR DISCHARGE = 4.9 CFS -L- STA /9+86e14 - �- - - �00 YEAR ELE ATlO = 395.77 FT = -L - ST A 19+80.89 TOP OF RAIL = + _ �VV V N Pl 20 60.00 410 41 O '� BEGIN GRADE �� Pl = 12+50.00 ; - - - oVERroPPiNG FREouENCr = NiA TOP OF RAIL ELEV = 399.80' EL = 400.08' _ : -L- STA l0+18.28= ,_ __ _ , , __ -- -- _ _ - -- _ I -- -_ -- -- -- oVERTOPPiNG DisCHARGE = N�A - - - - ELEV = 399e78' ll0' - - - - -- - - i - EL - 387.56 � - - - - - - - - -- _ _ - _ _ Pl = 20 +03.00 �� - ELEV = 392.20' _ - _ _ � ovERroPP�Nc E�EVAr�oN - NiA ,_ T lE T O EDGE OF LANE � V C- 370 � ,� l+)0.38% ; K = 96 � -- - - EL = 399.86' DS = 50 � _ ; � D S = 5 0 � _ - _ - e , , , � . _ -- __ -- -- EX/ST/NG GROUND -- __' � � (+�0. 400 -- _ � _ 400 _ _ .J,��I��- ,, (+)1.85/ 1+10.38/ 38/ �-10.90/ _ r+�o.s9i _ __ _ _ . _ _ ___ _ - - - - �_ � - -_-- --�.-_ � . _ _ - _ I � � � �. �. I . I I - . . � �.. . � � � �� Y � � �. _ I i_i �� r PROPOSED GRADE i= --- PROP �8" RCP � � J I _ � i ��i�ii�iiii�iiii�� _.-� _-_ � �--- - - - � Z �, __--- =-s=�"- � �,�_ �-� � -.�� - o,,� I _ � ----� __ .-------_- ------_ _ .------ "'_� �+)224/. �_� / / y '-�'��-` o - N� � - � � � � ' � ` _. � -- � -- � " � - ' ---------- --------------------- -----------------v ---- I � ^��-�� M � I - > 390 I�' � - . � _ . _ _ . -- N 390 w . � � f-J ° .__-------- �+�i.73/. �-�0.7oX -BL- 6 2.0% �' � �-%Z.00% ` "'- BEGI SPECIAL I E D SPECIAL QITCH GRECE LT PROP 36 RCP � i,'' ; l+11.85� � i � � � �- � � D/rCH GR E Rr -; DirCH GR E[.r i;_, ,_ ; „ -L - STA 2/+08 09 OFF 10.70' LT �� .� �+�0.30� -�- s7'A i8+00 ELEV = 396e62 �� - -L - ST A/6 f 50 ELEV = 395.80' � � -L - ST A 20 +05 ; i i ; - - - ELEV = 39225' J � ------------------------------------ 3 H O BEG�N 5/'EC�A� P� � P� � ELEV = 397A0' PIPE HYDRAULIC DAT A � _ 3 H O DITCH GRADE RT -- E D S EC AL BEG 5 EC AL -L- STA /7+00 LT E D SPECIAL �� i! � i� D/TCH GR E RT D/TCH GR E LT i i i i i i i i�_ _ , i i i_-_ -�� i i � i -L- ST /0+76 - i i i i ELEV- 393.56 i DITCH GR E RT o5�0 05,� 36•RCP ! ! ELEV = 382.46' 'i i �i i i -L - ST A l2 +57 -L - ST A 13+50 : -L - ST A /9 +l5 _ �ii� �i�� i i i � �; SEE -Yl- PFL FOR � � � � � , ELEV = 383A0' ELEV = 387.50' , , , , ELEV = 390.40' D R A I N A G E A R E A 7. 3 A C � i � DITCH REMAINDER � i �i i i � �i - - - DESIGN FRECIUENCY = 50 YRS � � � � � DESIGI y D/SCHARGE 3/A CFS �� ' _ _ 3 7O �� i � �� DESIGN Hy� ELEVATION = 394.7/ FT i � i i � i i i � i � i i � i � i 3 7O ii ii i i ii iiii ii i i ii i ii i i i ii iiii .ii �i �i i ��i i� i �i � � � � � � � � � � l00 YEAR DISCHARGE = 32A CFS � � ii lii liil iili illl lili ilil Illi i I I I I I I I I I I I I I I I I I I I I i i IOOYEARHy� ELEVAT/ON = 394.77FT i I I I II I! II IIII II II I I�I III I OVERTOPPING FRE�UENCY = N�A �� 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 OVERTOPPING DISCHARGE = N�A i i i i i ii iiii iii ii i i i i i i i i i i i 36O OVERTOPPING ELEVATION = /A - 360 ii li iii� iili ilii II iiil 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 ii � �i � i � � �i � � � � � � � � � � � � � � - SEE SHEET NO. 4 AND 5 FOR -L- PLAN ;; �� '�� -- : -- . . ------ : _-_ __ -____ _ . _ _ . ___ _ . __ . ___ __ _-_ . _ . _ . __ ._ _- _ -L- NW JUDD PARKINAY 10 11 12 13 14 15 16 17 18 19 20 21 22 23 . � � � � � � � � � � � � � � , � � ii �ii iI� il�i I�I li i ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I I I II IIII I I I I II I I I I I I I I I I I 460 � � �� 460 ii ii ii iiii i,ii iiii iiii ii i i i i i i i i i i i i i i i i i i i i i i i i i I l i I j I j i I I I I I I �� I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I� I I � � I� I I� I I I� I � I� I I� I I I� I � I l i � I I I I II II II IIII IIII IIII Ilil lill I I I I I I I I I I I I I I I I I I I I �II IIII II I I I ill ili i I I il li i I I I I I I I II I I II illl I I I I I II III II I i li i i i I I I I I I i I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I � 450 �� ',� '�'�� '�� '�� 450 � �� i i � i i i i i I i I � i I � I I i i i I i I I I � i i I I I I I I I I I I I I -BL - 9 I � i i i iii iiii ii i i i ii i i � -----_ , , _ --- . .- . -_ ,---- - I I I I I I I I I I a � - L - S T A 2 8 + 6 6e 3/ O F F / 4° 0 2' R T � � � �. � �. � � � � �. � � �. � � � �, � � o � � � � � � � � � � � � ELEV = 39/e62' , , ,' , _' , -BL -S A 36 +73e75 OFF 83e93' RT N 44 0 PIPE HYDRAULIC DAT A �� , � ELEV = 4/1.38' � 44 � Cv 053 053 2¢ f�CP I -L�L �� . o � � -� , , -L - ST A 32 +15.73 OFF /3/e29' LT , , , , , ; DRAII yAGE AREA = 72 AC -BL - 8 � CULVERT HYDRAULIC DAT A ELEV = 4/0.09' � DESIGN FREQUENCY = 50 YRS -L - ST A 26 f58e73 OFF 27,92' LT � � � � � 4 3 0 DES/GN D/SCHARGE _ l7A CFS 2� �0' x 6' RCBC fBUR/ED l'� - . - DESIGN Hy� ELEVATION = 397.85 FT ELEV = 398e64' � - �� 430 o _ oRaNACE ,a�EA = �242 ac ' -BL - �0 -� - STA 36+05024 = l00 YEAR DISCHARGE 18.0 CFS DESIGN FRECIUENCY 50 YRS � - -L - ST A 30 +20e89 OFF 56e48' RT �� i i i 'i � � � � � � � � � � � � � � � � � � � � l00 YEAR Hy� ELEVAT/ON = 39794 FT � � i �- � i i � � - . -Y3- STA 10+00.00 � , Pl - 27+50 00 DESIGN DISCHARGE = 300 CFS ELEV = 40/.87' � o OVE R TO P P ING F RE�UEIyCY = N�A � E L = 4 0 4. 0 4' DESIGN lly� ELEVATION = 393A FT _ ELEV = 4/2<60' , � 4 Z O �V ERTOPPING D/SCHARGE = N�A , _ V C= l30' _ - � '' �' EX/ST/NG GROUND l00 YEAR D/SCHARGE 320 CFS � ' 42 � � OVERTOPPING ELEVATION = N/A K= 87 = 393J8 FT _ � � � _ _ i i i l Y AR ATl � � 00 E Hy� ELEV ON 4 � DS = 5O OVERTOPPING FRECIUENCY = �500 YRS . � , , , , , �p L , -L - STA 23+99°0/ = ovERroPP�NG D�ScH�cE _ �,��o CFS � _ PROPOSED GRADE z Y2- STA 15�58e12 OVERTOPPING ELEVATIOIy = 400.4 FT __ � 41� �� ELEV = 397070' -� ,� _ _ --� - -------- - - - �-�i----- � , 41� - � Pl= 24+50.00 _ - ' f+11.00% .03� ' - - - - � � � o i Ii . - - - o ' EL = 396.57 e � BEG� sPEc�,4� VC = 330' � l +�1.00/ � - �-I- ' N � , ; K = 97 + ( +�2. 9� � � D/TCH GRADE RT \ , ,,; _ e � _ ' ' ' ' -L- STA 35+00 � - = ELEV = 4/2.00' - � 400 ��5�6� DS - 50 �+)2.49/ �� -- � _ - � E o sPEciA� � 400 o • �_ __ . _ ; - PROPOSED GRADE -; DITCI-1 GR E RT � �-1/AO% , , _ _ � __- - -- - - --+- ---�- �-�� PROP 2@ l0 X 6 RCBC (BURIED) � - -� - STA 35 f68 BEGUy SPECiA� � - �.- '� - - - �---. , . J ' . � � � �°o o . ( -J0.90% � �' -�� _ / --- -- - �. _ . -_-_ , i ELEV = 4/1.30' p/TCH GRADE RT ' � � �_ '' � �'-��8i � _� � _ � , . _ -�- ST 36f 5 '' ''� °' - � b � , ♦ - _ ELEV = 4/0.50' � 3 9 � N ,�°'� � E D SPEC/AL - BEGI SPECIAL � c� � _ _ - - - - - - �_10.30% . � _ - � � Q - - DITCH GR E LT �� --- SEE -Y3- PFL FOR � 3 9 O DITCH GR E LT __ cv - D/TCH RE�IAINDER Y c�n � � -L - ST A 23+80 - -L - ST A 25 +00 'h ~ ' i W � ELEV - 395.50' - ELEV = 398A0' � n o '�� J �u _� tn � O�1 i _____,_ i i i i i-i i i i i i-i i i i i i i- � ��, i� I E D SPEC/AL � �_--� � _ 3 S O � PROP 24" RCP �� . Q , 3 H O ; � � �n I DITCH GR E LT � � � � � � - EX/ST/NG GROUND � � � - ECEVSrA389 0� � � i � �� SEE SHEET NO. 5 AND 6 FOR -L- PLAN � � � � � I � � � � Y � I I I��N�� J�! � - � � � � � � � � � � � � � � � � �` � -L- NW JUDD PARKWAY 0 N \ � 23 24 25 26 27 28 29 30 31 32 33 34 35 36 PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � � i � i � � i � � i � � � � � � � i � � � ■ U-53/7 /8 , �- _ _ _ _ _ __ __ __ _ _ __, im e >>> orn ROADWAY DESIGN HYDRAULICS 47O I - - - - _ � _ _ _ �I ENGINEER ENGINEER ' I' ''' l ''J' _J- - - - - -- - - - - - - - - -- - - - l - - _ l I I i � � � i_ � � I__�_ I I I I I I I I I i I -- 1— — — — - -- - - — -- — — — f — — I 421 FAYETTEVILLE STREET, SUITE 600 i i i i _ __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ , P� = 47+��.00 RALEIGH, N.C. 27601 � � � � � ;-r- - -- - - -- -- - - - ---- - --- -- - - I EL = 435.09' -- - _ _ __ _ - - - � _ -= - _ -- =- _ _ - _ - -_ - _ , �C = 90' ��]LI��T �Y �]L��T 460 �' � �-� � I - I- -- ---- - - -_ - - -- , K_ 90 � � � � � � � � � � � � �� U�� ___ -- -_ -- -- _ _ -- _ _ _ __ -- - _ _ _ . i � : _B� - l3 -BL - l4 - _ - - - i _ � - I� DS = 50 i -L - ST A 38 +15.10 OFF 62°00' RT -L - ST A 39 +79.72 OFF 63065' RT - - -- - ' ' ' - '� �� ELEV = 407e92' ELEV = 4/9.3/' - - - - - - � ; - ; , � �_ _, - _ - _ - _ - - _ _ _ 4 5 0 PiPE HYDRAULIC DAT A -BL -ST A 4/ +3/e25 OFF l.2/' LT I �; BL - l6 �_ � il _ i � - ELEV = 426.35' _ - - _ j _ - - _ _ _ _ -L - ST A 46 +79a65 OFF 24077' RT =_ � � � � � � ob,6 ob,8 �RCP -- ��k� �_ � ELEV = 433.77' � �; DRAINAGE AREA = 3/.5 AC � _ __ i _ � � 4 4 0 ii _ DESIGI y FREQUENCY = 50 YRS i -- � I: H- � I_i-� I-� I-�H- H- I- 1= _ - _-___�_�-. 440 -� D E S/ G/ y D I S C H A R G E _ lIOA CFS ___ _ Pl = 40 +50.00 L I� - I - -- - __ _ _ _ _ _ _ _ _ _ _ i DESIGIy Hy� ELEVATlOIy = 4/0.26 FT � _ EL _ 422.74' '_ _ � . -- - - - i� , -- - - _ _ - - -��-N o ! (+)0.90% ' ' Pl = 37+15.00 /00 YEAR DISCHARGE _ 120.0 CFS ` - �/C - 70 - - i ( +)1.90/ _ _ - - - - - - - - - - � i EL= 4/3.69' 100YEARH�ELEVATIOIy = 4/0.53FT I� _ /� _ $8 _ _ � � : : : ____ _ _ -------------- ; _ - 4 3 O ` V C = 170� OVERTOPPII yG FREQUENCY = �100 YRS - DS = 5O __ -- - - - - - - - - - - - - - OVERTOPPII yG DISCHARGE — _ - - , ' ' ' ' ' ' ' ' ' ' � � ' ' ' - - _. i K = / _ = 237.4 CFS - _ -- - -- i� DS = 50 OVERTOPPIIyG ELEVAT/0/y = 4/5.33FT I- �__----- I _ � - Z I � - - � � - - - EX/ST l G GROU D o � +)2.70°� — � - _ - - - - _ - ' - -�i=��-a-�l-� - � - _ _ � _ ; 42 0 � � , � � � � � � � � � � � - - � � `+�� , — ' +�i.9o°� � � � � � � � -�� - �-�� e - - - - - - - - - - _ - - - - � � � �-- - 42 0 --- w � i , _ ( � II II � � II I � i � � � I � -� � — _ . — — � PROPOSED GRADE � � � � � � � � � � � � � � � � � , � � � � � l+)I.00% � � � � � � � � � � - T � � +)2.70`° � � � � � � � � � � � � � � � � � 410 — � �_ _-_' ___ � � � � � � 410 ''�-'.' .�r kf44� / i i i i i i i i i i i i i i i i i i i i i i i i i i i i � i i i �._ . �-s-r — — ` / .. � � I I i i I I I �i �i I�� i �i �i I I- � I I I I I I I I I I I I I I I II " I 4OO �� ! PROP 54"RCP '�� i i i i i i i i i i i i i i i i i i i i ii ii ii i i ii iiii ii i i ii i ii i i i ii iiii ii i i i iiii iii �� i � i ii iiii iiii ii i� i�i iii �i 4OO i i �i i i i i i i i i i i i i i i i i i i i E D SPEC/AL i i �i � DITCH GRADE RT i i i i i i 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- STA 37f70 ii lii �II il�i ELEV = 405.��' i I I I I I I I I I I I I I I I I I I I I I I I 390 � �, �� _ 390 i i I i i i i I i i I i i I I 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 III III IIII II II I I II IIII I I I I I I I I I I I I I I I I I � �;, �;,, ;, , , , , SEE SHEET NO. 6 AND 7 FOR -L- PLAN ;; �� __--- . . ------ : . -- --- —____ _ . _ . ___ _ . __ . ___ . . __ _-_ _ _ . _ . __ ._ _— _ -L- NW JUDD PARKINAY 37 38 39 40 41 42 43 44 45 46 47 48 49 50 PIPE HYDRAULIC DAT A oso osio 24`RCP : ii �ii Ili� ii�i i�l li i ilil Il�i i I I I I I !I I I I I I I I I I i i i i i i i i i i i i i i i i � i i i i � DRAII yAGE AREA = 3.4 AC i � i i i �i ii i i i i ii i i � 50 YRS 4$ O � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � DESIGI y FRE�UENCY = � � , � � , � � , , , , � 4$ O � �a � �� a �� PIPE HYDRAULIC DATA �� ,� N = �4.ocFs �� , , , , ii i ii iiii iiii iiii ii�i i�ii i i i - DES/G DISCHARGE - - I I �II IIII II I I I i oao 30' RCP DESIGIy H�l ELEVATIOI�I —�5A CFS i i i i i� i � i i i i i ii i iil ili i 1 � il li i I i I - . � � � � � � oRaNacE ,a�Ea = 6.� ac �, � Pl = 58 +50.00 /00 YEAR DISCHARGE DES/GN FRE�UEIyCY = 50 YRS i i i i i i E'� _�5.�' l00 YEAR Hy� ELEVATION = 443.86 FT -BL- l9 470 � � '� � � � �'� � � '� � � '� '� � '� � '� � � '� _ _ '� � � ; C = 30 �� , �vERTOPP�Nc FREouENcr = N�Q -L- STA 6/f74d98 OFF 105e5/' LT � � � � 470 DES/GN D/SCHARGE 28A CFS V OyERTOPPIIyG D/SCHARGE = N�A ELEV = 455.27' � �� i ' i i � i i � � ;; i;, ;;, i ;, i; , i i i; ;; i DESIGN Hy� ELEVATION = 440.32 FT � i i i i i i K=/07 O�ERTOPPING ELEVATION = N�A i i � . i i � i i i i i i i i i i - B L - l 7 /00 YE A R DISCH A RGE = 30A CFS i i OS = 50 4 � � �� _L- STA 52+19.43 OFF 250/9' LT l00 YEAR Hy� ELEVAT/ON = 440.45 FT ' - �p i i � i i i I 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 � i i � i�� i�� i�� i i� �� i �i ELEV = 439.02� OVERTOPPING FREOUENCY = N�A i i i-- i- ----: -BL- l8 i � i i i N 4 6 � � � � � � � � , � � � � �_ oVERroPP�NG D�SCHARGE = N/A '� � � � -L - STA 58 +79.70 OFF 47.42' LT � � � , � � , � � , , � , � , � 4 6 � i, ii ��i ��ii �i�i i�� _ �i i i i i i i i i i i i i N i i i i i i i i i i i OVERTOPPING ELEVATION — N/A - ELEV = 447.87' � � 'i N II I� II I I I I I II � o �, �, ,�� PROPOSED GRADE � � �� , , � � � �� i � � i i i i i �i _ _ ! �' .� i I � i i I i i I � � i � i i � � I i i � I I � I � � I I _. _ __ _.__ __ __ _ i i, � ,' � � _ � � �, 450 � � �� . __- 450 � I � I I � I I I I I I I I I I I I I I I I I I I I I I i I I i I_ i= , i_i , i i_. �_I__I p i i � i i i I � i I � i i � i I I i i i I i i I I I I I I I I I I I I I I I I I I I I �+��8� �-�, I I I I � . i i i i i i i i i i i i i i i i i i i i . (+)0.90% __ ._-- �+)6�1�%� � � ._ _.__ o � � � � i ---------'.� �;' (+ 1 1. 7 0% ��I �% �' � .- -_" i'� ----------- -- i - � ---- � _ _ - - - ♦ o� i i � ^ � � — — �-� — — — � � - -. 440 _— — —,__- - — -J , r+��.00i � o�, � � � � � � � � � � 440 _— � _ _ - _ -- � - = - ._ . _ _ _ _ - - - ' - ' � +)2.39� o � PROP 24" RCP � � � _ c� rn � _ _ � � _ � i � _______--��_____------- (-�/A7% "-------- - �n; ---- --- _ _ _ +� � - r.rn � � Q, i � � � � � i z �, � � _ ob - �� ; �- � _ BEGI SPECIAL � -. _ _ Q _ � --- - ; N - W . �n b „ � �, i � 4 3 O _� � � � � � � � � � � � � � � � � � � DITCH GR E LT ' � � PROP 30 RCP � �� _ � _ ,, �u �° ' ' 430 � -L - ST A 53+30 � . � � _ � � � I I� Q , , � I o � I � � � � � � � � = 4 4T' �W __�_ ___ �_ -- �__ _-i �� ELEV 39. N i � n _ i _ I J — BEG/ SPEC/AL � W � � � � � � � � � � � �' W E D SPECIAL � i N i i J W EX/ST /NG GROUND - DITCH GR E LT D/TCH GR E LT � 4ZO �� i �� i i �� i�� ! � i -L- STA59+00 -L- STA60+00 �� 42O o � � � � � � � � � � � � � � ELEV 445.66 ELEV = 44/.70' � i i �--- - . _ - - , � Q II III IIiI Iili i I II i iIII II I iI iIII I 1- i -I -I I I I I I I I I I I � � I Q 410 "' ' � �� 410 � � Y - � � �� i � _ � � � � � � � � � . i 400 �� , , L 400 �� . � � � �� ' SEE SHEET N0. 7-9 FOR -L- PLAN �` � � � � � � � � � � � � � � � � � � -L- NW JUDD PARKWAY 0 N \ � 50 51 52 53 54 55 56 57 58 59 60 61 62 63 PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � i � i � � � � i � � � � � � � i � � � ■ U-53/7 /9 � �- - _ - - - - -- -_ __ _ _ __�� im e >>> orn ROADWAY DESIGN HYDRAULICS 49O I - - - _ � _ _ _ �I ENGINEER ENGINEER - �- �-� - � -- - - - l i _ . - - - -- - - - - -- - - - - - -- �_i _ _ _ _ - - -_- - - � - _ - 421 FAYETTEVILLE STREET, SUITE 600 - - - - -- - - - - - - - - - - - - - �, RALEIGH, N.C. 27601 �� PIPE HYDRAULIC DAT A - - -- - - - - - -- -- - - - - - - - - _-�, 1f TA,�1f �T�y 1f,A�7 4 V 0 I I j -I i I . J I i � . 0913 2� f�P - - - -- ---- - - - -- - -- - I - -- -- - - - --- l - - - _ - _ - _ _ _ , I i i I I i I i i i I i ��iJL�lY�1l1LY�l � ��1��"i �JL�IICilY�I � I _ I I ,. - _ _ _. . - . --- - - - - - - - - - - - - - - - - - . i � ORAINAGE AREA = 3.3 AC - -- _ _ _ _ __ _ i DESIGI y FREQUENCY = 50 YRS - - - - -- _ �i - �i _ -�- DESIGIy DISCHARGE _ llA CFS -- - - N--I -I- -I- �--I- �-- -i - - - - - - - - �' DES/Gl y H y� ELEV AT /ON = 448.35 FT - - - i - i - 4 70 � r ioo YEAR DisCHARGE - i2.o CFS - - - -L - ST A 67+69,28 = - ' - - - - - - - - - -BL - 22 Y4 - ST A 24 +34.74 , � -L - ST A 73+9/072 0FF 28.39' RT � � � � � � i � l00 YEAR Hy� ELEVATION = 448.45 FT Pl = 66+70.00 � - _ � _ � _ �_ _�_ � II - - OVERTOPPING FREQUENCY = H�A EL = 455.1/' � ELEV = 453077� � ELEV = 446079' OVERTOPPING D/SCHARGE = N�A PROPOSED GRADE VC = 220' Pl = 7/+00.00 �; OV ERTOPPING ELEV AT /ON = N�A - - K= 87 _ ,_ - i EL = 449.3/' 460 '� � _ � _ _ / 460 DS = 50 � i I-H- H- � I- - - K� l06 ' _ _� � / + �� - - - - -- - - � i� _ � i=�=� � � - - _ _ __ __ _ _ i _ _ - - _ - - - - - - EL - 447.8 ' - - ' _ _ _ - - _ ,� _ _ _ DS = 50 � - -- - - - - �C = l20' - �I � � � �_�H-f--��-i N-��F e K= 9/ - - (+JIJB/ �-1/.35% DS - 50 ;- - � �+)2.18%_ — : � 4�J0 — 450 -.-,-- -_ --,-- �--- - - - - � - - - - - f -J0.50% . � _�_ - - - - _ � . r+�o.53i - - -� - - - - - - - _ _ _ _ _ � - _ - • 5% -10_Q% - - - _ ' _ Jl 3 e � �1.82/ ------- - � - - i I i i i i � . i I I I -------------------- -. � �, � - - � - - - - - - - - - - - - - - - � � � � - N ii . _ _"_ --------- � � � � � � � � o BEGI SPEC�A� EXISTING GROUND � ------------------------- ------------------------------------------------------- 0.------ - _- - _ _ _ - - `r' PROP 24" RCP D�TCH GR E LT �� _ f -J0.33% � - � . _ _ _ 440 � �, �--� � � � '-�=I-�-�= I-�� _�, '� _� -� � � � � � � � � � � � � � � � J -�- 440 > -L- STA 65f00 , w Ilii Iii iI �� I I I I I I i I I I O � i � i E D SPECIAL ELEV = 446.OT - . o D/TCH GR E LT ` BEG/ SPEC/AL �� i i i � i i i _ i i i,_ DITCH GR E LT i i i i i i i i i �''� i i i i, i i i -L - ST A 63+50 -BL - 20 E/yD SPEC/AL � -L - ST A 68+50 ►� E L E V - 4 5 2. 5 4 D/TCH GRADE LT �� ELEV = 446.00' Q ; ; , ; , , , -L - ST A 64 f85.29 OFF 9e62' LT , , , � �� , 4 3 � i i i � i i E L E V = 4 5 0e 6 6' -L- STA 66f77 'i i i i i i i i i i i � W 4 3 � ELEV = 447.00' - _ - � J i �i iii �ii� i�� i i SEE -Y4- PFLFOR i i i i i �i i i i i i i i i �W i i i ii ii� �ii �iii i i ii i i i i i i i i i i i i i i i i i i i i DITCH REMAINDER �, ;; �i� �i� i� � _ � , � � � i�� I � �� i�� iii� ii�i � � � � i ��i � i � i � i III II I IIII I I II I I II II I I I I I I I I I I I I I I I I I I I I I I I I I I I � � �i i� i� 420 �� ,, ,, ,� �� 420 lii Ilii iiil iili ili liii iiii ii i i I I I I I I I I I I I I I I I I I I I I I I ii �ii iI� illi I�II lili ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I II III II II I I!I III I i i � i i I I � i I � i i � i l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I 410 � �, �� _ 410 ii li iiil iili ilii liii iiil 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 ii i i i ii i i ii ii i ii ii ii i ii i ii i i i i ii i i i i i i i i i i i i i � � � SEE SHEET NO. 9 AND 10 FOR -L- PLAN : �� -�� - � �� i� 'i�i i�i i i i ii iii iii i i i i �� -- : -- - . ------ : _—_ __ -____ _ . _ _ . ___ _ . __ . ___ . . __ _-_ _ _ . _ . __ ._ _- _ -L- NW JUDD PARKINAY 63 64 65 66 67 68 69 70 71 72 73 74 75 76 . � � � � � � � � � � � � � � ii �ii iI� il�i I�I li i ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 490 � � �� 490 �� i� �i�� ,�� i ii � ii iii �ii ii �� i��i ��ii �i i i i i ii i i i i i i i ii i ii i i i i i i i i i � i�i i� i � � i� i � i i i� i � i�i i� i i i i i ii i i_ i_ i II II II IIII IIII IIII Ilil lill I I I I I I I I I I I I I I I I I I I I �II IIII II I I I ill ili i I I il li i I I I I I I I II I I II illl III I I I II III II I i li i i i I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I � 480 �,� ', '�'�� '�� '��' ;',�' �� 480 � �� ii �ii iiil il�i I�I li i ilil Il�i i I I I I I I I I I I I I I I I I I I I I I ! I I I I � . I I !II IIII I I li IIII II I I I I I I I I I I _ .. __ . --- _ -- __ -. .-- � Q � � I_ I I. _ I I__ I I I I I I I I I I. _ I I I I I I I I- - i i � ii �ii il il�i I�II li I I li i I I I I I ' II I I I I I I I I I I I I I O . I I I i l l I I I I I I I I I I I I I I I I I I I I I I I I I I I N 470 i i i� i i � i i � i � � i i i i � -�- sra 87+55e90 = 470 �i i� ,i� ,i, �� i � � � � � � � � � � � � � � � � � �� i� ii �� ii iii iiii ii�� i��i �iii �i i i i i i i ii i i i i i i i i i i i i_ i_ i N i i i i i i i i i i i i i i i i i i i i -BL - 23 i i i i i i i i i i -Y5 - STA /2 +32,52 � � � � � � � � � � � -L - ST A 80 +65v02 OFF 26.74' RT � ELEV = 445002' O ii � iii iili il I I i ilil ii i � I i I I I i I I II III II II � � � � � � �� ELEV = 442e76' �, � � � _ _ � 4 6 0 i� I Pl - 87+90 00 4 6 0 ;, ,; � � �, i � , � ; i � _ __ ___ __._ - i i i i i � �� , , � , � � , , � EL = 445 35 � ! - Pl = 77+00.00 , , � - , � � + � � � � � � �� Pl = 83+50 00 ! � � �_� � �_ __� � � . � � � � ' � _ , p i i � i i I I I I I I u P� = 8� J��.�O u I I I I I I I I I • I i I '/ - I I I I I � . I I I I I i I � I I � I I I I I I �- y� - /�O' o EL = 442.35 � EL = 444J0 EL = 442.36 K 85 � �y VC = 230' , _ , - � � PROPOSED GRADE � _ _ PROPOSED GRADE � VC - l00 VC - l30 � � DS = 50 � � K=99 '� K=93 - K=103 � � i� -. � � � � DS = 50 DS = 50 � DS = 50 �____ � � � � � � � 4 5 0 � 5 � � � �-i-i+��++� , _ � � , __. � � � � �� _ 1+10.68% �-J1.08% � l +J0.50% � -10.5 % l +JO 68% - - - - - - _ _ ? _ - - - - - - - - - - - - - - - - - - - - - - - - - - - �-10.58% . _ - - - - - - - - - _ _ _ _ o _ _ _ � 440 - -� - _ _ _ - -��50'� -_- _- -_ - - - - ------------------------------------� ---------------------------- --- -- ----- -_ -_ -_- _- - -_---- -- ----- - _ -_- - - - - - - - - - - - - 440 � � l +10 49% � ( -J 0.34% ,� � _� _� EX/ST /NG GROUND _�_�_ j_L�_��_�_�� o '2.77i _ _ � e ------------- '- -- _. " � EX/ST lNG GROUND � .33/ N PROP /8" RCP ' ` � �- i - N. � PIPE HYDRAULIC DAT A � '� o�.r, i � o o ! , ,a2, ,009 is'RCP rr o -BL- 24 �� E N D S P E C I A L 4 3 0 � 4 3 0 �! i BEGI SPECIAL � � i � i � i Q � cO � DITCH �RADE RT , -L - S T A 89 +2606 7 O F F 30096' R T o - ' DITCH GRADE RT ' ' ' � � ' ' DRAINAGE AREA = 0.4 AC � �� ! � �� -�- sT,4 86+0o ELEV = 442035� � � -L - ST A 77+30 DESIGI y FRE�UENCY = 50 YRS l �� J � �' W ELEV = 438.00' ' � � � � ELEV = 439.79' E D SPECIAL DESIGIy DISCHARGE = 09 CFS � � � W � � � � �i , ;;= DITCH GR E LT DESIGIy H�l ELEVATION = 44029 FT � i' � l00 YEAR DISCHARGE = 09 CFS � 42 O i -L - ST A 77+30 /00 YEAR Hy� ELEVATION = 440.29 FT r � 4 2 � � ELEV = 437.50' p�/ERTOPPING FRE�UENCY = N/A i Y i i i i i OVERTOPPING D/SCHARGE = N�A r _ � � � � � I � � � OVERTOPPING ELEVATION = N/A ,I . i 410 �� , , ! 410 �� . � � . � �� ' SEE SHEET NO. 10 AND 11 FOR -L- PLAN o � � � � � � � � � � � � � � � � � � -L- NW JUDD PARKWAY N \ � 76 77 78 79 80 81 82 83 84 85 86 87 88 89 PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � i � i � � � � � i � � � � � � � i � � � ■ U-53/7 20 , �- _ _ _ - _ _ __ __ __ _ _ __, im e >>> orn ROADWAY DESIGN HYDRAULICS 49O I — — — — _ � _ _ �I ENGINEER ENGINEER ' I' ''' l ''J' _J— — — — — -- — — — _ _ — — -- — — — l — — _ l J — --I i � � � i_ � � I__�_ I I I I I I I I I I I -- l- - __ _ _ _ __ _ - - -- _ _ - = f - _ _ - = i 421 FAYETTEVILLE STREET, SUITE 600 i i i i �i - -- - - - - -- - - - - - - - - - - - - , RALEIGH, N.C. 27601 � � � � i � �- - -- - - -- - - - - - - - - --- - - - -- - _ - -- _ - - _ _ _ - , _ _ _ : - ��]LI��T �Y �]L��T� _ - - _ _ _ _ - - - _- i - -- -- _ - - _-- � - -, � 480 �' ,;-, , �. � � �_ �, � � � � � � � � � � � � :;�- ----- --- ---- - - � � � � � � � � � � � � �� U�� i i : ._i i i i_ i i i i . � il— --- — -- _— — _ _. __ _ --- --- ... _ _._ _.__ -- —._ -- -- _— —. _ _ � _ _ il _ _ _ _ _ _ _ . i _� - - - -- - - - - � �� -BL- 25 - - � - - - - - - -- - ' -L - ST A 97+88.94 OFF lld3/' LT � -� '- - - -- - - - - -- - -- - - - I i - -�-�- ' ,-L� , ,�� _ __ __ _ - - - - __ _ � i - � - - - - - I �; � ELEV 42 39' i _�_� � . � _ 470 : -,- _ _ : _ _ _ _ __ _ _ _ _ _ _ _ , : �I �--�- -�-i i- i : � - � - -- - - - _ - - - - �i � � i _ � EL = 9� 50.00 - - - - � � �� . _ - - __ - _ __ � - - -- - --�- -- -- _ __ - _ --- -_- _ - i _ � � 7.04 _ _ _- : � i � � � � � � -� - ��-- � � Pl 98+15.00 _ _. � � � � � � � � �� - - _ , - � EL = 444.85' - � r _- _ _ -- - - -- - _ ! - , . , � _ � _ /3/ '- I EL = 453.OT�� , i V C 40' �C 20' _ _ I'� Pl l0 460 � , - _ = - - _ - !, �� K = l26 I � � � DS = 55 - - -- � . VC = ll0' 460 _ � . _- --- --- _ _ - _ _ _ _- -- _ _ I Pl = 96+75.00 - - i DS = 55 _ - _ _ - - - _ . _ _ K = 86 �_ _ Pl = 90+00.00 Pl = 9/+50. Pl = 92+45.00 '- _ P� = 94+90 00 = - I EL = 443.03' '� PROPOSED GRADE - � DS = 50 00 . EL = 443.08' � EL = 44/.2/' EL = 440.70' �- - -- - EL = 44/.43' - -- ; VC = 50' _ , � _ _ _ _ ; K - //4 �� +J0.50% � �C _ 20' �'�_ ' �C - 70 �C = 90' - -= VC = 60' _ �- 450 K - ll8 _ K = 98 K = l07 __ __ -- -- _ _ K = l06 � �__ -_ _ _ �� DS = 50 - - - - --��-�I� ___-------- �- 450 DS = 55 _ DS 50 DS = 50 - _ = DS = 50 ;- - - ! _ _ _ _ - - - � _ , �� - --- i- _ -- - '� i l _ _ — — �-)I� i � : -- — �' � -J1.08% � _ _ - - - t'+�r� EXIST lNG GROUND ; - - - o __ ��.25% ___ �' - - - - - - - - - - - - - - — - - - - - - - - - - - - -1tI130� - - - - = k i ,-_- - o e ��.8b"� � �1 � � I I-� � 440 w 440 �-�0.54� f+10. 0/ . � � � � � � �� ii li il iili ilii li i i I I I I I I I I I I I I I I I I I II III III II I I I III I II II I I II III III II I IIII III III II I I I I � i � ii �ii il il�i I�I li i ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I 430 �� ;� � � � � � � � � � � � 430 �� Il. �il IIl i�l; la; i�:� ;;Il �I I I I I I I I I I I I I I I I I I I I I � I I � � I � � � � � ��___ � II II� �II �III I I II I I�II II I I I I I I I I I I I I I I I I I I I I I I I I I I i i, I I i I I i I i i i I i i, i I I i i I I I ' I I I � I� I �I I I II III III II I� I I I I �I � I li � I I I II II I IIII I I II I I II II I I I I I I I I I I I I I �I I I I I I I I I I I I I I I � �i i� i� 420 � � � �� ,, ,, ,� �� 420 lii I�lii ;i ii�i i�i �iii iiii ii i i � � � � � � � � � � � � � � i i i i I I I I ii �ii iI� illi I�II lili ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I II IIII II II I I!I III I i i � i i I I � i I � i i � i l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I 410 � �, �� 410 ii li iiil iili ilii liii iiil 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 II III III IIII II II I I II IIII I I I I I I I I I I I I I I I I I � � i � � i � i i � � i i � � SEE SHEET NO. 11 AND 12 FOR -L- PLAN ;; �� -- : -- . . ------ : _—_ __ -____ _ . _ _ . ___ _ . __ . ___ . . __ _-_ _ _ . _ . __ ._ _- _ -L- NW JUDD PARKWAY 90 91 92 93 94 95 96 97 98 99 100 101 102 103 ii �ii II� il�i I�I li i. i i I i i i i I I I I I I I I I I I I I I I I I I I I I I I 5� 0 i li I i I I i I li i I I i I i i II i i i ; i li i i i i i i i i i i i i i i i i i i I I i i i i i �� O I II II III III II I I I I I I II I I I I I I I II I II I I I I I I I I I � I�I I� I� � I� I � I I I� I� I�I I� I I I� I � I li � I I I I II II II IIII IIII IIII I I I I I I I I I I I I I I I I I I I III �II IIII IIII IIII I , — II I I II IIII III I I I II III II I -L - POT Stae 104+72°04 = � � � � � � � � � � � � � � � � � � � � �� 500 500 -- f - � I'� � � � � � � � � � � � � � � � � � � � � � � � Y6 POT Sta. l4 79.78 � � � � � � � � � � � -Y7 - POT Stoo l04 +72.04 � � � � � � � � � � � � � � � � � � � � � � , � � � � � '' i ELEV = 453e76' i i i i i i i i i i i � � a ' � i i i i i i i i i i i i i i i i i i i � � � � � � � � � � � � � � N 4 9 O END MILLING � OR KEY -/N , � � � � � � � � � � � � � � � 4 9 O N L ST A l04 27.85 _ � � � � � � � � � � ELEV = 453.30' � � � � � � � �: � � � � �' �' � N I I o T/E T 0 EXIST /NG - � �� PAVEMENT i i' � � � 480 END GRADE �, � � � -1 __ __ __ _ ___ _ _ _ ---__ I__ _ __ ___ _ ---_ _ _ _ __ � � � � � � 480 � � o � � � � � � � � � � � � � � � ' o BEG/N M/LLING i a � � � � i i i i i i i i i i i i i i i i i i i i i i i i i i � � i i i i i i i c i c�1 � FOR KEY -lN � � , i o SEE DET A/L � � =o � 470 2 SHE�A 2H ; - �� 470 L S � Q� � l03 +77.85 � : - � � � ELEV = 45305/' : � _ � � � � � � � � � z _ �n `. . ' 4 6 � PROPOSED -' W ' ' 4 � o GRADE � � l +10.50% � -10.4/% _ _ - ; , _ _ - � � 450 �' � � � � � � � � � � � 450 o ;� � EX/ST/NG - ; o � � GROUND � � �: � � � � � � � � � � � � � � ii i�� i iiii- � 440 � � 440 Y -BL- 26 � -L - ST A l04 +05.76 OFF 60°0/' RT ; � ELEV = 453.14' � . 430 �'' � � � � � �,� � � � 430 , � � . � ,. SEE SHEET NO. 12 FOR -L- PLAN �� , � � � � � � � � � � � � � � � � � � o -L- NW JUDD PARKWAY N \ � 103 104 105 106 PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � i � i � � � � � i � � � � � � � i � � � ■ U-53/7 2/ , �- _ _ _ - _ _ __ __ __ _ _ __, im e >>> orn ROADWAY DESIGN HYDRAULICS 44O I - - - - _ � _ _ _ �I ENGINEER ENGINEER ' I' ''' l ''J' _J- - - - - -- - - - _ _ - - -- - - - l - - _ l J - --I i � � � i_ � � I__�_ I I I I I I I I I I I -- l- - __ _ _ _ __ _ - - -- _ _ - = f - _ _ = i 421 FAYETTEVILLE STREET, SUITE 600 i i i i �i - -- - - - - -- - - - - - - - - - - - - , RALEIGH, N.C. 27601 � � � � i j- - -- - - -- - - - - - - - - - - - - - - - - - --- - _ _ - -- _ - - _ _ 430 �' , ; -, , � . � � � _ �, � � � � � � � � - _ - - --- ---_ - - _ -= - _- � - -- =- - --- � _ - _ _ _ - _ _ _ -� ��,��1 �� ,��v � � � � � � � � � � � � �� U�� i:_�� i� � - — — — : ��_ _ _ __ i _ --- — -- _ __ ___ -- �( BEGIN MILLING FOR KEY—lN = —_ _ — __ _ �� — �� — -- :; —�— SEE DET AlL 2 SHEET 2H - — - — — — — -- — — — — — — — — — — — — — — _ — — — � — — — — — _ , � —Yl — ST A l0 +00.00 — — 420 , - - �' ,�--;- ELEV = 403e/8' - - - - - - - - - - - i - - - - - - � _� � � � � _ - - -- - - � - ' � T lE T 0 EX/ST /NG PAV EMENT i = _ � - - , - _ - _ � _ ; � � - END /e5" OV ERLAY -- : � _ i __ i _ ___ __ _ _ -- _ _ _. BEGIN MILLING FOR KEY-lN � - END lLLING FOR KEY -lN , - -- _ -L - ST A l0 +00.00 = 'i � BEGI la5" OV ERLAY i_ PROPOSED - -_ _ ' -Yl - ST A/6 +24059 = SEE DET A/L 29 SHEET 2H �' 4 1 0 � � � - Y/ S T A l 0 + 5 0e 0 0 / a 5 O V E R L A Y _ _ _ _ , _ Y l S T A/ 8 6/. 3 7 4 1 � , � , , , ; ' ELEV - 392.56 -- � _ . : �. ,T, - � - ELEV = 402a78' - - - - - - - - - ELEV = 3 .2/ - - - - - _- - - __ -- -- 88 ' � -- - - - -- -- _ _ i _ II N� � � � � � � � � � � � � � I` II � -- END MILLIN� FOR KEY -lN - - - - - - - i — — — — — — — — _ __ - _ � - - - - - i- -Yl - ST A /9 +//e37 ; ��J ' � - - - - - j - �- , 400 .B00%-- ---- �_:_ -- -��__�:T.. _ . _ - � _ _ _ _ __ _ I _ �_ ELEV = 387e30 - - -- - 400 __��;��;;� - r-�i.o7i------- r-�i�3 I- , - TlE TO EXISTIN P V MEN -- � --------- -----!----------- . - ;_ �-- _ _ - G E T N :_ _. -------------- - � -- , - _ _ � � -- z f-1/.33% '---- _-� �360% � _ � O BEG/ SPEC/AL -Yl - ST A ll +l0 RT � - - i_ -- - - �k � �� _�-__ ; 3 9 0 __ f - E o sPEc�,a� - - 3 9 0 w r� sra �o �o N , � ELEV = 40/J5' -Yl- STA /2f60 RT DITCH GRADE RT EX/ST/NG GROUND ____ - � � i � � i i i i i i ELEV = 396.00' -Yl - ST A/3+50 RT -yl - ST A/4+00 � i i ------------ i i i i i i ELEV = 394.80' ELEV = 393.00' � -Yl - ST A l0 +40 RT BEGIN SPEC/AL � � i;, � i ELEV = 399.35' i i i i i: I ,; ---� -J0.30'/. I i i i � i i i .-_____________--------------------- i i i - DITCH GRADE LT �, i i i i � i----------- 3 8 0 -ri - srA i�+so �-. �s,2�• �-- 3 8 0 ,., � ELEV = 382. 6' � . , � , , , , , , � ia �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 ii i� i i i i ii i ii i i �i . i_ � � � i i i i i i SEE —L — PFL FOR i ,; � � � � � � � � � � � �; � � � � ; D/TCH RE�IAINDER E D SPECIAL � � , � � � �� i � i � i i ii iii i�i �i i� i i i � D/TCH GR E LT ��i �� i i� �� i i i ii ii i iiii i i ii i i ii ii i i i i i i —Yl— STA 18+25 LT —Yl— STA /9f00 i i 'i i i i i i i i i i i i i i i i ELEV = 382.2 ' 3 7 0 ECE v = 3-n.s�� 3 7 0 , �, ,� ,� �i ��iii iiii i� �� ii �i i i i i i i i i i i i i i i i i i i i i ii ii ii i i ii iiii ii i i i iiii ii iii �i ii i ii iiii iiii ii ii iii iii ii lii Il lii ii iili ili liii iiii ii i i I I I I I I I i i i i I I I I ii �ii II� illi I�II lili ilil Il�i i I I I I I I I I I I I I I I I I I I I I i i i I I I I I I I II I II IIII II II I I!I III I i i � i i I I � i I � i i � i l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I 360 � �, �� 360 ii li iiil iili ilii liii iiil 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 II III III IIII II II I I II IIII I I I I I I I I I I I I I I I I I � � i i � i i i i i i i i i i SEE SHEET NO. 4 FOR —Y1— PLAN ;; �� -- : -- . . - -- -- — : _—_ ___ -____ _ . _ _ . __ . _ _ . ____ . -Y1- NC 42 9 10 11 12 13 14 15 16 17 18 19 20 21 . � � � � � � � � � � � � � � ii �ii iI� il�i I�I Ii i ilil II�i i I I I I I I I I I I I I I __.____ ..-. �__. - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 450 � �� _ _. - 450 ii �il i� ii�i ilii �iii iiii ii,i i � i i i i i i i i i i i i i i i i i i I I i i i i i I II I.I 111 �II II I�I �II I I I I I II I I I I I I I II I II I I' I � I�I I� I� � I� I � I I I� I� I�I I� I I I� I � I li � I I I I .�i �i�i �i�i ii�i�i iiiii iiiii ii�ii i�ii ii ( END GRADE ii i i i i i i i i i i i i i i i �� -Y2- STA /5+20e13 � � � � �� . �' ii i � � i � � � i ELEV = 399a27' , i I T lE T 0 EDGE OF LANE i i i i i i i i i i i i i i i i i i i i � i i i i 440 �� ', ; '� �� '� �� '� �'� �' ;', �' �' � ' � � � � � � � � � � � � � � � � � � � � � � � � � � � � 440 � BEGIN MILLING FOR KEY -lN � � ' �' � „' � ' �' � � � i � ;; ,;, ;;,, ;,,; ,,,, ,; ; ;,;, ,,,; ; , , , , SEE DETA/L 29SHEET 2H , , I -L- STA 23+99.0/= , , , , , � i i �ii iiii i i i i ii i I - - - i i i i i i i i �. - - - f I ----- _ _, ___ . _ a , ; , i , � ,, . Y2 ST A/2 +80a00 � Y2 ST A/5 58e/2 ,� i,� �i a�ia �iii i� � � i, i i i i i ELEV = 404073' � i i I i ELEV = 397e70' -� �� ! !' l' i i i i i i i i i i O � I I � �II IIII II I� � I I I I ��II I I I I I I N 43O ' ' ' � ' ' ' ' ' ' ' ' ' ' � ' � TlE TO EXISTING PAVEMENT � � �� END GRADE �� , �� , , :� � � � � � � � � � � � � � �� 4 3 0 i� i� �i �ii �i�i i�� ,�i ��ia i i i i i i i i ii i BEG/N MILLING FOR KEY—/N i i i i ; � i i i i � i i i i i i i i i i i i i i i i i i i i END MILLING FOR KEY —ll1/ — � i i i i i o ' '' ''' '' ' ' BEG/N GRADE ' � BEG/N GRADE SEE DET A/L 2, SHEET 2H , � i � i,�� ,i�� i� � � � �� , -Y2- STA /3+05,00 -Y2- STA /5+95e92 -Y2- STA /7+05e00 � � � �� i i i i i i � _ , i ELEV = 393.25' ELEV - 403e96 - ELEV = 396.14' - .� i� �i�� i�� i�� ____ __ _ � � � � � � � � 42� c�, 42O � � �� I-- - � TlE TO EDGE OF � � � BEG/N SPECIAL P/ _ 1 3+ 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_,_�__�_� DITCH GRADE RT • � - L ANE p ii �ii ill illi ilil li I I II � I I I I II 'Il l II I I I I I I I I I I I I -Y2- STA 12+50 EL = 402.87 � . i i� ii ii ii ii �� E L E V = 4 0 4. 4 2' V C = 7 0' � - Y 2- S T A 1 7+ 0 0 L T � � _ _ _ _ _ _ � K = � E[.EV = 390.50' END MILLING FOR KEY -lN � 410 � �--'- � --____ �I-+ DS = 35 ; Pl = l6 +50.00 -Y2 - ST A l7 +30e00 , , � � � � � � � � � � � 410 � - _ PROPOSED , ELEV 392a83 � ' —___ f-�3 EL = 394.35 T lE T 0 EX/ST /NG PAV E�l�1ENT , , _ 09% GRADE VC = 90' � �� — �-J3/0% �m � K= 69 � � � � � � z _., � _ � 400 �� - --��r� ��5,53i- -___ �-�2.00/ DS = 40 -- _ _ � __- " 400 ._ _ - � � _ � i � � I � � � 65% - - _ _ - - _ _ -J4 4e �_ _�_ � �° � _ -- - -�-�- ' —2 ./ o � � � � � � � � � i �--= - - -- -- __ _ � - _ e N i i BEG/ SPECIAL ------_ _--_ � � � � � � N DlT CH GR E LT � -Jl.lB% � - - = - � -�2.00% , . � � � � - � .3p/ �'�� 67/ � _ _ — N I I I I I I i i ; —Y2— STA 13f00 — (—�3 , ° � � � � ELEV = 402.17' E D SPECIAL �'J2.00% — — — — — � � • — — _ _ _ — � 3�% O i � i � i i � � � � i i i i i i � i � i � i� i �—� � D/TCH GRADE RT �_ '—''' (-J0�60 _/. _ _ � - -- � � � � 390 o � � � � � � � � � � � � � '26� -Y2- STA /5+00 � ----�-�-- --------------- ------ - - - - - - - - - - - � i i -Y2- STA /3+30 RT �-��.09"/< ------------ — _- i i � � , ELEV = 395.50' f -10.65% o i i i i i i i � i i � i � � i i i � � i � i i i i � i ELEV= 400.00 � _� _,_,-_�_'___�____�__-_,_--_� i i i i i i i i i i � E D SPEC/AL E D SPECIAL BEGI SPECIAL — �i DITCH GR E LT D/TCH GR E LT DITCH GR E LT — � �n —- END SPECIAL � 38� �� i i —Y2— STA /3+50 —1'2— STA 14f65 E X I S T/ N G G R O U N D -Y2- srA is+5o - �� o i r c H G R A D E R T 38� Y ELEV = 400.04' ELEV = 396.50' ELEV = 39/,50' Q� � -Y2 - ST A/8 +70 I � � � � � � � � � BEGI SPECIAL , i BEGI SPECIAL N E D SPEC/AL � ELEV = 388.00 -BY - 7 DITCH GRADE RT p�TCH GR E LT ��' i D/TCH GR E LT - � _ -Y2- STA i4foo -Y2- STA 14+54e49 OFF 11e88' RT Y2- STA 16+75 -Y2- STA /7+50 � w __,_ ______ ______ __ � . � � � ' ' � � � i ELEV = 389.75' ELEV - 39020' a u � 370 �� ;�� '� � � �� _ ELEV = 397.26� ELEV = 398a95' - � , � �� , L, �� 370 � i i � i � i i i i i i i � i � , � , . i i i i , � � ,. SEE SHEET NO, 5 FOR —Y2— PLAN �� ` � � � � � � � � � � � � � � � � � � -Y2- SR-1105 (COLEY FARM RD) 0 N \ � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � i � i � � � � � i � � � � � � � i � � � ■ U-53/7 22 , �- _ _ _ - _ _ __ __ __ _ _ __, im e >>> orn ROADWAY DESIGN HYDRAULICS 46O I — - — — _ � _ _ _ �I ENGINEER ENGINEER ' _ J— — — — — -- — — — _ _ - — -- — — — l — — _ l J — --I I l— — — — - — — - — -- — — — I — — — �I 421 FAYETTEVILLE STREET, SUITE 600 -L - STA 36 f05e24 = - — -- — — — — -- — — — — — — — — — — — — — �, RALEIGH, N.C. 27601 j —Y.3— ST ��f0�a�� — _ ___�I ELEV = 4/2e60' -- - _ _ __ _ - - _ _ 450 �' � � , , ;;- - - _ - _ _ - - --- ---_ - - _ -= - _- - � - -- =- _ - - _-- � _ - - _ - __ _ - _ - : -� , � � � � � � � � � � � � ��,��1� �� ,II��v � --- - -- , --- - -- _- - _ _ __ _ ___ _ __ -- -_ -- -- - - _ _ _ - - _ _ _ __ _ _ _ _ - - - - . '� BEGIN GRADE _ _ _ -_ _ - __ _ �� _ �� _ _- =; � -Y3- STA 10+36.75 - - - - - - -- - -- - -- - � ELEV = 4/4a07' _ __ - _ - - - - _ _ � _ �: � � _ � 44O I TlE TO EDGE OF LANE - ' � � - -- - - - -- _ - - - - - � - - � � END GRADE y - - Pl = 17+90.00 � � � ;_ ; i - _ _ - - - - - i - i -Y3- STA /9+00.00 � -- _ _ _ _ - - - - � - - = EL = 424.62' I - - EL.EV = 423e48' � _ -_ i � i -- - - - - -- - - -- - - -- - - -- -- _ _ _ _ --- - � Pl = 11+50.00 I-- - - -- - - -- -- � �C_- 50� TlE TO EX/STING PAVEMENT j' _ . � - - - - - K 25 % EL - 4/8.60 �, - - 430 - - - - - �; - -- I - 430 _r� -- - __ __ __ _ _ _ � _ _ _ _ , __ : ._--,--- - :-_------ - _ - �� = 60' � _ _ _ _- -- _- - -- -- -- _ _ - -- - DS = 30 i � - �_ K=20 _ - - - i _ _ -- - - - - - - -- - . _ - - - - �; - ; � DS = 30 ,�� , � �� 1+�0.9400% f-1/.0358% _� �� I — — __ — _ ` � — _ I 42 0 � +�0.9400% _ _ _ _ — — — — — —r +��.49� _ _. _____-_ : = _- = = — : - _ = = = = = s , � .� � - 42 0 o _ _ _ _ _ - . _ . — � PIPE HYDRAULIC DAT A -- � -- N �-� (+��/ � � �_ ___- ---_.___ .-__:----------"-- 1+11.76% PROP 24"RCP � -- _ - +)1.92` � �� P � — — � __ f ____,.. — _--- � E D SPEC/AL ,, 5, a, , z _ _ _ - - - - _ _ _ _ _ _ _ - - - - _ _ . . _ - - - - - - - DITCH GRADE RT DRAII yAGE AREA = l.8 AC ' - - - O _ - — --------- _ _ . _ . _ - - _ _ _ _ � _- � � - , � ' ' " = = = - = = = = = - . _ - - - - - � � � � � � - - - - - - -- �; ELEV S 42224� � i � . DES/G/ y D/SCHARGE = 8A CFS -�--- -- � DESIGN FRE�UENCY 50 YRS ! w 410 �' ; � ' - - o �r- --�r I-�� -� �� -- - r-�� : - , � _�$ � ._ � I � � I-� �_- - 410 �� + o i DES/G/y H�r ELEVATION = 42/22 FT , i � � i i i i i i i i �'Y? � i i i i i i i i i i i i � i l00 YEAR DISCHARGE = 8A CFS i � i i i i i i -_ : i i i Q� I i i i E � SPECIAL l00 YEAR = 42/22 FT i ;; i;, BEGI SPECIAL � i i � i � I� i i i i i i � � DITCH GR E LT M�V ELEVATION : I � � � � � � � � � � ! -Y3- STA /8+00 OVERTOPPING FRE�UEIyCY = N�A � i i i i i i D/TCH GR IE LT i i i N� I i i i i i 4' 0 � -Y3- ST A l0 +90 � � J ; ELEV = 423.00' OV ERT OPPING D/SCHARGE = N�A 4 O O '�' I E L E V = 4/ 0. 5 0' � � i i � � � � � � � � �u i � � � � � � � � � � � � � � OVERTOPPIIyG ELEVAT/Ol�l = N/A 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! BEG/ SPECIAL i� i i� i � � � � I . : �i �I �i �i �i i i i ii DITCH GR E RT i�i i i i ii i i i i i i i i 'i 3 9 0 -r3- srA io f90 �� 3 9 0 � � � �� .�� ELEV = 4/I.30' � �'�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 ii i -i �i iii i ��_ ��. -.- -. i i � i i I I � i I � i i � i l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I 380 � �, �� _ 380 ii li iiil iili ilii liii iiil 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 II III III IIII II II I I II IIII I I I I I I I I I I I I I I I I I � � i i � i i i i i i i i i i SEE SHEET NO. 6 AND 15 FOR -Y3- PLAN ;; �� -- : -- . . ------ : _—_ __ -____ _ . _ _ . ___ _ . __ . ___ . __ _-_ _ _ . _ . __ ._ _- _ -Y3- WASH/NGTON ST 10 11 12 13 14 15 16 17 18 19 20 21 22 23 . � � � � � � � � � � � � � � ii �ii iI� il�i I�I li i ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 470 � � �� 470 ii ii ii iiii ilii iiii iiii ii i i i i i i i i i i i i i i i i i i i i i i i i i i i I li Ij Iji III II I��I �II I I I I I II I I I I I I I II I II I I I I I I I I I � I�I I� I� � I� I � I I I� I� I�I I� I I I� I � I li � I I I I II II II IIII IIII IIII Ilil lill I I I I I I I I I I I I I I I I I I I I �II IIII II I I I ill ili i I I il li i I I I I I I I II I I II illl III I I I II III II I i li i i i I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I � 460 �,� ', '�'�� '�� '��' ;',�' �� 4 0 � �� ii �ii iiil il�i I�I li i ilil Il�i i I I I I I I I I I I I I I I I I I I I I ! I I I I � . I I !II IIII I I li IIII II I I I I I I I I I I I Q � I � i i � i i i l i I � i I � I I l i I I l i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O . I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I N 450 �� 450 � i i � ,; i , i, � � � i � i � � � � � � � � � � � � � � � � � � � � � � � � � � � � N � i l i I i I l i I � l l I � i i � i�� l i�� i j � i I I I I I I I I I I I I I I I I I I I I I I � � � � � � � i i � � � � � II II ,II �III I II I I II II I I I I I I I I I I I I N I I I I I I I I I I I � � ii I iii iili il I I i illl ii i I I I I I I III I I I II IIII III I I I II III II II � . I i � I I I I I .� i� �i�I III� iili I �� i�i i�i� II i I I I I I I I I I I �, 440 �� __--__ I_____ ____ --_ __ ___ --- -� � � � 440 � �� p i i � i i i I � i I � i i � i l l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � .II III III IIII I II I I II I I I I I I I I I I I I I I I i C _ p i i i i i � I � 430 �� '� �; �� ; �� ; � � � � � � � � � � � � � 430 � - �� ; � ii iii ii� i�i� � i ii � � ii ii i i i i i i i i i i i z `. , 420 �� 420 � � � � � i i i i � i N i N � � i i i I i i I i i i N i i � � 410 �� ; �� ' � � � � � � � � � � � 410 o � � �� i � � �i � ii � � � i i i i i i i i i i o ii iii ii�i i�i� � i ii � �i�i ii i �i � i Q 400 ''' ' � � � 400 � � Y - � � �� i _ � � � � � � � � � . i 390 �� , , 390 �� _ � � � �� ' SEE SHEET N0. 15 FOR -Y3- PLAN �` � � � � � � � � � � � � � � � � � � -Y3- WASHINGTON ST 0 N \ � 23 24 25 26 PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � i � i � � � � � i � � � � � � � i � � � ■ U-53/7 23 , �- _ _ _ - _ _ __ __ __ _ _ __, im e >>> orn ROADWAY DESIGN HYDRAULICS 5� O I - - - - _ � _ _ _ �I ENGINEER ENGINEER ' I' ''' l ''J' L - -- - - - _ _ - - -- - - - l - - _ l J - --I i � _�_� � i_ � � i__�_ I I i I I I I I f - - - - - - -- - - - f - - - I 421 FAYETTEVILLE STREET, SUITE 600 � � BEGIN M/LL/NG FOR KEY-lN � - - - -- - - - - - - - -- - - - _ �, rza�E��H, N.C. 27601 i ' ' ' � SEE DET A/L 2, SHEET 2H i- _ - -- _ -_ _ - - - -- -_ - - - _ - _ _ - - - _-I 500 ' , ; -, � � . � � � _ � � � � � � � -Y4 STA 12+50.00 ; - - --- ---_ - - _ -= - _- - � - -- =- _ _ - _-- � - _ - _ - -_ _ - - - _ _� , � � � � � � � � � � � � �� ]LI��T� �� ]LII��T � r-r �-� � � � � � � ELEV = 472.09' �_ - - _ _ _ - - _ _ _ __ _ _ _ _ _ _ _ _ i T/E TO EX/STING PAVEMENT - -- - - - - �; - - - -- - _ i - - - , j� � END MILLING FOR KEY -lN � _ - - - -_ - -_ - - _ _ � - _ - - - - _ - - - - � 4 9 0 �� BEGIN GRADE - - - - - - - - - - - �� - - - - - - � - - - - - - - � � � � � � � � � � � � � � � _ __ � �_ _ _ _ ;I ' -� -Y4 ST A l2 f75°00 - - - _ _ ; - - � _ _ _ � ; � � � � � � � ELEV = 472.02' _ _ _ _ _ � �_ _ _ _ -. _ - -- - - -- -- _ _ _ --- -- - ', L STA 67+69e28 'i Pl = 13+30.00 - - - - i PIPE HYDRAULIC DATA - ; -- � -Y4- STA 24+34e74 ; � t-� EL = 47/.75' - - �� ELEV = 453077 ' 4 8 0 _ _ I ' � ! -! -. �+ i. . - - - - - _ _ - II - - . _ _ _ - - 0914 2� �P , � - �_ i � � _ � .1 Vl. _ �� -- - . -- --- --- - _ - -- - - i _ K = 46 - - - - �; aRaNacE ,a�Ea = 2.� ac ;_ ' - - - - - DES/Gly FRECIUENCY 50 YRS -BY - 2/ ' �� e e DS = 40 � PROPOSED GRADE �_ _ __ � -- oEs�cN a�scH,a�cE _ �o.o cFs � � _ _ _ _ _ _ ( -J0.28/ l -J0.50/ � -12.8 ° I � -� � _ �� _ -- - � i Ari = 447.33 Fr -Y4 - ST A 2/ +62.90 OFF 2.74 RT � � 470 - - - - _ _ �i ,_- -- �_ � � � � -- -- - - oESY N S�Ev� oN - . - 470 ------- __ _ _ _ _ , -- - - _ . 0 9i - - _ _ I I- � _ __ _ '� _ + , N = Fr END GRADE � � ' ! . _ _ _ _ � 00 EAR Dl H GE lOA CFS . . _ - - - : : r 7 -.-� - - _ _ '�� l8 35 00 - P� l00 YEAR Hy� ELEVAT/0 447.33 v� '� ; BEG/ SPEC/AL � -Jl'39% - • _ - - _ : - - ' _ _ _ - _ - _ - _ _ _ - - - I� EL = 457.26' p�ERTOPPIIyG FREQUENCY = N/A - � ; i � -Y4 - ST A 23 +84025 _ _ � , Z ' DITCH GRADE RT � � �-JQ � : � - � , . � ' - - � _J405i � - � _ - - VC - 9O oVERTOPPiIyG DisCHARGE = N�A - ELEV = 452e76 - � i --- - ; -Y4- STA /3+00 _ _I J , o . `32i ti - _ -. - : : - - - �_ �2.3� _ _ K = 7/ � _ - _ �_J2�o/. __ _ _ _ OVERTOPPING ELEVATION NiA _ T/E�TO EDGE OF LANE 460 4 6 � � i � � � i � � i i � ELEV - 469.67 �� v o 00 , -- 6! -- 4 � � Pl N _ DS 0 > _ 22 65.00 w i i I i i I I i i I i i I + i� op -�. -----____ �� ( - ► i � ' ' ' ' ' BEGI SPECiA� '� !'' � `� � o b � J r= ' - - � � - �'�3.8 - � -J/ 6 / EX/ST lNG GROUND E� = 450.38 �� ! � � � � � � � � � � oircH cR E �r � � Q Q� +� __ � o J34i� �----. 9i �2�47 -_ ' ° VC = 230' ��-�-�- - i I I I I l i I i � � �cV I i l i pb i - � �� 1 � i i i -Y4- SrA 13f00 i � n v, n �� o. ��. � .� '� .� ----____ � � K = 64 -. .. ___ _ • l > > j O� � -__ _- � � i � � � � � i � � ELEV - 468.6/ i , ��u � W i ti � i * o�� i � �. ---------- �� DS = 35 450 � � �'� �� ' �W �w `�� ; �'�Q`� --- g� � -� �-12.3/%----_-_---------_ _� ___ _ �+�200°� 450 � � � , W � Q � � �► � °'• + � � �'�5.3 , - 7 -J1.60% - - - - - ' - i �i il ili i_ i I I I I . I �I il I I �b O% _ ° �� - � Y � � � � � � � � • � � � � � � � � _ � � � � I � I I � I I _ . � . �I . . � � . I . . _ � � � _ ' ' _ � � � - - - - _ � � _ _ � _ _ . . � W �� v� o , i_ - i �i i i i i i ' ' i 'i i 'i i ' ' i � i � �' , � Q �r `� N �o � �447j' - " "� � ( -)0.66% i i i I i i I i II i i i I i i ! I I i i I � W�� Q � N � ._+�470e li i i � - ``�'-- �� , i � i ,i � � ii iii a�i �i i � i � � � �� i � � �� ,�� PROP 24"RCP � � �� i� II II I IIII I i II I I II II I I � W I � I i i i i i i i i i i i i i i : � � J � �u Q�r _ oo � END SPECIAL 440 �� ' � '� � ` o�rcH cRaoE Rr � 440 � � � � i � � i i � i � �� i � i i i i i i i i i � ��u � u �� v�, „ . i o; � � �o> i � � � � i � � i � � i � � � � i � � i � i lii I�i� �i i��li ��i �iii ii�i ii i i � � rn � - i i i i � i i i i � � � N o o, ,. - Y 4- sr A 23+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 �J E D SPECIAL Q� �� `�� ELEV = 447.00' j i i i � i i i i i i i i i i i i� i i i i i �- � � �u DITCH GR E LT � � c'v �n Q� . SEE -L - PFL FOR '� � � � � � i i� ' -Y4- STA �9f50 v' � Q� � �� oircH REMAiNoER - i i I i i I I I i I I i i I i I i I i I i i I I I I I I I I I I I I I I I I I I I i ELEV =�SA� � J � �� W � I I I 430 � �, �� _ � � ��, � �� , 430 ii li iiil iili ilii Iiil iiil iili i I I I I I I I I I I I I I I I I I I I I I I �� II III III IIII II II I I II IIII I I I I I I I I I i I � � i i � i i i i i i i i i i � SEE SHEET NO. 9 AND 16 FOR -Y4- PLAN ;; �� ; �� '�� ii iii iii iiii ii i i i ii i ii i �ijii�ll -- : -- . . ------ : _-_ __ -____ _ . _ _ . ___ _ . __ . ___ . . __ _-_ _ _ . _ . __ ._ _- _ -Y4- SR-1110 WILBON RD . . ___. _ _. _ _. _ _ ._ . _. _. ___ . ----- __ . ----. __ _ _ _ ---------. ___. ---__ ____. . ---- --- - ----. i � 11 12 13 14 15 16 17 18 19 20 21 22 23 24 . � � � � � � � � � � � � � � ii �ii iI� il�i I�I Ii i ilil II�i i I I I I .__,_. ___.____ ..__ . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 490 � � � � � � � � � � � � � � � � � 490 �i �� i� ii�i �i�� i ��i� i� � i , _ ,__, ___ � � � � � � � � � � � � � � � � � � � � � � � � � i ii � �i iii �ii i� �� i ��ii �i i i i i ii �� BEGIl1/ GRADE 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 ii ii �i i�ii �iii iiii ii�i i�ii i r � i i i i i i i i i i i i i i � � i i i i � �i i i� i i � i i i i i -Y5 STA 11+40.82 i� ii� i�i i � i i� �i i i _ . �� i � i � � i i� i i ii ii�� i�� i i � ii ii� i� i ; ' '� ; , , ELEV - 442e64 ' ' ' ' � T/E TO EX/ST lNG PAV EMENT 480 �' ' ' � � � � � � � � � � � � � � � � � � � � � � � � � � 480 i � �i i ��i ��i i��i � �i i�� i�� 'i �i i�'i i_ END GRADE i i i i i 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, � �iii i�i, i i i i i � � i� -Y5 STA 11+95.7/ i i i i i i i � � i i i i 4 . i ii �ii iiiii i � ii iii� ii � ELEV = 444a77 - i i i i i i i i i i F T lE T 0 EDGE OF LANE � �- � ii �ii il il�i I�II li i i li 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 � O I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � 470 �� - � 470 N � �� ;� ,,, �� -L- STA 87+55e90 � � � � � � � � � � � � � , � � , � � , ,� ,� , � i� ia ��i ��ii �i�i i�,� ��i ��ia �i i i i i i t � i �i i i i i i i i i i i i � i i i i N i i i ii i ii i i ii i i i i ii i ii i i i ii i -Y5 - ST A/2 +32.52 i i i i i i i i � ELEV = 445v02 END GRADE o�'� �, ,�� I , � � �EE DETAl�2S�EET 2HN '� � �� . i ' ' i i i i i i BEGIN GRADE , � � � � 46� ;� �;�� ;�� ;�� ; , � _ ____ __._ _ __ -Y5 STA 17f42e59 � � � � � � � � 46� � i i i� iiii iiii ii ii i ii�i ��i i i Y5 STA /2+69033 �� , ii iii iii ii i i i i i i i i �ii,�, � ELEV = 423.77 c ! ! i ELEV = 444028' p ii �ii iI� il�i i�il li i l li i I I I I I i I I II I II I I I I I I I I I I � . ii iii iii iiii i ii i i ii i TlE T0 EDGE OF LANE � i i i i i i; ____-i i i . � � � _. , o ! ! Pl = 13+57.00 � 450 � i i i � ' ; _ EL = 442.53' - PROPOSED _ 450 -. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' �. �� VC = l70 -� GRADE END M/LL/NG FOR KEY lN � , � � � � � � � � � � � � � � � �� ; � � l 10.68% K= 45 - -Y5 ST A/7+67059 � _ ' .88 � - - � -J2.0 �S - 40 �� EL = l 43/534 � ELEV = 422.80' ii iii ii� i�i� � i ii � � ii ii i i C /, _ _ e i i i i i i i i i z+3 ___ � - 0� �. ; _ �, VC = l20' T/E TO EX/ST/NG PAVEMENT � 440 :�� _ �-_�_ �s8oi K= 64 440 . _ , . -, = 4 �. . � ' - DS 0 o i I i i � � � � i � �� N � - � � � N i ` � � � i i i I i i I i i i � � 0 430 ',� ,�� ' � EX/STING GROUND '-� �-J3 3/ � � 430 O _ � I � I � I I I I I I I I I � _� �� I ' I I I I I I I I I I i i � PROP /5" RCP � - " ' - - - - � �� PiPE HYDRAULiC DAT A - - - - - - _ _ + + _ _ _ r �393� , � , , �-�2.53% �-'--- o ii iii iiii iiii i i ii i iiii ii i ii � i�i9 /5'RCP BEG/ SPECIAL �`�- i i i i i i i i i i i i i � � O DITCH GRADE RT � ' Q DRA/ AGE AREA = l.3 AC i BEG/ SPECIAL �'13.7ytj - - �_ '- - _ _ � _ � _ _ � 4 2 0 �� ; �I N -Y5 - ST A/5 +00 �_ D/TCH GR E LT �387° �� 4 Z O � � �� DESIGN FREOUEI yCY = 50 YRS ELEV = 428.50' � � - - � � � -Y5- STA /6f08 - ► . i = 4.0 CFS � - - DES/GN D/SCHARGE _ _ Y I � � � � � � � � � ELE - 426.00' -_ V i � DES/GN Hy� ELEVAT�ON 43/.93 FT - - ' E D SPEC/AL - l00 YEAR D/SCHARGE = 42 CFS i E D SPEC/AL � i� I i� �'' I� �� I'� l00 YEAR H� ELEVAT/ON = _-___ _- DITCH GRADE RT '--_ ---- � � � � �- - 43/.97 FT DITCH GR E LT 4 � O ' � ! � � ! � � � � OVERTOPPING FREQUENCY = N�A -Y5 - ST A /6 +50 -Y5 - ST A l7t/5 �� , , 4 � O �� . � � � � � � � � � � � � � � � � � _ /q = 4 4 7' _ ELEV = 422.00' , i i � OVERTOPPING DISCHARGE N ELEV 2. 0 OVERTOPPING ELEVATION = N/A , � i - - SEE SHEET NO. 11 FOR -Y5- PLAN �� ` � � � � � �N� � � � � � � � � � � -Y5- BR/DGE ST N 400 400 � 12 13 14 15 16 17 18 19 � PROJECT REFERENCE NO. SHEET NO. � � � � � � � � � i � i � � � � � i � � � � � � � i � � � ■ U-53/7 24 , �- _ _ _ - _ _ __ __ __ _ _ __, im e >>> orn ROADWAY DESIGN HYDRAULICS 5OO I - - - - _ � _ _ _ �I ENGINEER ENGINEER ' I' ''' l ''J' _J_ - - - - -- - - - _ _ - - -- - - - l - - _ l J - --I i � � � i_ � � I__�_ I I I I I I I I I I I -- l- -- __ _ _ _ __ _ - - -- _ _ - = f - _ _ = i 421 FAYETTEVILLE STREET, SUITE 600 i i i i �i - -- - - - - -- - - - - - - - - - - - - , RALEIGH, N.C. 27601 � � � � i � - -- - - - -- _ -_ - - - --- - - - - - _ I 490 �' , ; -, , � . � � , _ �, � � � � � � � � � � � � :;�- - - - _ _ - - --- ---_ - - _ -= - _- � - -- =- _ - - _-- � _ _ - __ _ - - _ : -� , � � � � � � � � � � � � ��,��1� �� ,II��v� � i : _� � � � i � � � � ��- - -- - -- _- - _ _ __ _ --- - -- _ _ _ _ __ -- - _ -- -- - - _ _ i _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ . � _� - - -- - - - - i _ i _ _ � -� - - - - -- - � � - '_ - - -- - - - - - -- - -- I-I- I I- I- �- I -N- - - - - - l� �, I I ,-!-�i -�i-! - -- _ - - -- - - - - � i � � i � - -- - - - � - - _ ' _ � 480 '� r , , � -�- � , . � �--�- -F-� �- ; : � ;- - -- _ _ BEG/N /e5" M/LL A D OVERLAY � � � � - - - �; � - - - - - � � , � � -- - - - - � - - - - - _ i � C�� : r _ _- - -- _ - -- - -- - -- - - -- -- -- - _ _ _ -Y6 - ST A /3+75e/0 - - _ - - - - - - - _ - - __ � - � � � � � � � � �� r =- _ _ -- _ - ELEV = 454.06' -y6- POT Sta,14f79e78 = _ _ - _ _ I � 4 7 0 '� � , ; - - - - _ _ -L - POT Sta. l04 +72.04 = - _ - - ; - � , 4 7 0 � � � �� -- ----- -Y7- POT Sta.104+72s04 i_ � � _ _ _ __ . :�_ -- _- -_ _- - _- - . _- __- _-__ _ _ - _ _ - -- -_ � -- _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ , _ : - - - - _ __ _ _ - - - _ i ELEV = 453e76' , ' � u_ u_. u__i_ i _ _ - - _ - - - _ _ 'i END l05" M/LL AND OV ERLAY I', I _ , - - - - -- - - - - - -- - '- , , , -- --- - - - - -- -Y - + 9/ ' � � � _= I 6 ST A l5 33o I; I r r � �� - - - -- - - - - ; 460 ' . _ __ _ __ _- --- -- - __ __ -- _ _ _ __ _ __ __ _ ELEV = 453.3/' - _ _ - _ _ _ _ _ _ _ _ - - - - - -- - 460 -- - - , -- ; � -- � _ � - - - - - � � - - I _�-; �� il 'I - - - - _ _ - _ - - N i I -- - - - _- I y i I I I� I i I i Z� - - - - -- - -- - � � � � � � � � � - - - � -- - O� ! - -- - - - - - - -- �i — — — — — _. _ _ - - - - ,-_- I� ; � I : �. �_ - - - - - --- - N I � � � � � � � � � � � � � � ' . - 450 � � � --�� ,I '� �� .';- -- - �� _- - - � _ - - : , , I-;-; - - 450 w ii �ii i� ii�i i �i �i i i ii�i � � � � � � � � � � � � � �� ' ' ' ' ' ' ' EX/ST /NG GROUND i i i i � � � i i � i i � i i i i � i i � � i i � i i i i i i i i i i i i 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 iii iii ii i i i i i i � i i ii �ii il il�i I�I li i ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I 440 �� ,� � � � � � � � � � � � 440 �� a �� ia �ia� ia� ��:� ;a�a �� i � i i i i i i i i i i i i � i i i i i i � � i i � � � � � � � � � � ii ii� �ii �iii i i ii i i�ii ii i i i i i i i i i i i i i i i i i i i i i i i i i i i i, I I i I I i I i i i I i i, i I I i i I I I ' I I I � I� I �I I I II III III II I� I I I I �I � I li � I I I II II I IIII I I II I I II II I I I I I I I I I I I I I �I I I I I I I I I I I I I I I � �i i� i� 430 � � � �� ,, ,, ,� �� 430 lii I�lii ;i ii�i i�i �iii iiii ii i i � � � � � � � � � � � � � � i i i i I I I I ii �ii iI� illi I�II lili ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I II IIII II II I I!I III I i i � i i I I � i I � i i � i l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I 420 � �, �� 420 ii li iiil iili ilii liii iiil 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 II III III IIII II II I I II IIII I I I I I I I I I I I I I I I I I � � i i � i i i i i i i i i i SEE SHEET NO. 12 FOR -Y6- PLAN ;; �� -- : -- . . ------ : _—_ __ -____ _ . _ _ . ___ _ . __ . ___ . . __ _-_ _ _ . _ . __ ._ _- _ -Y6- NC 55 BROAD ST . . ___. _ _. _ _. _ _ ._ . _. _. ___ . _ _ __ . ----. __ _ _ _ ------ --- . __ . ---__ ____. . ----. __ - -_-_ _ _ . -____ i � 14 15 16 � � �� i�� i� i� � �� i� � i i i i i i i i i i i i i i i i i i � � � � � � 4 (� i i i i i i i i i i i i i i i i i i i i ('� 7 0 i�i i i I i � i i li i i i i i i li li i i li i i i i i i i i i i i i i i i i i i i i i i i i i � 7 O i l i ` i l i l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I II �III III I I I II III II I ' '� -Y7- POT Stao 104+72a04 = 4 8 � �' � -L - POT Sto. l04 +72<04 = i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i �� i � � i � � � i i � 4 8 0 � i � ii i � � —Y6— POT StOo /4f79a78 �� i i i � � � � � � � � � � � � i i i i i i i i i i i i � �� i�� ELEV = 453.76' i i i i i i i i i i i i i i i i i i � i i i i a ' '� BEGIN MILLING FOR KEY -lN ' ' �p i i �; i _ �_� �. _ I � _ I l I I � I. ___�_I_ 1 I__ _ l I J I. 1 J_I__ � SEE DET AlL 2, SHEET 2H � � � � � � � � � � � � � � � � � � � � � � � � � o � � � — � � � � � � � � � � � N 470 ! � � - -Y7- STA 105+15032 �_ 470 �� , � � � � � � � � � � � � � � � �� i i � i � ELEV = 453002 � i i i i i i � i i i i � i'i —BY — 27 , _, � � � � � � � � � � � � o ; I' � END MILLING FOR KEY -lN -Y7- ST A ll0 +86.89 OFF 2/.l5' LT END GRADE � ELEV = 444.52' ' BEG/N MILLING FOR KEY -/N � � � � � � � � � � � � � � � � � � � � � � � � � � � � � , � � BEGIN GRADE ', °' ;, � -Y7 - ST A l05 +50000 , � , SEE DET AlL 2, SHEET 2H I I I I I I I I � 4 - - - -Y7- STA 113+00.00 4 60 60 �' �' W o ELEV = 4520/7' Pl = 106+70.00 � � � � � � � � � � � ELEV = 44/a08' _ '_'- ' � ? N EL = 448.22' i i i i i i i i i i i i i i_ Pl = lll +35.00 � i � i i i i i i i i o � � - � � . � �_ = o _, V C= 240' � EL = 444.50' � � � - � o �� __ �-�2. 4� i , �_ K= 96 END MILLING FOR KEY-lN � Q � , J3�29% DS = 50 . KC - 86 ' _ -Y7 - ST A ll3 +470/4 �� 5 � � �w __ � � � � � � , _ � � � � � � � � � � � � � � 450 _ . — — 80% DS = 50 - ELEV - 439093 � W � , _ _ _ ( -l0_ _ - , - T /E T 0 EX/ST lNG PAV EMENT ; � _ _ — _ __ � -�-� cn —--- --— (-)0.80% _ � iirti : � i ii � � ii -'-------------- __ ° �-i2�7% i i i i i i i i i z - - - - - _ ° _ � `. � - _. _ _ - - _. _ _ _ - _ � 440 : � � � � _ � � � � � � � � � � -_ � �2.o�i ; �; M �;,,_,-,—_ _ _ 440 `° � EX/STING GROUND ;� �_J2.44j — � � _ _ _ � � i i i � i , ___ _' � N I � � � _ � � N.. . . ► � _ � � i i i I i i i �� I I � � I � 0 430 ',� ��; � : � �� 430 � i , _ i i � il i ��I ''_ '_ ' �� , ��, , � I I _ � II III I i I II i ilil II I il I I � -BY- 28 Q 42 � � ' � -Y7- ST A//7+79e37 OFF 1s00' LT 42 O � ' ' ELEV = 426,57' � _ Y li � � � �I �I i . _ � � � � � � . i � � , _ 410 �� ' ' :- � �� ' � � � � � 410 i i i i i i, i i i i � I I I �� ' SEE SHEET NO. 12 AND 13 FOR -Y7- PLAN � 400 � � � � � � � � � � � � � � � � � � -Y7- NW JUDD PARKWAY 400 N \ � 105 106 107 108 109 110 111 112 113 114 115 116 PROJECT REFERENCE NO. SHEET NO. � � � � i i i i i i i i i i i i i i i i i i i i i i � ■ U-53/7 25 , �- _ _ _ - _ _ __ __ __ _ _ __, im e >>> orn ROADWAY DESIGN HYDRAULICS 49O I - - - - _ � _ _ _ �I ENGINEER ENGINEER ' I' ''' l ''J' _J- - - - - -- - - - _ _ - - -- - - - l - - _ l J - --I i � � � i_ � � I__�_ I I I I I I I I I I I -- l- - __ _ _ _ __ _ - - -- _ _ - = f - _ _ = i 421 FAYETTEVILLE STREET, SUITE 600 i i i i �i - -- - - - - -- - - - - - - - - - - - - , RALEIGH, N.C. 27601 � � � � i � - -- - - - -- _ -_ - - - --- - - - - - _ I 480 �',; —, ,�. �� _ �,�� :;�— — — — _ _ — — ------_ — — _ —= — _— � - -- =- _ — — _-- � _ _ - __ _ - — _ : -�, � �� ,��1� ��,II��v� i i i : . _i i i i_ i i i i . i � il- - -- - -- _- - _ _. __ _ --- - -- . .. _ _._ _.__ I .. -- -._ -- -- - -. _ _ � _ - - . . _ _ _ _ _ _ _ _ _ _ _ _ _ . I _1 1 l � -� - - - - - � � ; _ i �� ,_� I� ,-�_�� -, ;-�;-!, !_� _ -_ -_- _ - - - -_ - -_ -YS- STA /3+48e62 = -- -- I - -_ - -- - 4 7 0 -. - —_ — _ — _ _ _ - —o — r _ — � . I - - : I I � -- - - -- - , . I r � S%A �� f0� �0 I � � . r - - - I -i - - - - - - ,- a- - -- ELEV = 442°04' � �. END GRADE � � �_ _�_ � � , , � � � � � �I , i i � � ' _ _ _ _ _ _ � BEGIN MILLING FOR KEY -lN - - - - _ - - __ : � _ _ i � ��c i� . � - - - -- - - -- - - -- -- , _ � r , SEE DET A/L 29 SHEET 2H - _ _ � - ;I r - - - -- - � -DWI- STA llf9Q.00 = _- - - i � � - _ _ _ - BEG/N GRADE . - � _ -________ � - - - -- 4 6 0 '� ', � �'� '� -DVV l- ST A l0 f/2.00 � ELEV - 439e66 I 4 6 0 i_ � � . _ _ _ __ . :�_ -- _- -- _- - _- - -- --- --- _ _-_ _ - -- -_ _ -- _ _ _ _ __ - - _ _ _ __ _ _ , _ : - - - - _ __ _ _ ELEV = 44/e80' � ; _ ' , � i-' - -- -- - - - T lE T 0 EDGE OF LANE - u_ u_. u- �- ! - - - - - - - - - - - - - - - ! ';� -�-', ' ; , � ' '� ' ' ', �� -, - -- - - - - Pl = 11+75.00 END M/LLING FOR KEY-lN - � -n � _ r � �_i - - - 450 ' . .r __ _ __ _- - - -- - __ __ -- -- --_ _ __ - EL = 440.53' -pl�ll- STA /2+OOo00 - _ - _ _ _ _ _ _ _ _ - _ - - - -- - 45� �; _� - - - - - � __ P - - - -- -- _ _ _ _ _ _ _ ROPOSED ELEV - 438035' _ , _ ' - _ _ -- _ - T lE T 0 EX/ST lNG DR/VEW AY - _ ; � �;_- '; - - - - - GRADE Z �� -- - - - -- - f -1/3.12% - �, � - - - - - - -- - - - - o - - - -- ,-_- — — -- -- _ �—�0.�8� _ I . — — _ - — 440 o II �-;- ;_ - , ; - � � � _ -- - - - - -- _ e � —� . � _ y-- - - - -- - — 440 i I i �II iili i �I� _ _li _liii _li_ - _ _ _ _ - - - - - -- - - - � - -- - - � _ - - , i i I-�i - w ii lii� II iili i II li i i li I r ' I I I I I I I I I I I I � I I I I I I I I I I I _.. � i i l i i l i i l i i l i i I I i i l i i I I I I I I I I I I I I I � �� I I I I I I I I I I I I I I II III III II I I I I I � = I^ I I, i I � ♦ ii �ii iI il�i I�I Ii i ilil II�i i I I I I I I I I I I I I I I I ��il .- - I ♦� I � I I I I I 430 � � � �� - --� � � � � � � � � 430 � , � , i l i i i I l i i � i� l i� i� l l i i I I I I I I I I I I I I I I I I I I �� I I I I I I I I I � i � i � ' i �i ' i � �i i � � � i �i i �i i i � �i � EX/ST ll�lG GROUND i � � i i i i � � i i i, I I i I I 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 III III II I� I I I � �� I �I � I li � I I I �II II I IIII I I II I I II II I I �� I �� I I I I I I I �I I I I I I I I I I I I I I I � �i i� i� 420 � � � �� ,, ,, ,� �� 420 lii I�lii ;i ii�i i�i �iii iiii ii i i � � � � � � � � � � � � � � i i i i I I I I ii �ii iI� illi I�II lili ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I II IIII II II I I!I III I i i � i i I I � i I � i i � i l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I 410 � �, �� _ . 410 ii li iiil iili ilii liii iiil 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 II III III IIII II II I I II IIII I I I I I I I I I I I I I I I I I � � i i � i i i i i i i i i i SEE SHEET NO. 11 FOR -DW 1- PLAN ;; �� -- _ -- , . - ---- — _ _—_ ____ -____ _ . _ _ . ____ _ . __ . ____ . . __ _-_ _ _ . 10 11 12 13 . � � � � � � � � � � � � � � ii �ii iI� il�i I�I li i ilil Il�i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I li II il iili ilii liii iiii ii,l i i i i i i i i i i i i i i i i i i I I I I I I I i I I I I I I I I I I I I I I � I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I� I I� I � � I� I � I I I� I � I� I I� I I I� I � I I i � I I I I II II II IIII IIII IIII Ilil lill I I I I I I I I I I I I I I I I I I I I �II IIII II I I I ill ili i I I il li i I I I I I I I II I I II illl III I I I II III II I i li i i i I I I I " I I I I I I I I I I I I I I I I I I I I I ! 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I i � I I I I I .� i� �i�I III� iili I �� i�i i�i� II i I I I I I I I I I I � I I I� I I I I I I I I I I I I I I I' I �� I I I __ ___ --- _ --- - -_ _.-- - ---._ _. �� _ _�� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C p i i � i i i I � i I � i i � i l l i i i l i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � .II III III IIII I II I I II I I I I I I I I I I I I I I I i C _ p i i i i i � I � I I I I I I I I I I i I I I I I i I I I I I I I 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 III Ili lili i I II i i II II I I I I I I I I I I I Z �- i � I I I i I I i I i I i I i I i I I I i I � OI I I i i i i I i N i N � � i i i I i i I i i i N i i �� i �i �ii ��i ii i i �� i i�� i � i � i � � � � � O � I � I � I I i I I I I I i I S� � I I I I I I I I I I I Q II III IIII IIII I I II I IIII II I II � I Q I i i I i � II i Y 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 III II il � � i I i i i i I i I I I i i i I I I I I I I I I I I I I I I I I I I I I _ � I I � I � I I 1 I I I I � � � I I II III Ili lili i I II i i II II I il I I I I I I I I I � � � � � � � � � � � � � � � � � � � ' � � O N \ � \ � C � i � � � Q � 0 N N 0 � � � � � � 0 � � � � z � 0 N N � N 0 � 0 � 0 0 � i Q � � � 0 N � � � �"I'.�� "I'I��: C�)I�� \�C�)I'�"I'I—I � �.�� I'<<�)I. 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' � � � .. � , r � �; I — �. rn - _ ;- - �� _BROAD STR � � ---� o. � --- �- -� - - _-- � � EET � � , - - � i � �_ - - I --- / _ - -- --- � � I � /� �' i� ` � , - - - — — - , i �� , � � � ��y � U - �—� — ___ - -- OI '� � � - - � ' � -- �� 401 � o , - , -- �� , - , , - ---� � --- I -g - � a � � � � , �_ :� - � _ ;, - _ , / � -� , ,, � � ; � � - -� � � � � � � � � ----- - � �: � ' � �� - � � ,_ � �h'E�A i ACAQEMY' STREET � - ! - - -- s wE ,, � � , ; ,,T� - - - _ sT R�� , 42 , � - - - -� , � '�, R P � ' � _ � � ANGIE`R � � �, � j � � � � , � , .� � _�' � -� , � � s � �— N � � � � ' � � - , � _ � R �,�� i- � � � � � �, ' � i Q � -- ' , � �( � i , � � , 0 , � � -� 0 � N��S 5.� REE �'�, �_ � B EG I N ,'_ --- �� I I -� �� ,- �R MY P ROJ E CT ' � HOLC \ / N pE P� p. AN� F�OAD -" -� V / � ' - ' 401 i _ ,�. - � � � _ � , __ _ _ _ - G � -� 111. C.D.O. T. WORK ZONE TRAFFIC COIVTROL � o F - p I561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 2 76 9 9-1561 �� NORr�y �� 750 N. GREENFIELD PARKWAY, GARNER, 11iC 27529 (DELIVERY) ,�5 oF c�\!y �^ d� _ _ I ' ,�N� PHONE: (919) 773-2800 FAX: (919) 771-2745 � �`� �o� �,� ��:� :,�, 0 �- — O �e- � cn ,��,a^s', �"�'��` ��°�� ,. J. S. B 0 U R N E P. E. � � . � STATE TRAFFIC MANAGEMEIVT E11tGI11tEER � � � � �a �� o DAVID BISSETTE P.E. ZI�' �� ` ��,��; � TRAFFIC CONTROL PROJECT E11lGINEER � ° °�o o � �� TRAFFIC C0IVTROL PROJECT DESIGIV E1�GI11tEER ��'Fti� sQo�� WORK Z01VE SAFETY F� MOBILITY p�F TR `G L "from the MOUNTAINS to the COAST" TRAFFIC C011lTROL DESIG11l ENGI11tEER rRAFF I1�lDEX OF SHEE TS SHEET N0. TMP-1 TMP-1A TMP-1B TMP-2 TMP-3 TMP-4 THRU TMP-12 TMP-13 THRU TMP-16 TMP-17 THRU TMP-24 TMP-25 SD-1 MATT WEST. P.E. TITLE TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, AND LEGEND GENERAL NOTES AND LOCAL NOTES N/A TEMPORARY TRAFFIC CONTROL PHASING TEMPORARY TRAFFIC CONTROL PHASE 1 DETAIL TEMPORARY TRAFFIC CONTROL PHASE II DETAIL TEMPORARY TRAFFIC CONTROL PHASE III DETAIL TEMPORARY DETOUR ROUTE TEMPORARY SIGN DESIGN 02/22/17 DATE SUBMITTED SUBMITTAL: � STAGING CONCEPT � MIDPOINT � PRE-FINAL X� FINAL DAVID SHINBARA,P.E.(VA CALEB LOWMAN, E.I. ■ im e >>> orn TRAFFIC C011lTROL PROJECT E1VGI11tEER TRAFFIC C011tTROL PROJECT DESIGIV E111GI11tEER TRAFFIC COIVTROL DESIGIV E1�1GI11lEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPR O VED: DA TE: SEAL ��\\ C,4R0�'% , � 0�� ESS% � � �Q�OE O,�q ooq. SEAL � 029876 �� ; q� F�� o�� / //�/�,yE I� S � � �� \ �� e TMP-1 • � ROAD WA Y STA1�lDARD DRA WI1�GS THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1101 .01 1101.02 1101.03 1101.04 1101 .11 1110.01 1110.02 1130.01 1135.01 1145.01 1150.01 1180.01 1205.01 1205.02 1205.04 1205.05 1205.06 1205.07 1205.08 1205.09 1205.11 1250.01 1251.01 � Z � I � O O N N � N � O � 0 � � 0 0 � � J Q � � � TITLE WORK ZONE ADVANCE WARNING SIGNS TEMPORARY LANE CLOSURES TEMPORARY ROAD CLOSURES TEMPORARY SHOULDER CLOSURES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS PORTABLE WORK ZONE SIGNS DRUM CONES BARRICADES FLAGGING DEVICES SKINNY-DRUM PAVEMENT MARKINGS - LINE TYPES & OFFSETS PAVEMENT MARKINGS - 2 LANE & MULTILANE ROADWAYS PAVEMENT MARKINGS - INTERSECTIONS PAVEMENT MARKINGS - TURN LANES PAVEMENT MARKINGS - THRU-LANE DROPS PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS PAVEMENT MARKINGS - ARROW SYMBOLS AND WORD MESSAGES PAVEMENT MARKINGS - PAINTED ISLANDS PAVEMENT MARKINGS - RAILROAD CROSSINGS PAVEMENT MARKER SPACING RAISED PAVEMENT MARKERS GENERAL � DIRECTION OF TRAFFIC FLOW — '— NORTH ARROW PROPOSED PVMT. WORK AREA EXIST. PVMT. REMOVAL OF EXISTING PAVEMENT WEDGING SIGNALS ., F"'y � ;EXISTING f"'i �---- ❑ � ��-� � ❑ PAVEMENT MARKINGS EXISTING LINES TEMPORARY LINES �T � M TEMPORARY �P TEMPORARY PAVEMENT MARKING PAVEMENT MARKING LINES PA - PAINT (4" WHITE, 2X) EDGELINE PB - PAINT (4" YELLOW, 2X) EDGELINE PC - PAINT (4" WHITE, 2X) 10' SKIP PD - PAINT (4" WHITE, 2X) 3' x 9' MINISKIP PE - PAINT (4" WHITE, 2X) SOLID LANE LINE PF - PAINT (4" YELLOW, 2X) 10' SKIP PH - PAINT (4" YELLOW, 2X) SINGLE CENTER LINE PI - PAINT (4" YELLOW, 2X) DOUBLE CENTER LINE PN - PAINT (8" WHITE, 2X) GORELINE PO - PAINT (8" WHITE, 2X) DIAGONAL PP - PAINT (8" YELLOW, 2X) DIAGONAL PQ - PAINT (8" WHITE, 2X) CROSSWALK LINE P2 - PAINT (24" WHITE, 2X) STOP BAR P8 - PAINT (4" WHITE, 2X) 2' x 6' MINISKIP P13 - PAINT (8" WHITE, 2X) 3' x 9' MINISKIP PAVEMENT MARKING SYMBOLS QA - PAINT 2X (LEFT TURN ARROW) QB - PAINT 2X (RIGHT TURN ARROW) QC - PAINT 2X (STRAIGHT ARROW) QE - PAINT 2X (COMBINATION STRAIGHT & RIGHT TURN ARROW) QI - PAINT 2X (ALPHANUMERIC CHARACTER) LE GE1�D TRAFFIC CONTROL DEVICES I � TYPE I BARRICADE TYPE II BARRICADE m TYPE III BARRICADE . CONE � DRUM QQ SKINNY DRUM \ � FLASHING ARROW PANEL (TYPE C) / �U, CRASH CUSH I ON CHANGEABLE MESSAGE SIGN TRUCK MOUNTED IMPACT ATTENUATOR (TMIA) POLICE FLAGGER TEMPORARY SIGNING � � b STATIONARY SIGN PORTABLE SIGN STATIONARY OR PORTABLE SIGN PAVEMENT MARKINGS � CRYSTAL/CRYSTAL PAVEMENT MARKER ♦ YELLOW/YELLOW PAVEMENT MARKER � CRYSTAL/RED PAVEMENT MARKER PAVEMENT MARKING SYMBOLS � � PAVEMENT MARKING SYMBOLS OF APPROVED: ��N NORT ��Gy ��`'� oF �q � ��iiiiiiiiiii� � ��`� �o �,� DATE: ��`��'�� CQR�� =� O ��- �. s ��oFEss�oN.�y'�q� ; � � � � ROADWAY STANDARD ` �Q SEQL y / � m o � =�� 029876 a� =�� , o D RAW I N G S& L E G E N D SEAL ,�o ,` ; � � ,�� ,� F�� o�� ; � oe- 2 %�%�,(' �oN�-�� , � 1 ��Lr �se �O �� i/�< I,I, S �� O� � F T R P �I'�Y/ a \ c //�/llllllll\\�� ` T R A F F� G � z � i � 0 0 N N � 0 � 0 3 � 0 0 � i � Q � Y � 0 N \ � � G ENERA L N O TES CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTA/NABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPP/NG OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVER/NG, OR REMOVAL OF DEVICES AS D/RECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED /N THE PLAN OR DIRECTED BY THE ENGINEER. TIME RESTRICTIONS A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS: ROAD NAME -Y1- W ACADEMY STREET -L- NW JUDD PARKWAY -Y4- SR 1110 WILBON ROAD -Y6- NC 55 (BROAD ST) DAY AND TIME RESTRICTIONS 6:00-9:00 A.M, & 4:00-7:00 P.M. MONDAY THRU FR/DAY B) DO NOT CLOSE OR NARROW TRAVEL LANES DUR/NG HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS: I:t�7_�1 �7►�%►i�il � -Y1- W ACADEMY STREET -L- NW JUDD PARKWAY -Y4- SR 1110 WILBON ROAD -Y6- NC 55 (BROAD ST) HOLIDAY 1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS D/RECTED BY THE ENGINEER. 2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6:00 A.M. DECEMBER 31st TO 7: 00 P.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FR/DAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7: 00 P.M. THE FOLLOWING TUESDAY, 3. FOR EASTER, BETWEEN THE HOURS OF 6: 00 A.M. THURSDAY AND 7:00 P.M. MONDAY. 4. FOR MEMOR/AL DAY, BETWEEN THE HOURS OF 6: 00 A.M. FRIDAY TO 7:00 P.M. TUESDAY. 5. FOR /NDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00 A.M. THE DAY BEFORE INDEPENDENCE DAY AND 7: 00 P.M. THE DAY AFTER INDEPENDENCE DAY. IF INDEPENDENCE DAY IS ON A FR/DAY, SATURDAY, SUNDAY OR MONDAY THEN BETWEEN THE HOURS OF 6: 00 A,M. THE THURSDAY BEFORE INDEPENDENCE DAY AND 7: 00 P,M. THE TUESDAY AFTER INDEPENDENCE DAY. 6. FOR LABOR DAY, BETWEEN THE HOURS OF 6: 00 A.M. FR/DAY AND 7:00 P.M, TUESDAY. 7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6: 00 A.M. TUESDAY TO 7:00 P.M. MONDAY. 8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6:00 A,M. THE FR/DAY BEFORE THE WEEK OF CHRISTMAS DAY AND 7: 00 P.M. THE FOLLOWING TUESDAY AFTER THE INEEK OF CHRISTMAS. C) DO NOT CONDUCT SINGLE VEHICLE HAUL/NG AS FOLLOWS; INGRESS AND EGRESS FROM RAMPS WILL BE ALLOWED: ROAD NAME -Y1- W ACADEMY STREET -L- NW JUDD PARKWAY -Y4- SR 1110 W/LBON ROAD -Y6- NC 55 (BROAD ST) DAY AND TIME RESTRICTIONS 6:00-9:00 A.M. & 4:00-7:00 P.M. MONDAY THRU FRIDAY D) DO NOT CONDUCT MULTI-VEHICLE HAULING AS FOLLOWS; INGRESS AND EGRESS FROM RAMPS WILL NOT BE ALLOWED: ROAD NAME -Y1- W ACADEMY STREET -L- NW JUDD PARKWAY -Y4- SR 1110 WILBON ROAD -Y6- NC 55 (BROAD ST) DAY AND TIME RESTRICTIONS 6:00-9:00 A.M. & 4:00-7:00 P.M. MONDAY THRU FR/DAY E) DO NOT CONDUCT ANY HAULING OPERATIONS AGA/NST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY BARRIER OR GUARDRAIL OR AS D/RECTED BY THE ENGINEER. LANE AND SHOULDER CLOSURE REQU/REMENTS F) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED OR AS D/RECTED BY THE ENG/NEER. G) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORKING W/TH/N 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. H) INHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITH/N 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. WHEN PERSONNEL AND/OR EQU/PMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIV/DED FACILITY AND W/TH/N 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. 1) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORK►NG WITH/N A LANE OF TRAVEL OF AN UNDIVIDED OR D/V/DED FACILITY, CLOSE THE LANE ACCORD/NG TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS D/RECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQU/PMENT REMA/N WITH/N THE CLOSED TRAVEL LANE. J) DO NOT WORK S►MULTANEOUSLY WITH/N 15 FT ON BOTH S/DES OF AN OPEN TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. K) DO NOT INSTALL MORE THAN ONE LANE GLOSURE IN ANY ONE D/RECTION ON NW JUDD PARKWAY, SR 1110 WILBON ROAD. PAVEMENT EDGE DROP OFF REQU/REMENTS L) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENG/NEER, AT NO EXPENSE TO THE DEPARTMENT, M) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARN/NG "UNEVEN LANES" SIGNS (W8-11) NW JUDD PARKWAY, WILBON RD AND COLEY FARM RD OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. TRAFFIC PATTERN ALTERATIONS N) NOTIFY THE ENGINEER TH/RTY (30) CALENDAR DAYS PR/OR TO ANY TRAFFIC PATTERN ALTERATION. SIGN/NG O) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITH/N 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PR/OR TO THE BEGINNING OF CONSTRUCTION. TRAFFIC CONTROL DEVICES P) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER /N FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT, 10 FT ON-CENTER /N RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REQU/REMENTS. Q) PLACE TYPE lll BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. R) PLACE ADDITIONAL SETS OF THREE CHANNELIZ/NG DEVICES DRUMS PERPENDICULAR TO THE EDGE OF TRAVELWAY ON 500 FT GENTERS WHEN UNOPENED LANES ARE CLOSED TO TRAFFIC. PAVEMENT MARKINGS AND MARKERS S) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON /NTERIM LAYERS OF PAVEMENT AS FOLLOWS: ROAD NAME -Y1- W ACADEMY STREET -L- NW JUDD PARKWAY -Y4- SR 1110 WILBON ROAD -Y6- NC 55 (BROAD ST) MARKING TEMPORARY PA/NT TEMPORARY PA/NT TEMPORARY PAINT TEMPORARY PAINT MARKER TEMPORARY RAISED TEMPORARY RAISED TEMPORARY RAISED TEMPORARY RAISED T) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS AS D/RECTED BY THE ENGINEER. U) TIE PROPOSED PAVEMENT MARK/NG LINES TO EXISTING PAVEMENT MARK/NG LINES. V) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARK/NGS AND MARKERS BY THE END OF EACH DAY'S OPERATION, MISCELLANEOUS W) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BR/NG THE TIE-IN AREA TO AN APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL" SIGNS (W8-7) AND BLACK ON ORANGE "PAVEMENT ENDS" SIGNS (W8-3) 500' AND 1000' RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-1 B TRAFFIC CONTROL P LAN � z � 0 0 N � N O � 0 � � 0 � Q � Y � 0 N \ � � PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-3 CONSTRUCT/ON PHAS/NG NO TES PHASE 1 STEP 1 INSTALL ADVANCE WARNING SIGNS ALONG -Y1- W ACADEMY STREET, -L- NW IUDD PARKWAY, -Y2- COLEY FARM ROAD, -Y4- SR 1110 (WILBON ROAD), -YS- BRIDGE STREET, AND -Y6- NC 55 (BROAD ST) AS SHOWN ON RSD. 1101.01. STEP 2 AWAY FROM TRAFFIC, BEG►N CONSTRUCTING PROPOSED NEW LOCATION -L- NW JUDD PARKWAY, AND COMPLETE CONSTRUCTION OF NEW LOCATION -Y3- WASHINGTON STREET AND NEW LOCATION -YS- BRIDGE STREET AND ASSOCIATED DRA/NAGE AS SHOWN ON SHEETS TMP-4 THRU TMP-12. COMPLETE THE TIE-INS OF PROPOSED -L- NW JUDD PARKWAY TO -Y1- W ACADEMY STREET AND PROPOSED -Y3- WASHINGTON STREET TO EXISTING WASHINGTON STREET USING ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY. NOTE: STEPS 2 AND 4 CAN BE PERFORMED CON�'URRENTLY STEP 3 INSTALL TEMPORARY SIGNAL AT -Y6- NC 55 (BROAD ST) AND -L- NW JUDD PARKWAY ►NTERSECTION. STEP 4 WHILE MAINTAIN►NG TRAFFIC AND USING ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY PERFORM THE FOLLOWING: REMOVE CONFLICTING MARKINGS, INSTALL TEMPORARY PAVEMENT MARKINGS (PAINT), AND SHIFT TRAFFIC INTO TEMPORARY PATTERN AS SHOWN ON TMP-8 AND 9. CONSTRUCT PROPOSED IMPROVEMENTS AND ASSOCIATED DRAINAGE ON -Y1- W ACADEMY ST, -Y2- SR 1105 (COLEY FARM RD), -L- NW JUDD PARKWAY, -Y4- SR 1110 (WILBON ROAD), AND -Y6- NC 55 (BROAD ST) AS SHOWN ON SHEETS TMP-4 THRU TMP-72. INSTALL TEMPORARY PAVEMENT MARKING AS SHOWN ON SHEET TMP-5 AFTER WEDGING STEP 5 INSTALL ROAD CLOSURE, DETOUR SIGNING, AND BARRICADES. CLOSE -Y4- SR 1110 (WILBON ROAD) AS SHOWN ON TMP-6 AND PLACE TRAFFIC ONTO OFFSITE DETOUR. REMOVE THE EXISTING ROADWAY AND COMPLETE ROADWAY CONSTRUCTION UP TO BUT NOT INCLUDING THE FINAL SURFACE COURSE. 1NSTALL TEMPORARY PAVEMENT MARKINGS (PA/NT) IN FINAL PATTERN AS SHOWN IN THE PAVEMENT MARKING PLANS. REFER TO SHEET TMP-27 FOR DETOUR ROUTE. NOTES: -PROVIDE WEDGING AS NECESSARY TO TIE NEW CONSTRUCTION 1NT0 EXISTING PAVEMENT FOR SMOOTH TRANSITIONS AND POSITIVE DRAINAGE USING TEMPORARY LANE CLOSURES. -COMPLETE UP TO, BUT NOT INCLUDING, THE FINAL SURFACE COURSE OF ASPHALT. PHASE 2 STEP 1 AWAY FROM TRAFFIC, COMPLETE NEW LOCATION -L- NW JUDD PARKWAY INCLUDING FINAL SURFACE COURSE AND FINAL PAVEMENT MARKINGS AND MARKERS. MA/NTA/N TEMPORARY SIGNAL AT -Y6- NC 55 (BROAD ST) AND -L- NW JUDD PARKWAY INTERSECTION. INSTALL TEMPORARY PAVEMENT MARKINGS (PAINT) 1N TEMPORARY PATTERN, REMOVE CONFLICTING MARKINGS, SHIFT TRAFFIC /NTO TEMPORARY PATTERN AS SHOWN ON SHEETS TMP-13 THRU TMP-16. STEP 2 WHILE MAINTAINING TRAFFIC AND USING ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY, CONSTRUCT PROPOSED 1MPROVEMENTS ON -L- NW JUDD PARKWAY, ON -Y2- SR 1105 (COLEY FARM RD), -Y4- SR 1110 (WILBON ROAD), -YS- BRIDGE STREET AS SHOWN ON TMP SHEETS TMP-13 THRU TMP-16. NOTES: -PROVIDE WEDGING AS NECESSARY TO TIE NEIN CONSTRUCTION INTO EXISTING PAVEMENT FOR SMOOTH TRANSITIONS AND POSITIVE DRAINAGE USING TEMPORARY LANE CLOSURES. -COMPLETE UP TO, BUT NOT INCLUDING, THE FINAL SURFACE COURSE OF ASPHALT, -COMPLETE CONSTRUCTION OF NEW LOCATION -L- NW JUDD PARKWAY THAT BEGAN IN PHASE 1. PHASE 3 STEP 1 INSTALL FINAL SIGNAL AT -Y1- W ACADEMY ST AND -L- NW JUDD PARKWAY INTERSECTION. INSTALL TEMPORARY SIGNAL AT -Y4- WILBON ROAD AND -L- NW JUDD PARKWAY INTERSECTION. INSTALL TEMPORARY SIGNAL AT -Y6- NC 55 (BROAD ST) AND -L- NW JUDD PARKVI/AY INTERSECTION. OPEN NEW LOCAT►ON -L- NW IUDD PARKWAY TO TRAFFIC. STEP 2 WHILE MAINTAINING TRAFFIC AND US►NG ROADWAY STANDARD DRAW►NGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY, REMOVE CONFLICTING MARKINGS, INSTALL TEMPORARY PAVEMENT MARKINGS (PAINT), AS SHOWN ON SHEETS TMP-17 THRU TMP-20. PLACE TRAFFIC ONTO TEMPORARY PATTERN. COMPLETE THE MEDIAN CONSTRUCTION ALONG -L- NW JUDD PARWAY, AS SHOWN ON TMP-17 THRU TMP-20. STEP 4 USING FLAGGER OPERATIONS TO MAINTAIN A 2-WAY, 1-LANE TRAFFIC PATTERN, COMPLETE THE MEDIAN CONSTRUCTION ALONG -Y7- (NW JUDD PARWAY), EAST OF THE -Y6- NC 55 (BROAD ST) INTERSECTION AS SHOWN ON SHEET TMP-21 AND TMP-22. AT THE END OF THE WORK PER►OD, RETURN TRAFFIC TO THE EXISTING PATTERN. STEP 5 USING FLAGGER OPERATIONS TO MAINTAIN A 2-WAY, 1-LANE TRAFFIC PATTERN, COMPLETE THE MEDIAN CONSTRUCTION ALONG -Y7- (NW JUDD PARWAY), EAST OF THE -Y6- NC 55 (BROAD ST) INTERSECTION AS SHOWN ON SHEET TMP-23 AND TMP-24. AT THE END OF THE WORK PER/OD, RETURN TRAFFIC TO THE EXISTING PATTERN. STEP 6 REPLACE CONCRETE MEDIAN IN EXISTING LOCAT►ON AS SHOWN ON TMP-24. USING ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY. STEP 7 INSTALL FINAL SIGNAL AT -Y6- NC 55 (BROAD ST) AND -L- NW JUDD PARKWAY 1NTERSECTION. INSTALL FINAL SIGNAL AT -Y4- SR 1110 (WILBON RD) AND -L- NW JUDD PARKWAY INTERSECTION. STEP 8 USING ROADWAY STANDARD DRAWINGS 1101.02 FOR TEMPORARY LANE CLOSURES AS NECESSARY, INSTALL FINAL LAYERS OF ASPHALT AND FINAL PAVEMENT MARKINGS AND MARKERS, REMOVE ALL TRAFFIC CONTROL DEVICES AND OPEN ALL LANES TO TRAFFIC. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: OF y� NORTy �,y� �� .� �� Z J O O �� - � o� � Ns� �G� �F TR� TRAFF�G CONSTRUCTION PHASING NOTES BEGIN CONSTRUCTION —Yl— STA 10 + 00.00 042 : 04Y6 _ / BEGIN CONSTRUCTION —Yl— STA 10 + 00.00 END CONSTRUCTION —Yl— STA 10+33.55 PHAS E 1 '+ BEGIN CONSTRUCTION •\\ �,``,� -Yl- STA 14+40.00 � ��` �'� � • '� . � , � � � �� 0419 � �� END CONSTRUCTION � €'�, � —Yl— STA 14+20.00 � 0420 M —�� O _ '— \ � �� 5 t% � ,M�' / • �� .,a 0412 �4 `+'; �`. � �,�� If • BEGIN CONSTRUCTION —L— STA 10+18.28 f% , • %%%� , �� I � `--�� ..� � � / / ..�. �-- j j / r � �` �' � � � � / % `�r �� f./ / � / % f �-' � / / ��«` -�� -'/� // i ji� i� � ij ��\ � i� �� i� \� / %�/ �� --`'� � -�'� � / // �" a'F� i j/ O,s ,% �--- i % � �� — � � i i� i �----ii// �� -�j/ � \ ✓ i �� f'`� �� j` � '�/ �� i� / \ s �:�_�,YO. AY � �� " � p PpRKW � -� �, � � 5� �Up� , e �� -r� � �\ �� '�� - �� 0 � 0 N � � � fl9-9 24" X 12" SID CLOSED TYPE III BARRICADE • • I 3' —� � � / � "' _ / � R11-2 48" x 30„ R� CLOSED TYPE III BARRICADE(S) 0410 ► 0411 ��0 O — 0409 � ,' 0423 �� O 042 � - - END CONSTRUCTION —Yl— STA 19+11.37 2� 0401 � —Yl — W ACADEMY ST Exisr E�isr Exisr � — --—------ — — — �— — — — — — — � � — — — — — — — — — 0414 0413 PHASE 1 SECTION A-A STA. 18 + 00 0403 � 040 -_ _ -� � - _ - - _. _- - _ _ 042 _ _ __� _ -L- � � . NW JUDD PARKWAY DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL ■� ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o �� , � � 2 �� 0 tL m p � o� �° � �� - � � �� oe� 2 1 �"r s? � � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-4 VyEDGING WORK AREA TRAFFIC CONTROL P LAN � 0 N \ � � o�i^i�� ^�wicToi �i^r��wi PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-5 -Y2- STA 18 + 07.11 �-Y2 - SR -l105 l COLEY FARM RD� MATCHLINE -Y2- SEE INSET ABOVE NOTE: BUILD PAVEMENT LAYERS IN ACCORDANCE WITH GENERAL NOTE "M" — — — — — — — — — — — — — PHASE 2A SECTION B-6 (1 OF 2) STA. 14 + 00 P H AS E 1 3' '--------------� — — — PHASE 2B SECTION B-B (2 OF 2) STA. 14 + 00 NOTE: BUILD PAVEMENT LAYERS IN ACCORDANCE WITH GENERAL NOTE "M" . — — — r — — — — — — — — DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� oe� ? 1 `�T s?/ � 0\F T R� G �F TRAFF�G ►�� ►�� PAVEMENr REMOV AL W EDGING WORK AREA TRAFFIC CONTROL P LAN � � � � 0 N \ � � ��. � \� \\\ \ \ \\\ �~� \ � � � �� / � --�' / � \ END CONSTRUCTION -Y4- STA 18 + 50.00 � � REMOVE EXISTWG ROAD AND CONSTRUCT NEW -Y4- WILBON ROAD FROM -Y4- STA. 18 + 50 TO -Y4- STA. 22 + 00 (APPROX.) USING A TEMPORARY ROAD CLOSURE WITH AN OFFSITEDETOUR ROUTE. REFER TO SHEET TMP-25 FOR DETOUR ROUTE AND SHEET TMP-3 FOR PHASING. \ `�G � � `�. � � -.�.�`� � � �_ �a ==`� _ `� ` ,, ��`�� \\\\� �L � • � � \\\\\\ /I • ' \\\\\\ %/// - - - .� 0913 -L- NW JUDD PARKWAY BEGIN CONSTRUCTION -Y4- STA 22 + 00.00 (APPROX) � � ��. � � ��„';�_ � � �� . F ki 092� � � �```` - S��NGGIi R�- �,� � � � ��,..� ��eo � � � � ��_ , �RpqO �� .�.. � �. �`�-� �� A _ -_ � � _>� � �, --� `,� � � �'_ � �- 092 �'- _ ' \ - ,_ > . __ _._` =� � � ��._ � �� ,._ ,� �, � , , , `1� \ � \ � ��e�...=` _�_ _, ___ � �.. __ �_ _ \ �� ,� � �'`�_ �� . ��. :� � ��-�-�.:�\'�` � •�-__ � • -L- STA 67 + 00.00 PHASE 1 �•�• �•�: 090 _ 0917 ` R11-2 48" x 30" � ROAD .' - ' � CLOSED . . � '� �- , , � . �. � � � � ' � � ` ' TYPE III BARRICADE(S) �' i � L / ` / / � � � � / / / /� � � � / / � � � � � � / � i � . �, � - . , , . , � , � , , , . 0 � � � / \ \ / � \ \ � / \ 1 . � t \ , . DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: SEAL BEGIN WEDGING -L- STA 72 + 00.00 � 0910 < 1 / ; 1 1 4 � I� y "� ` . t r � OF y� NORTy �,y� �� .� � � � � �� Z J O O �� - � o� � Ns� �G� �F TR� TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-6 VyEDGING WORK AREA TRAFFIC CONTROL P LAN � 0 N \ , � ," �END WEDGING -L- STA 73 + 50.00 �BEGIN WEDGING -L- STA 73 + 50.00 � —�---_._ _ � � , , � � � � � � � �, � \\\ %I � • � � /I �� \\\ /� • ' /I \ � %////I � � � - - .� - P H AS E 1 1004 � -L - NW JUDD PARKW AY ExisT � ExisT � - - - - - - -- '_' - - - '_ _ � � \ ` / � - -- I - � � ------------------ PHASE 1 SECTION C-C STA. 79 + 00 3' �' � 1005 INSTALL CROSSPIPE USING FLAGGERS � C - END WEDGING -L- STA 79 + 00.6;. � � C e., EXISTING WILBON ROAD � � _ , �_ . � � � � � � � � -L- NW JUDD PARKWAY • •` + DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ��iiiii�iii�� i �`� CQR �� 0 ' �\o`��oFEss%;�o�yq: \ � �Q SEAL � =- SEAL = 029876 = ,/ � F�C I �� \, ;,, �-y�� Soy�,,, ��i�ii�iiii�� 1010 � ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� oe� ? 1 `�T s?/ � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-7 VyEDGING WORK AREA TRAFFIC CONTROL P LAN � 0 N \ , � BEGIN WEDGING -L- STA 84 + 00.00 • i; r BEGIN CONSTRUCTION �, I� �� -Y5- STA 11 + 40.82 � � _ -- � � � � EXISTING WILBON ROAD 1102 � �i \\\\� �L � • � � \\\\�\ /I • ' „"" �� — — — .� �❑ � R9-9 2a" x ,2„ SID CLOSED TYPE III BARRICADE � � � � �� , • • , , � � _ ____ . ---�� iio5 --- � 1110 �`� � �: - �� /-� � xi T � X� , �' � _ .- -� � , - � �� _� .-__., __ �r � � � � ,,�,� � - �� P 8 � ;. /p � � + 1118 �F f�,� O �` � �� ' t % � -L- NW JUDD PARKWAY rn 1111 ��2 1113 ; � 1114 .� • »> b i t • � � ,._ * =�=-i_ ,� �–.-�_� � •_:� �� END WEDGING -L- STA 91 + 00.00 � �J 225'ISHIFT � � °� , , r I � END CONSTRUCTION �� I -L- STA 89+38.0 l I I / ' � f � �. .� � , �` ,, � ,� � `��, � �. �, - �,,' � `� , `�� \ END CONSTRUCTIbN ,�' -DWI- STA 11 +43.89 ``Y, \ �\� ' � ,% �` „-z � \```, `. 48,� � Qi� �,,� {�v' ''jr1 ; ROAD � �;�� CLOSED ` ~� � 1119 f� % �� • j' �, �i' � �� / �,. � � !; � � � � . .��' / ; ''` /� � � r'� / � \ � ` �,� � / � � ��'�,/ �EYD SONI7ROOOON �' �� /` � � y �_ �`` ' � �� / ��f � . � `�� .�--� _ ,�`'` I'- � J � %f TYPE III BARRICADE(S) /5 � \ \ \ � � �� `*, 11' — _ »' — --- __ �' -� -� � ��-- - - '� . ____ _____ _J , EXIST �I P H AS E 1 , EXIST � I PF _J � -L - NW JUDD PARKW AY 3' PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-8 • , � — — — — — — — — — — � r_ _ --_— _— — — — — — — —r- '� '� � ` ` _ �— — — — — — -- — — — � � � � — — — — PHASE 1 SECTION D-D STA. 87 + 00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ��iiiii�iii�� i �`� CQR �� 0 ' �\o`��oFEss%;�o�yq: \ � �Q SEAL � =- SEAL = 029876 = ,/ � F�C I �� \, ;,, �-y�� Soy�,,, ��i�iiii�� ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� oe� 2 1 `�T s?/ � 0\F T R� G �F TRAFF�G VyEDGING WORK AREA TRAFFIC CONTROL P LAN � 0 N \ � � �--- - --� -__ : f �� 0 STEP 1) INSTALL SAFETY FENCE BEHIND EXISTING SIDEWALK TO DELINEATE WORK AREA. MAINTAIN EXISTING SIDEWALK WHILE COMPLETING WORK UP TO LIMITS SHOWN ON THIS SHEET STEP 2) PROVIDE AN ADA COMPLIANT ROUTE ACROSS NEW CONSTRUCTION USING SAFETY FENCE TO COMPLETE CONSTRUCTION TO EXISTING EDGE OF PAVEMENT. END CONSTRUCTION -Yb- STA 13 + 75.12 R9-9 24" X 12" TV�C TTT QADDT!`Af1C � --- -. ... . ,Sf'` f - r J� ��z�� --,,� ,�� \� � o \\1 , �., „, "�.,�,�E � � 1 � �� " I k III� I � IE � I I f l— _ II � , 0 .� � � � �� i m ;� �• � —L — NVV JUDD PARKW AY — — — — — — — — — — — -- — — — — — — — — — — ._ �r PHASE 1 SECTION E—E STA. 100 + 00 � _ - - - _ � ,/-- _. � � � �� U Z DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: TYPE III BARRICADE -L- STA. 108 + 00 � � -L- STA. 106 + 00 � PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-9 VyEDGING WORK AREA TRAFFIC CONTROL P LAN � z � � � 0 0 N N � N 0 0 3 � 0 � � Q � Y � 0 N � � � 0 1303 � ; i �- � � s _. � � � � � _ - _ � ._-�- � -. �� - � �_ __— �� __ �- �-� -- � ��-- — � — --'. '�- � F -Y7- ►�IW JUDD PARKWAY -` --_-- `�\ �, \ � \ � �' \ �� q � � �¢ �� - --e. ,__-, .___ � f ,. 3' / / -- - , � � � i , � � R9-9 24" X 12„ SID CLOSED TYPE III BARRICADE / -i 1 � � � _� � END CONSTRUCTION -Y7- STA 113 + 35.00 r� � __..�� i �� 1304 1305 _ �_��- � ,�-Y ��- -- — � �_ � � _ � ,___�___ _ _ — - � � � . - __ ._ �� e_� ------ � �� _i_ — -�-'---- `- I � � � � � � — � — � — � _ � � � � -� �- ___- ---- - ---� — ��_� ��—��- � �� ---- —_— ---_�___- . _---- � —�� _ _ T_— � � � _ _ _� �/ �� — � I �r. / I � 1 �'1 — I �� I I� . �_ �-_ __--:-- ..�—. �__� --- � ._` � o _� � z a ,� �Q �; _ � O a PHAS E 1 EXIST � -L - NW JUDD PARKW AY EXIST � � EXIST � �� _ � — -- — — — — — ,— — -- — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PHASE 1 SECTION F-F STA. 110 + 00 _ _- � �� J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: OF y� NORTy �,y� �� .� � � � � �� Z J O O �� - � o� � Ns� �G� �F TR� TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-10 WEDGING WORK AREA TRAFFIC CONTROL P LAN � -Y3- WASHINGTON ST V ___,. �� r � 3' � � — — — _ , ,=� ,- ,, ,� ,� �' _---, ii�,----- � �� 4 " �� i�i ii �� ul �� i i I I )l l `u` _ i i i i V� = iu i i i ii u� iu i i i p� i u i �i �i i i u� iu i i i ii p� iu i i i ii o� iu i i i ii p� iu i i� ii o� iu i � � ii p� iii i �� i i o� iu � � � ii u� iii i �� i i �� uu� � � i i u� i u �_ —=�mmi�mr =— � i u� i �iu�i — i i i i i u �fi—i � i ii i u �p i i I ii i o _—�� , ii u'- — I —� ;,'- � �II I � II ' i �� , � �� , �� ` �, ; � �� , , ,� �� _ - �� --� �� q\ TYPE III BARRICADE(S) P H AS E 1 � —Y3— VyASHINGTON ST EXIST EX/ST � 3' ,i � iip � � =—=--o iii i qi o � �� I_ h d �� _ W� � II ,� � � G ,� � �� ,,, iq �u � � ��' , G �--------------� —�_____--------------- PHASE 1 SECTION G—G STA. 2 2 + 00 ��_ -----------—--� ;�� — ��_————————————-—— �.. —._ \ `, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� oe� 2 � �"r s? � � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-11 PAVEMENT REMOVAL WEDGING WORK AREA TRAFFIC CONTROL P LAN 0 � 0 N � , � �1 , I � ,� ' - __ , , �- , , � '^ / � - � ,' � ,---- BEGIN CONSTRUCTION — , t � � � AND �NEDGING � r� -Y4- �T�' 12 + 50.00 � , �1 ' �I � r ,' , Jf , , ( � , f � � , — _ � — _—�__ -,��- • — s �► ,� _ 3' P H AS E 1 — � � -Y4 - SR -lll0 (W ILBON RD) EX/ST I EX/ST � - - - - - - - - - _ _ J PHASE 1 SECTION H—H STA. 14 + 50 ` / � _ — — — -- — '_ __.� 1I 1505 � i ' � ' - � i � � � � -Y�� . , WILBON 1�� 03 � (SR 1110) � 1501 1502 ' � _�� ;�;� �_� _ _ � ,� _ __ � , � , , , � f --1 _ — — ` � � � . -_ � e � \ � I f I I � ' __ e ,' H , � i � � � o � � � r r 0 o, � o� o� +� � 1-- Q� �,^w V 1 � � � �- / '� Q w -' z� -' w =w U � Q 1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-12 WEDGING WORK AREA TRAFFIC CONTROL P LAN � 0 N � , � � � —Y4 — SR —lll0 (W /LBON ROADI 14d75' _ � _ ll' PHASE 2 SECTION I—I STA. 72 + 00 //' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-13 �� _�_�_�_�_�. PAVEMENT REMOVAL WEDGING WORK AREA TRAFFIC CONTROL P LAN � o � ��• � 0 N \ � � P H AS E 2 � -L - NW JUDD PARKVyAY 14075' 3' PHASE 2 SECTION J—J STA. 79 + 00 //' //' I I_ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-14 �� _�_�_�_�_�. PAVEMENT REMOVAL WEDGING WORK AREA TRAFFIC CONTROL P LAN C � � � � � � � � � Q I � O O N N � N O � � � � � � � 'c 0 � � -. � � � � � Z � � � O N N � 0 � 0 � 0 � Q � Y � 0 N \ � � END CONSTRUCTION -YS- STA 17 + 67.59 �. TYPE III BARRICADE � O � � '.,�E III BARRICADE(S) � `.. � \ \ \ - � � � � lr �'``� � \ � � � � . � � �_. � �, � \ R11-2 � \ 3" x 30" ,�` \ ROAD ,� � \ TYPE III BARRICADE(S) _-- — ��, ►!i!i!i!i!i! PAVEMENT REMOVAL VyEDGING VyORK AREA TIE TO EXISTING MARKINGS FROM PHASE I � -L - NW JUDD PARKW AY =------------------------- PHASE 2 SECTION K—K STA. 87 + 00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-15 a-�4- e_--� a -__.�► ;_i �_e_.. .__� - - _ _ ` `--- - �_. , ----- _� __ v TRAFFIC CONTROL P LAN 0 � 0 N � , � �I I I /' �� I' � , ,� BEGIN f�O�STRUCTIC � � -Y4- ST� �2 + 50.00 0 � � �� . �__ -- _ _— � _ _ � � -� � � -� � � 1 � P H AS E 2 � –Y4 – SR –lll0 (W ILBON RD) EXIST EXIST 3' � ----------- PHASE 2 SECTION L—L STA. 14 + 5 0 � r i I o � � r r DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-16 WEDGING WORK AREA TRAFFIC CONTROL P LAN �� ' ��, �► � �...� � �-� � �� .- '----_--� ,-' �PB �� r � � �/� i t ,f' i " r BEGIN CONSTRUCTION —Y4— STA 18 + 96.29 '1'4- S/�g��RD ' R ��o� � c � �s_�� u� � -� ° � -�T � �_ o — o — a — � — � - --/'`��- �� .,� � a � � __ __ --� _ �� - � � � � - �-_� _ _ — a __ �., ._ ` n n n n n n n ,p, O �� i � -, "" g � " ' - — a — a — — o — — v �� ._-- 1 , _ - - � _" o .�- �� o � � n f � / �;!�'� " o � -_ � � - � �v ' —��-_o- / ,� %�J�'4-1 � � o � � i 0 � o / � �. o / � � / ° /2' 4' /2' /2' P H AS E 3 � —L — NW NUDD PARKW AY /2' � 5e5' � /7' , //' PHASE 3 SECTION M—M STA. 70 + 00 BEGIN CONSTRUCTION —L— STA 68 + 07.50 � — o � — a — o — o — o — — a — — — o — DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: END CONSTRUCTION —L— STA 71 + 04.08 o — o — � n — a — — 11 A� — ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� oe� 2 � �"r s? � � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-17 � � o �� o �= o �- o — o � n - p - � 0 � = 0 ��' � � WEDGING WORK AREA TRAFFIC CONTROL P LAN r� — o — z ° = a LEFT LANE MUST TURN LEFT R3� 7 L 30 X 30 � 0 N \ , � o �. u � � —, .. � — � —_ 1 `=-_ - — u� o — 16' � — o — 12' — o ' 16' LEFT LANE MUST TURN LEFT R3� 7 � 30 X 30 o �- 40' _ -~-- - � — - - -----� ,��\ � QA � �,,, R�� n F �_) _ � QE QC QA PE /� 8 . , f,, _�_ � NW JUDD PARKWAY 22� 1 _ - - - - - � ._. _ _ -__ �_�_ _-- --__ _ i_Y � __ 1117 1109 -� _�� I I� , I � II � , , �, �� \ � \� � � � � \ \� \\\ � �� ', \ , . \ � `�, PAVEMENT REMOVAL W EDGING WORK AREA //' J PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-18 � — — _. _ . ,_�. ----- --- —.___. ._ -___. _ �_ 11' P H AS E 3 � � —L — NW JUDD PARKW AY l7' _ � 8e75' _8.75' , _ 19e3' //' T� �Z XXX X�'"� — — -- — _ — _ — _ — _ —_ --_ —_ _ J PHASE 3 SECTION N—N STA. 95 + 00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ��,��,,,, �. �`� CQR �� 0 ' �\o`��oFEss%;�o�yq: \ � �Q SEAL � =- SEAL = 029876 = ,, � F�C I �� \ � , y£�, So�,� ��i�ii�iiii�� ON o F y�G � NORTy ,y \� OF Cq �L : �� o -� o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� o� � 1 `�T s?/ � 0\F T R� G �F TRAFF�G � N TRAFFIC CONTROL P LAN O O � O— O � �� Q � � W � W ► �J I Z Za J � vW �w �� //' /7' � .� 1— — PHASE 3 � —L — NIN JUDD PARKW AY l4' 2' 7e3' ll' � 3_�_I `1 � �_ � � � _ _ � � � � � � � � �� J T � �� _ I PHASE 3 SECTION O—O STA. 100 + 00 �I �� "'o � � oc ,m � h U 2 � � � - � �• REMOVE AND PATCH EXISTING MONOLITHIC ISLAND USING TEMPORARY LANE CLOSURES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ��iiiii�iii�� i �`� CQR �� 0 ' �\o`��oFEss%;�o�yq: \ � �Q SEAL � =- SEAL = 029876 = ,/ � F�c I �� \, ;,, �-y�� Soy�,,, ��i�iiii�� ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� oe� ? 1 `�T s?/ � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-19 PAVEMENT REMOVAL WEDGING WORK AREA TRAFFIC CONTROL P LAN � z � � 0 0 N N � N O i 0 3 � 0 � � � � Y � 0 N \ � � 0 � �_.--- � � s _"_- �- - �\ �- �. ._-�-' - � \ _ � \ \ l � - - � __�� - - �_ __ � � � I S�/ � �---�, � � ; �- - ■ / �-- � PARKWAY � — — — — '— W JUDD __�_--- -- �_— -- � _ _e__ _.__ ---- --- _ -- . - ------ — v_ ____-� — _ . -- = e_� ____-- --��— — �� G� --_ � — � � � � � �� .o - �� -r - � � � � � � -- - --- . �- ��-- — �� -�� -�✓y <_"� � �� _ � � � _._- ---- -'_ �___- . _---- � �� -�� _ - ` ` � � _- � �� - � I �r. / I 1 1 / � � I �� I I� �_ �--� -- __--�-- ..�-. �__� --- �_� *`�`� � _ -� � PHAS E 3 � �i � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: �,� � � Z J O O �� - � o� � T R PNSe GO TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-20 WEDGING WORK AREA TRAFFIC CONTROL P LAN I� � �i' I � „- _ _�-�---- � J _, � s �' � � � V � — � _— -- �— � � � � 0 N \ , � ONE LANE ROAD AH EAD W20-4 48" X 48" � � / BE PREPARED TO STOP W3-4 48" X 48" \ / W12-1 •• 48" X 48" -L- - �=NW JUDD PARKWAY �4 _________--�-�——�--— —— —— —— —— ---''— _ - - _ - _�_ , - _ _ , __�__ _-�. e ._ _ _.— -c-� - -_ � -- -- --_..—� ,-- � — . _ _ _- �- � _� _ _ e _� _� __ _ . C _ _ _� _ � � _�_ _ , �d _� _ ___ .___ --__-.._ "- __ � - _ . ., �`i � __" > `___ _ �� i V �'� ��n°. � y--- ) �i � � ,� -� �� ------.�-�_ j/ Zoo, �-, �— �� / l� / � � � // �o � � � �/ + 250' S IFT PHASE 3 STEP 4 //' 13d6' 3' � —L — NW JUDD PARKW AY PHASE 3 STEP 1 SECTION P—P STA. 107 + 00 • I . W�o-� A 48" X 48" �. — � � ---� �� J .l� �� —, � �� - _ �-- � ,-� �–� —_ � ,� \ �� , � r--�- �-�-� � , �� , ��il�! 20� 'f"� �?k V� � � i � ��1 I ( I '�" - � I I � " — I�; � � �� ►r II � � I � I II ol I I I I I E 1 O� I � � � � �. � �, ?� m Y .. � � U -- --- Z _� � � - - - � �� ----------� �— — — — � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ��iiiii�iii�� i �`� CQR �� 0 ' �\o`��oFEss%;�o�yq: \ � �Q SEAL � =- SEAL = 029876 = ,/ � F�C I �� \, ;,, �-y�� Soy�,,, ��i�iiii�� BEGIN CONSTRUCTION -L- STA 105 + 45.00 ---- ---- --- Y=� � - _<_ .— — �21� R11-2 48" x 30„ R.� CLOSED TYPE III BARRICADE ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� oe� ? 1 `�T s?/ � 0\F T R� G �F TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-21 PAVEMENT REMOVAL WEDGING WORK AREA TRAFFIC CONTROL P LAN c o� � N � � � � � o. i � 0 0 N N � N 0 � � .� � � � � 'c 0 � � -. � � � � � z � � O N � � � 0 � � s-- i .� P-� __ --_. ---- __ ��- ie-. �- � 1301 �1302 O � � � :- - - - - �� .� -�-�-�-.1- --�, � � END CONSTRUCTION -L- STA 112 + 30.00 � � I W20-7 A 48" X 48" 200' +/- � - , �` �--�- �_ � ; N� __ /BE\ PREPARED TO STOP. 200' +/- / W3-4 48" X 48" � ONE LANE ROAD AH EAD W20-4 48" X 48" 200' +/ -Y7- �- � �- �y NW JUDD PARKWAY _� — — — —��---_ -�-- .—� _=�',�� e.� � . _ _e_ _ � �_--- ------ _ — . ---- �_�� - - - � - �� _i_ � - �� — - - - - - - - - �--- �= '� � -� � � � � ' � ,� _� _ - � __.� � �_ ___- _ � � � _._- - -- � � � � es-- --- �_ � � � � � -�✓�-- �_..._--- --�..`"_ _ � � - � �� : � - � � � __.-- � - a -- �- --- --_ �__ _- . _---- � �i � � .._ �� Jf �� -- ----� `"` BEFORE BEGINNING 1'-6" C&G EAST OF NC-55 � I REMOVE AND PATCH EXISTING MONOLITHIC � ISLAND FROM -L- STA 111+10 TO -L- STA 112+30. � � I PLACE TEMPORARY PAVEMENT MARKINGS ��---�-�P� (PAINT) IN EXISTING ISLAND LOCATIONS. �; � � � . �_ �.-_ __-�-- -�-- � _ --- --�-- .` 175' SHIFT PHASE 3 STEP 4 � —L — NW JUDD PARKVyAY STEP 1 JG<.I IVI� Q-Q STA. 110 + 00 _ - _ _- - - - - - - - � � -- - - - � �� J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: SEAL DATE: OF y� NORTy �,y� �� .� ! � � � �� Z J O O �� - � o� � Ns� �G� �F TR� TRAFF�G PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-22 ►'�'�'�'�'�1 �� PAVEMENT REMOVAL WEDGING WORK AREA TRAFFIC CONTROL P LAN I� � „- I ONE LANE ROAD AH EAD W20-4 48" X 48" � � / BE PREPARED ro STOP W3-4 48" X 48" �� -L- NW JUDD PARKWAY � � I _ ��_ �-_ = I �.-�-J �--�_ �_-�==�_a-Y � _ - _-� - � -� �e�-- � - --- --I „- _�-�---- � J _, � e-- '``� "�-_, -- � \ s \� �_� � � __ U � � ! � 0 N \ , � _-�- • �- - - - - - - - - - - - - - - - - - - - - - - - - - - - � - � __�__ ,� �1�..�e _�_. ._ , _ _.— - " - _c_ � _ _ _. . _ _ �- --_ __ _ _ - �- - - - -- ---- -- Z - _� �� / - . - e _�. _� �- __ _ _ . `� _ \ `�_ _�_ _ C -� - - " � � -- --`--��- �- -- - -� -- - `-- �'�' `� (� , �� 'j1 �, I � y� 1 � � � � � �� ------.�-�_ j/ 2�0� �-, i� �� 2�� +, /� � --� I � � � // � � � I ` �`� + i + I �' 125' SHIFT � � I , I 1— — PHASE 3 STEP 5 � —L — NI�I JUDD PARKW AY � _ 23e25' _ � _ //' _ _ _ — — -r�_-_-- -----------------��-Ll. �..��-- - — - PHASE 3 STEP 1 SECTION R—R STA. 107 + 50 3' � - - - - - - - - - J • � W20-7 A 48" X 48" � � — -- — � — — - ) Z - �I `� � �� "� � '� � � � � \ , \ � ,�1 20� 'f"� �k 1 �� — � " � � I III I, I I � � PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-23 I i � I R11-2 48" x 30„ �� i e ROAD I CLOSED I I 1 �`� � � I � I � TYPE III BARRICADE(S) � � O � P N � �' BEGIN CONSTRUCTION -� R O CV -L- STA 107 + 35.00 � � I QC P D oo � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: ��iiiii�iii�� i �`� CQR �� `� �� 0 ' � \ O�° pFESS%pN o ifi� : \ � �Q SEAL � =- SEAL = 029876 = ,/ � F�C I �� \, ;,, �-y�� Soy�,,, ��i�iiii�� ON o F y�G � NORTy ,y \� OF Cq �L � �� 'Qp � o ,��- �, s � 2 �� 0 tL m p � o� �° � �� - � � �� oe� 2 1 `�T s?/ � 0\F T R� G �F TRAFF�G PAVEMENT REMOVAL WEDGING WORK AREA TRAFFIC CONTROL P LAN � 0 - - - - - - - - - - � - _ _ � � • .___- _ _ - � � i� � �\ .. �� \ � 3` \ '�a �-- - _ � �-= —" - � �' - — � /� II / � _ II � 0 Z a ,� �a ,_ � 0 a � � —� �� — _— � � � e_� ____--- - � � �� G� --- � � � � � � — I � � � � --� — � - —_ _a� � � � � _._- - -____- -- -____- _� � � � -��- � -� � � � �- �--- -'- � ._--- � � � � .._ T _ ____ _ �_ _ � � �_ �� y i END CONSTRUCTION -L- STA 112 + 30.00 � REPLACE MEDIAN IN EXISTING LOCATION REFER TO PHASING NOTES. + �__ ___ � � ______ ___�___ __�� - -_ �__� ---- ° PHASE 3 STEP 5 � -L - NIN JUDD PARKW AY /507 � //' � PHASE 3 STEP 2 SECTION S-S STA. 110 + 00 � --------� � � � � — _— �----- � �� J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED APPROVED: DATE: PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-24 ►'�'�'�'�'�1 �� PAVEMENT REMOVAL WEDGING WORK AREA TRAFFIC CONTROL P LAN O Rl l -2 48" X 30" TYPE III BARRICADE(S) O� R11-4 60" x 30„ ROAD CLOSED TO THRU TRAFFIC TYPE III BARRICADE M4-10L SCALE: 1" = 800' R11-4 60" x 30" C ROAD CLOSED TO THRU TRAFFIC DETOUR TYPE III BARRICADE E M4-10R 48" x 18„ G H J ' ROAD' CLOSED .500 FT. W20-3 B 48" X 48" ' ROAD ' CLOSED 1000 FT W2 0-3 C 48" X 48" W20-3A ROAD 4$-- X 48-- CLOSED . AH EAD NEXT RIGHT I sP� 4R 42 X 12 ' ROAD � CLOSED ,AHEAD. NEXT LEFT D ETO U R AHEAD O W2 0-3A 48" X 48" S P-4 L 42" X 12" W20-2 48" X 48" ' ROAD' CLOSED ,AH EAD. W2 0-3A 48" X 48" R11-4 60" x 30„ ROAD CLOSED TO THRU TRAFFIC TYPE III BARRICADE PROJ. REFERENCE NO. SHEET NO. U-5317 TMP-25 K WILBON RD 3O/ SEE SHEET SD-1 D ETO U R M4-8 24" X 12" M5-1 M 21" X 15" L WILBON RD 3O� SEE SHEET SD-1 D ETO U R M4-8 24" X 12" �M6-1 L 21" X 15" 30/ M WILBON RD SEE SHEET SD-1 D ETO U R M4-8 24" X 12" M6-3 21" X 15" /�/ WILBON RD 3O/ SEE SHEET SD-1 D ETO U R M4-8 24" X 12" M5-1 R 21" X 15" 0 WILBON RD 3O/ SEE SHEET SD-1 D ETO U R M4-8 24" X 12" �M6-1 21" X 15" O END DETOUR M4-8 A 24" X 18" . �) Post Office Box 33068 Raleigh, Norfh Carolina 27636 OC , 2016 PE NO. F-0102 � z � � O O N N � N O i O � O O � I J Q � � � O N \ \ � SIGN t1�DVB�.3�k2,303,304,305 BACKG COLOR: Fluorescent Orange DESIGN BY• C. LOWMAN CHECKED BY• D. SHINBARA TYPE:STATIONARY COPY COLOR: Black . � DATE: Feb 22, 2017 PROJECT ID: U-5317 DIV: 5 QUANTITY:SEE PLANS SYMBOL X Y WID HT SIGN WIDTH: 3'-6" HEIGHT: 1'-0" TOTAL AREA: 3.5 Sq.Ft. BORDER TYPE: INSET RECESS : 0 . 5'► WIDTH: 0.5" 3'-s " RADII: 3" N0. Z BARS: MAT'L: 0.080" (2.0 mm) ALUMINUM 3.5rr = LENGTH : � W I L B 0 N R D 5„� r 3.5►► USE NOTES : 1, 2 I� ��.�� .�� ,I BORDER 5.45" 31.3" 5.45" 1.Legend and border shall be direct applied black R- 3" non - reflective sheeting . TH-0 . 5�� 2.Background shall be NC GRADE B fluoresent orange „ retroreflective sheeting. IN=0.5 panel Style: Tr'affiC COrltr'O1. SS� M.U.T.C.D.: 2009 Edition Spacing Factor is 1 unless specifi ied otherwise LETTER POSITIONS Letter s acin s are to start of next letter Series/Size p 9 Text Length W I L B 0 N R D C 2000 5.4 4.5 1.8 3.3 3.6 3.9 2.8 5 3.6 2.8 5.3 31.3 FILENAME:012622006_psh_TMP_SD-1 NORTH CAROLINA D.O.T. SIGN DETAIL PROJ. REFERENCE NO. SHEET NO. U-5317 SD-1 ■ �) Post Office Box 33068 Raleigh, Norfh Carolina 27636 OC , 2016 PE NO. F-0102 •� • • • • � � 0 N \ � SHEET N0. .�: S TA TE �F 1�OR TH CAR �LI1�lA DEPAR TME1�T OF TRAI�SPOR TA TI �1�1 L OCA TI01�: SR �0�6 1�W JUDD PARI�WA Y FR OM 1�C 42 (A CADEM Y S TREET) TO 1�1C SS (BROAD STREET),1�C 42 (ACADEMY STREET), SR 1105 (COLEY FARM ROAD), WASHII�GT01� STREET, SR 1110 (WILB01� R4AD), THREE MEADOWS RD, SR 1179 (S. BRIDGE STREET), A1�D 11tC �� (BROAD STREET) I1�DEX DESCRIPTION PAVEMENT MARKING PLAN TITLE AND SCHEDULE SHEET PMP-1A TO PMP-1B REVISED SIGNING ROADWAY STANDARD DRAWINGS PMP-2 CROSSWALK PAVEMENT MARKING GUIDANCE DETAIL PMP-3 THRU PMP-14 PAVEMENT MARKING DETAIL R OAD WA Y S TA1�lDARD DRA WI11 t G THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 1205.01 1205.02 1205.04 1205.05 1205.06 1205.08 1205.09 1205. 10 1250 . 01 1251 . 01 1253.01 1264.01 1264.02 TITLE PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO-LANE AND MULTILANE ROADWAYS PAVEMENT MARKINGS - INTERSECTIONS PAVEMENT MARKINGS - TURN LANES PAVEMENT MARKINGS - LANE DROPS PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES PAVEMENT MARKINGS - PAINTED ISLANDS PAVEMENT MARKINGS - SCHOOL AREAS RAISED PAVEMENT MARKERS - INSTALLATION SPACING RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY RAISED PAVEMENT MARKERS - SNOWPLOWABLE OBJECT MARKERS - TYPES OBJECT MARKERS - INSTALLATION PLA1� REVIEWED BY: 1�.C.D.O.T. SIG11lI1�IG A1�D DELI11lEATI011t U1�IT RENEE B. ROACH, P.E., CPM SAMUEL D. COLEMAN E.I. SIGNING & DELINEATION REGIONAL ENGINEER SIGNING & DELINEATION PROJECT DESIGN ENGINEER PA VEMEIIIT MARKI11tG SCHEDULE DESCRIPTION SYMBOL FINAL PAVEMENT MARKINGS THERMOPLASTIC (4", 90 MILS) TA WHITE EDGELINE TB YELLOW EDGELINE THERMOPLASTIC (4", 120 MILS) T8 WHITE 2' - 6'/SP MINISKIP T9 YELLOW 2' - 6'/SP MINISKIP TC WHITE 10' SKIP TD WHITE 3' - 9'/SP MINISKIP TE WHITE SOLID LANE LINE TI YELLOW DOUBLE CENTER LINE THERMOPLASTIC (6", 120 MILS) T11 WHITE 2' - 6'/SP MINISKIP THERMOPLASTIC (8", 90 MILS) TN WHITE GORELINE TO WHITE DIAGONAL TP YELLOW DIAGONAL TQ T2 UA UB uc UE UJ UK L� THERMOPLASTIC (8", 120 MILS) WHITE CROSSWALK LINE THERMOPLASTIC (24", 120 MILS) WHITE STOPBAR THERMOPLASTIC SYMBOLS (90 MILS) LEFT TURN ARROW RIGHT TURN ARROW STRAIGHT ARROW COMBO STRAIGHT/RIGHT BICYCLE SYMBOL BICYCLE STRAIGHT ARROW THERMOPLASTIC ALPHANUMERIC CHARACTERS (120 MILS) SNOWPLOWABLE MARKERS ME YELLOW & YELLOW MF CRYSTAL & RED �� , :, C) D) GEI�ERAL 11tOTES TIP NO. U-5317 APPROVED: DATE: SEAL SHEET NO. PMP-1 fl��E]LI�I�TAI$�Y �]LA�T� �� U�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE AS FOLLOWS: ROAD NAME W ACADEMY STREET NW JUDD PARKWAY COLEY FARM ROAD SR 1110 WILBON ROAD BRIDGE STREET NC 55(BROAD ST) WASHINGTON STREET MARKING THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC MARKER SNOWPLOWABLE SNOWPLOWABLE SNOWPLOWABLE SNOWPLOWABLE SNOWPLOWABLE SNOWPLOWABLE SNOWPLOWABLE TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. STOP BAR LOCATION AT NON-SIGNALIZED INTERSECTIONS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. E) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED IN LIEU OF EXTRUDED THERMOPLASTIC FOR STOP BARS, SYMBOLS, CHARACTERS AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID FOR USING THE EXTRUDED THERMOPLASTIC PAY ITEM. F) ALL BICYCLE LANE SYMBOLS SHALL BE HEATED-IN-PLACE THERMOPLASTIC. SYMBOLS SHALL BE PAID FOR USING THE HEATED-IN-PLACE PAY ITEM. PLA1� PREPARED BY: Kimley Horn and Associates P.O. BOX 33068 RALEIGH, NC 27636 PE t�0. F-0102 ■ Erin K. Thompson P.E. PROJECT DESIGN ENGINEER Kim �� rn e o Caleb D. Lowman E.I. DESIGNER 0 0 N N � N O � 0 � � O � I Q � � � �A�E DR�P AT A� �NfiERSECT�� 'Y�HITE "Y�FUE" 3'-9'f�P LANE�LIPiEaE" '� � � � � NtIWI-�KIP LINE � (� R"'1�� _ : ��•� . � H Q � � �' �� [� _ � � � � � � * -,^-• — � — �_ — — h� — — — — — — �� — 1--1 � [�' � I..� J F}-1 �� `, .� � - - - 9 �- t �. C7��2 � � � � -� , t � , �. :yv�,��.. --- � � � � ., � �� F � -ti - - - - � �_ ��,�p� y Ce� � C3 � .,� — — — — — — — — — --- — � H �"'� � � � � -�n � —� � -� --�- � _ � �u k'7�C7 — — — - - - � � . . . � � . � � � . �� J �� * �' � � � � � �. . �[�� ' �� - - � , �--� �� <3S kIPH = 15D' � � � I�--1 � 40-5U NPH = �bQY � � F-1 � � 55 11PH = 45!] � � � WHFTE SISIP � �5' TYF. 75' TYF�. 6Q' F ! W � � � i t�NE LINE � � � Q 250` MAX. THE LANE �QF� MAHI(iNGB SHbULb �EGIM NO CLOSER Tt7 THE INiERSECTS�H TF�,4H THE M4�T L➢PSTREAfi4 REGi1LATDR"f SI�iN, R3-TR 04i �i3-7L, AS�O�IATEa WITH TFiE LANE DR4P. LAN� �3R4P Al' AN INTEp�E�GTIQN WITH Af� ,A►U�CILI�4F�Y LANE 1 AIIL� OR �ESS M�€�E 7HA�N 1 h1ILE ril _ _.,�.. _ __------ � � THE L�1�lg UR{1P IAh�KII�(3S SFtL)IJL� BE�iIhl WO CL�SER TO � � � TH� iFfiERSEC'�T[1N iHAhl TkIE YQST UPSTREAJA #t�GULAT4fiY � � ��-�-1 SIGI�, R3-TR 4R R3-7L, AS�IATEU IN�rH THE La�[aaE n�(��. � � � � #, # 25b' MA�. �� I1F31 = 15�° � � MA �� 40-�� MpH = 2�D� � � WHIi� '"1h'IDE'" '.f'-9'�'SP YYNI iTE "WI�E" FiRI" T5' i5' 7 55 IdPii = 4rs�B' # � � r rn � # ! AIIh�I-SIfIP LINE LfwBVE �INE -• � � TYP TM � TYR. ��- -- LA�N�EELIN�� ""'� m � H _ t � '� '� � '� — � � � . . . . . . . . � . . � � � � .�t, � � .�-� � � � �' W 17 � - � - -- � '� — � — — — � — � � � — — — � W � � � .� W cn�� * �'' _ _ -�' -'�' _ _ _ _�' � - c�� w � �`�, � — — — � �' _ �'� �.. � — — — "�` .�., � — � � L�I L � � � � � � � � ��y � � � � � � � � � � i . . rl' � � � � � � J � � �-{ � � � i � � � � �FITTE SKIP S$5 MPH = 1�uG' WHIT� "YlIDE" VYHITE "YYIDE" 3'-9'�+SP � LAWE LYNE 40-50 MPH = 20(i' !_ANE LINE AfI�1I-Sk�iP LFF�E # ,r � 55 NpH = 45U" 75' 7�a' �4� +F # � 1'1"P . 7YP . �so` ua�x. ��N��a� N07'ES: ��C�EIV�} 1- R�OJkGMiA�P STAhID RQ CIRAWIMCwN1205.0A�'VE DETRILS IN CO�+I,JUFV�CTI(7N Y�YiH TMT�AS�CTIOA4 GUZI�ANCE StiU�kN �N w= YiT[lYH OF TR�A'VEL LAME "� OI�Y �Ydue�b�5 &�G3�iAGTERS A SFI�ET 'I C1F � �- LAAUE LIN�S INDICATEU A�S "WIaE°` SNf4�L E3E J#T LEAST TWi�� HE YY��H OF TH� NORMAL LINE. �M oIRE�TI[7�t OF SFI�ET 1 �� 3 +�� , TfiAFFI� FLf3tM 1 ��SI�� 1 ��6 i F'� i O N N � N 0 � � � � � Q � � J Q � � Y o m MUL.TI - LANE 1�IDTl� "�CH�C�L'� �I N�LE LANE 'VII� C}TI-� �'�GH�f�L �' � c� w �] '� � �,� 24" 'WHITE TRRNSVERSE �AN[} 24`" WHIT� l'RA�fSVERSE B,4N�3 �'Q � � � � � �.�o __ �.C. TYP. � ICC = U C3 . �0�� =� L�J�r--� H��i�� Q�� 2��1i7 --- �� [I] � C] � H � �=�'��l _ �_ ��J„1 • � �] F.r.,i , � '� � IL �` _,1 7 �� 7 � . � � � � � R � � � 4 � � �� c� � � � �H CF�� C1 � � � � $�� a�f : s,� g'-$" MIN. Ti� 17'-4" M1�. 14+-�'� 'IAIN. T@ 22'-�°� MA�, � CENTER T�7€� zN Lf1CV� `r 1B" 1�„ 16" 6" �EhJTER �EXT IN LANES u�- °° ' 1 �," 0.�,. 4].C. �'r � �� 4'� WHIT� TRA!!'�5VER5E �Ahl❑ 2A"' WHIT� TRAh�SV€RSE BAND �'� r� {� L�TTER HEI�HT = ip' pA�N. LETTEf� NEIGHT = 8�f4" � � ,� L�TT�R NUIDTH = 2(} ��TTER WIDTH = 16 ��j SPACING = 10" MIM,130" MA]C. �USE EQUAL SPACING f3E7WEEN LETTER3j SPACIN� = 4'� MIN. i$"� MA7�. (USE Ef�}UAL 5Pl4�ING BET4WEEN LETTE€tS] ��'� � � � NOTE: TME �YVf3-LANE PAVEMEM� NIAFiICYN�G CiTh1EW�3CINS OF "$CHQC}L" $HUHNV iA] �r �r.� � r.� � P�ART 7{3�' THE 1AUTC0 I�fAY ALS4 BE 11SED. ��' � AR �' � _ �AILI�QACi #��CR ��r�ga� � � � � � � � � � TRANSVERSETBAND � ,� � � a.�. � �7 �� Ir. °�� J�� '� � WFiITE W W � i� � � � � � � ,� �� i LANE 1NIDTH� i}F = W J V] ,� � , 1i�I aTH 7� H� C] � � � i � �'�ET i � F�ET} � � � �j (� � y �+ C�+1 � �'�{�' �7' � � � , � � � I 9��11I�12� g' Cf� � � � W�12r 1�'' GENERAL MOTES� ; -� � �6" 1 - THE $CMOi}L PAVEMEhI`f MARKING CON�ISTS (1F �I}L (8� �HARACTERS. �HE � � `qti T�WW� ��} 24"' T�AMSIlERSE BAN�S YP$LL BE PAID FOii iJhiDE�i A SER,4RATE ,-, �t RAY TTEM. R�FER T� ROP1CnN,Ae1f STl1NDAFtD �f�AWING 1�(i�a.�� FDR A[]QITIDNAL � LANE PAVEMEI�T �AARKIiUG �UIDANCE. If 2f� 24"' 'WMIT� 2- RAVEMENT f4WF!'KT�lG IN AOV�kMCE OF A HIG'Ii�YAY-RA�L CR��SING SH,ALL C6NSIST TR,4N�V'�R�E BA�FIa � QF TWO (2) CHJ#RACT�RS ,4Na TYI(t3 (�} �6�� LIFJES (F�QRMIN� AI� X} 4VNICH ARE 11�"` 0.�. PAIa F�R Uh�DER �'YYO SEPAF�4TE �PAi' �Y�hFB. T�1E �WO {2} �4`" TR�4h9SVEFiSE SWEET 3 C}F $ _.�..� BAfVDS YY'TLL �� PAIa FUR UNQE�i A S�i�AR11iE PAY iTEWI. REFER TO RDA�[]wAY SFfEET 3[�F $ �� LANf YYI�TH A� STANDAR� I�RAWIH� 12Q�.11 �OIi ACIDZTI�NAL PAVE�IENT h1AR14ING �U�[iANCE- �� DETAIL DETAIL UNLESS OTHERWISE SPECIFIED, HI-VISIBILITY CROSSWALK MARKINGS SHOULD BE USED AT MID-BLOCK CROSSINGS, SEE DETAIL 'C' 4' MIN ., SEE NOTE 5 4' MIN . TO STOP BAR HI-VISIBILITY CROSSWALK, SEE DETAIL 'C' STANDARD CROSSWALK- 8" WHITE TRANSVERSE LINES WITH 6' MIN. GAP BETWEEN THE LINES NOTES: 1. USE THE DETAILS ABOVE AND THE FOLLOWING NOTES FOR GUIDANCE IN PLACING CROSSWALK MARKINGS. REFER TO NCDOT ROADWAY STANDARD DRAWINGS, MUTCD AND ADA STANDARDS FOR ADDITIONAL GUIDANCE. 2. THE LOCATION AND TYPE OF CROSSWALK MARKINGS SHOWN ON THE ABOVE DETAILS ARE FOR REFERENCE ONLY. LOCATE CROSSWALK MARKINGS AS SHOWN ON THE PROJECT DETAIL SHEETS OR AS DIRECTED BY THE ENGINEER. THE CROSSWALK MARKING TYPE, STANDARD OR HI-VISIBILITY, SHALL BE INSTALLED AS SPECIFIED ON THE PROJECT DETAIL SHEETS OR AS DIRECTED BY THE ENGINEER. 3. THE STANDARD CROSSWALK IS TWO WHITE 8" TRANSVERSE LINES WITH A 6' MINIMUM GAP BETWEEN THE LINES. THE HI-VISIBILITY CROSSWALK IS WHITE 24" WIDE LONGITUDAL LINES WITH 24" MINIMUM GAPS BETWEEN LINES, SEE DETAIL 'C'. HI-VISIBILITY CROSSWALKS SHOULD BE A MINIMUM OF 6' WIDE. 4. 5. 6. 7. STOP BARS SHOULD BE PLACED A MINIMUM OF 4' IN ADVANCE OF NEAREST CROSSWALK LINE. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL IS 4' MIN. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4' X 4' MINIMUM SHALL BE PROVIDED WITHIN THE MARKINGS. SINGLE DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 2 FEET LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING, SEE DETAIL 'B'. 8. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST NCDOT ROADWAY STANDARD DRAWINGS. DETAI L'A' - DUAL CURB RAMPS DETAIL '6'- SINGLE DIAGONAL CURB RAMP c a � M i _ � � i � � i � 0 0 N N � N O i � � a� � � c 0 � � a c � L 0 � � c a� E a� � O � Q Q Q V i O� C ,C � N i U � � O L � i C O � i --. � � � � � Z `. � O O N N � N O �, 0 � � 0 0 � i J Q � � � O N \ \ � � O O N N � N 0 0 � � O O � J Q � Y � � Z J SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: UA 1 LEFT TURN UB Z RIGHT TURN UC � STRAIGHT TURN UE � COMBO STRAIGHT/RIGHT UT Ag� CHARACTERS UJ pap BICYCLE SYMBOL U K � gICYCLE STRAIGHT ARROW THERMOPLASTIC: T2 WHITE STOPBAR (24") T8 WHITE EDGELINE (6") T9 YELLOW EDGELINE (6") T11 WHITE 2' - 6' MINISKIP/SP (6") TA WHITE EDGELINE (4") TB YELLOW EDGELINE (4") TC WHITE 10' SKIP (4") TD WHITE 3' - 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) TI YELLOW DOUBLE CENTER TN WHITE GORELINE (8") TO WHITE DIAGONAL(8") TP YELLOW DIAGONAL (8") TQ WHITE CROSSWALK LINE �4„� � c Q, � � i _ � � i � � i � 0 O N N � N O i � � a� � � c 0 � � a c � L 0 � � c a� E a� � O � Q Q Q V i � C ,C � N i U � � O L � i C O � i --. � � � � I � O O N N � N 0 0 � � 0 0 � J Q � Y e � MAT CHLI NE -Y3- S S EET PMP-13 SEE PLAN UE � COMBO STRAIGHT/RIGHT UT Ag� CHARACTERS UJ pap BICYCLE SYMBOL U K � gICYCLE STRAIGHT ARROW ENT MARKING LEGEND AR (24") INE (6") LINE (6") T11 WHITE 2' - 6'/SP MINISKIP (6") TA WHITE EDGELINE (4") TB YELLOW EDGELINE (4") TC WHITE 10' SKIP (4") TD WHITE 3' - 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) TI YELLOW DOUBLE CENTER (4") TN WHITE GORELINE (8") TO WHITE DIAGONAL(8") TP YELLOW DIAGONAL (8") TQ WHITE CROSSWALK LINE (8") 0 � � � ( I � O O N N � N 0 0 � � O O � J Q � Y � Y ) SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: UA 1 LEFT TURN UB Z RIGHT TURN UC � STRAIGHT TURN UE � COMBO STRAIGHT/RIGHT UT Ag� CHARACTERS UJ pao BICYCLE SYMBOL U K � gICYCLE STRAIGHT ARROW THERMOPLASTIC: T2 WHITE STOPBAR (24") T8 WHITE EDGELINE (6") T9 YELLOW EDGELINE (6") T11 WHITE 2' — 6'/SP MINISKIP (6") TA WHITE EDGELINE (4") TB YELLOW EDGELINE (4") TC WHITE 10' SKIP (4") TD WHITE 3' — 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) TI YELLOW DOUBLE CENTER (4") TN WHITE GORELINE (8") TO WHITE DIAGONAL(8") TP YELLOW DIAGONAL (8") TQ WHITE CROSSWALK LINE (8") c a � � i _ � � i � � i � 0 0 N N � N O i � � a� � � c 0 � � a c � L 0 � � c a� E a� � O � Q Q Q V i � C ,C � N i U � � O L � i C O � i --. � � � � I � O O N N � N 0 0 � � O O � J Q � Y � � —L — �n�� 5;,�, 5056 _. , • SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: UA �' LEFT TURN UB i RIGHT TURN UC � STRAIGHT TURN UE � COMBO STRAIGHT/RIGHT UT Ag� CHARACTERS U� o�o BICYCLE SYMBOL UK � gICYCLE STRAIGHT ARROW THERMOPLASTIC: T2 WHITE STOPBAR (24") T8 WHITE EDGELINE (6") T9 YELLOW EDGELINE (6") T11 WHITE 2' - 6'/SP MINISKIP (6„) TA WHITE EDGELINE (4") TB YELLOW EDGELINE (4") TC WHITE 10' SKIP (4") TD WHITE 3' - 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4") TI YELLOW DOUBLE CENTER (4„) TN WHITE GORELINE (8") TO WHITE DIAGONAL(g„) TP YELLOW DIAGONAL (8") TQ WHITE CROSSWALK LINE (8") � � I � O O N N � N 0 0 � � O O � J Q � Y � SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: UA 1 LEFT TURN UB Z RIGHT TURN UC � STRAIGHT TURN UE � COMBO STRAIGHT/RIGHT UT Ag� CHARACTERS UJ pap BICYCLE SYMBOL U K � gICYCLE STRAIGHT ARROW THERMOPLASTIC: T2 WHITE STOPBAR (24") T8 WHITE EDGELINE (6") T9 YELLOW EDGELINE (6") T11 WHITE 2' - 6'/SP MINISKIP (6") TA WHITE EDGELINE (4") TB YELLOW EDGELINE (4") TC WHITE 10' SKIP (4") TD WHITE 3' - 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) TI YELLOW DOUBLE CENTER (4") TN WHITE GORELINE (8") TO WHITE DIAGONAL(8") TP YELLOW DIAGONAL (8") TQ WHITE CROSSWALK LINE (8") o — — a — — o — � f u— — v — — � — � � ° � — � �I --�- -- s —�-_ _�- I � � � a� _ a_ . �__ � — — v — — a — — o — -L - �NW J� DD PKW Y) e � ,� — � — - -� -- - w____�_ -- `-�_� � �� — o — ._, o _ UJ UK I �- _., — a — — o _. O� 0 -L- STA 83f50 +/- SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: THERMOPLASTIC: UA 1 LEFT TURN T2 WHITE STOPBAR (24") TI YELLOW DOUBLE CENTER (4") UB Z RIGHT TURN T8 WHITE EDGELINE (6") TN WHITE GORELINE (8") UC � STRAIGHT TURN T9 YELLOW EDGELINE (6") TO WHITE DIAGONAL(8") UE � COMBO STRAIGHT/RIGHT T11 WHITE 2' - 6'/SP MINISKIP (6") TP YELLOW DIAGONAL (8") UT Ag� CHARACTERS TA WHITE EDGELINE (4") TQ WHITE CROSSWALK LINE (8") UJ pap BICYCLE SYMBOL TB YELLOW EDGELINE (4") U K � gICYCLE STRAIGHT ARROW TC WHITE 10' SKIP (4") TD WHITE 3' - 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) I � O O N N � N O �, 0 � � 0 0 � i J Q � � � O N \ � � � e. �.� � - — --� ,''` r`" `'� , 0 O � o� o� O �r 1 Z+ L~LI � 12' � � _�_ - v Q cn — Q V�j z 12' � Q —' 12- J � i �_ _ W__�--- --�- -�- � � — u __ o — — u —. � \ -L - STA. 99+g5 +/ - o — - - -� — _�__� - �� — - - – - _�_-�- � __ _� _� � _----. �e � \ TD �tl}4 f �- --- _�_� � -L - ST A. 97+g5 +/ � ,�--� -.�` �� I , 0 SR 5056 �NW JUDD PKW Y) ` -� o -- - - - -�o �� a�� __ I UA 1 o � �— � � o �- � REMO E EXIST/ G ' I P VE E T ARK/ GS �� I n °�� IUB UC UC UA � TB � /%��I��4I -Y6 - ST A. 13+97 +/ - -L - STA.104+18 +/ - (TYPE 4A1 -�- sraio4+os +i- (TYPE 4AJ -L - ST A.104+03 +/ - -�- sra io3+is +i- (Ts1 _ -- o— � T E ".,_ TE J TA � -c - sra ioi+5o `�+i - — o — 1 � � � �� --� � � �� T8 -�- sra. �04+00 +i- -c - sra �03+00 +i- � L- STA.102f50 +/- ❑ � ❑ TlE TO EXISTING -Y6- STA.l3f75 +/- �- sTaio5fi9 +i- -Y7- STA. l05 f2T +/ - -Y7- -Y7- STA. 105+35 +/- SR 5056 ( �NE JUDD PKW Y) � UE i2'��_ 8' .� UA i2' ��_ e /6� �r . �- ii I � I 1 T � � � � � � _r�- sra io5+33 +i- � � �� _ I I ;" �, I II� � -r�- sr�. io�+35 + SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: THERMOPLASTIC: UA 1 LEFT TURN T2 WHITE STOPBAR (24") TI YELLOW DOUBLE CENTER (4") UB Z RIGHT TURN T8 WHITE EDGELINE (6") TN WHITE GORELINE (8") UC � STRAIGHT TURN T9 YELLOW EDGELINE (6") TO WHITE DIAGONAL(8") UE � COMBO STRAIGHT/RIGHT T11 WHITE 2' — 6'/SP MINISKIP (6") TP YELLOW DIAGONAL (8") UT Ag� CHARACTERS TA WHITE EDGELINE (4") TQ WHITE CROSSWALK LINE (8") UJ oap BICYCLE SYMBOL TB YELLOW EDGELINE (4") U K � gICYCLE STRAIGHT ARROW TC WHITE 10' SKIP (4") TD WHITE 3' — 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) O -Y7- STA. //2+64 +/- z " = I D � D 1 Z �� z � i � 0 0 N N � N 0 0 � � O O � J Q � Y � _- -- - . _ _ . _�— _— _— _�— � --- ___- --- ---_ — �� - =_- -y�_ � �NE ✓�� 5�6 K�iy� _ �_ � SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: UA 1 LEFT TURN UB Z RIGHT TURN UC � STRAIGHT TURN UE � COMBO STRAIGHT/RIGHT UT Ag� CHARACTERS UJ o�o BICYCLE SYMBOL U K � gICYCLE STRAIGHT ARROW THERMOPLASTIC: T2 WHITE STOPBAR (24") T8 WHITE EDGELINE (6") T9 YELLOW EDGELINE (6") T11 WHITE 2' — 6'/SP MINISKIP (6") TA WHITE EDGELINE (4") TB YELLOW EDGELINE (4") TC WHITE 10' SKIP (4") TD WHITE 3' — 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) TI YELLOW DOUBLE CENTER (4") TN WHITE GORELINE (8") TO WHITE DIAGONAL(8") TP YELLOW DIAGONAL (8") TQ WHITE CROSSWALK LINE (8") � O O N N � N 0 0 � � O O � J Q � Y � � � -Y3 - W ASHINGT ON ST � � 0 N / � ��— � �/ / ��r � / w� � I1 d � -Y3- STA.20+75 +/- t -Y3- STA.2/f00 +/- ,l � rrrPE 2� __ = ,'`�� ,� �, (TYPE lJ 1 JJ � �� ` ` `E ` � � � �4 � � � ___. � �., -r3- sra23+8i +i- -Y3- STA23+40 +/- � -Y,3- (TYPE �� vVASH�N�roN si /0' /0' -Y3- STA.24+67 +/- � � � � N SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: UA 1 LEFT TURN UB Z RIGHT TURN UC � STRAIGHT TURN UE � COMBO STRAIGHT/RIGHT UT Ag� CHARACTERS UJ pap BICYCLE SYMBOL U K � gICYCLE STRAIGHT ARROW THERMOPLASTIC: T2 WHITE STOPBAR (24") T8 WHITE EDGELINE (6") T9 YELLOW EDGELINE (6") T11 WHITE 2' - 6'/SP MINISKIP (6") TA WHITE EDGELINE (4") TB YELLOW EDGELINE (4") TC WHITE 10' SKIP (4") TD WHITE 3' - 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) TI YELLOW DOUBLE CENTER TN WHITE GORELINE (8") TO WHITE DIAGONAL(8") TP YELLOW DIAGONAL (8") TQ WHITE CROSSWALK LINE �4„� � I � O O N N � N 0 0 � � O O � J Q � Y � � I I / � i r� - � � �- ,, ,, ___) I � � ,-. , I�- I I I ''/�/ y l ^..` y � i � I I � i t � � , � , , —� � _• , _ _ - _-- —I._ � — � >_a.-_ ! � � _L a 9.8 SYMBOL AND PAVEMENT MARKING LEGEND THERMOPLASTIC: UA 1 LEFT TURN UB Z RIGHT TURN UC � STRAIGHT TURN UE � COMBO STRAIGHT/RIGHT UT Ag� CHARACTERS UJ pap BICYCLE SYMBOL U K � gICYCLE STRAIGHT ARROW THERMOPLASTIC: T2 WHITE STOPBAR (24") T8 WHITE EDGELINE (6") T9 YELLOW EDGELINE (6") T11 WHITE 2' — 6'/SP MINISKIP (6") TA WHITE EDGELINE (4") TB YELLOW EDGELINE (4") TC WHITE 10' SKIP (4") TD WHITE 3' — 9'/ SP MINISKIP (4") TE WHITE LANE LINE (4„) TI YELLOW DOUBLE CENTER (4") TN WHITE GORELINE (8") TO WHITE DIAGONAL(8") TP YELLOW DIAGONAL (8") TQ WHITE CROSSWALK LINE (8") -r4- sra i2+5o +i- � — �r . __ , � pE �9�,,� � r i � � rn rn� T� V � D 1 � z �D � � _� = D 2 r rno�z �+orn � O � O �O � 1 � •, • • • • � STD. N0. 904 . 10 904.20 904.30 904.50 1264.01 1264.02 LOCATI01�: STA TE OF 1�ORTH CAROLII�A DEPARTME1�lT OF TRAI�SP�RTA TI41�1 SR 5056 1�W JUDD PARI�WA Y FR OM 1�1C 42 (A CADEM Y S TREET) TO 1�C SS (BROAD STREET),11tC 42 (ACADEMY STREET), SR I105 (COLEY FARM R OAD), WA SHI1�G T01� S TREET, SR I110 ( WILB 01�1 R DAD), THREE MEADOWS RD, SR 1179 (S. BRIDGE STREET), A1�D 1�C SS (BROAD STREET) R OAD WA Y S TAI�DARD DRA WI1�G THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: TITLE ORIENTATION OF GROUND MOUNTED SIGNS SECONDARY SIGN MOUNTING SUPPLEMENTAL SIGN MOUNTING MOUNTING OF TYPE 'D', 'E' AND 'F' SIGNS ON 'U' CHANNEL POSTS OBJECT MARKERS - TYPES OBJECT MARKERS - INSTALLATION PLA11l REVIEWED BY: DESIG11l B UILD U1�IT � SIG11lI111G A1�D DELII�EATI0111 U11tIT RENEE B. ROACH, P.E., CPM SAMUEL D. COLEMAN E.I. SIGNING & DELINEATION REGIONAL ENGINEER SIGNING & DELINEATION PROJECT DESIGN ENGINEER � OF y� \S�ooF NORTy ��,y� 9 � �� R� 9< � �Q � s � 2 Y tr � O � m p F' a� �2 �� o�' ti F o O�F T� F T R PNSp •�� o� TRAFFIC G GE1�lERAL 11tOTES TIP NO. U-5317 APPROVED: DATE: SEAL SHEET NO. SIGN-1 fl��E]LI�I�TAI$�Y �]LA�T� �� U�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - ALL TYPE 'D' SIGNS SHALL BE MOUNTED ON TWO U-CHANNEL POSTS UNLESS OTHERWISE INDICATED ON THE PLANS. - WHEN NOT STATIONED OR DIMENSIONED ON PLANS, ALL 'E' AND 'F' SIGNS SHALL BE FIELD LOCATED BY THE ENGINEER. - WHEN EXISTING SIGNS ARE REMOVED AND INSTALLED ON NEW SUPPORTS, THE RE-ERECTION SHALL IMMEDIATELY FOLLOW THE REMOVAL. - THE BACKGROUND FOR TYPE E& F SIGNS SHALL BE TYPE C REFLECTIVE SHEETING. - SEE ROADWAY PLANS FOR GUARD/GUIDE RAIL DETAILS. - ALL TYPE F ROUTE SIGN ASSEMBLIES SHALL BE FABRICATED WITH AN APPROVED VHB ARCLYIC TAPE WITH FULL FACE CONTACT BETWEEN "Z" BARS AND SIGN PANELS AND BETWEEN SPLICE PLATES AND SIGN PANELS. SEE NCDOT STD 901.40 (2006) - ALL PROPOSED SIGNS SEE PROJECT NOTE 3 UNLESS OTHERWISE NOTED ON PLAN SHEETS. PLA1V PREPARED BY: KIMLEY-HOR1� A11tD ASSOCIATES, I111C. � Erin K. Thompson P.E. PROJECT DESIGN ENGINEER m e �� orn Caleb D. Lowman E.I. DESIGNER c � Q I � � � N O N N � O i � � � � 0 � � 0 � � 0 0 J � �C � � 4 Q V , �, ,� a N � U � � O � � i C O � � � � � Z � i � O O N N � N O 0 � 0 � � J Q � / � � � � � � =D n � �rn Q O H � D I N � � O m C z Z � � � H � _ O Z -I � z m o v� v N � v � � Z c � � z C � � � � O � � � � � HEET 1 OF 3 903 D 10 � � 0 a a � � � 0 _ F � z w � z c� � � O W o ' w � � O H F- 0 m HINGE CONNECTION ( SEE DETAIL ) H � 0 a a z � o � H � � ~ J O U H w Q = z � � � w � V � Z W W W w J Q� m x w - �- - _ � � � �I I� I a w w- � �I I I w o � a � �� I � � z "' J� I z � I I � " :3— F z z I c�.� I � � � z r __�_ � N 2 � � � I I � � , I N - — i — I- J � SUPPORT FRICTION R DETAIL GROUND LINE (FINISHED GRADE) I I o � o i , � i , �- �_—� �__� PERMITTED 1" DIA. MAX. TYPICAL TYPICAL HOLE FOR HANDLING BREAK-AWAY SUPPORT SIMPLE SUPPORT w � I � 15 Q4 ,�--� i � 30� PLATE THIC NK ESS = Tj SLIP BASE PLATE F � --i--� x � —I---�---� _ --�--� � SUPPORT� HINGE � DETAIL v �T3� w c7 Z N ~ _ , � � N J DIRECTION OF TRAFFIC 0" - %g" MAX HINGE PLATE FRICTION PLATE (NOTCHES TURNED DOWN) H.S.BOLTS ,r-FLAT WASHER FLAT WASHER-' FLAT OR BEVELED WASHER AS REQ'D. HINGE CONNECTION HEX. HEAD HIGH STRENGTH BOLT WITH 3 HARDENED FLAT WASHERS AND HEX. NUT. 4 REQ'D. PER CONN. DIRECTION OF TRAFFIC FOOTING . o :•oo � �0 _ o . _ « SUPPORT STUB BASE CONNECTION KEEPER PLATE GROUND LINE (FINISHED GRADE) SEE SHEET 2 OF 3 FOR BASE CONNECTION DATA HINGE CONNECTION DATA & FOUNDATION DATA. SEE SHEET 3 OF 3 FOR '� GENERAL NOTES. � STUB HEIGHT REQUIREMENTS A2 C2 F2 C o O � m W o R2 0 0 T2 = 28 GAUGE KEEPER PLATE HEX. HEAD HIGH STRENGTH - BOLT WITH 3 HARDENED FLAT WASHERS AND HEX. NUT. 4 REQ'D. PER CONN. rYp 2 12 SUPPORT DIREGTION OF TRAFFIC I � i .-_, � WORK POINT i . .To' o : o - _ I o �� . o�;' � ''Z'oo:- . .o.,o .o o� o . • •n o A : �.'o� �• o BASE CONNECTION KEEPER PLATE GROUND LINE INISHED GRADE) FOOTING �e SEE NOTE 14 APPROVED: DATE: _ SEAL Z 0 � H � � Q Q Q�_'"S . H�C�'3V . L.LJ�E"�Z oO�= °C z � F—U�O� � = r O W vr 0 � � � z H ~ H N � � Q 0 � SHEET 1 OF 3 903D10 TIP NO. ,��v�� n Kp�� °�oFEss io,�.�-� :� . � sE,e,� � : 022959 �o�; •`-c�;G i NE��'. : ��i� �!p w K �NV��C 0 SHEET NO. REVISED SIGNING ROADWAY STANDARD DRAWING C � � Q i � � I Z N I O O N N OO � N � � O � i C O � O 0 J � � �C � � Q 4 v i Q, ,C a N i v � � O L � � C O � i � � � � � Z � � � O � N O �, O � � O 0 � I J Q � � m v� H � � � � �� = D n � �m �� H D i N � � � C m Z z v �, r � H 0 = C Z rv � � rnD vH r HEET 2 OF 3 903D10 SLIP BASE PLATE DATA KEEPER PLATE DATA HINGE CONNECTION DATA BREAK AWAY SUPPORT BEAM BOLT BOLT WEIGHT SHAPE SIZE A1 Bi C1 D1 E1 T1 R1 A2 62 C2 D2 E2 R2 T2 SIZE F G H I J K L R3 T� CONSTANT LBS. S3X5.7 %2"DIA.X 31/4�r 7n 4n 1 n g/ n.Zi/,Zn 1 n �2�� 7n 4u 1 n � u .2/2n �,2�� 28 GAUGE ��DIA.Xy3/4" 21/ n 3/2rr 4n /2n 1 n 1/,Zn 2�r �,2« g�$n 18 .S. 4'X7. %%2"DIA. X 31/4,� $n 4n 1 n 3� re ,�1/2n 1 u �2" 8u 4n 1 n �n ,Z�2rr �2�� 28 GAUGE %2"DIA.X1� n 2r�$» 3�/,Z�� 4rr �2n 1 rr �2n ,Zrr gi2„ 3/$n '20 w6�(9 1 r� 1 �� n n 3 n 1 n rr 9�� n n n 3 n 1 n %�� rr j rr n rr i� rr n 9 n /2„DIA. X 31/4 10" 5,I 1,r �,r 3�2" 1„��32 I 10'f 5„ 1„ �„ 3�2„ 1� 2 28 GAUGE %2 DIA. Xi � 4 3/2 4 � 1 %2 2 �32'+ 3/g 32 W6X12 5/8 DIA. X 4 11 5 1 �/4 %g 3�/4 11/4 �32 11 5 1�/4 %8 31/4 /32„ 28 GAUGE 5/g"DIA. X 2„ 4" 4„ 4%2„ 3/4" 1/g" 5/8" 21/4" 1�2 3/8�� 39 W6X16 5/g�,DIA. X 4%2„ 12�� s„ � 1/ �� /8,� 41/ �� 1/2„ ��2" 12„ 6„ 1 y/ „/$,� 41/ „ 1/32" 28 GAUGE 5/g„DIA. X2�/4" q,, 4„ 4/2„ g/ �� ,� �8„ 21/ ,� 1�2° %2" 47 W8X18 5/g"DIA.X 4�/2,� 13�" 6�2,11/�, /8,� 4g/��1/2,� 1j2„ 13��, s�� y1/„ /8�� 4�� 1�2" 28 GAUGE 5/g��DIA.X21�4„ 5�/4�, 4„ 4/2�, 1,� /8�, 5/8„ 21/�� 1�2" %2" 70 3 r� 1 rr �r rr 1 ir rr rr 1 rr 1 � �� 7�r 1�2rr 1�r 5rr 1�2�� 28 GAUGE 3/ rrDIA. X'2%2rr cJ1� n srr 7rr 1 rr 3� n 3� n,3�2rr 1�2" %2�� 7.i W8X21 /4 DIA. X 4/2 14 7 1/2 1 5 1/2 �2 � 14 W10X22 3/ „DIA. X 41/2„ 16�, 8�� 1/2�� 1�� 6„ 1��, 1�2 16,� 8�� 1�2�� 1�� s�� 1�2�, 28 GAUGE 3/ „DIA. X2%2„ 5� �� s�, �„ 1,� �� 3/ ,� 3/2�, 1�2 %2" 119 W10X26 3/4 °DIA. X 5%2 �� 16%2 �, $,� ��2 �, 1�� 6„ .� �«��2„ 16%2 �, $„ 1�2,� 1�� 61, 1�2" 28 GAUGE �"DIA. X23/4" 53/4,� 6�, �� 1,� g/ �, g/ „ 3�2„ 1�2" 5/g" 140 W12X26 3/4"DIA.X 51/2�� 181/2�, 9„ 11/2,� 1„ �„ 1�,� 1�2 18��„ 9,� 1�„ 1�� , 1�2,� 28 GAUGE 3/��DIA.X23/4" g��, 6�, �� 1„ ��, 3/„ 3/2�, 1�2„ 5/g" 176 W14X30 1��DIA.X 6�� 22,� 9�� 2„ 1�2�� 6,� 2�� 1�2�� 22,� 9,� 2„ 1�2„ 6„ 1�2„ 28 GAUGE 1"DIA.X 3" gg/4�� 7�� 8�� 11�� 2�� 1„ 4" 1�2„ 5/g" 205 W16X31 1��DIA.X 6„ 24�� 9" 2�� 1�� 6�� 2,� i�32" 24" 9„ 2„ 1�2,� 6" 1�32" 28 GAUGE 1"DIA.X 3" 5�" 7,� $,� 11� �� 2�� 1�� 4„ 1�2" �" 223 W18X35 1��DIA.X 6r� 'Lr-jrr 9n 2n �/2n 6rr ,Zrr �'/2" `LrJrr 9rr ,Zrr 1�2rr 6n 1�2�� 28 GAUGE 1�'DIA.X 3�� 6r� 7n $rr 11� n,Zn 1 n Qrr 1j2�� 3�n 'L4.3 W18X40 1��DIA.X 6%2�� 26r� 9�� 2n 1/2n 6i� 21/ n 1 j2 26�r 9�� 2�� 1�2n 6n 1�2„ 28 GAUGE 1"DIA.X3%2r� s�i 7n $n 11/ n 2rr 1�� 4u 1�32" %8" 278 W21X44 1"DIA.X 7" 29" 9rr `�n 1%2n s�r 2�2rr 1�2 29rr 9rr 2rr 1�,Zrr srr 1�2�� 28 GAUGE 1"DIA.X3%2�� 61/2r� 7�� 8'r 1��u ,Lrr 1n 4r� 1,3�2" %$° 310 _ � a w 0 � z H 0 0 � io Z 2" FLAT TURNS TOP AND BOTTOM (SEE NOTE 10 ) SECTION A-A �$ BARs v FINISHED GRADE (LOW SIDE) �-- i=r_�==�F=Exa I I I � �I I � �r-�� 1� T _. ,� _ � 1 1 � � I - �' � A � � � - � A �i �- �. - ' � � � �,-'� � � r=�_ _ � � � � � i i --t i I I I ��1~1 i I � I 1 I Cr2 _ _ 7 _ _ _I_ I FOOTING DETAIL Q 0 c� z N � 0 0 LL SECTION B-B � FINISHED GRADE FOOTING DETAIL NIN. FORMING REQb. _ � a w 0 cs z H 0 0 � Z F-1 .� FOUNDATION DATA * FOOTING SPIRAL DIAMETER REINFORCEMENT BAR 1'-6" 8# 6 BARS #3 BAR, 6" PITCH 2` 8# 7 BARS #3 BAR, 6" PITCH 2'-6" 8# 9 BARS #3 BAR, 6" PITCH 3' 8# 11 BARS #3 BAR, 6" PITCH 3'-6" 8# 12 BARS #3 BAR, 6" PITCH 4' 8# 14 BARS #3 BAR, 6" PITCH * FOUNDATION DIMENSIONS ARE SHOWN IN PLANS TIP NO. APPROVED: DATE: SEAL z O � H � �--' Q ¢ Q� ''�....� . H�C,��V lL J � H oo�=z LLJQzLi-2 Q U � O H � ��LL�J � � C1� a z �"� o� ~ H � W � I Q� SHEET 2 OF 3 903D10 O�O�N�CARp'� �i�� .`'��;pFEs S /0 �.�'9��. C ; � �y : : = ' �' SEAL � ' = � 022959 � : '• FN ��;�' : .,��;.,, c � N� , �,. ,,,,, �� nuii►�` �,,,� SHEEf NO. REVISED SIGNING ROADWAY STANDARD DRAWING TIP N0. SHEET N0. 401 QUANTITY REQ'D 15 402 QUANTITY REQ'D 14 403 QUANTITY REQ'D ?_ 404 QUANTITY REQ'D 2_ 405 QUANTITY REQ'D 3_ 406 QUANTITY REQ'D 1- U-5317 SIGN-3 APPROVED: DATE: SEAL ,8„ X 18„ 24-� X 30„ SPEED RIGHT LANE OM1 -3 R4-7 LIMIT 24,� X 30" R R 36" DIA 48" X 48" T 36" X 36" R2-1 W10-1 W3-3 MUS � R3-7 R TURN RIGHT ��L��VII�TAI$�� ,��v� �� N�'1[` g751F, ]F�IB ��N�"Il"�B�T�`Il"S�SSN MOUNT BELOW SIGN #402 IN 14 INSTALLATIONS DOCUMENT NOT CONSIDERED FINAL ONE "U" POST PER SIGN ONE "U" POST PER SIGN ONE "U" POST PER SIGN TWO "U" POSTS PER SIGN ONE "U" POST PER SIGN UNLESS ALL SIGNATURES COMPLETED 407 QUANTITY REQ'D 2_ 408 QUANTITY REQ'D 2_ 409 QUANTITY REQ'D 3_ 410 QUANTITY REQ'D 2_ 411 QUANTITY REQ'D 1_ 412 QUANTITY REQ'D 1_ 413 QUANTITY REQ'D 1_ DO NOT STOP 3°" X 3°" ONE WAY 54" X,$-� SPEED LEFT LANE �� " T P R1 -1 R6-1 (R) 24" X 30" " " 24�� X$�� 24 X 30 24 X 24 LIMIT AAI IC� 36 X 36 SCHOOL S4-3P ON R8-8 R3-4 R2-1 IN1lJ J R3-7 L TRACKS TURN LEFT YELLOW/GREEN REFLECTIVE SHEETING MOUNT BELOW SIGN #412 �� ,� �� ,� „ „ �� ,� �� „ �� IN 1 INSTALLATION ONE U POST PER SIGN ONE U POST PER SIGN ONE U POST PER SIGN TWO U POSTS PER SIGN ONE U POST PER SIGN ONE U POST PER SIGN 414 QUANTITY REQ'D 1 _ 36" X 36" S1 -1 YELLOW/GREEN REFLECTIVE SHEETING ONE "U" POST PER SIGN � � TYPE ►►E►► SIGNS TIP N0. SHEET N0. 501 QUANTITY REQ'D 1_ 502 QUANTITY REQ'D 1_ 503 QUANTITY REQ'D 2_ 504 QUANTITY REQ'D 2_ U-5317 SIGN-3A APPROVED: M4-5 1- 24" X 12" M4-5 1- 24" X 12" M3-4 M3-2 2- 24" X 12" M3-4 M3-2 2- 24" X 12" DATE: TO TO WEST EAST WEST EAST SEAL M1 -4 401 1- 24" X 24" M1 -4 55 1- 24" X 24" M1 -5 55 55 M1 -5 2- 24" X 24" M1 -5 55 55 M1 -5 2- 24" X 24" M6-1 L � 1- 21 " X 15" Mb-1 L � 1- 21 " X 15" M5-1 � � M5-1 R 2- 21 " X 15" M6-1L <� �, M6-1 2- 21 " X 15" ]��EL��II�TAI$�� 3� Nc�'I[` g751E ]F�Ig ��N�"Il"�3�T�'Jl"S35N ONE "U" POSTS ONE "U" POSTS TWO "U" POSTS TWO "U" POSTS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � TYPE ►► F ►► SIGNS � � � � � � � z N I O N N N O i � � � � N c 0 � c O � 0 0 J C, 'c a �n 4 Q4 v � O, ,C a N � � � � 0 � � � � 0 � � � � � I 0 N N O �, � 0 � i Q � t�4��t, 1' � / � ,� � r� �� RETAI N � jIW �S � `f � �33 - � _ _ i i i�i � � �-r=� ' � ( � . d RETAIN \ 0 \ � ` ., � �y / � ' � O1 � �--— �_� RETAIN /� � �� --�� ,� RETAIN �� cr >' ,� ��i ' �"', °� ,'�_ ��w� 'a�^, ry"; _-- �, _ ,.- RETAI N ��,��,, �� 1 � � � � � � ; �� J 1� �r�� -r� 1 � � � — a; , y -'�;sr = , , , � ,j' .- �'�%' � ' � �� `v - � �- %�' �/� , -` �i' � �r o % � / -�'" - � / .�- __ -- j %�/ / �/�/ �� ,�� / // �::-, � // / ` � RETAIN � � ° .�� / � � U, ' `� `� � s � � � �. \� 401 402 't �� f� e.� R 2768 K�Y �/ \\ S�� P � � ) (S� � � � , � u RETAIN � � � �, �� ,, �." �, �� ^�� -L- STA 10 + 60 !� V � � \ �� 0 �� = ' h � � �� `�J� � �� `� `�, �� SEE NOTE 1 .�-� � a \ �' � �--- � � �'�.. �� —, �\ — � � � , / k C � � �� w�� ,� � � � � �� i� �� o � �� \ \`/ � Y \ \ ` RETAI N � 'Y '` �� nZ `' �` , ` � ky � � � ' � � i � _ -G �' � j\ 'C C � C��— �,', ` � � �-� � �,, ,� �� \ \ �N TM`' \ �LL � ` � � \ � N \� � \ � � ��. � 4 \ �y � �, � � �� `� ZO�,, �, �E j, ��`�, �� , �� ` �� "`, � j`� - ,,t r� ,, , \� ,, �� \\� f f � � � �� 1 ,� � —Q �r _ a — � � � 405 406 STA 15 + 17 _L- STA 16 + 17 -L - > R 5056 JUDD PK�IY) � z Z � � � � � �� _ o - _ - - _- � -_ - - _ - o — — o — �— — — — — — — — —__ _--.—¢,—_--��_-=� �—= --_��— , � i � — �- - a — — a — 501 - STA 19 + 93 403 -L- STA 13 + 10 � � — — � — — o _ — o — — � — -- v — 404 -L- STA 16 + 88 �� — v — 4�7 -(_ STq ,8 + 92 PROJECT 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E c o, � � i Z � � i z � � i � 0 0 N N � N O i � � a� -�' N e 0 � c 0 � � � O J Oi C �C � � Q Q Q V i � C ,C � N i U � � O L � i C O � i --. � � � � I � O O N N � N O �, 0 � � 0 0 � i J Q � � � 0 N \ \ � 1 ' `� 1,, �� / + / , ,,F /J , ` . / � ..._ t ' `. / / .e _. _a ._ ._., � '�'�/ / � _ ` ` � � ._� I / / � '_ _. ��'' ..r � '_. _. - - \ ` ., ... _ s. - . \ -� �i o ,,� ,�� , , � o� l � �� ;. ��Q , . �' '�� - �!, ` � ryi 1 �/ � f� I�£� ..., V VOv � Of N `.._�_.�\ � � � J l-L<VJ� l� l 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E c a � � i Z � � i Z � � i � 0 0 N N � N O i � � a� -�' N e 0 � � � c 0 � � � 0 0 J Oi C �C � � Q Q Q V i � C ,C � N i U � � O L � i C O � i --. � � � � � Z `. � O O N N � N O �, 0 � � 0 0 � i J Q � � � O N \ \ � C � � � I Z � � I Z � � I � O O N N � N O i � � a� -�' N e 0 � � � c 0 � � � 0 0 J Oi C �C � � Q Q Q V i O� C ,C � N i U � � O L � i C O � i --. � � � � � Z `. � O O N N � N O �, 0 � � 0 0 � i J Q � � � O N \ \ � C O� � � I Z � � I Z � � I � O O N N � N O i � � a� -�' N C O � i c 0 � � � 0 J � �C � � Q 4 v � Q, c ,� a c� � � � � 0 L � � c 0 � � -. � � � � � z � � 0 0 N N � N O �, 0 � � 0 0 � i J Q � � � 0 N \ \ � � �' � PROJECT 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E c � 0 i � � i Z � � i � 0 0 N N � N O i � � � � � c 0 � C O � O O J � �C a � 4 Q4 � Q, ,� a c� � � � � 0 L � � c 0 � � � � � � � Z � i � 0 0 N N � N O �, 0 � � 0 0 � i J Q � � 405 -L- STA 74 + 00 — o — — a — — o — — o — _ � I — — _ I - — — o — — v — — � — — � — o _ ° o — - �I � � _ —�-_ _�- I � � �_a� _ a_ . �__ � u ° _ _ v — -L - �NW J� DD PKW Y) e � �� — � — - -� -- - w� -- `-�_� �---�- e" � - - o o �- �3-� _ - - - i __ Oy — � � — a — — u ,_ _ o — / ^ � / � � �� SEE NOTE 4 -L- STA 83 + 07 PROJECT 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E 403 —L— STA 84 + 40 0 � L�i a� � � J SEE NOTE 1 � W F - -, a a� M i � '� J _J 4— — — � w r �' i ��3�1 � _ �` �J SEE NOTE 1 r� � 3� 'v 403 —L— STA 84 + 15 � 0 N \ � � -L - SR 5056 (NIN JUDD PKWY) / � m � o�-� �r z�1 � SEE NOTE 4 �� —L— STA 87 + 30 � � � o � i�� r� �i _ `�OL�� / i I �THR EI m ADOWS AD,� I I - - _ .��_� _ � _ - - - -- - - - - _ o _ o a - - - - - - - - - �] / � �� — v — � �� o p I � Z n � � -� � � 3 D � � N � I � N n � `— — —� SEE NOTE 4 —L— STA 85 + 86 � 1 n �+ — a — � —�__________ _ _ _ � � 402 401 —L— STA 87 + 00 ,�� . f` f., � — — --� � - -... % r` � � , f � /5 e. SEE NOTE 4 —L— STA 89 +$1 � � SEE NOTE 4 �� —L— STA 88 + 05 —L— STA 89 + 54 �� J 401 402 �� -_ �� I=��1 C aooM��non_ � �� I ~IZ I i� � � � �� I= =I �� y J _ ___-_ _� -- - - - `"� - � - - -� a,_ . — o — — o — F F r __ ' - --- r � _ o — — � — n— _— SEE NOTE 4 1 I —L— STA. 87 + 05 I 3 _� I� ml �� I ^� � z m —1 y m -pW�- � J SEE NOTE 4 —L— STA 90 + 20 �WARN WG� � � ICOMMUNITY� �WATCH J F — ° — — o _ � - - - I - - - -i_ �_---- - ° — — u _ � - �_ -- - --- - -� - _ . � �� 1i SEE NOTE 4e �� —L— STA 93 + 02 '�.. ,_ � � ii � �J L� li `� �� _.,/ � ��__�::�_ � �'�� .� — o — ._ _, � ��_r __��_�_�_—� _=� --�_� — ° — — u _ ��v�� O��' _ J � , �� SEE,.NOTE 4 � —► =Y5— S;�'A. 12 + 88 I I � -> r� � � � , � , ��' `�1� ��> � I I � ��.. � �O `��. �� ' � � � `�� SEE ��'��'� 4 \` \ � �� \ � �-�W�- SIA. +2� �. � �0�,�,i� � * � �. \ .�'dS � `' � � � � \ -~ � J ,. \ �\ --�''. SEE NOTE 4 � `�� l. '�o —Y5— STA. 14 + 00 `` �, � \ k^ �. �� . �� \ ,� � � � �� \ `�� , ,..� ,, �. � ,�' �\ i ) r / / �f / / `� � %� / �� o � � - o _ � — o — — a � � � — v _ � �-- --- -----� n� �� _ �, � �_ � � � � �'_�_ � � � a � �� _� �p — — — `-�-- ---�-_� � � O — _ — —�.. - O -_.` --� �.�,- _ ; PROJECT 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E o� � N � � � � 0 0 N N O � � � c 0 � C 0 � � � 0 0 J Oi c �C a �n a a � c, ,� � � � � � � 0 L � � c 0 � � � � � z � i 0 0 N N N O 0 � 0 � � Q � � 0 N \ � � i z � O � W�� z �► � rn � _ vQ� ��Q I J J � I W v� 412 -L- STA 97 + 95 -- ---- -�-__ � �_� �''�: �� \ 403 -L- STA 101 + 55 504 -L- STA 100 + 34 SFF NC�TF d 402 � -Yb- STA 13 + 97 � 401 SEE NOTE 4 -Y6- STA 13 + 90 CLL 1.1!'1TC l i � �� 402 401 � �� -L- STA 103+85IzIUl Ivl I � RETAIN �� _'_i I ii 503 � -L- STA 96 + 13 �`� ' i RETAI N ! �--� S SPEED � i � LIMIT I ''35' � I ' — —� � SEE NOTE 4 -Y6- STA 13 + 63 I ADOPT I I A I HIGHWAY I .1 � �^ � �� SEE NOTE 4 �11 0�1-Y6- STA 14 + 09 � 1 . ��?I I ;j ,. i SEE NOTE 4 -Y7- STA 107 + 19� -Y7- STA 105 + 45 PROJECT 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E c � � � � � � � O N � N 0 � � � C � � C O � 0 0 J �, 'c a c� � 4 Q v � Q, c ,� a c� � � � � 0 L � � c 0 � � -. � � � � � z � i � 0 0 N N � N O �, 0 � � 0 0 � i J Q � � � 0 N \ \ � 504 -Y7- STA 108 + 20 c~ � W _ • N W � � � � J O 402 401 -Y7- STA 110 + 14 � � 503 -L- STA 84 + 15 N � W � F— cn W 7 � J SEE NOTE 4 -Y7- STA 111 + 14 401 � -=-1 �I J �_ _ - � � � V \ � � / \ � _ ' - � � � � --- ____ --- � �- �_- �-�--. �- , s- __ � �`,� _ _ � � r — — ___ _ _ __� 1 = D I = D �I D �' I I-�_— RETAIN � �___, ' � �. 6� , !, �_ `-s\ � - i � - � - � - �- �--- �- -- �— — — — � . �._�_- — — . �. -� __6_�__�A ___ �__ �,� � � --_�-�-- _ �� a�$-�---� - — � _ _ � � � ___ _ � _�- � - - � =� �� i - I� .s � '_ �_. --� _ � ^ - � � ��/.'-- __.- � J -- '---'� .� ��., �---- �--. .s-- .�� _ .._- - --"' ' ` _,..-_ , � - -_�- - I �r. . � I I �_ _-..-�-.-" -�-=-�1, � I �� '�^�� f - -�---- �_-� --- �_` � _� '� � �(�� J r ) ��I � � �_ �__ _ = Il � D � \ � �/ z � RETAIN � � - =_- -y�_ � �NE ✓�� 5�6 K�iy� —_ ' PROJECT 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E c � � � � v 1 � � � 0 N N N O � � a� � C O � C 0 � 0 O J Oi c 'c a cn 4 4 Q v � Q, c ,� a c� � � � � 0 L � � c 0 � � -. � � � � � z � i � 0 0 N N � N O �, 0 � � 0 0 � i J Q � � � 0 N \ \ � -Y3 - W ASHINGT ON ST � �_ N \ n _ O o / 413 414 -Y3- STA 17 + 88 / � �� -�- ��r �// / I� 1 �� ' — [1 411 -Y3- STA 22 + 07 W~ �� L�i a�N � RETAIN �, I �° I rAFSPA��N� v�oPn oaswi��aE ' I aosecureo I � � � ��" — � �� RETAI N � �`'� _ � �. w � J I � �O�■ �O \� ` — � —�—m— —� � � � SEE NOTE 1 / � � iQO� w Z � � � w � � , S �_ � -Y3- vVASH�N�roN PROJECT 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E r ' i � � ; j r' - , � ' -� ,, ,, J I 1� ,;,, �`- I I I ,,,i/,,� ^_,,� , , . , ' I I ' . , , � � � - �, � —� • , �� _-� - �� - _— � _-_ -�_� _- _-____�_ � _ , � Z `. I � O O N N � N O �, 0 � � 0 0 � i J Q � � � 0 N \ \ � � SEE NOTE 4 -Y4- STA 17 + 35 _ _ --, � WF �i � a� � i I�J__� — �, , , , ,` �' � rn rn� � D� � D Z �� _� = D 2 r�o�z �+orn v o �o �o z � � PROJECT 1�OTES 1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL 2. DISPOSAL OF SUPPORT, U-CHANNEL 3. SIGN ERECTION, TYPE D, E OR F 4. SIGH ERECTION, RELOCATE TYPE E N O > w � NARRAT lV E - Prn Ier.t nesr.rl tn Inn �� 55 '� IMPERVIOUS SURFACES IN ■ � � � , � �� NW JUDD PARKWAY DISTURBED AREAS � , im e >> orn The purpose of this pro�ect is to construct a new roadway �NIN Judd Parkway) ��- ', ' _=:�� " , � � �,� � In Wake Count y, Fu qua y- Varinaa The ne W extension WIlI consist of o four lane dl vlded , --- F R O M N C H W Y 4 2 T O N C H W Y 5 5: curb & utter section With a rassed medlan bike /anes, and sidewa/ks from NC 42 to � - E� P�JE '% 9 9 ' � � �� ''� � � � � IMPERVIOUS SURFACE = 1H.H3 AC 421 FAYETTEVILLE STREET, SUITE 600 NC 55. The roodwa construction for NW Judd Parkwa Is a roxlmatel 1.79 miles �� ' ' ' rza�E��H, N.C. 27601 PP Y �� ,� ,. P�� -- - � _ t rnln m m nt �n t 't t A n t l n r ith r �� : ��;� � --� � � �� -� � �� NE ��o ��-� � 9 9 Y u ove e s bosed o he capac y s ud . eW wo a e oadWay w cu b& � ,, F 9 . � 1 Y . . a � Y� �_� � � � � _ �� - . ,_ i n en , i iona mi es o wi eni n o u or wa wi accommo a e new �, � -- __ \., gutter and sidewalk on the left and shou/der on the right, 0.17 miles in length, will , ia �� { , �_ - � �� _ , � . ° �i � � : � � T oW� Contact: _ � , � � -- connec� Woshington St with proposed NVy Judd ParkWay• widening of the exls�ing ,A � o � ��, s � � ��a ,� � a��\ �_-_ �, ° � � - � Trac Stephenson PE �_ � � �� Washin ton St will be constructed for 0.l1 miles to the Intersectlon wlth Brid e Sta 1 � �� q y �, �� , �, � ; , 9 9 �� C � = � , �� a��, O �� ° PROJECT � �� _ �� - '"� ; �� DENUDED AREAS / � � � _ �'� � _ WIlbon Rd Wi�� be reallgned for 0.22 mIles to Intersect Wlth NW Judd Parkway. Bridge Town of Fu uo -Varino - �� St Will be reali ned for 0.10 mIles to intersect with NW Judd Parkwa at the exlstin �r _�� '� �- `��-� ,___ �� ;�-_ __ ToW� Engineer �- ��` �� ,� , ��;''(� 9 Y 9 - � � � - . s �, � �� , - - - � 40/ 0/d Honeycuft Road �. � ,- ,� � � ( � � � )!� intersection with Three Meadows Rda i � � � w��eoN Ro � � �� _ _ = '' _ �'� ' , �� Fuquay-Varina NC 27526 � FLOW ARROWS ,; ��, � � ��; � - - - _ �� BENGAL BLVB �� , / . � ) � � - Approximate/y 42.96 ocres wi ll be disturbed duri ng the � - � _ _ _ _ _ _ _ � � _ � �, �,, - - , _ , �, -, _ , � � ; � , l � , , � constructlon of thls pro�ect. Also, opproxlmately 24.13 acres will be vegetatively stabillzed i � �__ _ __ - ��; � � - � � � ; � � l9/9� 753-1039 ��\� �'�� ,� �� ' �� /i/,�;/;� � � �m �� 55 � �� O �< < PROJECT REFERENCE NO. SHEET NO. U -53/7 EC -1 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��LI�I�T��$� �]L��T� �� % Wlth grass and permanent p/antings. � i � � � � �, �� i � � "� �� V `�" , ( � � � � � � � � � � � � � � � ' � ) � . �, , ,, � � . ; � , �� ` ` o \ ,, , Judd Porkway is located in Woke County Fuquay-Vorino NCd The pro�ect site begins � � -� ' �� > . e o . ,_ , , , � , ;' ''�� -� � I ----� -�--I � '� � � � _ --_- Total Disturbed Area (shaded) = 42.96 acres �� -�� m � . � � rn ; J-�` , ; ' � --- � �� i_ , at the intersection of NC Highwoy 42 (35.582 N, -78.8/5 E� ond existing Judd m �� - ��;�` �- , , - �� . ; �,�� /� Parkway and proceeds cross country In a north/northeast dlrectlon crossing the Norfo/k `� -�� - - ' °' � - =i -,.��(; =i� �� - ' �. --� �--� / j/� � Southern Rai/roada NW Judd Parkway continues o/ong the exlsting WI/bon Road /ocatlon � `��, �� ,; , �;�� ,:'J, � � ----- to Intersect with NC Highway 55 135.602° N, -78.803° EJ. z �� ----��" � wASH, ��, 1 I,.II�, �__--_. ,,_ _ , , H6T0 � � - ; _ , , � k-sr �� ,�,,��,�< < � ��-- ��--- ,� �;�� ,/�� , � � �� , �, � :,,' l\��=,! = � � y � ' �� „' ��/ G ; , � - . . ; , a 1 l ��:��- ;��-` 1 � ;i`, l��/�;,i�,,°��,! ,, � � - I SitP nP.sr:ri tn inn ,-- ; � -� „'�� . �� 1 �al "� ��1�, �' _ � � �- - =�� ) � � � -�.�-' i � , � '' ��_ $' , � , _ _ � � � � � � � � �� -�, � ;'� �/� i �� ,'�, ,L �� The slte is enerall le e/ to slo In ond contains drolno e a s that are bordered b � � `� �� ; �' �� ' �� _ �� ' � � � � � �� -� �i � � � �' -� - �� -, / � /�% � �� ,,�i ;� �� 9 Y � P 9 , 9, w Y , Y � � - �� -'--�, _ _ ,E. ,�,aoE�r sr ; � � 1 � , ; �l � , �,�,,�, ,;, �! , ,� � - �'N %�`�� ST . _ � 42 ' ,� � ,� , -�:� \ �_�- _�� ,� , ; / �� i�,. moderate slopes. All draina e mokes its wa throu h a series of ditches ond storm E�p ,, Y. �� e . . 9. y 9. s ,; E� �r' � � ,- , \ � ; �_- ' %�' =_ - _ -" / � �� ;;; � r� � ) � , . --.� �.� � ; r in t m int tri t ri f t F r Ri r �Fs I, � ! !; ; ,, � ��, ;�\, d a sys e s o bu a es o he Cape eo ve o T � ,�� -; ��_ -- ,`, �, � -- -� ;- � � \ � � ,� �� `� ,Q � / - � ��,; �- „ - �� __� %/� �- -- ,-' 1` � �,,, � � , . � � _ � ;/ � -_ .. _ '� >.� O - � �- �� 1= , � I I '� � - �� i l �. - � � i - , �� ;� �� \\� `, � � �_ �� , , , - _ �� . . . o . o . J / . � _ � _ ��`\ ,��, I ( , �;; - `� ;_,�� ; /; 1 I � \ � � � � � ,, �,;;, i �� , __�,- , I, _ , _ , �- _ \ , �_\� . l � � � l; , Th it i l nt inin r ni r ll lti t fi l Th - � __ ; - _� -- -�� -� � � �� \ �_„ , ��, � e s e s deve oped co a u ba zed a eas as we as cu va ed e ds. e FUQua� �AR��va._ I � �= �� -�- -��, �� g � a --- � -�- � . . . � � �R�� ' ,�'. �-� � ��,',�i �� _ �A� �� I �� I I ��\� �� i^ ma or drai na e a f or the area i s Kenneth Creek. �� 42 - - a� - � - �� - � _ . , _ �� . �,�; , � , �,_ �'�� J - �; , �, � ! � ,l' � � �\ J'��' J 9 w Y S � � • a �� .� �� /� ; �� , ' ; � ��;' , � i� �=- � -' _ 2 I - �� // ,, � /j,� ;,1 , , rl i-9� .� s�-�. � �- , � /��,f '� I \� � ' � ' � / � �� ..��,� , .�� e ' � ,�� /'I I�' \'�� :�_ii /� � i �,�,- -�` � , .�- �. �. � � � !i \� ��i �I I II'\� � .�� ^' �'�" ��`\ `- � �� ,� � � � . - A� i ncent Prn ertv � _� %�- �- � � � ,, �� \..�-�:- i/- , � _ � � : � , �, �� `� �, � � , �� a �� VlCINITY MAP ��,,�� ;��JI I�i��'��I��,A� ��;� ,-" � � ��, �� -�� j � �� l � �i i ,; ��.� �� ,/ �� i- � `'" = ^�� ,� Lond use in the vicinit is enerall residentlal ond wooded with a few industrial ') (�r� T �,,��, /i, /-� ,-� � `-` � Y 9 Y ,I � , , � �, �..��; , I �I I I \ � ; -./ /�� .��e1 �� %, � � �., l f �^ \� �:- locotions. Areas od�ocent the proposed roodway consist of residentio/ subdivision, wooded, J ��,�� ,��, �.:;� �!� ;�, I I �--tl�� /� ;i =�; � ,� �_ ,; � , � , � �_ i� .//" ;-��/, � .� . . . . _ , n /ti t Th m r t/ t f r r n- ff i h r i K nn th r k K nn th r k - � - �;, �\�, ��;��-� %�:-�, '�- =; �_-�-� � %=- o d cu vo ed. e a�o ou e o u o d sc a ge s e e C ee . e e C ee �, �,, �,-, �� , _ _ _� %� � � < . . . > .. \ .� i , ,�;�,� .._ I . ;�;; + .. / �\\�.� �� - �. '-%' �-.�,�� :- i �= =�-_� ;�1��'', . � � . �. / \ =\��- � / ti_ i s a Well estobli shed entl -f lowi n tri butar �o fhe Ca e Fear Ri ver. � � �� , � � � � � � ��,- 8��7�N � NS %RV C%�ON � � � � � ��--��= % � � � � � � � � � � � � _ , � 9 Y 9 Y P � ; � �� ,; ;>�� ,� � � ;_�„� ,�� %�--��.��1, , -��=.STA °12+50.00 . ,� �� i �-= � � ' � '�-` � \; � ��,�; � .� � _ _ ��, --� � , ��,�� j�� > � t � � BEGIN CONSTRUCTION , � ; '// J � /� � �I�, �� -�:% � . \, � �,-- ,, I The closslfled soils in fhls reglon 1nclude the Appling serles, Wagrom serles, and the ,1 , ;, � � �;��' �� . � , .��.�i� � / �� '��\ . � < v� � � �� %!�� '/� , ; ; � � -Y6- ST14 7.3 '�' 7Jr. 7 � ehodkee serles. � �� I ll'� i�� ,, � � ,�. . � � �`/i �-�� '��. � � �� !,i�� (�t �� %�� - ; �� I�V � I � � � � � � . , J , � , 1 � � � � � • e . . . . • . . ., i � �i ( . ��1=��i � , • . . <, �'''�:�� !/ �� `�I _ , � � �A \� �� ; . . . � � � . . . � ,I - � �� , :.. ��I\ , � . . / �, /, /"/'--/�, , ,;, � � � O /�� ;r� \�\\� ;\� \ . ,, %; . • . `� / . , � ', �1 / ' �% �/ �_ _ //% �� \�\ . ,�,� 1� ,,, ,� �, o � �� , , ,,��,��,, , r .;;� 1,,, ,,; / � ,; ,; � � �� _��-_ � � BEGIN CONSTRUCTION /; ; r: �� , ;\\� \ \l �� '1! 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WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS �a �� j / ISBRKD , a � Z.O' WEIR HEIGHT ARE INSTALLED 50 THAT THE FENCES WILL PASS OVER THE PIPE OUTLETS. O `�� , j�// \\ ' �\ � NCDOT STD. 1633, O 1 2. S I L T F E N C E O U T L E T M U S T B E A D D E D I N T H E F I E L D W H E N E V E R L O W P O I N T S A R E E N C O U N T E R E D A L O N G S I L T F E N C E R U N S. �. a�:��-- / �� / � N"" -/- �� \ `� ; , 3. INLET TUBES "SILT SOCK" AND FILTER SACK INLET PROTECTION MAY BE USED IN PLACE OF HARDWARE CLOTH AND GRAVEL INLET � `�1 �, r PROTECTION WHEN DEEMED APPROPRIATE BY THE FIELD ENGINEER. N LEGEND � � a �° 1 O 4. USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUTIFILL SLOPES INCLUDING BASINS AS NECESSARY FOR STABILIZATION OO � � \� �; 5. PERIMETER SILT FENCE & SILT FENCE OUTLETS ARE TO BE MAINTAINED IN AREAS WHERE BASINS ARE REMOVED UNTIL PERMANENT p CONSTRUCTION LIMIT TEMPORARY SED/MENT FENCE y�w �' VEGITATION SUFFICIENT TO RESTRAIN EROSION IS ESTABLISHED AS WELL AS APPROPRIATE EROSION & SEDIMENTATION CONTROL � C F � � �i �,' THOMAS R. ASH�ORTH HEIRS INSTALL TEMPORARY MEASURES IN OUTLET DITCHES. DB 5523 G 312 oTREE PROTECTION FENCE — T PF— COFFER DAM/IMPERVIOUS DIKE � �� ' . .. � � a O �� \ i A "� fi'E�'�K=,�IL,T �HECK TYPE A 6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT � CLEAN WATER D/VERSION � CWD � � `�'- \ ` `', \\ "` ,, � �. 2.0� WEIR HEIGHT � -_--- _.� _�_ THE END OF EACH WORK DAY. � SKIMMER SED/MENT BASIN � � '` ,\ NCDOT STD. 1633.01 R�'�"`� � 7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS Q TEMPORARY DI VERSION � T D � '��' S g� N D A y I D A L L E i� K L E! N � a 1 ,\, 8 � 9' 6 4� UNTIL ADEQUATE PERMANENT GROUND COVER IS PROVIDED. � DITCH � M•��'�` � DB 10774 Pt; �634 �" ��, � � N 00°38'3p• W 8. REMOVE CLEAN WATER DIVERSIONS AT THE COMPLETION OF THE CLEARING PHASE. WHEN THE AREA PROTECTED IS PERMANENTLY Y S E D/ M E N T B A S I N E M E R G E N C Y —>—> GRAVEL/HARDWARE CLOTH TYPE � 1� ,� STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. SPILLWAY INLET PROTECTION � � ` :�' TEMPORARY ROCK SILT �"� . ��,, � '" �w � � , � 11lPDES GE11lERAL STORMWATER PERMIT CONCRETE WASHOUT STRUCTURE � o , y � CHECK, TYPE A � � � \ \ \ , `� SOIL STABILIZATI0IV TIMEFRAMES TEMPORARY GRAVEL "'� � � � S E L F- I N S P E C T I O N S A 1 V D S E L F- M O I V I T O R I I V G S H A L L B E C O N D U C T E D c� a �� .`�� IN ACCORDANCE WITH THE CONDITIONS OF THE NPDES PERMIT NO. CONSTRUCTION ENTRANCE TEMPORARY ROCK S/LT cn 1,6'- �� NCG010000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND -+�,,,� -\; ;�- p�� S/TE DESCR/PT/ON STABIL/ZATIOA/ TIME TIMEFRA�E EXCEPTlOIyS CHECK, TYPE A WITH PAM � �, n ,- rn� \ SQ 7 �5a NCAC 04B.0131 LIMITS OF DISTURBANCE �" — � �� s - - � � -{ �\�� ED�j �ARD PERIMETER DIKES. S�yALES. DITCHES AND SLOPES 7 DAYS NONE � (SHADED) SILT FENCE OUTLET � �y 15'� } �� n �5X5 CONC. T�MMY THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY HIGH �UAUTY ATER (HO ) ZO � SPECIAL STILLING BAS/N , � �� s+ �� J+ BOY CULVtRT DB 8606 WITH THE REGULATIONS SET FORTH BY THE �V �j NES 7 DAYS NoNE CHECK DAM \g9�g6� • � J+� � -� D�I 9�38 NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE CV AND DEWATER/NG PUMP � � o �26• � �y�� 09 '� ,�' Bry� ZOOI ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND $LOPES STEEPER THAN 3:1 7 DAYS NOT $TEEPER THAN 2:1, 14 DAYS ARE ALLO ED. � TEMPORARY ROCK SED/MENT �n - 22 2� � "` �'� � ;e � E� NATURAL RESOURCES DIV7SION OF WATER QUALITY. SLOPES 3:1 OR FLATTER 14 DAYS LENGTH, FOR SLOPES GREATER THAN 50' IN � J-HOOK S/LT FENCE � DAM, TYPE A =o ;, N X��.__.- r�` y\ � �� q�/�—,,SANIB�R200EPG 20wSEMENT ALL OTHER AREAS y�iTH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND H0� ZONES N O N > w � c � v W a � O N � O � -�' � c 0 � c � � � � z i O N � 0 � 0 � 0 � i J Q � i Y "'�a 225 COLEY FARM ROAD. LLC�� S8N��8 � EIP-R/W ;� 1 -,� JARED P. �t�STUCC�A AND CLEARINGANDGRUBBING PROJECT REFERENCE NO. SHEET NO. DB u633 PG �906 si-�38.936 ,% MICHEL E A. RISTUCCIA EROSIONCONTROLFOR ,� LOT 6R BM1996 PGI478 �R-F�pE � � D � 8� PG �973 CONSTRUCTIONSHEETS ' U-53/7 EC-3 �,� � ,�' B 89 PG626 � ILW SHEET NO. � �7 E� � �� O � � EIP � ISFD ROADWAY DESIGN HYDRAULICS � � , ENGINEER ENGINEER ` / S ►5 ^ ,�' 16 `� \ ` � ', ,! � \ �\ _ _ _ g8.7� 58�i5• � 421 FAYETTEVILLE STREET, SUITE 600 INSTALL TEMPORARYCLEAN � TUAM LAM AN H 29i8� �� l -, �R p,q2- R�y�-EiF��'��' RALEIGH, N.C. 27601 WATER D/VERS/ON DITCH o��2 APRIL CRAIN �Op o 8'F .` � � , W/ GEOTEXTILE FOR SOIL ,00 o DB 16208 PG 2364 ,� , , ` ` �R � � � - _ _ _ _ _ _ ,� JOSE D 1�ERAZA-ARCE II CHECK DAM �_ ,,` .,� r 9 AND MA ILYN PERAZA ARCE � � STAB/LIZATION � w NCDENR PRACTICE 6.83.1 � _ �' O DB �2693 PG 8 I O `��. , � STYP/CALT EC-39 COLON �. HOBBY � (TYPICAL) ' �P C�� /� � � � �' GOL IE PO�IELL ��LI�I�T �� L��T� AND ROGER L. DAyENPORT � /' _ � IZ � �� v�� u��v DB 15 423 PG 786 \� � �o � DB I 88 PG 614 � 18" TEMPORARY P/PE 2.40' Riyy-FiP / (�� ECM isFD Q�' i"yv'�� 4� �.�3�� 18 ��°� JAM S �. O�ELL � SEE CULVERT CONSTRUCTION SEQUENCE � �!� /�,. O gm 13 AND GOLDIE POy�ELL ,� SHEET EG 15 � 15 ��.� � �/ � O � � D 1677 PG 379 � � 'v � � S � ,�� 9�so� �' � ,cR ' 23�4�28. � LU ETTE �AUGHAN HEIRS ,� � .£�,� NAOMI P. TE�I coR, I �� 56,6 . W � S BI�i989 PG626 �. o�' °� DB 4108 PG 354 R� � -. �I �' �SFD o O �"' w� �� '�'��'° -' �`'� / Y ROGER PO ELL. JR. INSTALL �PORARY D/VERS/ON � O�` ,/ iNV. -400.07 D 13745 PG 157 � INSTALL TEMPORARY STREAM DITCH Wl ° NGLE FIBERGLASS � I r� r' � � B�1989 PG626 .�c � CROSS/NG ROV/NG�iV�DENR PRACTICE 6.20.1 �` � � % � o.so' ECM-R yy � � � NCDENR PRACTICE 6J0.1 � ,�" 15" TEMPORARY P/PE �, � `� � 19 �, 20 TED ROSS �IHEELER � 24" TEMPORARY P/PE �'? \ ��. 1 Ei� / / � �� N� � DB 84�3 PG 2�36 � �j � �=71rF� LL TEMPORARY GRAVEL � u� .� 1� SEE CULVERT CONSTRUCTION S QUENCE 1, �� ;6 ,� N_ JAI�ES PATRICK GATES ,� SHEET EC-15 � -�QNC �� - ao / CONS R N ENTRANCE �°° 21 I N S T A L L T E M�;(�R A R Y G R A V E L ��`' �# _. J��` ��-=-_ ��, I N S T A L L S/ L T F E N C E O U T L DB 12836 PG 204 .� i NCDENR PRACTIZ'�5.06.1 E � Ov CONSTRUCT�1 ENTRANCE & ,�. ` a�, �� eo SEE SHEET EC-38 .� TEMPORAR�`,,�',�'I'REAM CROSSING �'� �� j� � �,� "�. 2p 22°pq. � (TYPI�AL) GABR�EL MARTINEZ AND � NCDENR PR `�'T/CE 6.06.1 & � ,�,� � C RETE ASHOUT ST�R� �5� Z2 GLORI994 PG 31F2Z 1� O � � , `i�►S�A '' TEMPORARY D/VERSION �h (�rR`t��i) X DI ��_ l WOVEN PAPER NET � NCDENR CTICE 6J0.1 1 � � F � � JOHN D SI�ITH AND 1� � f' °' �� N� RACTICE 6.20.1 '� 23 BETTY S ITH � � � S 23 �q, � � �, '` _ � �u° '_, � u, °�. 14 ig �3 W � ! � GR � , �' �" TEM�ORARY PIPE DB 3489 � 967 ^? o O 9 28� �` , Ri�= 7.g5� �,_ _ J�'TALL TEMPORARY REA ,�'RO$S/NG � � � COLLI . HOBBY �'l / �� E� �..39� - _ - - - � � �o , .� NANcY K. NELSON � �� N �V J IWC'D PRACTICE 6.7 .1 �� 26 DB 2747 PG 00-E '� � ROGER L. DAVENPORT 3��,�� a,� / f = 0%� iNVc > 9 '� OI�A�CESS TO CULVERT CO �%iUCTION ARE '� 2 DB 15423 PG 786 `� /� 24" TEMP RARY PIPE E� �`-� �.� i 0 � � � � � ` `=� � Cl�LVERT CONSTRUCTION�QUENCE � � � � SEE CUL �r]R"i ��NSTRUCTION SEQUENCE _ � � � ' � 4 ,,� -� SHEE�"�fE'-1 � N . � � ;r ; k �; �� SHEET E�'-16 6�6" E �' �`� ,�'� INSTA L TEMPO/iARY DIVERSION �� 5• E � � 27 �� INSTALL TEMPORARY S�I'REAM 2pp -�� DITC W/ WOyEN PAPER NET �� ,19�` � N L�N�i PRA TICE 3 / �\ N � '� GCPS GROUP LLC �� ,�' CROSSING �� ` �� 1 �-.�� iSBRK�ICD�`NR PRq?�'TICE 6.20.1 -�� 21 � � . � C 6., ' ,1 � 3 ��`� �t� _<<,� �/ _ ' ; � ��I � DB 15282 PG 1995 : PC�h�I� .� . ' J�/ 1 �, .. c� o yc 1� �` STALL PORARY DIVERS/ON a E,r •;. C o�, ,� � �R} : r' P TCH W/ JUTE NET ~ ; E�P � �'-� --► � -... 1 __q � ��// � t . �y00DS � � � �ICDENR PRACTI E 6.20.1 ,� /C � - — — — -� � � � S �` ,� �� •— C - / ` 22 � — ` _ _ — — '�=�° � �,,-,;,� �a,,�',!-y � � � Z r��°� � ,r'� � � �p _ _ � / � 2��o�a� �� _ � ,.;. � r .� �M s a �, INSTALL TEMPORAR D/VERS/ON e`: E �t` .�•�4M' i D� ' J '; S�s° ,26„ yy � DITCH W/ DC�!/BLE BERGLASS a �"'� �4. 9. R �iOVING NCDENR RACTICE 6.20.1 QM '_"'��`E N 1g�3� '�YUODS � o t�-� %� r �- . , �, . �o . 2 ,2i.. � � 1 , �� r , ;> � , j 4_ - - Op,26, :. 3 �� CWD —. _► �, - - - -t'" s _ _ � � , ,�� ~. �. , o � , ,� O � � � . �, o e u� �n � � F � � ,� �- � � � = � �y � ; � � _ ' EIP _ . — � 1 p . -� -, � � , �.. ,� o �. ,� � N L- �R __ _ �5,� . j �. z r',�/ J 5 r �� - -- "" $ � N pA° � ` �i ��°�6'Q3� E � �j �'V m vOD� — �— � �32•�� y ; � •��.�� L 26 � � ~ �` �- � Y . ,� , � 1 0 0 � � ; ,�p a� - �� __ � 1 o F � , � �� m � ;°�� `=� — �_r�� a�� '� � � :, � �, � _ 1 � �, _ ,03., � ,� o , ' � Q�- � � � F � �, F � — R ` no-'�" ' � 8 � O v N v ,l o� �y o o W �, ¢ �. � 1 0 � , � � 1 . •� �;�; � � . �:. �_ o � 1 y � o - � e � Wo� ', � F � i ', �-, . �„ � � COp� �^ __ , W � ' ` _ � y � � (�� S � X �ll �, � U � . � __ � � �l __ � � , ,� � � � �' ,� �–'�� t" � '� -�94.3 " �� V , , i; �, iM i � � � ._ 2 . � � '-, ��.� � n�' � �,�Pv�,'ty^�D-392.39' f' .�t y Q � � �3 , _ � _ � � 12 � _ � ��vr��==,��o�a� � �� u �� u -� � � � � z` ��„ � — � �_ � _ �,,� �s� h,��,s o ,�„ ,� b � o � � Q� 3.�9��-, _ � , . ' � � ,� ` � �9 __.. --E � Q � , ie 1 1� � - � , �. � 1\� °� 1 � - s� , �. � � • � �, \ F a'. .� : �I�,A�.=�1�RARY I '' � � � - `l� `� \ � o.as' s °�°Q a2 y _ �F _ ^ — _ _ ' � o �-. : / . � ROCK SIL� �'HECI( �PE A � -p l'� i � INSTALL��EMPORARY � � j � ; � 1 '' � • 2.0' WEIR HEIGHT ! ~ � � � ' 9y '�` ' i — -- --- �ll _ _. _ _ =� 1 SED/MEI�T FENCE �,--'' ,� F �- � ,.,, —� � � NC�OT 3TD 1533:01� � -� - � .� NCDENR PRACTICE 6.62,1 �!' INSTALL TEMPORARY � — (� ;- ° �`'`Z INST OROUS BAF,� ` - =� � ,`,� � � � (TYPICAL) ,� � ROCK SILT CHECK TYPE A1� `��o m � �:, � NCl�C�EP ACTICE �:�5.1 � ,�,�,, � �� f� =393.95� INSTALL POROUS�BAFFLE � � � �' 'o '�' � � � � �`� � MOR 10' 8' TRAIIJSITION AR �� 5�i�' � �� iNV� �-39i.�i' �0 WEIR HEI�GHT G �,� a �.,�1 -r � � C �� ! iNVc�)=39�.65� NC�ENR PRACTICE 6,65.1 y� � , �f��NS CLAS� 'B' RI� RAp ,.,., � '� , , NCDOT STD. 1633.01 / ~ o ' � AIVD 10 SY GEOTE�TILE T� �� AMOR 10 X 8 TRANSIT ON AREA �n N o , � V�JUG_ " �� z �. PREVENT SCOUR � � � � WITH 4 TOI�LS CLASS 'B' IP RAP ' INSTALL TEMPORARY ,� INS'�ALL SKIMMER SEDIME T BASIN �'HARDWARE CLOTH � '� AND 10 SY GEOTEXTILE TO .� 42'L X 21'W'6�{�``fl y� � INSTALL SKIMME� SED/MEI� � B��S�111: ,_- �-:. � I �;RAVEL AND /NLET PREVENT SCOUR � 1.5" SKIMIII�ER WITH 3/4" ORI ICE D/A. ;} �� , , , �--� e � =.� � -�, �— 42 L X 21 W X 3 D �--- -� _v� -- -_ �R� � � � I NS T A LI�S K I M M E R S'� D I M E N T B AS/ N � 1.5" SK/ R WITH 3/4' ORIFICE D/A. I-� ' PROTECTION � , , , ,� 3 DAY DEWATER/NG TIME ` NCDENR PRAC�ICE 40 L X 20 W X 3 D ,� NCDENR PRACTICF� 6.60.1 �=` 3 DAY U� TER/NG TIME � -�' ,' 1.5" SKIMMER W/TH 3/4" ORN�ICE DIA. DENR CTICE 6,60.1 r` �� ?r ,� 6.'�1.1 (TYP/CAL) 3 I�AY DEWATE�`R/NG TIME INSTALL TEMPORARY � INSTALL POROUS AFFLE � � � � INSTALL TEMPORARY I{�JCK SILT CFf�CK TYPE A NCDENR PRACT�C 6.65.1 I rC d � NCDENR PRACT►CE 6.60.1 2 4 � �.` � � � ROCK SILT C�HECK TYPE A � � 1.5' WEIR HEIGHT � 15" TEMP RARY PIPE � � � �>> �,, � Q� �\2 ' '�2.5' WEIR HEIGHT � CURRIN HEIRS LLC NCDOT STD. 1633.01�. AMOR 10' X 8' TRANS/T/ON A EA <, '`` ��N kQ� °�G �ATCy�� NCDOT STD. 1633.�1 '� DB �34 75 PG 951 ,� � INSTALL TEMPO RY STREA 4, W�TH 4 TONS CLASS 'B' R/P RA �` 5 -� �,` `\�O '( SE _Y2- ST',� �B�E � INSTALL TEMPORARY D/VERSI�N CROSSI1�iG A11�D 10 SY GEOTEXTILE TO ��- �P�� P�� E PL,qN Sy SQ �� DITC(�l W/ JUTE N�i .� � NCDENR PRACTI E 6.70.1 i� PR�VENT SCO�/R /�\� PN �7 EET E�_/2 " NCDENR PRACTICE 6.20.� � '� � ,� C�U RI H �, � � TALYLOR � P '� ,,+yn � DB 7277 PG 457 �� 1� INS L POROUS BAFFLE � \ NCDI� , PRACTICE 6.65.1 '— aM� �E INSTAI� IMMER SED/MENT BAS/N so�� x�w x 3�v LEGEND �-. ��`�TCClfVIMER WITH 15/s" ORIFICE D/A. 3 DAY DEWATERING TIME CONSTRUCTION LIMIT C F TEMPORARY SED/MENT FENCE NCDENR PRACTICE 6.60.1 TREE PROTECTION FENCE — TPF— COFFER DAM/IMPERVIOUS D/KE � INSTALL TEMPORARY D/VERS/ON CLEAN WATER DIVERS/ON � CWD � D/TCH W/ WOVEN PAPER NET SKIMMER SEDIMENT BASIN NCDENR PRACTICE 6.20.1 TEMPORARY DIVERSION � TD � DITCH SED/MENT BASIN EMERGENCY —>—> GRAVEL/HARDWARE CLOTH TYPE � SP��w'4Y INLET PROTECT/ON � CONCRETE WASHOUT STRUCTURE � TEMPORARY ROCK S/LT � CHECK, TYPE A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TEMPORARY ROCK S/LT � CHECK, TYPE A W/TH PAM LIMITS OF DISTURBANCE (SHADED) SILT FEN�'E OUTLET � SPECIAL STILLING BASIN PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER AND DEWATERING PUMP CHECK DAM � DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER TEMPORARY ROCK SEDIMENT DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. J-HOOKSILTFENCE � DAM, TYPEA N � > w � � a � v w � � � � 0 O N N � N O � � � a� -�' � c 0 � � c 0 � � � � � � Z � � � O O N N � 0 �, � � 0 � � J Q � i Y � O N � � POND DRA/N/NG SEQUENCE 1. DEWATER POND W/TH USE OF A 4" (OR 4. ONCE THE FISH HAVE BEEN REMOVED, 6") SELF-PRIM/NG TRAILER PUMP SET UP ON CONT/NUE DEWATERING UNTIL THERE ARE THE EX/STING POND DAM, SUSPEND /NTAKE ONLY SMALL AREAS OF PONDING TRHOUGHOUT HOSE IN THE WATER COLUMN TO MIN/M/ZE THE POND. USING A SMALLER PUMP WITH A SILT INTAKE SUCTION HOSE PLACED INSIDE A SLOTTED 2. DISCHARGE WATER INTO SPECIAL BARREL, PUMP THE SMALL AREAS/PUDDLES ST/LLING BASING (S/LT BAG). INTO SILT BAGS AND DISPOSE S/LT OFFSITE. 3. DEWATER POND TO A DEPTH OF 3' TO 5' S. FULLY BREACH THE EX/STING POND DAM AND BEGIN FISH REMOVAL PROCESS. F/SH AND ALLOW THE POND BOTTOM TO DRY. SHALL BE REMOVED BY SEINING THE POND AS 6. ONCE THE POND BOTTOM HAS DRIED, IT /S BEING DEWATERED. SE/NING SHALL INSTALL FILL SLOPE, ROCK ARMOR, AND CONSIST OF PULLING A LONG NET THROUGH PROPOSED SYSTEM IN ACCORDANCE WITH THE THE BODY OF WATER TO BE CLEARED OF PLANS. F/SH. AS THE NET IS PULLED FROM ONE SHORELINE TO THE NEXT, FISH WILL BE CONCENTRATED IN THE NETTING, SCOOPED OUT WITH DIP NETS AND REMOVED. 28 VAuGHAN FARI�S LIMITED PARTNERSHIP DB 8766 PG 2398 � 22A o\ ZQ � 2,�030 N 29 LIJNETTE S. yAUGHAN AND RUPERT L VAUGHAN JR. DB 15062 PG 1200 24" TEMPORARY P/PE SEE �ULVERT CONSTRUCTION SEQUENCE SHEET EC-19 /� INSTALL TEMPORARY STREAM /CROSSING NCDENR PRACTICE 6J0.1 � � INSTALL TEMPORARY SEDIMENT FENCE NCDENR PRACTICE 6.62.1 � � � � 29 ,� LUNETTE S.VAuGHAN AND RUPERT L VAUGHAN JR.� � DB 15062 �G 1200 N 06°26'24° E 498.OI' BEFORE CLEAR/NG AND GRUBB/NG BEG/NS ►N TH/S AREA � INSTALL SKIMMER SED 46'L X 23'W X 3'D 1.5" SKIMMER WITH '/s" 3 DAY DEWATERING Tl� NCDENR PRACTICE 6.6� INSTAL,� AMOR 1�'!X 8" TRAN5/1 WITH 4 ?�ONS CLASS '8' AND 10 SY GEOTEXT/�E PREVENT SCOUR ; '' ; CLEARING AND GRUBBING EROSION CONTROL FOR CONSTRUCTION SHEET 8 ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 rv�r �►�� RIP RAP TO PROJECT REFERENCE NO U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC -6 HYDRAU LICS ENGINEER � � � N ° � ��LI�I�T �$� �]L��T� ' m �� v�°� �� v��°�u��°��rr �, �"v W �� , _ N D z � �� 4 �pc �� Y�� h �� '� _��o � 'J'�o 'o dry --! � ?�N � � �a � � /NSTALL TEMPORARY D/VERS/ON DITCH W/ SYNTHETIC MAT NCDENR PRACT/CE 6.20.1 PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. CONSTRUCTION LIMIT TREE PROTECTION FENCE SKIMMER SEDIMENT BASIN SED/MENT BASIN EMERGENCY SPILLWAY CONCRETE WASHOUT STRUCTURE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE (SHADED) SPECIAL STILLING BASIN AND DEWATERING PUMP 1�: [�Z�7:�'�I �r��►�I�I � C F — TPF— —� —� LEGEND TEMPORARY SED/MENT FENCE COFFER DAM/IMPERVIOUS D/KE CLEAN WATER DIVERS/ON TEMPORARY DIVERSION DITCH GRAVEL/HARDWARE CLOTH TYP INLET PROTECT/ON TEMPORARY ROCK S/LT CHECK, TYPE A TEMPORARY ROCK S/LT CHECK, TYPE A W/TH PAM SILT FEN�'E OUTLET CHECK DAM TEMPORARY ROCK SEDIMENT DAM, TYPE A � � CWD � N � > w � � �� - t ��vv� =yuueu � a�,�� 0° CULVERT CONSTRUCTION SEQUENCE - STAGE 1 ,,,' f �f, 1. CONSTRUCT TEMPORARY SKIMMER SEDIMENT BASINS. =� F i -t �1 , /�`��. � � � E C M 2. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS y-r ;,l /� ,�� NEEDED. �� 60 0 �' �� o � 3. DIRECT TEMPORARY DIVERSION TO TYPE A SILT CHECK AND CLEAN � 4. � , WATER DI VERSION. � � , _ , .� ' T! �� " ��x � `r ISBRKD � � � � ,r��y C� ��- � � �� v � � a� � � � � F� , ; , �� \ �� i � _ , � � '� \ ' � GR � � � _� � '�, _:� � � � d� R��. 7e85' ' � � _ � ��-._ ��' =�96�39' INV(E)= 9 e � � � i � % c � � :'� '.._. ,......�_. ` ..,� \ � � � TYPE A S/LT CHECK � �-� Ov � �'��' ' w �. , � , , _ ;; _ , ,6 , _ �� ;° � ;; � ; O � a , r,'' � �, \ � ` 0 �/ .. -- � .. . � �'� f� N �n� r�i l� C C � N � \ � �� I-SBRKD � _� �S � O,� ��,. . 0 . � ; . 1, � _._� �� , ; '`—^,q_ l � � p �� ,WD --► —► CVVD �►� CW[ , i� �'� � � INOODS � ��'� a M� �� .�. �- ; , aM� ..— .— , ,� � � � \�^� �` � �� a � �.., �. a v�� g OOo°o 00 `� o . �' w dl� a o 0 0 I 1 l._- J ,. ;, Q ��Q g� Q �: � �� s��t�v: � a g� oa o o �o�� a � �, ,,,,, �_ a � 0 , ��rnn� � oo�o 0000 � �°�° ° � � O oo �a o��0 ? o - �� ,; � N � � � N� � � � �� N – �' 6 � o �� 5 Y � :. p � � �: � 1 � � _. � SR PKW -=�_ � - � . �q� � � � /�- -,- - -C U _ Fl '' �� / J�� t � �I J � , �� c (I`� � 1' '�a ` ' _ - �` � ' ' �`- � Y _o o ,., , , , t - � _ � � ,d � , ,-� - - : - o p �� -r D �► �� ,/ � al ;� , � � r�— � � � 1 � , � ,� �— . 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��LI�I�T�� ]L��T� �� ^ �� ,.r��'� =�uueu r CULVERT CONSTRUCTION SEQUENCE - STAGE 2 F��-� � �' !� � � 1. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS . � ;�� NEEDED. � : ,,,� /' � ,,�� .� s,N f , ECN1 2. INSTALL IMPERVIOUS DIKES. � � "� ,/ J;` ��, �� l J -n C51� ��\�<.>r 3. CONSTRUCT PROPOSED SYSTEM IN ACCORDANCE WITH THE PLANS. DO NOT '�-r`� �'`6� oo, � �'W � �� Y ALLOW WATER INTO PROPOSED BOXES UNTIL FINAL GRADE. �; ; � 4. COMPLETE FINAL CONDITION DITCHES, REMOVE CLEAN WATER �� ,� � � `{� � DIVER 1 N PARALLEL T EXI T R AD DIRE T FL W T NEWLY N TR TED �` � � S 0 0 S 0, C 0 0 CO S UC , PIPE, AND ADIUST EROSION CONTROL MEASURES AS NECESSARY. � � � ' J�� . �' �. I �� i � IC ,. .� v � 5. 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J o � � � . - J � - 7 � . � o - , �rp . ,-� �� 1 , —"�� a � .� � 1 � _ �; �� , o�- 1 � � � , � � .� � r_ __ � .., , _ .. � � � � � =� _. � - Y �BRKD �� ,� - _ � � �--- �- , __ ., o � � _� � �� \�� g� � � CO�� 1 � � � � - �- � �' -� �---- _ � � �' 0534 � ,� �,� 1 ; ` `� ,, 9ao31` ,� �`': �-,��'s�� ,�`�� __ _ �� , I �i V ( W ) = 3 9 2 0 3 _ 052� ; . �, � � �-Y,� �,� �'!� INV(E)=39201�` _ _�- . . _ . �y -'r,�OODS � C� ; � : , � �- � �� - _ __ _ _... _ , _ . _ � ��--t� ,. . .... . . � > r ._. _ : k . � _ . . . . . � G K� p 5 3;5 � M ,,� . --,. t � , � . �__ , _ . _ _ � . _ . � . - � �- � ' � - - k� SOIL --------_ _ ' .�� . �� , �, y � , ,` . � � ,. . " f �, ��----------_._ _ ___ .___ ___ __ _--__ . � ,; � a� US Dll�� (�� ; ;� ,� '�'':��.,j '-L � ! � GARAGE INV ` �� Y R M=393o95' �� . - � c�,�� f INV(�l�I )=391071' ,� -391034 '1 � , INV(E)=391o6�r ,� �� ISFD '� INOODS '' ' ,� � , !i ,,� � - _. i.�� I � � I w�.. � PROJECT REFERENCE NO. SHEET NO. . U -53/7 EC -22 i m e>>> o r n � SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 ��LI�I�T �� ]L��T� �� CULVERT CONSTRUCTION SEQUENCE - STAGE 2 CULVERT CONSTRUCTION SEQUENCE - STAGE 1 1. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS NEEDED. 1. CONSTRUCT TEMPORARY SKIMMER SEDIMENT BASINS. N 2. INSTALL IMPERVIOUS DIKES AND ADD/ADJUST TEMPORARY DIVERSIONS. Z 2. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS 0 N NEEDED. �' � 3. CONSTRUCT PROPOSED SYSTEM IN ACCORDANCE WITH THE PLANS. DO NOT � � ALLOW WATER INTO PROPOSED BOXES UNTIL FINAL GRADE. � 3. ADJUST EROSION CONTROL MEASURES AS NECESSARY. 4. COMPLETE FINAL CONDI TION DI TCHES, REMOVE CLEAN WATER DI VERSIONS, Q DIRECT FLOW TO NEWLY CONSTRUCTED PIPE, AND Q ADJUST EROSION CONTROL MEASURES AS NECESSARY. � � 5. REMOVE ANY SPECIAL STILLING BASIN(S) AND STABILIZE AREAS AS NECESSARY. � � � Q Q , '� - '� �, ;� :� -��' / � i �,�% � \ I I � I I �O �O v J � � IMPERVIOUS D/KE � � ,► N � J�' fD v / W � � a � � � Q � o � �� i� N� —► --► --► —► --► —► Tp —► �; TD —' —' T� —' � � ,�; � � � 009 N TD TD � '� o � .� � .� O� - � oo� 0 � EXiSTING R/W — - EXISTING R,✓W - - c - -- _ - � '� -L - ,� _ -L - � _�_ SR �D56 � � SR 5056 � � �J _��. .�-_, � � � . �_ - _ _ _ . _ - .. . _ - I_- _ . " _ ___ _-� - .� _ _ _ . _ . - . - _ .. . _ _ . � . . . . . _ � . _ . _ . �� _ � �- - -� ( JUDD PK Y) , o � _ _ .� _ �-- � � _ ( JUDD PK Y) _ o _ � � --- � o _ - o �. � o 0 ? _ _ —� - - _ . � i _ � r _ 0 o EXISTING R/� EXIS I WG R/W N N 1004 ,I 0 � 0 � i. � � � � � � ADJUST TD AND P/PE Y �� LENGTH DUR/NG IMPERVIOUS D/KE I ; CONSTRUCTION AS ` NECESSARY � I o � �, N ��` � A \ ` � � � PROJECT REFERENCE NO. SHEET NO. . U -53/7 EC -23 i m e>>> o r n � SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 ��LI�I�T �� ]L��T� �� CULVERT CONSTRUCTION SEQUENCE - STAGE 2 CULVERT CONSTRUCTION SEQUENCE - STAGE 1 � 1. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS � 1. CONSTRUCT TEMPORARY SKIMMER SEDIMENT BASINS. NEEDED. �k' � ��' � z 2. UTILIZE SPECIAL STILLING BASIN(S) DURING CULVERT CONSTRUCTION AS �' 2. INSTALL PROPOSED FINAL 18" RCP AND IMPERVIOUS DIKES. d` ° NEEDED. f% d �' 3. CONSTRUCT PROPOSED SYSTEM IN ACCORDANCE WITH THE PLANS. DO NOT > � 3. ADJUST CLEAN WATER DIVERSIONS AND TEMPORARY PIPE INSTALLED ALLOW WATER INTO PROPOSED BOXES UNTIL FINAL GRADE. DURING CLEARING AND GRUBBING PHASE. 4. REMOVE TEMPORARY PIPE AND THROUGH CLEAN WATER DIVERSION, DIRECT FLOW TO NEWLY CONSTRUCTED PIPE, AND ADJUST EROSION CONTROL ��' MEASURES AS NECESSARY. � � ?? 5. 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INOODS /' � �� ;� � ,� Q `� I '`J � �- � � ;. � �� ; � p �" ,r , a � t ;�' � � � �� / ��A ,`� �� o ,r� �� N " �u � �� r � N Z � N i w � o, � N v W i a � � O N N � N O i � � a� -�' � c 0 � � c 0 � � -. � � � � � Z � i � O O N N N 0 � 0 � � � 0 0 � � J Q � � Y � � � � N \ � � � � � � � � � � � � � � � � � � � � � 27 � � G�PS GROUP. LLC B 15282 PG �995 ,� � � � � � � � � � � AREA TO BE STABAL/ZED SHEET FLOW '�` AFTER REMOVAL OF SED/MENT BAS/N � INSTALL JUTE NET ' I i TEMPORARY D/TCH LINER INSTALL TEMPORARY rn I ROCK SILT CHECK TYPE A I 1.75' WEIR HEIGHT � NCDOT STD. 1633.01 � INSTALL TEMPORARY ' ROCK SILT CHECK TYPE A i 1 J5' WEIR HEIGHT I NCDOT STD. 1633.01 � rn, /NSTALL DOUBLE FIBERGLASS — ROV/NG TEMPORARY DITCH LINER INSTALL TEMPORARY ROCK SILT CHECK TYPE A, W/ PAM 1.5' WEIR HEIGHT NCDOT STD. 1633.01 INSTALL TEMPORARY — ROCK SILT CHECK TYPE A, W/ PAM 2' WEIR HE/GHT NCDOT STD. 1633.01 MAT CHLI NE -Y3- STA 14+50.00 SEE PLAN SHEET EC-35 FINAL EROSION CONTROL FOR CONSTRUCTION SHEET 6 ALL S/LT FENCE LET SHEET EC-38 ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 28 yAUGHAN FARI�S I LIMITED PARTNERSHIP N DB 8766 PG 2398 � PROJECT REFERENCE NO. SHEET NO. U -53/7 EC -26 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��LI�I�T��$� �]L��T� �� LEGEND CONSTRUCTION LIMIT C F TEMPORARY SED/MENT FENCE TREE PROTECTION FENCE — TPF— COFFER DAM/IMPERVIOUS D/KE � CLEAN WATER DI VERS/ON � C W D� SKIMMER SEDIMENT BASIN TEMPORARY DIVERSION � TD � DITCH SED/MENT BASIN EMERGENCY —>—> GRAVEL/HARDWARE CLOTH TYPE � SP��w'4Y INLET PROTECT/ON � CONCRETE WASHOUT STRUCTURE � TEMPORARY ROCK S/LT � CHECK, TYPE A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TEMPORARY ROCK S/LT � CHECK, TYPE A W/TH PAM LIMITS OF DISTURBANCE (SHADED) SILT FEN�'E OUTLET � SPECIAL STILLING BASIN PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER AND DEWATERING PUMP CHECK DAM � DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER TEMPORARY ROCK SEDIMENT DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. J-HOOKSILTFENCE � DAM, TYPEA N Z � N i w � c a � � N v W � a a � � � 0 0 N N � N O i � � -� � C O � i C O � i --. � � � � Z � � 0 N � O �, � O � � Q � Y � � � �� 09 � FINAL PROJECT REFERENCE NO. SHEET NO. � EROSION CONTROL FOR � U-53/7 EC -27 � � CONSTRUCTION SHEET 7 I� )�� r n � O ROADWAY �IGN EET NO. HYDRAULICS � � � � � � � ENGINEER ENGINEER � � 421 FAYETTEVILLE STREET, SUITE 600 � � � RALEIGH, N.C. 27601 � � � � 28 � � �AUGHAN FARMS � � � LIMITED PARTNERSHIP � � � � DB 8766 PG 2398 � � ��LI�I�T �� v�°� �� v��°�u��°��rr � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � \\� � � � � � � � � � � � � O�('� � � � � • � � V J � � � � CURRI� HEIRS LLC DB I 475 PG 951 � s� ��. �� ,E � /� F° t° i' �♦ � OP �v ti � P`L�•°`'� � �° � � �'� �¢ :� 28 VAUGHAN FARMS LIMITED PARTNERSHIP DB 8766 PG 2398 s'' � � �� .tiP q��h'a0� �� 2 � £° o' 2.0' WEIR HEIGHT NCDOT STD. 1633.01 29 LUNETTE S.VAUGHAN AND RUPERT L �AUGHAN JR. DB �5062 PG �Zoo LEGEND CONSTRUCTION LIMIT C F TEMPORARY SED/MENT FENCE TREE PROTECTION FENCE — TPF— COFFER DAM/IMPERVIOUS D/KE � CLEAN WATER DI VERS/ON � C W D� SKIMMER SEDIMENT BASIN TEMPORARY DIVERSION � TD � DITCH SED/MENT BASIN EMERGENCY —>—> GRAVEL/HARDWARE CLOTH TYPE � SP��w'4Y INLET PROTECT/ON � CONCRETE WASHOUT STRUCTURE � TEMPORARY ROCK S/LT � CHECK, TYPE A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TEMPORARY ROCK S/LT � CHECK, TYPE A W/TH PAM LIMITS OF DISTURBANCE (SHADED) SILT FEN�'E OUTLET � SPECIAL STILLING BASIN PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER AND DEWATERING PUMP CHECK DAM � DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER TEMPORARY ROCK SEDIMENT DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. J-HOOKSILTFENCE � DAM, TYPEA N Z � W � a � N v W � a � � 0 O N N � N O i � � -�' � c � � / C � � / "'� � � � � � � � � � O O N N � 0 �, � � 0 0 � � J Q � Y � O N � � 28 VAuGHAN FARI�S LIMITED PARTNERSHIP DB 8766 PG 2398 � 22A o\ ZQ � 2,�030 N � � 29 LIJNETTE S. yAUGHAN AND RUPERT L VAUGHAN JR. DB 15062 PG 1200 OUTLET SEE SHEET EC-38 (TYPICAL) � � � � 29 ,� LUNETTE S.VAuGHAN AND RUPERT L VAUGHAN JR.� � DB 15062 �G 1200 � AREA TO BE STABALIZED AFTER REMOVAL OF SEDi N 06°26'24° E 498.OI' FINAL EROSION CONTROL FOR CONSTRUCTION SHEET 8 ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 ....-..... , . . .. .. .... .... ..... .. .. .. CONSTRUCTION LIMIT TREE PROTECTION FENCE SKIMMER SEDIMENT BASIN SED/MENT BASIN EMERGENCY SPILLWAY PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-28 HYDRAU LICS ENGINEER � � � N ° � ��LI�I�T �$� �]L��T� ' m �� v�°� �� v��°�u��°��rr PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. CONCRETE WASHOUT STRUCTURE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE (SHADED) SPECIAL STILLING BASIN AND DEWATERING PUMP 1�: [�Z�7:�'�I �r��►�I�� C F — TPF— —� —� LEGEND TEMPORARY SED/MENT FENCE COFFER DAM/IMPERVIOUS D/KE CLEAN WATER DIVERS/ON TEMPORARY DIVERSION , DITCH GRAVEL/HARDWARE CLOTH TYPE INLET PROTECT/ON TEMPORARY ROCK S/LT CHECK, TYPE A TEMPORARY ROCK S/LT CHECK, TYPE A W/TH PAM SILT FEN�'E OUTLET CHECK DAM TEMPORARY ROCK SEDIMENT DAM, TYPE A N Z � N i w � o, � � v W a � O N N � N O i � � a� -�' � c 0 � � c 0 � � -. � � � � � z � i 0 0 N N � 0 �, � � 0 0 � � J Q � Y � O N � � FINAL EROSION CONTROL FOR � CONSTRUCTION SHEET 10 �� e �. �� . � � ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 38 TOBACCO GRO�IERS SER��CES �NC. DB 3383 PG 37 PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. CONSTRUCTION LIMIT TREE PROTECTION FENCE SKIMMER SEDIMENT BASIN SED/MENT BASIN EMERGENCY SPILLWAY CONCRETE WASHOUT STRUCTURE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE (SHADED) SPECIAL STILLING BASIN AND DEWATERING PUMP 1�: [�Z�7:�'�I �r��►�I�� C F — TPF— —� —� PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER LEGEND SHEET NO. EC-30 HYDRAU LICS ENGINEER ��LI�I�T��$� �]L��T� �� TEMPORARY SED/MENT FENCE COFFER DAM/IMPERVIOUS D/KE CLEAN WATER DIVERS/ON TEMPORARY DIVERSION , DITCH GRAVEL/HARDWARE CLOTH TYPE INLET PROTECT/ON TEMPORARY ROCK S/LT CHECK, TYPE A TEMPORARY ROCK S/LT CHECK, TYPE A W/TH PAM SILT FEN�'E OUTLET CHECK DAM TEMPORARY ROCK SEDIMENT DAM, TYPE A N O w � o, � � � Q ti a v W a � � 0 N � 0 � -� � c 0 � c 0 � � � � � z � � � 0 N N 0 �, 0 � 0 0 � Q � � CONST RUCT lON SCHEDULE coNsrRucrioN sPEciFicarioNs l. P/ease refer to the Erosion ond Sediment Control p/ons for detailed construction scheduling ond sequencing. 2. Obtoln p/on opprovo/ and other app/Icob/e permits including grading permits for borroW site. Refer to Section 230 "BorroW Excovotlon" in the 20/2 NCDOT Stondord Speclflcations. 3. A copy of approved plon With opproval letter, any 40//404 documents, a copy of the NPDES permit & self -Inspectlon records are to be kept on site at a// times untl/ proJect c/ose out. 4. F/ag the Work /Imits for protectTon. 5. Hold preconstruction conference ot least one Week prior to starting constructlon ond invlte NCDEQ. NCDEQ LQS contact number i s f 9/9179/ -4208. 6. Prior to any land disturbing (inc/uding demolition) activities, Install temporory sediment traps, temporary diversion, fabric/b/ock ond grove/ drop In/et protection, temporary grovel const�uctlon entrance/exits, cl�ck dams, tree protectlon fence, and silt fence os shoWn on the erosion contro/ p/ans. 7. ln occordance With the erosion contro/ plons and trafflc cont�ol p/ans: Install in/et protection ond erosion control measures. After in/et protection and erosion contro/ measures are in p/ace, grade roadWay, instal/ storm draln system. Until boxes are bu1/t ond yard In/et devices Instolled, instoll ond maintain storm drain under construction at end of day or onset of rain. Place outlet protectlon as shoW� on p/ons. Ploce additiona/ check dams and stabilized ditches as indicoted. Modify silt fence placement around pipe in/ets and outlets as necessary, place sIlt fence around top of proposed headwalls. 8. Comp/ete fPnal groding for roads and stabilize with gravel. 9. Finish drainage in/ets, p/ace curb and gutter ond pavement, and build shoulders. /0. Flnish groding of s/opes, topsoi/ crltico/ oreas and permanent/y vegetate. seed and mulch. ll. Vegetotion o/ong stream bonks should be cut and root mat/stumps left to stabilize bank until such time as construction octivity worronts their removol. l2. After seeding Ps estoblished, the controctor shall call NCDEQ ond orrange for a flnal slte inspection. Upon opproval, all temporory erosion control meosures shall be removed f�om the proJect. /3. A// eroslon ond sedlment contro/ proctices Wi// be inspected Week/y ond ofter roinfoll events. Needed repolrs WIlI be mode immediote/y to restore sediment containment. l4. All applcab/e erosion ond sediment contro/ must be maintoined until o vigorous stond of permonent ground cover is estoblished and permanent vegetotTon Is Well estab/Ished. Estlmated tlme before fTno/ stobilizotion Is /8 months. l5. Slte Inc/udes opproximate/y 24.13 acres of permanent vegetation area l6. After site is stoblllzed, temporary sediment traps, temporory diversion, construction staging and materia/ oreo stockpile oreas, and oll other eroslon contro/ devices shall be removed, restored os existing, and permanent/y vegetated as described in tl� maintenonce ond vegetotive p/an. Ma�NrENaNcE Follow the construction sequence throughout pro�ect deve/opment. Wl�n changes /n construction octivitles ore needed, amend the sequence schedule in advance to malntoin management control. Notiflcatlon of Land Resources Sediment and Eroslon Control Self -lnspectlon Program: Tl� Sedimentatlon Pollution Contro/ Act Was amended in 2006 to require thot persons responsib/e for land -disturbing octivitles inspect a proJect ofter eoch phase of tl� proJect to make sure that the approved erosion ond sedimentation control p/an is bePng fol/oWed. Rules detailing the documentatlon of these Inspectlons took effect October l, 20/0. The self -inspectlon progrom is separate from tl� Week/y se/f -monitoring program of the NPDES Stormwater Permit for Constructlon Activities. The focus of the se/f -Inspectlon report Is the instal/ation ond malntenance of erosion ond sedTmentotlon control measures occording to the approved plan. Tl� Inspections must be conducted ofter eoch phose of tl� pro ject, and continue untll permanent ground cover is established in accordance with NCGS ll3A-54.1 and l5A NCAC 4B.0/3/. The Se/f -lnspection Report form is availab/e as a Word Document and PDF from at http://portol.ncdenr.org/Web/lr/erosion. lf you hove questions or connot occess the form, p/eose contact NCDEQ Lond Quality Section at l9/9J 79/-4208. MAINT ENANCE PLAN l. The Contractor sholl cl�ck all erosion and sediment contro/ p�actices for stabllity and operatlon folloWing every runoff producing rainfall but In no case less than once every Week. Any needed repoirs Will be mode immediate/y by the Controctor to maintoln a// proctices as deslgned. A/so per Notiono/ Pollutont Dischorge Elimination System INPDESJ general stormWoter permit, o rain gauge must be Instolled on site. Ti� rain gauge must be kept onsite and inspections by the controctor must be mode ond /ogged ofter every ho/f Inch of ralnfall ond once o Week. 2. The Contractor shall remove sediment from sediment trop When storage capocity hos been approximate/y 50% filled. Grave/ WIl/ be c/eoned or rep/oced When tl� sedlment pool no longer drolns proper/y. 3. Tl� Contractor sholl remove sediment from behind s7/t fence When it becomes 0.5 feet deep at the fence. Si/t fence Wi�� be �epaired as necessory to mointain a borrler. 4. The Controctor shall fertl/Ize, reseed as necessory, and mu/ch all seeded areas according to specifications In the vegetative p/on to malntoin a vigo�ous, dense vegetotive cover. 5. The ToWn of Fuquay-Varina contoct Is Trocy Stephenson (9/9� 753-1039. RlP RAP �60/5) CONST RUCT lON SPECIFICAT IONS Subgrade Preparation - Prepore the subgrade for riprop and filter to tl� required lines and grades shoWn on the plans. Compact ony fill required in the subgrade to a density approximating that of the surrounding undisturbed materiol or overfill depressions With riprap. Remove brush, trees, stumps ond oth�er ob� /'ectional material. Cut the subgrade sufflciently deep that the finlshed grode of the riprop Will be at the elevation of the surrounding area. Channels should be excavated sufficiently to alloW placement of th�e riprap in o manner such that the flnished Inside dimensions and grode of the riprap meet design speclficotions. Sand ond gravel filter blanket - Ploce the filter blanket immediately ofter the ground foundation is prepared. For gravel, spread filter stone in a uniform layer to the specified depth. Where more tl�n one layer of filter materiol is used, spread the layers With minimal mixing. Synthetic filter fabrlc - Place the cloth f7/ter dlrectly on tl� prepored foundation. Overlap the edges by at least l2 inches, ond space onchor pins every 3 ft along the overlap. Bury the upstreom end of the cloth a minimum of l2 incl�s beloW ground ond wl�re necessary, bury the loWer end of the cloth or overlap With the next section os required. Toke core not to domage the cloth When plocing riprop. lf domoge occurs remove the riprap ond repair the sh�eet by odding onother loyer of filter moteriol With a minimum overlap of l2 inches around the damaged oreo. lf extenslve damage is suspected, remove and replace th�e entire sheet. Where /arge stones ore used or mochlne p/acement ls difflcu/t, 0 4-Inch /oyer of fine gravel or sand may be needed to protect the filter cloth. Stone Plocement - Plocement of rlprop should folloW immedlately ofter plocement of the filter. Place riprop so that if forms a dense,Well-graded mass of stone With o minimum of voids. The desired disbribution of stones th�ougi�ut the moss moy be obtained by selective loading at the quarry and controlled dumping during flnal placement. Ploce riprop to Its full thickness In one operatlon. Do not ploce riprap by dumping through chutes or other methods that cause segregation of stone slzes. Toke core not to dislodge the underlying bose or filter When plocing the stones. The flnished slope sl�uld be free of pockets of small stone or clusters of lorge stones. Hand plocing may be necessary to achleve the proper dlst�Ibutlon of stone slzes to produce o relatively smooth, unlform surface. Tl� finlshed grade of the riprop sl�uld blend With the surrounding orea. lVo overfall or protrusion of riprap should be opparent. MAINTENQNCE lnspect chonnels ot regular intervals os Well os ofter ma1or rofns, ond moke repairs promptly. Give speciol ottention to the outlet and inlet sections and other points Where concentroted floW enters. Carefully check sto67/Ity ot r� qad cross7ngs ond look for Indic tions of plping, scour iroles, or bonk fo7/ures. Moke repairs immediately. �intain oll vegetation od jocent to the channel in a h�ealthy, vigorous condition to protect the area from e�osion and scour during out-of-bank floW. Control of Weed and brush groWth may be needed in some locations. V EGET AT lV E PLAN SEEDING SCHEDULE Shoulders. Slde Ditches, Slopes f3:lJ Dote Type Planting Rote Aug. l5 -Nov. l T all Fescue 250 /bs./ocre Nov. l-Mar. l T aU Fescue 250 /bs./acre & Abruzzi Rye 25 /bs./acre Mar. l-Apr. l5 T all Fescue 250 /bs./acre Apr. l5 -Jun. l5 Hulled Common Bermudagrass l2 /bs./ocre Jun. l5 -Aug. l5 T oll Fescue 60 /bs./acre & Browntop Millet XxX 35 /bs./acre or Sorghum-Sudon Hybrids XX= 30 /bs./oc�e Slopes f3;1 to 2:11 Mar. l-Jun. l Sericea Lespedeza lscarified) 50 /bs./ocre and l ar. l-Apr. l5J Add Tall Fescue 60 /bs./acre l ar. l-Jun. 301 or Add W eepi ng Lovegrass 5/bs./acre l ar. l-Jun. 301 or Add Hulled Common Bermudagross 8/bs./acre Jun. l-Sep. l T oll Fescue Xxx 60 /bs./acre & Browntop ti11/let =Xx 35 /bs./acre or Sorghum-Sudon Hybrids xXX 30 /bs./ocre Sep. l-Mar. l Serlcea Lespedezo lunhulled -unscarifledJ 70 /bs./ocre & Tall Fescue 50 /bs./acre �Nov. l-Mor. l) Add Abruzzi Rye 25 /bs./acre Consult Conservation Englneer or Soil Conservotion Service for odditionol information concerning other alternatives for vegetotlon of denuded areas. The obove vegetatlon rates are those Which do Well under local conditions: otl�r seeding rate combinotions are possible. =xx Temporary - Reseed according to optimum season for deslred permanent vegetation. Do not alloW temporary cover to groW ove� l2 inches in height before moWing,otl�rWise,fescue may be shaded out. NOTE: For Wet/and ond Buffer oreas, see Wetlond Seed Mix toble, thTs sl�et. IMPERV IOUS DIKE �6022) CONST RUCT lON SPEC/F/CAT IONS l. lmpervious dike shall not permlt seepoge of Woter Into the constructlon sIt or contrlbute to siltatlon of ti�e stream. The Impervious dlke shall be constructed of an acceptab/e material in the /ocations noted on the plons or os dlrected. 2. Acceptob/e moterlo/ shall inc/ude but not be limlted to sheet pl/es, sandbogs, ond/or the placement of on occeptoble size stone lined With polypropylene or otl�r Impervious geotext7/e. 3. Earth material shall not be used to construct an impervious dike When it is In direct contoct With the streom unless vegetation con be established before contact With the stream takes place. Mointenonce During constructlon, tl� impervlous dike shou/d be inspected regu/ar/y to ensure no seeQage Is occuring. lf seepage Is encountered, measures shou/d be taken to immediote/y repair the dike. (60//) SEEDING SPECIFICATIONS /� After rough grading is comp/eted, ti// soi/ In areas to be seeded ond planted to a depth of sIx inches. 2J App/y agrlcu/tural lime, fertlllzer, ond superpl�sphate to disturbed areos to be vegetoted. A minlmum of 2 tons /imestone/acre with 3 tons limestone /acre i n c/ay soi ls or per soi ls test 35 /bs. l0-10-10 fertilizer/1000 sq. ft. f1500 /bs/ocrel 40 /bs. 50% superpl�sphote/1000 sq. ft. (1750 /bs/acre) 3� Disk nutrients Into so7/ to a depth of sIx incl�s until surface is uniform and free of lorge dirt clods. 41 Seeding permanent grass. 3.0 /bs. KY-3/ tol/ fescue/1000 sq. ft. (l30 /bs./ocre) during February l5 through May /5 0� August /5 through November /5. -OR- 3.0 /bs. KY -3/ toll fescue ond 2.0 /bs. annual ryegrass/1000 sq. ft. during November /5 through Februory /5. 51 Mulch seeded areo with small grain straW at 90 /bs/1000 sq. ft. (2 tons/acreJ. Spread uniform/y. Approximate/y%2 of ground surfoce shou/d be vislb/e to ovoid blocking sunlight to seedlings. On areas Where the ground surface equa/s or exceeds a 3:l slope, ond In the 1nve�ts of oll droinoge sWo/es, tock mu/ch Wlth ospholt emu/sion at a rate of 400 gollons emu/sion per acre of straw. 61 Mu/ch around shubbery and trees With pine straW to depth of 3 inches. 7) Temporory cover l.0 /bs. broWn top millet/1000 sq. ft. Moy through August 25. -OR- l.0 /bs. annua/ ryegrass/1000 sq. ft. August 25 through Aprll. . im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 LAND GRADING (6e02) CONST RUCT lON SPECIF/CAT IONS l. Construct and maintoin oll erosion and sedimentotion control practices ond measures In occordance Wlth the approved sedimentatlon control plan and constructlon schedu/e. 2. Remove good topsoil, os determined by a GeotechnPca/ Engineer from oreas to be groded and fil/ed, and preserve it for use in finishing the grading of oll critica/ areas. 3. Scarlfy areos to be topsol/ed to a minlmum depth of 2 Inches before p/aci ng topsoll. 4. Clear and grub areas to be fllled to remove trees, vegetotion, roots, or other ob Jectlonab/e moteri ol that Wou/d of f ect the p/anned stobi li ty of the f i//. 5. Ensure thot fill materlal is free of brush, rubbish, rocks, logs, stumps, building debris, and other moterials inoppropriote for constructing stab/e f ills. 6. Place all fIll In layers not to exceed 9 inches In thickness, and compact the layers os required to reduce eroslon, s/Tppoge, settlement, or other re/oted prob/ems. 7. Do not incorporote frozen moterial or soft or highly compressible materPo/s into fill slopes. 8. Do not p/ace flll on a frozen foundation, due to possib/e subsidence and slippoge. 9. Keep diversions and other Woter conveyonce measures free of sediment during oll phoses of deve/opment. l0. Hand/e seeps or springs encountered during constructlon In occordance Wlth approved metl�ds. ll. Permanently stobillze oll groded areas immediote/y ofter flna/ groding Is comp/eted on each orea In the grading p/on. Apply tempo�ory stabillzotlon measures on oll graded areas when Work Is to be interrupted or deloyed for l5 working days or longe�. l2. ShoW topsoi l stockpi les, borroW areas. ond spoi l oreos on the p/ons, ond make sure tf�y are odequote% protected from eroslon. lnc/ude finol stabilizatlon of these areos in the plon. MAiNrENANcE Periodlcolly c%ck al/ graded areas and the supporting erosion and sedimentotion control practices, especially afte� heovy roinfalls. Prompt/y remove all sediment from dlverslon and other woter-dlsposa/ practices. lf Wasl�uts or breoks occur, repair tl�m immediate/y. Prompt malntenonce of small eroded areas before they become slgnificant gullles is an essentio/ port of an effective eroslon and sedimentotlon control plan. SPECIES NAME Panicum i-igidulum Carex lr�pulina Juncus effusus Car-ex lurida Scirpus cyperinus Saururus cernuus Carex squarrosa GRASS -L/NED CHANNELS (6030) CONSTRUCT/ON SPECIF/CAT/ONS WETLAND SEED MIX' COMMON NAME Redtop Panic Grass Hop Sedge Soft Rush Lurid (shalloVv) Sedge �Vool Grass Lizard's Tail Squarrose Sedge l. Remove ol/ trees, brush, stumps, and other ob�ectlonab/e materlal from tl� foundation area and dispose of proper/y. 2. Excovote the channe/ and shape It to neat lines and dimensions shown on the plans plus a 0.2-ft overcut around the channe/ perlmeter to olloW for bu/king during seedbed preparations ond sod buIldup. 3. Remove and proper/y dispose of oll excess so7/ so that surfoce Woter moy enter ti� chonne/ free/y. 4. The procedure used to estab/Ish gross In the channe/ w1ll depend upon the severlty of the conditlons and se/ectlon of species. Protect the channe/ With mu/ch or a temporary liner sufficient to Withstand anticipated ve/ocities during tl� estoblishment perlod. MA/NTENANCE During the estoblishment period, check gross-llned chonne/s ofter every roinfoll. After gross is estoblished, periodicolly check the channel, check it ofter every heovy rolnfoll event. lmmedlate/y make repoirs. lt Is porticu/or/y importont to check tl� chonnel outlet ond all rood crossings for bonk stability and evidence of piping or scour ho/es. Remove all si�nlficont sediment accumu/atlons to maintain the designed carryTng capaclty. Keep the grass In o l�althy, vigorous conditlon at all tlmes, since It is tl� prlmary erosion protection for the channel. PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER MIX PERCENTAGE2 60 10 10 � 5 4 4 1. SIMILAR SEED M�X CAN BE USED �yITH ENGINEER'S APPROVAL. 2, APPLICATION RATE OF 20 LBS/AC SHEET NO. EC-37 ��LI�I�T��$� �]L��T� �� °�� N Z O N i w � O, � � J Q ti Q � v W � � � i � O N N � 0 � � -� � c 0 � i C 0 � � � � � � � z � � � O N N O �, � 0 � i Q � � � 0 N \ \ � MINIMUM 10 �INE WIRE� STEEL FENCE POST WIRE FENCE HA�DWARE C�OTH FI��i�ER 0� 1 INCH DIAMETER � 57 WASHED STONE� �I.OW DIRECTION SIDE VIEW 8'-0" MAXIMUM VARIAB�E AS DIRECTED BY THE �NGINEER ��, „�! F R 0 N T V I E W ;" ',;, iii iiii iii i�Ti I �- -I � _� �- �_ =i i i=i i_r �=i i i=i �, STEE!_ POST -WOVCN WIRE f=�L�1=�IC SI�T �ENCE FABRIC _ O � � � ;,,� � �I�� S�OPE �� N � .�<� ,: �:.�_; ;�::"� . r f:ux�::�,�_°:� ;�, -• G R A D E 0 N 6" MINIMUM COVER OVER SKIRT � ANCI-i0R SKIRT AS DIREC-E� �Y --NGI�IEE? � SIDE VIEW � z�/ �Au�� )IATE WIRES � �OF� F�'-PA R OL SI�T �EI�CE �AI�UR-S USE SI�T F�I�CE OU��I�E1 DETAI� STANDARD TEMPORARY SILT FENCE (6.62) FILTER OF "I INCH DIAMEIER # 57 WASHED SION�-� NOTE: SILT FENCE FABRIC 10 OVERLAP HARDWARE C�OTH BY 12 INCHES NO iE: 1. USE SILT �ENCE OUT�ETS ON�Y WHEN DRAINAGE AREA DOES NOT EXCEED 1�4 ACRE AND II-IERE IS A�OW AREA. USE AS A REPAIR OF SI�T FENCE �AI�URES. 2. #57 WASHED STONE SHA�� BE PAID FOR AT THE CONTRACT UNII PRICE PER TON "SEDIMENT CONTROL STONE" a- U o � o-�o- - ��p� � 0 0 � � 0�� oo � � �o 0 �O 0 0 )o 0 SI� i FENCE FABRIC ON WIRE FENCE � �„ ��„�, � �,�- �,� �.,-� � �" o 00 0 o � 0 0 0 � NOTE: USE SILT �ENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1�4 ACRE AND NEVER IN AREAS 0� CONCENTRATED F�OW_ ( � �' o � � � o�� o o °88 0 o �� o o �b°o� o -n � � r ' °"°� a 0o O o0 �.� o � o a 0 00 � '��,Q � o 0 00 i�.i�oaO�,.o°,...... ,._oOC � HARDWARE C�OTH ON WIRE FENCE P�AN VIE�N �STEE� FEticE PosT sET_ I �� T ��T STEE� FENCE POST I J'�J I\ I VV I I\L I LI V UL� I I/ \I \ V VV /\I \ L `�L�' i FRONT VIE�V T,,�� TR�NCHNcr F�BR�c 6 iNc�Es iNTo STANDARD SILT FENCE OUTLET J-HOOK �1Er,�c sr,v�E ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 SILT FENCE J -HOOK PLACEMENT �� C,� J-HOOK �t�,� 5 � c�� fAS NEEDEDI � ` PLACE POST 5 l ST AKESJ ADJACEIyTLY ,41�1D BIND AT CONSTRUCTION TOP y�ITH y�IRE. Use si/t fence J-Hook p/ocement os s/x�Wn in these plons to dlrect run-off to si/t fence out/ets and prevent occumu/ation ond undermining of silt fence. MaNTENANcE lnspect J-Hooks at /eost once o Week ond after eoCh roinfoll. Make ony required �epoi�s immediate/y. Remoye oll fencing moteriols including J-Hooks ond bring the oreo to grode ond stobilize it ofte� th�e cont�ibuting droinoge o�eo hos been p�ope�/y stobillzed. M�N. �o ca LlA/E y�IRES �o� o.c. Max�MuM VARIABLE AS D/RECTED BY THE ENG/NEER 40" rrcvi�i vityy 3 4" � TREE PROTECTION AREA 4" .� DO NOT ENTER 4" �yARNING SIGN DETAIL /8" Z � 0 3 SIDE VIE�y PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-38 ��LI�I�T��$� �]L��T� �� v�°� �� v��°�u��°��rr STEEL POST - WOVEIy y�IRE FABR/C —ORAIyGE.W RESISTAIyT. H/GH-TEIySILE STRENGTH, POLY BARRICADE FABR/C (TYP/CAU — vV a�N�Nc s�cN OTES W�N/NG SIGNS TO BE �ADE OF DURABLE.WEATHERPROOF MATER/AL. LETTERS TO BE 3 H/GH MlNI�UM.CLEARLY LEG/BLE A�ID SPACED AS DETA/LED. S/GNS SHALL BE PLACED AT 50' MAX/MUM /NTERVALS. PLACE A SIGN QT EACH ElyO OF L/NEAR TREE PROTECTION AND 50' OA/ CEA/TER THEREAFTER. FOR TREE PROTECTION �'EAS LESS THA/y 200' lN PERI�ETER,PROVIDE NO LESS THA/y ONE 5/GN PER PROTECTION �REA. ATTACN S/G/yS SECURELY TO FEIyCE POSTS AND FABRIC. �!A//yTA/A/ TREE PROTECT/ON FENCE THROUGHOUT DURATION OF PROJECT. ADDITIONAL SIGNS MAY BE REQUIRED BY A/CDENR. BASED ON ACTUAL F/ELD CONDITIOA/S. S/GNS SHALL BE �NCIDENTAL TO THE FENCE. MAINTENANCEa lnspecttree protection fences otleost once o Week ond after eoch roinfoll. �oke ony �equi�ed �epoi�s Tmmedlote/y. Should the fobric of o tree p�otectlon fence collopse, teo�, decompose o� become Ineffective. �eploce it promptly. TREE PROTECTION DETAIL N Z � > w � o, � � J Q ti Q i v W a � i O N N � N O � � � � C 0 � C 0 � � � � � � Z � � � 0 N � N O � 0 � O O � I J Q � � � � 0 N \ \ � J O � � z 0 U Z 0 N 0 � W � O �m W N Z N oa 1— J N U � w _ N Q �W Z I�- O Lf� I— # (n J Q > w �w �� wo �� w w _ N w W N N = �~ w� �a �� w No ~ X '-L a -�. �� • i� �- � w � U a \ �- � � U O O � z H � � Z � N J 0 � � z 0 U zz 00 �o a� - w � -� 0 x�m ir� w �n ZN xoQ I— J �tnU w � U � W � � F-- m J J Q N � � Z � � � U > � � Z O � U w (/� � � � � F- z w � � J � J � J W �N � W � > O o �. 0 Zw �� J F- wwo / � N � � F NOTE: SKIMMER IS TO BE A SURFACE DE�ATERING DEVICE SUCH AS DESIGNED BY "FAIRCLOTH SKIMMERS" OR EQUIVALENT PRODUCT FLEXIBLE JOINT �RAD' A Tnn i inc�r� OUTLET ENDe CONNECTION TO OUTLET PIPE OR RISER SKIMMER SEDIMENT BASIN (6.64) ~ Z L� M � SKIMMER DETAIL VENT lyOTES l. Ea�th berm sholl be stabilized W�th seeding occording to standard specificotions section /660. Eo�th be�m ond seeding will be considered incidento/ Work, poid fo� ot th� cont�oct unit prices of th� vorious e�osion control items included in the controct.. 2. Use c/ean compoctor fill mate�ia/ fo� eo�th berm. CONSTRUCT/ON SPECIFICAT/0/y5 l. C/eor,grub and strip th�e areo under the embonkment of oll veqetation ond root mot. RemoVe oll surfoce soil contoining high amounts of orgonic motter ond stockpile or dispose of it proper/y. Haul all objectionob/e moterial to the designoted disposol oreo. 2. Ensure thot fill moteriol for tlae embonkment is free of roots,Woody vegetotion, orgonic motter, ond oth�er ob jectionob/e moteriol. P/oce the fill in lifts not to exceed 9 inch�es ond mochine compoct it. OVe� fill the embonkment 6 inches to olloW for sett/ement. 3. Construct the out/et section in the embankment. P�otect the connection betWeen tlae riprop ond the soil from piping by using filter fabric or a keyWoy cutoff trench betWeen the riprop structure and the soil. - P/oce the filter fobric beiWeen the riprap and soil. Extend the fabric across tlae spillWay foundation ond sides to th�e top of the dam; or - Excovote o keyWoy t�ench o/ong the centerline of the spillWoy foundotion extending up the sides to the heightof the dom. The trench shnuld be ot /east 2 ft deep ond 2 ft Wide With l:l side s/opes. 4. Cleor the pond orea be/oW th�e e/evation of the crest of the spillWay to facilitate sediment cleonout. 5. All cut and fill slopes shdu/d be 2:l or f/otter. 6. The bosin shou/d be excavated l.5 feet be/oW grode. 7. Ensu�e thot the stone fdroinogel section of the embonkment hos o minimum bottom width of 3 ft ond moximum side s/opes of l:l thot extend to the bottom of the spillWoy section. 8. Construct the minimum finished stone spillWoy bottom Width,os shoW� on the plons.W�th 2:l side slopes extending to the top of th�e over filled embankment. Keep the thickness of th� sides of th� spillWoy out/et structu�e at o minimum of 2/ inches. Th� Weir must be /eve/ ond const�ucted to q�ade to ossu�e design capocity. 9. Materio/ used in the stone section shou/d be o Well-groded mixture of stone With a d50 size of 9 inch�es fc/ass B erosion contro/ stone is recommendedJ and o moximum stone size of /4 inches. The stone moy be mochine p/aced ond the smolle� stones Wo�ked into th� voids of the /o�ge� stones. The stone shou/d be hn�d, ongu/o�, ond high/y Weothe� -�esistont. l0. Ensure thot th�e stone spillWay out/et section extends doWnstreom post th�e toe of th� embonkment until stob/e conditions o�e reoched and outlet velocity is occeptob/e for th�e receiv��g streom. Keep the edges of the stone out/et section f/ush With the surrounding ground ond shape the center to confine the outf/oW streom. ll. Direct emergency bypass to notural, stob/e areos. Locote bypass out/ets so thot flo�y Will not damoge th�e embonkment. l2. Stobilize the embonkment ond oll disturbed oreos obove the sediment pool ond doW�streom f�om the basin immediote/y ofter construction. l3. ShoW the distonce from the top of tlae spillwoy to the sediment c/eanout level fone-holf th� design depthJ on the p/ons ond mark it in tl� fie/d. MA�NTEN/aNCE lnspect basins after each period of significont roinfoll. RemoVe sediment and �estore the basin to its origino/ dimensions When the sediment hos occumuloted to one-h�lf the design depth of the bosin. P/ace the sediment th�t is removed in the designoted disposalorea and replace the contaminated pa�tof tlae qroVel facing. Ch�eck the st�ucture for domoge from erosion o� piping. Periodicolly claeck the depth of the spillWoy to ensure it is a minimum of l.5 ft beloW the loW point of the embonkment. lmmediote/y fill ony sett/ement of th�e embonkment to slight/y obove design qrode. Any rip�ap disp/oced from th� spillWay must be �ep/aced immediate/y. After oll sediment-p�oducing areas hove been permonent/y stobilized,remove th� structure and all unstob/e sediment. Smooth the orea to b/end With the ad joininq existing ground ond permonent/y vegetote as described in tiae maintenonce and vegetotive p/on. VARIABLE SIZE ORIFICE ACCESSIBLE THROUGH SCREEN�DOOR SEE PLANSHEETS FOR ORIFICE SIZE FLOAT BARREL PIPE LONGER THAN SHOy�N. NOT INCLUDED y�ITH SKIMMER SUPPLIED BY USER. Silt Fence Ground DETAIL 1 CLEAN WATER DIVERSION ( Not to Scale) d ?.� D �,•: 6' Min. Geotextile Type of Liner= Geotextile for Soil Stabilization D ETAI L 2 CLEAN WATER DIVERSION ( Not to Scale) 0 Natural Ground �:J D 'b� Geotextile 6' Min. Min. D = 1.0 Ft. Min. d = 0.5 Ft. Type of Liner= Geotextile for Soil Stabilization 6' Min. Compacted soil � Silt Fence Min. D = 1.5 Ft. Min. d = 0.5 Ft. Compacted $oil r— Silt Fence I I � Fill Slope 3' Min. ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION SfEEi c........ o....� W OSI�IeC - - - - Across Pipe lnlet Upstream End of �-a.._M „_oIn— e �a �O• .a �a • , � ' ' - . � a , o a .� � • ° � °. � • ' o, • . . . . . a ,'o , ' a .'o . , ' o ' � ' . � . 'a . . , a ,'a a ' a • o . . � ` . .. � . .. •° ��. �rdWare Cloth Overflow l/3 Pipe Diometer STONE F/LTER INLET PROTECT/ON W/LL BE CONS/DERED /NC/DENTAL TO THE CONTRACT UNIT PR/CE PER L/NEAR FOOT OF P/PE CULVERT INSTALLAT/ON. PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION T ,- .. ...-. /. „��m ��' �{ Storm Droln � — — — — Bur Bottom of Pl ood � y yw _a ' a �,a � °. , ° '•' ' . , •�� ' • . . . . , a . �. . a . o . a a . . . � �< � .. � . . . .. . ,, . . ,. � , . a .. a a . , . a ' v ' . . • . • . ' ' . �. � • • �.. a . .� a , . a � a ' • . • �. a • .. � . � . .. • . � . ' . . . ' . .�. • ° � °. 3/4" Exterior Plywood PLYWOOD INLET PROTECTION IN/LL BE CONS/DERED lNCIDENTAL TO THE CONTRACT UN/T PR/CE PER LINEAR FOOT OF P/PE CULVERT INSTALLAT/ON. l/3 Pipe Diometer PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-39 ��LI�I�T��$� �]L��T� d9� N�°JC �J�]E ]F� ��N�°Jl°ffBU�'ll°d�l�i N Z O N > w � o, � v� � Q ti a � v W � a � � 0 0 N N � N 0 � � � � C O � C � � � � � � � Z � O N � N 0 � � 0 � � Q � Y � O N \ \ � POROUS BAFFLES (6.65) Q w �z Q � Q � w � � N �. �, � Q _- � O � O vi W H 0 Z �� 0 z � O � c� � J O � O H Z � � N Q w J � a 1-- � 0 � w U z W L.� J W W H N w > � � w J m Q � � w U U a � 0 z w � a N F-- N O � 0 0 0 � N W > � Q Z � w � J a W J m a � � W U U a � � 2 N W � � 0 � N � � C.� 0 0 ti w m J J a _ N N w J � � a m M w � � c.� O _ O H U � m a � _ U Q � H Q O H � � a � Q � W J � Q � N w � � V � 1 � � W � w m J J N �U ~ z�a o�� U � Z �zo � � U � N � W Z U = oQ� � � Z W ~ — Z J O � � U W � Q W � m = J Z ~ U Q Z J ~ �aN � oow W � � > O � J � — O d Q � �� QYz �o � �Z N � O aQoH p Z � www U � Q U � � Z Q N � ln � Q w�> J �ww �-�_ Q N I— m Z .o� � U O �W wJ� z� �� w� ��Q �m - �� _ Q� �e� z o 1 Z ��a z �w� Q � O �j~cn ��=o G Q � w � � � z U oc�o� � z w � i—W�� O � _ O � m��c� � O c�� COMPACT ED SO/L ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 TEMPORARY DIVERSION DITCH DETAIL (6.20) � 2� MiNiMuM 6' TYP/CAL cRoss sEcr�oNA� v�EvV CONST RUCT lON SPEC/F/CAT IONS �, _6„ MiNiMuM � i FLOW i -STAB/L/ZE DIVERSION DlT CH W lT H T EMPORARY SEEDING AND ST RAW Vy/ NETe lo Remove and properly dispose of oll trees9 brush9 stumps9 and other ob� ecti onoble materialo 2a Ensure that the minimum const�ucted c�oss section meets all design requirementso 3o Ensure that the top of the dike is not lower at ony polnt than the deslgn elevatlon plus the speclfled settlemento 4d Provide sufflclent room around dlverslons to permlt machlne regrading and c/eanouto 5a V egetate the ri dge 1 mmedl ately af ter constructi on, un/ess 1 t wI ll remai n i n place /ess than 30 working dayse 6e Use temporary llner where noted on planse 7e Temporary diversion dltch construction shall be paid for at the controct unit price per cubic yard "Drainoge Dltch Excavatione" MA/NTENANCE lnspect temporary di versi ons once a week and af ter every rai nf allo /mmed i ate/y remove sediment from the flow area and repair the diversion ridgea Careful/y check out/ets and make timely repairs as needede W hen the area protected is permanently stabilized, remove the rldge and the chonnel to b/end with the noturol ground /eve/ and oppropriately stabilize ite TEMPORARY CHECK DAM DETAIL (6.83) STONE FOR EROSION STONE FOR EROS/ON � CONTROL,CLASS 8 COIyTROL,'57 STONE Filter 15��PE o�,,c� 2is� 24' mox Fabric 2� "b �AF ot center 4' to 6' _ I r Sectlon A-A L= Tlae distonce such th�at points A ond B ore of equal elevotion : L � -_,=.�i{�.��if•'�.��T"�� i�i • ;��'• • f ��i`�i . I PROJECT REFERENCE NO U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-40 ��LI�I�T��$� �]L��T� �� NorE: Check doms to be instolled as indicated on p/on o� if grode is steepe� per p/on detoil. CONST RUCT lON SPEC/F/CAT IONS l. Ploce stone to tlae lines and dimensions shoWn In tiae plan on o filte� fobric foundotion. 2. Keep the center stone section at least 9 inches belory notura/ ground level where the dom obuts the chonnelbonks. 3. Extend stone ot leost l.5 ft beyond the ditch bonks to keep oyerfloW Woter from cutting oround the ends of the check dom. 4. Set spocing between doms to ossure thot the e/evotion ot the top of the loWer dom is th�e same os th� toe e/eyotion of the upper dam. 5. Protect th�e chonne/ doWnstreom from the /oWest c/aeck dam.considering tlwt ,yyote� will floyy oyer ond oround th� dom. 6. Moke sure thot the chnnnel �eoch above th�e most upstreom dam 1s stob/e. 7. Ensu�e th�ot chonne/ oppurtenonces, such os culVert entronces belo�.y check doms,ore not subfect to domage or b/ockoge from disp/oced stones. M�NTENAIyCE lnspect ch�eck doms ond chonne/s fo� domage after eoch runoff eyent. Anticipote subme�gence and deposition obove th�e check dom ond e�osion f�om high f/oyys around the edges of the dam. Cor�ect all domage immediote/y. lf significant erosion occurs betWeen dams.install a protectiVe riprop liner in tlx�t portion of the ch�onnel. Remove sediment occumu/oted behind tiae doms os needed to prevent domoge to ch�anne/ vegetotlon, ollory th�e ch�anne/ to droJn throu�h the stone check dom,ond preyent lo�ge floyys from corrying sediment oye� the dom. Add stones to doms os needed to mointoin desiqn height and c�oss section. N Z O N i w � a � � � Q ti a � v W a � 0 0 � O � � -� � c 0 � � c 0 � -. � � � � � z � i 0 N � N � 0 0 0 � � Q � � � 0 N \ \ � VARIOUS LINING CONSTRUCTION SPECIFICATIONS ln channels, roll out strips of netting parallel to the direction of floW and over the protective mulch. ov�, ,�� Join strips by onchoring and ove�lapping. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT (6.06) EXISTING ROADWAY EXISTING ROADWAY 100' MIN. (SUFFICIENT TO KEEP SEDIMENT ON SITE) 25' OR WIDTH OFPROPOSED STREET, WHICHEVER IS GREATER 2"-3" STONE TO BE USED (SURGE STONE OR RAILROAD BALLAST) PLAN VI EW � � �� j�/�%/�� 6 MIN. �;��; �/� ��'i �%i< CONST RUCT lON SPEC/F/CAT /ONS ROCK BERM 35' MIN. \ ABRIC UNDER STONE CROSS SECTION l. Cleor tl� entronce ond exit oreo of oll vegetotion, roots, ond other ob�ectionob/e materlal and proper/y grade it. 2. Ploce the stone to the speclfic grade and dlmensions shoWn on the p/ons, and smooth it. 3. Provide drainage to carry Water to o sediment trap or other sui tab/e out/et. 4. Use geotextile fabrics because they lmprove stobillty of tl� foundatlon in /ocatlons subJect to seepage or high Water tab/e. 5. Use 2-3" coorse aggregate base course or larger. 6. Payment shall be mode at ti� contract unit price per ton "lncidentol Stone Base." MAiNrENANcE Molntaln the stone pod In a condltlon to prevent mud or sedlment from /eoving the constructlon slte. This may requi�e periodic topdressing Wlth 2-inch stone. After each roinfoll, Inspect ony structure used to trap sediment ond clean It out as necessory. lmmedlately remove all ob�ectlonable materials spIlled, Woshed, or tracked onto pub/Ic roodWays. Nor��sa i�ui�� si�r F�tNCE oi� r�RE� �r�orEcrioN FE�Nc� ui� l 0 ENSURE CONSTRUCTION ENrRANCE lS LISED. NEW CONSTRUCTION 15' MIN.� � ; 12"MIN. %�\� �\� '� \ \� \�' \ ,�\ � %/��/j �/,�'%� � lnstollotion: Avoid curves in public roods and steep slopes. Remove oll vegetation and other obJectionable material from the foundatlon orea. Grade and croWn foundotlon for positive droinoge. lf the slope toWard the rood exceeds 2%, construct a ridge, 6 to 8 inches high With 3:l side slopes, ocross the foundotion opproximotely l5 feet from the entrance to divert runoff oWoy from the public road. CONSTRUCTION SPEC/F/CAT/ONS SYNTHETIC ROVING Use North Americon Green PS 300 permonent erosion control motting or equivo/ent product opproved by engineer. Synthetic roving is Wound into a cylindrical packoge so that it can be continuously WithdroWn f�om the cente� using o compressed air eJector. RoVi�g expands into a mat or g/oss fibers as it contacts the soil surface. lt is often used over a stroW mulch. but must still be tocked With ospha/t. Spreod roving uniform/y over tl� orea at a rate of 0.25 to 0.35 lb/sq yd. Anchor with osphalt immediote/y ofter opplicotion. ot a rate of 450 gallons per ocre. As o chonnel lining, and at other sites of concentroted floW, the roving mot must be furtl�r anchored to prevent undermining. lt moy be secured with stokes p/aced at intervals no greater than /0 ft along the droinageWay. ond random/y throughout its Width, but not more thon l0 ft apart. As an option to staking, the roving can be buried to a depth of 5 inches at the upgrade end and at intervals of 50 ft o/ong the /ength of the channel. NET S A/�D MAl S Nets olone generolly provide litt/e moisture conservation benefits ond on/y limited erosion protection. Therefore, they are usually used in con junction With an organic mu/ch such os stroW. Except when Wood fiber slurry is used, netting shnu/d a/Ways be installed over the mu/ch. Wood fiber may be sprayed on top of on installed net. Mats, inc/uding "excelsior" (wood fiberJ b/ankets. ore considered protective mulches ond moy be used olone, on erodib/e soils, and during all times of the year. Ploce the matting in firm contact With the soil ond stap/e secure/y. Wl = 3D0 A FI/ter , ,,,., , „ �NSTALLATION OF NETTING AND MQTTING Products designed to control erosion should be installed in occordance With monufacturer's inst�uctions. Any mot or b/onket-type product used os a protective mu/ch shou/d provide cover of at /east 30% of th� surface where it is applied. lnstollation is il/ustrated beloW. l. App/y lime, fertilizer and seed before /oying the net or mat. lf open-Weave nettinq is used, lime may be incorporoted before installing the net and fertilizer and seed sproyed on afterWard. 2. Stort /oying the net from the top of the chonne/ or slope and unroll it doWn the grode. AlloW netting to loy loose/y on th�e soil but Without Wrink/es-do not stretch. 3. To secure the net, bury the upslope end in a s/ot or trench no /ess thon 6 inches deep, coVer with soil, ond tamp firm/y. Stap/e the net every /2 inches ocross the top end and every 3 ft around the edges and bottom. Where 2 strips of net ore /oid side by side,the adJacent edges shou/d be over/apped 3 inches ond stap/ed togethe�. Each strip of netting shou/d o/so be stap/ed doWn th�e center, every 3 ft. Do not st�etch the net When opp/ying stop/es. 4. To join tWo strips, cut o trench to onch�r the end of tl� neW net. Over/ap the end of th� previous roll l8 inches, os shnWn be/oW. ond stap/e every /2 inches Just be/oW the anchor s/ot. Ma�NTENANcE lnspect all mu/ches periodically, and after rainstorms to check for rill erosion, dis/ocotion, or failure. Where erosion is obvser�ed, app/y additiono/ mu/ch. lf Washout occurs. repoir the slope qrade, reseed, and reinstall mu/ch. Continue inspections until vegetation is firm/y establisl�d. OUTLET STABILIZATION STRUCTURE DETAIL (6.41) DETAI� A Lo �o° 00 0 00 000�°� °°O o�o o� 000 0 ,q 000000 ooOoOc� oO��o �o��o o� 0000 0 00°�OoO�°�0 000 °o0°Oo °°O Oo�00o00�0�o W2 = oo +co o��o �o��o O� 000� O c�oDo�� °°�O 0 000 00 Plan � Sectlon A-A � Do T Pipe Outlet To Flat Area Wlth No Deflned Channel W l = 3Do A h ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RAL IGH, N.C. 27601 DETAI� B Lo � o � � Uvo -� �� D° °O �00000 00000� o�� o�o�� c 00 �0000 �o� �0 0�0�00 0�0 �Oo O�OOo �� o�o �� oDo �oO�Oo ooOoO� on�� on��c� Ta1/Water � 0.5 Do 0 0 � 000000� o O o O � °o� oo� °0 0 00� �° �°� �° �°� A �000 000000 000 �°�o °00°�0 °�O � °�0��0 °�0�00 o � �� 0� o �00� �0�00� �O� W2 = Do + 0.4Lo J°�o °o0°�G °00 � oCoo oOoG � 0�0�°��,0 0°000°��0 . � o�� o� o�� o O O�O SLOPE l%2:l OR FLATTER 0 Sectlon A-A H= RIp Rop to Top of Pipe fMox. H= D+ TJ T=/.SXDmax , Un/ess OtherWlse Shown On Plans CONST RUCT lON SPEC/FICAT IONS l. Ensure that the subgrade for the f1/ter ond riprop folloWs the required /Ines and grodes shown In the p/an. Compact any fI// requlred In the subgrade to the density of the surrounding undisturbed materiol. Low areas in tl� subgrade on undisturbed soil moy a/so be filled by increasing the riprap thickness. 2. The riprop ond grave/ fI/ter must conform to the specified groding limlts shoWn on the plans. 3. Filter cloth, When used, must meet design requirements ond be proper/y protected from placinln onothe�r ie e of�nfl/ter cloth�ove�t��dama edmo eo. All con�nec9nt� oi�s� ho �d over/op o minimum of / foot. /f domoge ls extensive, rep/oce the entlre f�te c/oth. 4. Riprop may be ploced by equipment, but toke care to avoid damaging the filter. 5. Tl� minlmum thickness of the riprap should be l.5 times the maximum stone diometer. PI pe Out/et to W ell -Def I ned Channel Filter Fabric PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER 6. Riprap moy be fie/d stone or rough quarry stone. lt sl�u/d be hord, ongu/ar, high/y weather -resistant and Well graded. 7. Construct the apron on zero grade with no overfall at the end. Make the top of the rip�ap at the doWnstreom end /eve/ With the receiving area or sllghtly beloW it. 8. Ensure that the apron is proper/y aliqned With the receiving stream and preferab/y straight throughout Its /ength. lf o curve is needed to fIt slte conditions, p/ace it In the upper section of the apron. 9. lmmediate/y after constructlon, stabilize all dlsturbed areas with vegetatlon. MA/NTENQNCE lnspect rlprap outlet structures ofter heaVy ralns to see If ony eroslon oround or below the rlprop has taken p/ace or if stones hove been dIslodged. lmmediate/y make all needed repairs to prevent further damoge. ��LI�I�T d9� N�°l[[° �iJS1E 1F SHEET NO. EC-4/ �� L�� N�°Jf'f°ffBU�'ll°d�l�i N O N i w � o, � � � Q ti W a � v W � a a � � � 0 0 N N � N O � � a -�g' � 0 � c � � � � z � i � 0 N N � 0 �, 0 � 0 � � Q � � � 0 N \ \ � TEMPORARY STREAM CROSSING (6.70) PROPOSED 12" WOOD BRIDGEMAT SOLID DECK AND 10" SIDE BOARDS FOR STREAM CROSSING COARSE AGGREGATE 6" DEEP (TYPICAL) 0 :/4 su��fl��r�a CX��V �ii��-c_ EXkSi�NG S�1$�i�R�E A T�RNAT� TE�iP�R�R� S�R A� CR�SSfh�� R�I]�E�� uo�r ro s�a�E CONST RUCl /ON SPEC/F/CAT /ONS ld Keep clearing and excavation of the stream banks and bed and approach sections to a minlmumd - 2a Di vert all surf ace water f rom the constructi on si te onto und i sturbed areas ad � oi ni ng the streame 3e Keep stream crossing at rlght angles to the stream flowa 4e A/1gn road approaches with the center l/ne of the crossing for o minlmum distance of 30 feete Raise brldge abutments and culvert f i lls o mi n1 mum of l f oot above the ad � oi n1 ng approach sectl ons to prevent erosl on f rom surf ace runof f and to ollow f lood f/ows to poss around the structureo 5d Stabi lize al/ di stu�bed areas sub� ect to f lowi ng water9 i ncludi ng planned ove�f /ow a�eas, wi th ri p�ap or other sui tab/e means i f deslgn ve/oclty exceeds the allowab/e for the 1n-p/ace soile 6d Ensure that bypass channe/s necessary to dewater the crossing site are stable before dlverting the streame Upon completion of the crossing, fill9 compactq and stabillze the bypass channe/ approprlate/ye 7e Remove temporary stream crossinqs Immediately when they are no longer neededa Restore the stream channel to its oriqinal cross -sectlon, and smooth and approprlately stabilize al/ disturbed arease 8e Any In-stream contro/ measures must be removed upon stabilization of the areae MA�NTENANCE lnspect temporary stream crossi ngs af ter runof f-produci ng rai ns to check f or blockage i n channel9 erosi on of abutments9 channel scour9 riprap displacement9 or pipinge tilake all repairs immediate/y to prevent further domage to the installationa W 2/ W -111,,, _ii� II II -o p _ III�� II'�_ ii� ��III , I I I I I I- _ � a-� �__ I I I- -I I I, � �I I I—� � 0�� _, i I—I I I, � STONE SIZE PER DESIGN � - -1II� i -I �� O� =1IIIIli��Il� 1 g'�— I' — I � I I- 6, -- — FILTER FABRIC OR RAVEL BEDDIN G G PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY BULLDOZER) CONST RUCT lON SPECIFICAT IONS W II � �iil��Illii�lll��illl �i�-o _III III- � � FILTER FABRI COARSE AGGREGATE 6" DEEP 2" DIAMETER OF PIPE OR 12" WHICHEVER IS GREATER - �-� ° � ° � � � �- 00000000000ao� p�ODO�O�OpOQ0�000�0 O O O O O OOQO�O�OQD�O O O O O� O O p O O Sn�`�-'-��'-41��'n��-O..,Q� O O O O O O O O�O�Q�i9� O O I �„�I �q„�I �q„ I '�y- O�G�t oa�oaa� � ��, �� ,� ��,� ��.� �� ,� �t ��a¢� �o��.�� ,e� ,e�4 �' �' �� '= �� 'a 0 0 0 ,t�4 �C. 0 0°o°9-°a444 "` / �/� ��/� ��/� �� /� ��`��`�� 000000000� �� ► � � � � � ► � � ► � � � ► _ �-� � � ► � � oaoo4o�� . �� . 7�� . � � �, � � �. ��• � � '� � � '� � � � .� �,� o o ri�tr —j%�,� � — — I I I I I I I I I I I I I I I I '�� , '� �� I I I I= IIIIII—III—III—III—III '�`�� —III—I �I II III II1= CAPACITY OF PIPE CULVERTS= BANK FULL FLOW COARSE AGGREGATE RIPRAP CHANNELS (6.31) - ii i - � L� ' ��' � 1 �� — -� � I I I STONE SIZE PER DESIGN I I�� I FILTER FABRIC OR ,' -I; il l l 6 GRAVEL BEDDING V-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY MOTOR GRADER) lo Clear the foundatlon area of trees9 stumps9 roots9 /oose rock9 and other ob�ectlonable materia/o 2o Excavate the cross section to the lines and grades of the foundation of the liner as shown on the p/anso Bring over-excavated oreas to grade by i ncreasi ng the thi ckness of the lI ner or by backf I lli ng wI th moi st soi l compacted to the densi ty of the surrounding materiale 3e Rock riprap llningse Practice 6e15, Riprape 4e P/oce fi/ters9 beddings, ond foundotion droins to //ne ond grade in the monner specifieda P/ace fl/ter and bedding materia/s i mmed i ately af ter slope preparatl ona For synthetic f i lter f abri cs, overlap the downstream edge by at least /2 I nches wi th the upstream edqe which is burled a mIn/mum /2 Inches In a trench, See flgure 6e/4a9 page 6o/4e6e Space anchor pins every 3 feet a/ong the over/ape Spread granu/ar materials in a uniform /ayero When more than one gradation is required, spread the /ayers so there is minima/ mixingo Filter materlal shou/d consist of at least 3 inches of materia/ on all sides of the droin pipeo The drain pi pe condui t should be a mi ni mum of 4 i nches i n di ametere Acceptable materi a/s i nclude perf orated9 conti nuous, closed -� oi nt cond ui ts of c/ay, concrete9 metal, plasti c, or other sui table materi ol (Practi ce 6e8/, Subsurf ace Drai n)e '�� '- 25' MIN. TOP OF BANK-�' TYPICAL RIP RAP CHANNEL I�� =11111 IIII� �W---� �1=11 Il�l�lf�ll� _ �o��o ��I�III�� I— I I—I —I I I-I I I-1 I I—I I I—I I I- �FILTER FABRIC OR GRAVEL BEDDING TRAPEZOIDAL �r �.�,�: �.7- ELEVATION �I�I�I�I FLOWI�I�I!I�I �� i •�t,t,i �� i •� i •t�-r,i •� i y 1; 'i �`'' �`'' �` .� ,�. � � � �. n�/ �� 'I'I'I'I'I'I'I�I�I�I�I�I' � STREAM CHANNEL i ��. 'll:l:l:l:l:l:l:l:l:l:l: PLAN ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 EARTH FILL COVERED BY LARGE ANGULAR ROCK i�'�I��-, � —III�III II EARTH FILL COVERED BY LARGE ANGULAR ROCK „�;„�,„� 25' MIN. - TOP OF BANK TABLE STONE CLASSIFICATION RIP RAP DEPTH A 9" B 18" CLASS 1 24" CLASS 2 24"-36" NorE: I.TO BE USED VVHERE EXCESSIVE STORMWATER VELOCITIES PROH/BlT VEGETAl/�E L/N�NGS. 2. S/ZE OF STONE MUST BE DETERM�NED BY APPROPR/ATE DES/GN PROCEDURE. 3. DIMENSIONS FOR D& VV VARIES ACCOR�ING TO DESIGN. 4.R/P RAP DEPTH AS PER DES/GN OR REFER TO TABLE. PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC-42 ��LI�I�T��$� �]L��T� �� 5e Perform all channe/ construction to keep eroslon and water pollutlon to a minlmum, lmmediate/y upon comp/etlon of the channel, vegetate al/ dlsturbed areos or otherwlse protect them ogalnst soil eroslone Vyhere channel constructlon w1/l take /onger than 30 doys, stablllze chonnels by reacheso MAINTENANCE lnspect channels at regu/or 1 ntervols as well as af ter mo� or roi ns, ond make repoi rs promptlye Gi ve speci al attentl on to the out/et and i n/et sectl ons and other poi nts where concentrated f/ow enterse Caref u//y check stabi /I ty at road crossi ngs9 and look f or 1 nd i cati ons of pi pi ng, scour holes9 or bank f ai lureso Make repai rs I mmedi atelyo Mai ntai n all vegetat/on ad � acent to the channel in a healthy, vigorous condition to protect the area from erosion and scour during out-of -bank floW� N 0 > w � C a � � � � Q ti Q I v W � � � O N � N O � � -� � c O � � c 0 � / � � � Z � i 0 N N O �, 0 � 0 � i Q � � �., . . .:�:��•� � � � � � - : ::�;.-;.-:; . � �`��':��'� :�� ' � �' . .,. �.��.. �� . . •.��.��.��o�.-� . . , . ' : � ' � '-:�,: ;=,':��`' ' .�,.��.� . . , . � . , , � . .,. .��. . . � • � � .� �, � � . . .I� . , . � - � � � � � � �' � � !,� ��_ � � � � i��o��■ � :� 1 C' � �' 1 � ��- �� . ., 2"X2"X3/4"- RUBBER 1�,� BLOCK (TYP) `�'iN. , `u / L �' E':. C 4, . � ., , . . - � ; '•`, � ,° . �� . L � . .� .< � , . � . � � � . ' •< � r � �� . :.9 .r .f . '� � . � ; ' �c. . r � . « .. �:�. <. � , �. � .< <� . ISOMETRIC VIEW INLET TUBES "SILT SOCK" N�1F_;USE INLEI�� T�UB_FS AS NEEDED TO PREVENT SILT AND DEBRIS FRC�M ENTERING INLETS DURING CONSTRUCTIONo I lU Lll JHI�/A IIVLLI PROT ECT ION (SEE DETAIU 1/4" BRIGHTLY - COLORED NYLON ROPE EXPANSION RESTRAINT ENT TUBE !T FENCE -EDEDJ GUT l ER 'EIG'F1TED S EDIMENT TUtsE Inle� Tubes P�laterials Use inlet tubes that eXhibit the following properties: Produced by a Manufacturer experienced In sediment tube manufacturing. Composed of compacted geotexfiles, curled eXcelsior wood, natural coconut fibers or hardwood mulch or a mix of these materials enclosed by a flexible netting material. Do not use straw, straw fiber, straw bales, pine needles or leaf mulch under this specification. Utilize an outer netting that consists of seamless, high—densi`ty polyethylene photodegraaable materials treated with ultraviolet stabilizers or a seamless, high—density polyethylene non—degradable m�terials. Installaticn: Install inlet tubes lying llat on �he ground, with no gaps betwee� the underlying surface and the inlet tube. Ir�spection and Maintenance: Inlet tubes may be temporarily moved Curing construction as r��ce�cd. Replace inlet tubes damaged during Installation as directed by the Irspector or Manufacturer's Representative �t t�e contractor's expense. SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACE. I ,. , . . ;. L . .� < ►i Ei E�ATION VI� W PROFI�E VIEW OF INSTA��ED FI�TE� S,ACK 1 � 3 4 ;; 7 FILTER SACK INLET PROTECTION EMPTY FI�TER SACK WHEN BRIGHT�Y CO�ORED EXPANSION RESTRAINT CAN NO �ONGER BF SEEN. GEOTEXTI�E WI�L BE A WOVEN PO�YPROPY�ENE �ABRIC THAT MEETS Of� EXCEEDS RE�UIREMENTS IN THF SPECIFICA I IONS TAB�E_ AN 01� ADSORBENT PAD OR PI��OW CAN BE PURCHASED WHEN 01� SPI�LS ARE ,� CONCERN. INSPECT PER REGULATORY REQUIREMEN�TS. THE WIDTH, "W", OF THE FILTER SACK WI�L MATCH THE INSIDE WIDTH OF THE GRATED IN�ET BOX. THE DEPTH, "D", �JF THE FILIER SACK W1�� BE BETWEEN 18 INCHES AND 36 INCHES. THE �ENGTH, "C', 0� THE �I�TER SACK WIL� MATCH THE INSIDE �ENGTH OF THE GRATED IN' ET BOX. LOy� TO MODERATE FLOy� GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST ETHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 120 LBS (�ULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS W RESISTANCE ASTM D-4355 80 % APPARENT OPEN�NG SIZE ASTM D-4751 40 US SIEVE FLO�y RATE ASTM D-4491 40 GAL/I�IN/SQ FT PERMITTIyITY ASTM D-4491 0.55 SEC -1 ODERATE TO HIGH FLOy� GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST ETHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 q PUNCTURE ASTM D-4833 135 LBS I�ULLEN BURST AST�I D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 � APPARENT OPEN�NG SIZE ASTM D-4751 20 US SIEVE FLO� RATE ASTM D-4491 200 GAL/IvIIN/SQ FT PERMITTIyITY ASTM D-4491 1,5 SEC -1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51) CONSTRUCT/ON SPEC/FICAT/0/yS l. As synth�etic fob�ic, use o preyious sheet of nylon, po/yester, or ethy/ene yarn - extra strength (50 /b/l inch minimumJ - t/a�t contoins u/troyio/et roy inhibitors ond stobilizers. Fabric shou/d be sufflclent/y porous to proylde odequote drolnoge of tl� temporory sedlment pool. Burlop moy be used for shnrt-term opplicotions. lt must be rep/aced every 60 days. 2. Cut fabric from a continuous roll to eliminate joints. 3. For stakes, use 5-foot stee/ posts. 4. Spoce stokes eVenly o�ound the perlmeter of the Inlet o moxlmum of 4 ft opo�t.ond secu�e/y drive them into the qround,opp�oximate/y 24 inches deep. 5. P/ace o 2 foot f/op of Wire mesh under the qrove/ for anchnring. 6. Fosten fob�ic secu�e/y to th�e stokes ond f�ome. Jolnts must be oveNopped to the next stoke. 7. The top of the f�ome ond fob�lc must be We// be/o�.y the ground e/eyot7on doWns/ope f�om the drop in/et to keep runoff from bypassinq the in/et. lt moy be necessary to build o temporary dlke on th� doWn s/ope side of tiae structure to p�event byposs f/oW. Moteriol from wlthln th� ST,4�/�ARD/ZED METAL sediment poo/ may be used for diking. POSTS 2'-0" lN GROUA/D MaNTEIyA�/CE lnspectthe fob�ic bor�Ier ofter eoch �ain ond moke �epol�s os needed. RemoVe sedlment from t/ae pool oreo os necessory to proVlde adequote storoge volume for t/�e next roin. Toke care not to damoqe o� undercut th� fob�ic during sed7ment �emoyol. METAL POST HARD►HARE 2, 3- W/RE •57 STONE 2 � � /6" �e � � 2' 2' b6 �� v / � `� qb �Oo � ��41�9�c.b�•aooCb O� -�_ �- 0 � 0 GALVAN�ZED HARDyyARE y�IRE EXTENDS TO TOP OF BOX •'v� • � • �, �7 �� • J � , ti! —� "57 y�ASHED STOA/E PL�D TO A HEIGHT OF l2"-l8" lN• ABOVE TOP OF BOX ' �' N `HJI��`d�l SJIb'MHJIH �0 NOISI�Id NOIlbl�OdSNb'�Il �0 ' 1d�0 dNI�O�Id� Hl�ION �0 �1d1S �� o� J � � — � m w z 0 � � J 0 � � z 0 U � z w � H 0 w � ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC -43 ��LI�I�T��$� �]L��T� �� v�°� �� v��°�u��°��rr b 3dAl �1�3H� l� IS �I�0�1 AabbOdW31 �10� JNIMb'�Id d�IdaN`d1S HSI�JN� z W � w � z w c� Cii � O J IL � W �— z z o � � U Cn z • ti o w � H z cn oL • � r � a� cn z W J � 0v Q O � � � � � � Q U • J = O • U � Z _I w n w � W CA Cn I— O = O = O z � c� Q� ��o � �o ;0° Oo� °� � ��d�o Oo Oo 0o Oo Oo Oo Oo a°� o ��a°��o ��o 0 ��o ��o >o�ap oa� a o 0 0 0�0�0� Oo0o0o00 00 00 00 00 o0o0oC 0 00 00 0 0 0 0 0 0 0 0 0 o�o�o� 0 0�0�0�0�0�0� o�o�o� � >ao � �o�o�o�o o�o�o�o 0 �0 �0 O� �� 0 �0 �� 0 0 00�0 O O �O�O� 00 00 0 0 00 00 0 0000 �o � � o� a� STATE 4F " - ' ` N4RTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. z J � w z 0 � � � Q � � H U � � � � N T 00 0 �� Z �o H � �� T z H � N u _ m m O H � U /W/'� V / o °o �oa� a 00 � J Q w ao ao z= o0o Z �� °p o � °o ° F— M ° oo W N �O � ,�o �o ENGLISH STANDARD DRAWING FOR TEMPORARY ROCK SILT CHECK TYPE A r � O o ■ r M w �w = T � T r� � � 0 rM �M w �p w = T N O N > w � � z � I � 0 N N � N O 0 � � 0 0 � i Q � � � O N \ \ � WITH LI N ER NO GRAVEL APPROACH 7 ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER 10'-0" M I N . A O O O O SANDBAGS TYP.) O O OR STAPLE z 10 MIL � 1:1 PLASTIC SANDBAGS (TYP.) o O SIDE SLOPE LINING OR STAPLES � o (TYP. ) O 0 M O� � 0 c /% �, i, t. � O z jX � �, �. .. , � \ � � °� � ```/�� N �. . ., . . ,.i.�i A CLEARLY MARKED SIGNAGE SECTION A-A CONCRETE NOTING DEVICE (18"X24" MIN.) WASHOUT NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE HIGH 10'-0" MIN. COHESIVE & 6 OR STAPLES�TYP.) LOW FILTRATION HIGH SOIL BERM 10 MIL COHESIVE & O �� 0 0 PLASTIC LINING LOW FILTRATION 1:1 SIDE SLOPE SOIL BERM z O O _ (TYP.) � 0 O o N /��%�% - X ��j��%j� O \��\j�\j \j� � z X Q /�\ �\j�\j�\ �\\ � o O O �� %�� "c� � °� � �� : �.,��,��i., i�i�i�i�i�i i i i i i i�i�'�j' �i i �`�`i �� .� .� .� /\/\/\/\/\.�\/�\. /\/\/\.�\.�\/\/\.� .�\/\.�\.�\.�\.�\.�\.�\.�\/\/\.�\.�\.� - � �� s�� SECTION B-B 2_� C B SANDBAGS TYP.) NOTES: OR STAPLE 1. ACTUAL LOCATION DETERMINED IN FIELD CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES CONCRETE NOTING DEVICE (18"X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID WASHOUT AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PRELIMINARY DESIGN NOT FOR CONSTRUCTION '�'N `HJI3�d� SJl`dMHJIH �0 NOISI�Id NOIl`dl�OdSN`d�l �0 ' ld3a b'N I � 0�1`d� Hl�ON �0 �l`d1S �� < C � < C C ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 NISdB JNI��IlS �dI�3dS �10� JNIM`d�ld a�l`daNb'1S HSI�JN� STATE OF ' ' ' ` NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. J ) � � . W H I-- X W H O C3 z 0 H � � � J H L.L Cn F-- Z W � � W H . m Y Z � z z o � W ' z w z w °o cn � _ _ � ��zF-o 0 W� i-Wi W C3 cWr� �°C--w�>Q � � J LL W � O � z C� W I- W � ~ Q O Z O -� � I- W Cn � � � � � I� � W V � Q � w°°woz . N � OC �C H O H Q H a. C/� Z J � � W m H � Q � Q � � � w H z � ' U� J w � ~ W J J � J , z w Q H� � z� � � X c!� F-- Cn � p w F- Cn I- W � O � � w � Q �C � C� Q H Z � � W �U Q O Cn ENGLISH STANDARD DRAWING FOR SPECIAL STILLING BASIN T � ,� O o. T O w M w co = T � W J Q U � O � O z � O o . T O � � W� w = T PROJECT REFERENCE NO U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC -44 ��LI�I�T��$� �]L��T� �� N Z � N > w � o, � � J Q � W Q I v W Q � O N � 0 � � � c O � C O � � � � Z I O N � N O � 0 � � 0 0 � � J Q � � ' �' N `HJI3�`d�l S�b'MHJIH �0 NOISI�Ia NOIlbl�iOdSN`d�ll �0 ' ld3a `dNI�O�b'� Hl�ON �0 31d1S �� 0 � Ln T O � T � O � H � H J W z w � J H � w z WI1 L.� J H Cn STATE OF " "` NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. � Ib13a �O�IlNO� NOIS0�13 ad0�l� Id�l �10� JNIM`d�ld d�l`daN`d1S HSI�JN� J � az � � � O � � z � � LJJ O Z � z a Z H � � � LL � W � O � � H � � Cn W � � C/) w � � J Q � � Z O � � U I— _ z c� O � H � O � �C Q W OM I..L � � 0 Q � � J H W � � J Z J H Q � � Z �H W � H � C� � W m a � W 2 U H � 0 0 � J H Q � � � z 0 � U w � � � � O LL w � � a W � � J W O W o� z z � o iz z w � � O � � m W J W z U O w H � � H H � 0 Cn Q Q � W � v J W � J � z � z � H � � w � 0 � J H � � � z W � � w Q � � W Cn z W Q � 2 � z w J � � W o� • Q /'1r � � W G � � H H z Q c� H z � W Q � w Q � � U � � m J H ~ � � � � � O V w �z°C H J 0 � W J w O J 0 CA � � LL Q H � � U � � H � � w H � Q ~ �' LL � W O � � W W H � m � � U � � _ � ZQ � U � H � � LJJ z � � w � LL � � W Ll.. J � J Cn � LL � � � O w O Cn w W � I-1 ~ z � � W H = L.L J � � p _ J Z � H W � CA X O li W T O ENGLISH STANDARD DRAWING FOR RAILROAD EROSION CONTROL DETAIL z W J > H c o w Q Q � � O J H � Q a °C U � z � Q H '�rt � v w _ W z W H U C'3 ac z � W (� w w i=— � � OC m � � � � H V � � � (n H W � � Q J H � � � J w � m 2 � � � z o� F— U H HM m I..L a m LL LLa � W � H W J � H J LL H LL W � J � H C� Z (n T r � O o . T � � O w� w = T ' �' N `HJI��b'�I SJIb'MHJIH �0 NOISI�Id NOIlb1�OdSNb�11 �0 'ld�a b'NI��I`d� Hl�ON �0 �l`d1S �� J O � H Z O U H Z W � W H Z � O � � ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 d 3dJ11 Wda 1N3WIa3S �I�O� A�Id�lOdW31 �10� JNIMd�Id d�lb'aN`d1S HSI�JN� � O J L.L �p�p�p��p�p�q �oo bo 00 00 00 0o bo oe p V nOV p�a pOV p O PO�O�O��" P�P� ��O �0 �O �O �O �0 �O �0 O �O �0 �A (� �X(�% o(j�0(�o(�%qn o 0 0(�% 0(�0� o(�0(�% 0(j� 0 o A"o"o"o"o"o�"o�oQo"o"o�o"o"o"o�o q�s�p � Op O� Op O� Op�p �p �� p qp Op O� O� O� O�Ort%6-i%O- �p °6 0 0 0� o 0 0 0 0 0 0 0 0 0 0 0 0 o �f0 o 0 0 0�-e ,,�y.,{�,,� 0 0 0� o�o�o�o�o�d�o�o�o�o�o�o�000�o�o�o�o�o�o�o`�o�o�o�o�o�o��ovo 0 ,0 6o do �o �o �o Do �o �o �o �o � �� 0 �O �0 �� QO �� 0 �O q0 �0 �� DO �O �O 0� �0 �� 0 0� C��o�q �� Q� � � � Q�� a�o 0 0 0 0��0�� Q� � � � � � a��0�� D O D�O D O D O P O O D� D O D O D O O O O O D O D O D O D O D O O O O A � 0 0 0 0 � � 0 0 0 0 q 0 0 0 ��0 � 0 0 0 l0 � � 0 0 0 0 � 0 0 a�o�o�o��a°oa�p�oa�pa°oaoa° apo° a° a° a° �oa° a° a�oa��o�� a� o� �� a°� a° � a° O O O O O O O Q O O C . � . . . . . . . . . . . . . . o Oo.�o . . . . . . . . _ . . . . . . . O�O "�aP�O�O�0a0a0aP"'pa° a° �°O�a��O�O�O�P�O�O�O�P�O�0aO�0a0� °o ao °o °o °o °o °o °o °q °o °o °o °� °o °o °o °p °o °o °o do °o °o °o °o °o °o °op°o ao�o�°oa°oaoaoa° poaoa° a°�a° �oa° a°��o��o�a�o�o�o�o�o�oao 0 o Op Op 0o Do Op Oo Oo po 0o Op Oo�Oo 00 0o Od Oo 00 00 00 0 0 0 00 oq o a p aoo�4ao � aoo�P�o�o�o�o 0 0 0 Ooo 00 ofJoo 00 00 oi0oo 00 0 o a° a°Qa° �o a° ��o �� %0o po 0o pl��o � w a°;a° �°oa° a ��a� z o0 00 00 0 � O � � � � U � � H � W � O z 0 � � � 2 W r � oHzo � O Z tn � � z I— � ~ JQOz (n w � li � U H �C O 0 Q I— Q Q O � I— mwZO Z �C � H a. I'�^ WC WM H p � �1J G W 0 w � I.d.. � p 0 Lt.. Cn � Z H Z J Cn � I.L Q �C O HO�f— . H OI—U�UWr z Q Q 0 LL )-- � � O J� � M � O � Q ■ F— J C3 0 J O I— H fl� J� Z Q U Z Z O Q Q H O • W Z W i-- W U� W W W� � tn � Q (n Z fl� H Q H Z��_ � O� � � J H fJ) Cn f— I— W � H cn c� a � a � STATE OF " - " NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, N.C. _ � 0 H � J w z z Q _ c� c� N � O J LL � Z WC C H 0 w � Y U H 2 � N T w z O � Cn J O � � z O U ENGLISH STANDARD DRAWING FOR TEMPORARY ROCK SEDIMENT DAM TYPE A T T O � � 0 T � w�W = T � T T O � � 0 r� � M w� w = T � PROJECT REFERENCE NO. U —53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. EC —45 ��LI�I�T��$� �]L��T� �� .��` �� z � 0 N � N O � 0 � 0 � � Q � • � CULVERT � BEGIN CONSTRUCTION -Y2- STA 12 + 80. 00 BEG/N TIP PROJECT U-5317 BEG/N CONSTRUCTION -L- STA 10+ 18.28 BEG/N CONSTRUCTION -Y1- STA 10 + 00. 00 END CONSTRUCTION -Y1- STA 19 + 11.37 ��'��J� >1J�� AI�E W �� U1�TY LOCATI01�: SR 5056 1�W JUDD PARI�WAY FROM 1�C 42 (ACADEMY STREET) TO 1�C SS (BROAD STREET),1�C 42 (ACADEMY STREET), SR 1105 (COLEY FARM R DAD), WA SHII�GT01� S TREET, SR 1110 ( WILB 01� R OAD), THREE MEAD�WS RD, SR 1179 (S. BRIDGE STREET), A1�D 1�C 55 (BROAD STREET) TYPE OF WORI�: GRADI11tG, DRAII�AGE, PA VI11tG, CURB � GUTTER, CULVERTS, SIGI�ALS, SI�1�lI11tG A11tD PAT�EME11tT MARI�II�GS -Y2- BEG/N CONSTRUCTION -Y4- STA 12 + 50. 00 � STA 21 +55.36 ) CONSTRUCT/ON • STA 23 + 71.87 CONSTRUCTION STA 18 + 70. 00 CONSTRUCTION 104 + 72.04 CLEARING ON THIS TO THE LIMI TS �3 �Po � �`��o � � END CONSTRUCTION -Y7- STA 113+47.14 PROJECT SHALL BE PERFORMED ESTABLISHED BY METHOD ll GRAPHIC SCALES I1�DEX OF SHEETS UTILITY OWI�ERS 01� PRO ECT ' DIVISI0IV OF HIGHWAYS J PLAIVS PREPARED FOR I m e �� O r n STATE OF 1VORTH CAROLIIVA S H E ET N O. D ESC RI PTI O N THE 1�CDOT BY: � 20„ 421 Fayetteville Sireet, S�ite 600 50 25 0 50 �00 (A) POWER: DUKE ENERGY: JB JONES 910-206-1966 Raleigh,North Carolina 2�bo, �,�� UO-1 TITLE SHEET (6) GAS: PSNC: RHONDA LEMMON 919-367-2755 PE NO.F-0102 � oF y�� PLANS UO-2 LEGEND (C) CHARTER: TELICS: TOMMY ROBERTS 919-920-7409 2012 STANDARD SPECIFICATIONS �� `� UO-4 THRU UO-16 UTILITY BY OTHERS PLAN SHEETS (D) TELEPHONE: CENTURY LINK: KEVIN GODWIN 910-366-2142 � * 50 25 0 50 100 (E) TELEPHONE: AT&T: BILLY GRINER 919-788-2752 RIGHT OF WAY DATE: MATTHEW WEST, P.E. �„ �� (F WATER�SEWER: TOWN OF FUQUAY—VARINA: PROJECT ENGINEER � ��' ) _ JULY 2016 �� gp�N�� PROFILE (HORIZONTAL) CHRIS GRIMES 919-753 1013 10 5 0 10 2 0 LETTIIVG DATE: ERI11l THOMPS0111, P.E. AUGUST 2017 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) P.E. STATE HIGHWAY DESIGN ENGINEER N Z � N > w � c a � N 0 � � � 0 0 N � N O � � °� ; � � � 0 � � � � � � � z � � � 0 O N � N � 0 0 0 0 � � Q � � � 0 N � � PROPOSED WATER SYMBOLS Water Line (Sized as Shown) ---------------------------- 1 1 �/4 Degree Bend �--------------------------------------------------- +�+ 22%2 Degree Bend ---------------------------------------------------- +�'r 45 Degree Bend --------------------------------------------------------- +1` 90 Degree Bend --------------------------------------------------------- +t Plug------------------------------------------------------------------------------- � Tee---------------------------------------------------------------------------------- -�- Cross------------------------------------------------------------------------------ +�+ Reducer------------------------------------------------------------------------- ►� GV GateValve ------------------------------------------------------------------- // B� Butterfly Valve ------------------------------------------------------ // TGV TappingValve ----------------------------------------------------------- // LS Li n e St o p-------------------------------------------------------------------- � LS/BP Line Stop with Bypass ------------------------------------------ � ao BlowOff ----------------------------------------------------------------------- ■ . PFH FireHydrant -------------------------------------------------------------- t Relocate Fire Hydrant ------------------------------------------ R�" REM FH Remove Fire Hydrant �---------------------------------------------- • PWM Wate r Met e r---------------------------------------------------------------- � RWM Relocate Water Meter -------------------------------------------- � REM WM Remove Water Meter------------------------------------------------- • Water Pump Station ------------------------------------------------ PS W PRPZ RPZ Backflow Preventer --------------------------------------- � PBFP DCV Backflow Preventer --------------------------------------- � RRPZ Relocate RPZ Backflow Preventer-------------------- � RBFP Relocate DCV Backflow Preventer-------------------- I� PROPOSED SEWER SYMBOLS Gravity Sewer Line ------------------------------------------------ (Sized as Shown) Force Main Sewer Line (Sized as Shown) ----------------------------------------- Manhole � (Sized per Note) ----------------------------------------------------- Sewer Pump Station ------------------------------------------------Pscss, � " I' . �� " I' I ��: ��) I �� \� ��) I'� " I' I-I� � � . �� I'� C�) I . I \� . �� II) I � ' I � I ��) \� ��) I �� I-I I � I� I-I `� � . �� " � � , � . im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 PROPOSED MISCELLANOUS UTILITIES SYMBOLS PowerPole ------------------------------------------------------------------ b Thrust Block ------------------------------------------------------------- � TelephonePole �-------------------------------------------------------- -o- Air Release Valve --------------------------------------------------- : JointUse Pole �-------------------------------------------------------- -b- TEL PED Te 1 e p h o n e P e d e s t a 1------------------------------------------------ O Utility Line by Others _______________________________________ (Type as Shown) Trenchless Installation �------------------------------------ Encasement by Open Cut -------------------------------------- Encasement�------------------------------------------------------------------ Power Pole ------------------------------------------------------------------- l Te 1 e p h o n e P o 1 e---------------------------------------------------------- � Jo i n t U s e P o 1 e---------------------------------------------------------- � Utility Pole -------------------------------------------------------------- • Utility Pole with Base --------------------------------------- o �� Utilityvault ------------------------------------------------------------ � Concrete Pier ------------------------------------------------------------ � Ste e 1 P ie r------------------------------------------------------------------ � PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. UO -2 HYDRAU LICS ENGINEER ��LI�I�T�� ]L��T� �� PlanNote -------------------------------------------------------------------- NOTE PayItem Note ----------------------------------------------------------- PAY ITEM EXISTING UTILITIES SYMBOLS H- Frame Pole -------------------------------------------------------------- �• Powe r T r a n s m i s s i o n L i n e Towe r------------------------ � Wate r M a n h o 1 e------------------------------------------------------------ � PowerManhole ----------------------------------------------------------- o Te 1 e p h o n e M a n h o 1 e-------------------------------------------------- o Sanitary Sewer Manhole --------------------------------------- o Hand Hole for Cable ---------------------------------------------- o Powe r T ran sf o rme r�-------------------------------------------------- � Telephone Pedestal ------------------------------------------------ o CATVPedestal ------------------------------------------------------------ � GasValve --------------------------------------------------------------------- p GasMeter --------------------------------------------------------------------- � Located Miscellaneous Utility Obj ect -------- o Abandoned According to Utility Records --- AATUR End of Information ------------------------------------------------ E.O.I. *Underground Power Line---------------------------------------- ° °- *Underground Telephone Cable ---------------------------- T �- *Underground Telephone Conduit ------------------------ T� �� *Underground Fiber Optics Telephone Cable �F� �° *Underground TV Cable -------------------------------------------- T� T� *Underground Fiber Optics TV Cable --------------- T�� ° *Underground Gas Pipeline ----------------------------------- � �� A/G Gos Aboveground Gas Pipeline ----------------------------------- *Underground Water Line ---------------------------------------- � �- A/G �yater Aboveground Water Line ---------------------------------------- *Underground Gravity Sanitary Sewer Line-- SS Sz A/G Sanitory SeWer Aboveground Gravity Sanitary Sewer Line-- *Underground SS Forced Main Line-------------------- FSS �S. Underground Unknown Utility Line ----------------- SUETest Hole ------------------------------------------------------------ � Wate r Met e r---------------------------------------------------------------- o WaterValve ---------------------------------------------------------------- � FireHydrant -------------------------------------------------------------- � Sanitary Sewer Cleanout ------------------------------------- o w,� � *For Existing Utilities Utility Line Drawn from Record _____________________ � (Type as Shown) Designated Utility Line ------------------------------------- — — — — — —h— — — — — — — — — — — — — — (Type as Shown) N O N i W � c a � � � 'Q � � � N N O � � .� � c 0 � i � � � � � Z `. I O N N O �, 0 � � 0 0 � i J Q � � � 0 N � ; � LEGEND � EXISTING JOINT POWER AND TELEPHONE POLE � EXISTING POWER POLE � EXISTING TELEPHONE POLE � PROPOSED JOINT POWER AND TELEPHONE POLE b PROPOSED POWER POLE � PROPOSED TELEPHONE POLE EXISTING U/G TELEPHONE LINE - - -A- - - EXISTING O/H POWER LINE PPOP 0/H POW ��NEs PROPOSED O�l-i POWER LINE PflOP �,� ,Fo, TE� �AB�ES PROPOSED U/G (FO) TELEPHONE LINE PAo, o,„ ,Fo, rE� ��NES PROPOSED O�l-I (FO) TELEPHONE LINE PAOP �,� rE� �aa�Es PROPOSED U/G TELEPHONE LINE PFOP 0/H rE� ��NEs PROPOSED O�l-I TELEPHONE LINE /'. #H492BH 9 �k � \4005 -, T TE S. S �S� �` � n �. r,1 Np 2 39 ,,. �`� � 9� 9� A Cs��` SS, ��q,�� A� #1CBF12 � � 45C4 r� VERT. �A` � ` � .� ��D�JO 35C5 20' GUY LEAD -Y4- 18 + 99.90' / 89.50' L -Y4- 18 + 98.02' -Y4- 19 + 19.87' 59.60' L 87.80' L -Y4- 1 u+ 93.03' / -Y4- 19 + 17.99' � 60.02' L 57.90' L �+ 70 F, ' 65 ' 8 + 91.77' -Y4- 19 + 22.98' 0.01' L 57.48' L �� '��/�-Y4- 19 + 21.88' '�_i",�,1'-�_ � ! an n � � i , � � - '�DA�ti ��1� - � � o O �'o� � LUNET� DB It _ 4�j� SR �Nj ) . --.s 1/� A,�1 C �.`.., AA <AB � # ` � 2�3 �~ (N� � , 4 ` oP? To Di # �' ° -� 1 CBG51 -Y4- 19 + 1.67' /J � �c 4�� y \ \ 51.05' R g ,� A � N `'�� C �,�`4B� � �� ' � ./� 1031`'�N)�� .� � �� . � #1CBD29 � �`� 4>> I 45C4 � � ;i; �, xoxz. p c S � � �IL�p�C�� 1�T2�k +90 � .,o� & 6 ��, �� 1 � T� \ \ �� _ , �`� ��\ , : . �� :`�� ,: � `a +55 30 69' + 90 ss� & ar � , - �� E� + 60 + 88.16 55' & 67_' _ �0913� :� \ I \ ,. ,,i u 65'+ 00 \ 51' +95 � ' 65' + 40 �,�� 5��6, F� I�l � O � TOBACCO C� � �� ' #ic°� � � 45C4 #1CBD31 � � NORZ. ' 35C5 � �� 30' CUY LEAD � �� r� p� 4�� Ir�� -�- �o + � 5.sa� / � I�oA�c 182.20� � � �C' �li�j -L- 70 + 34.20' �� j�� 174.75' L � �...��` � -L- 70 + 3.52' � T 151.98' L \ ` � `� � -L- 70 + 22.08' , � #1 ] ] 292 � Sl� � j �� '� 144.52' L � 3y, -�,��,. OZ 45C4 ��°� IiO��C �� <N> > �q � �� .53tf5 �'l. � � #1CtsA a CR � CR 63 � SOC3 � 0 CR DBL. X-ARM ..n � 4�}% 7 #N4° Bn� - '�°- - - - _A_ * 94' � #4 ACSR (A,1�'� - - -' �- - A E - _ _ � _ #4 ACSR (a 1 � � � p 245 #1CBF13 � �' \ � i I I VERT. % ..UGHAN AND � �!�� '�A1�.� .i�t_ 35C5 Q 0 � 0 \, � y% ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 45 f �I � PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. UO -9 HYDRAU LICS ENGINEER ��LI�I�T��$� �]L��T� �� v�°� �� v��°�u��°��rr � I O j , O �� , OI� � � � � � BC _ ��_ A NES � � vQ� � Q�Q � � i � J � I � � AAA "� � 2,-30� GLTY LEADS o PR�O%ki POW LINES r^ HOF?. DDE 34 v , -L- 71 + 61.9�:" �k � � �/ 55.00' R -P � -L- 72 + 18.03' � � - _L- 71 + 61.92' �� J 72.56' R - " 15�' 67.57' R `�'� n #4 l�CS f�,N `�'-'�,'�, � -L- 72 + 11.90' TO DIS,# - - - -� - _ _ _ � � -L- 71 + 78.60' � d 81.42' R #1 CBF 14 - -'° - - - - ♦ _ _ _ 67 57� R C� 1 1 CBE20 45C4 A - � - -A- - A VERT. # SC4� � #4 ACSR (A N) �' � 150' ' #H488BH � - , � VERT. 4005 ��0� i J /, ' � I A � � � G / � � � � ` / / F � � � . � / � � +oo - - � , � � 105' ' ' A � . �� . � i i 80 � 2, � � � / i i � � � 105' � TOBACCO � 65 5' CONTACT INFORMATION FOR UTILITIES POWER: DUKE ENERGY: LARRY ROBINSON 336-209-6631 LARRY.ROBINSON2@DUKE-ENERGY.COM PHONE: AT&T via TELICS: JIM BROOKS 336-788-0150 TICSWNST@BELLSOUTH.NET PHONE: CENTURY LINK: BRIAN MCNIFF 336-996-5999 BRIAN.K.MCNIFF@CENTURYLINK.COM DATA: FIBERTECH: JOHN SMITH 585-743-1796 JSMITH@LIGHTOWER.COM WATER�SEWER: CITY OF WINSTON SALEM: JACK FITZGERALD 336-747-7309 JACKF@CITYOFWS.ORG GAS: PIEDMONT: ANDY RUMLEY 336-222-7108 PHILIP.RUMLEY@PIEDMONTNG.COM CABLE: TWC: ERIC VIVOD 336-321-6109 ERIC.VIVOD@TWCABLE.COM N Z � N i w � C � \ i � � � � O O N N � N O � � � � C O � --. � � � � � � `. � V.I O O N N � N O �, 0 � � O O � I J Q � � � 0 N � ; � LEGEN D � EXISTING JOINT POWER AND TELEPHONE POLE � EXISTING POWER POLE � EXISTING TELEPHONE POLE � PROPOSED JOINT POWER AND TELEPHONE POLE b PROPOSED POWER POLE � PROPOSED TELEPHONE POLE EXISTING U/G TELEPHONE LINE — — —�°— — — EXISTING O/H POWER LINE PfloP o,� Pow �=NES PROPOSED O�l—I POWER LINE PflOP �,� ,Fo, TEL CHBLES PROPOSED I,VG (FO) TELEPHONE LINE PflOP o,� ,Fo, rE� «NEs PROPOSED O�l-i (FO) TELEPHONE LINE PAOP �,� rE� �Aa�Es PROPOSED U/G TELEPHONE LINE PAOP a,� 1E� ��NEs PROPOSED On—I TELEPHONE LINE � � � 60 55' 90'. I } 5c �• � )USING AUTHORITY r�r �� i LJ 55' & 80' I �// I VA� l l i� + 11.48 55' +15 65' � + 40 90' � Y.itJ '�..t..! � L u SANDY SF � , , �0 coMMuN�� I Assoc�AT�oN CAROLINA TELEPHC� 41 TELEGRAPH COI�PA DB 13034 PG 22 sTAN �oHNsoN qq ASSOCIATES LL� DB 8389 PG 366 �, sTAN �oHNsoN & T �J ' & 90' + 75 � < � TO DIS# ' �� 81X83 ■ im e >>> orn 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, N.C. 27601 � SANDY SPRIN(�_ _ _ Ac��riAT�nN � 6� L'u'.J E- W I PROJECT REFERENCE NO. U -53/7 ILW SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. uo -ii HYDRAU LICS ENGINEER ��LI�I�T��$� �]L��T� �� v�°� �� v��°�u��°��rr CONTACT INFORMATION FOR UTILITIES POWER: DUKE ENERGY: LARRY ROBINSON 336-209-6631 LARRY.ROBINSON2@DUKE-ENERGY.COM PHONE: AT&T via TELICS: JIM BROOKS 336-788-0150 TICSWNST@BELLSOUTH.NET PHONE: CENTURY LINK: BRIAN MCNIFF 336-996-5999 BRIAN.K.MCNIFF@CENTURYLINK.COM DATA: FIBERTECH: JOHN SMITH 585-743-1796 JSMITH@LIGHTOWER.COM WATER�SEWER: CITY OF WINSTON SALEM: JACK FITZGERALD 336-747-7309 JACKF@CITYOFWS.ORG GAS: PIEDMONT: ANDY RUMLEY 336-222-7108 PHILIP.RUMLEY@PIEDMONTNG.COM CABLE: TWC: ERIC VIVOD 336-321-6109 ERIC.VIVOD@TWCABLE.COM �� -� ��, � �� — `� 17 � � � _ �� , , ��teay RD PROPOSED LOCATION \ � � , �� ^,I � ` / �: � � V/ClNITY �AP D/STANCE T0 AL/GNMENT POINT LIGHT UNIT D/ST ANCE �lN FEET I D, G ll0 OR FIELD ADJUST B. E. J, l 460 OR F/ELD ADJUST A, H 75 OR F/ELD ADJUST C, F 70 OR FIELD ADJUST IMPROVEMENTS BY RAILROAD: VVHF\C I.,VU1V �Y NOT E: l2" LED UGHT S REQUIRED ON ALL SIGNAL FACES ADT f2035� ROADW AY SPEED L/MlT T RAIN MOV EMENT S/DAY T RAIN SPEED RAILROAD M�LEPOST INSTALL S/GNALS AND GATES AS SHOyVN ON PLANS PROV �SION SHALL BE MADE T 0 PROT ECT GAT E LI�HT W/RES lN T HE V�CINIT Y OF T HE W lND BRACKET CROSSING SURFACE TO BE FURTHER DESIGNED BY NS WORK DONE BY MUNICIPAL CONTRACTOR: /6740 45 ti/PH X /DAY xx MPH IV S252.83 INST ALL FOLLOW lNG PER NCDOT ST D. DRAW lNG /205.1/: PAINT STOP BARS PAINT RAILROAD ADV ANCE W ARNING PA�EMENT tiIARKINGS INSTALL RAILROAD ADVQNCE y�IARNING SIGN (y�/0-lJ, RAILROAD ADV ANCED W ARNING SIGN fW l0 -21, ON NORT HBOUN� AND SOUT HBOUND APPROACHES OF N�l JUDD PARKy�IAY INST ALL FOLLOW /NG PER NCDOT ST D. DRAW lN� /250.0/: CRYST AL RED AND YELLOW REFLECT lVE MARKERS AS SHOy�N ON PAVEMENT ti1ARK/NG SHEETS PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONEe (919) 677-2000 FAXe (919) 677-2050 NC LICENSE �F-0102 C� 2016 SEAL z 0 H � W CC � Q 0 z PO BOX 33068 RALEIGH, NC 27636-3068 • PAON g��g��7��050°° Kim ey>>> Horn � ozo�� a TOWN OF FUQUAY-VARINA PROJECT � NW JUDD PARKWAY AND NORFOLK SOUTHERN RAILROAD DlVISIOIV 5 SCALEs DATE: PREPARED BY: REVIEWED BY: APPROVED BY: /" = 20' l0-l1-20/6 RMA EKB TRACK y�IAKE COUNTY N. C. DEPARTMENT OF TRANSPORTATION RAIL DIVISION PREPARED FOR & REVISED BY ,� r��nr-��nPrr�n TOWN OF FUQUAY-VARINA lN FUQUAY-VARINA CADD ENGINEERING & SAFETY N0. BRAI�JCH CROSSI Ain REVISIONS 960768U � � KHA PROJECTD 012622006 DATEe � R-1 � 0 N � U � L t N � 0 0 N N lD N O / U / � 0 0 N N � N O , � Z . t � � > � � � � � � � � U 7 L } N , � 0 � . Y BENCHMARKo BL-99 —L— STA 28+660319 OFFSET 1qo02' RToq ELo 391062'9 REBAR AND CAP � � FoAo PROJECT NOo STPDA-0507 C3) \ \ , � � � � �� UNNAMED TRIBUTARY TO KENNETH CREEK T� �. CIP CONCo CULVERT � � � —L— 9�, \ �'O-. � � STAe 28+12e00 —L— c� 0 � m � ,, D � �� FOR UTILITY INFORMATION,SEE UTILITY PLANS AND SPECIAL PROVISIONSe � 0 � � � O cl� LOCATION HYDRAULIC DATA DESIGN DISCHARGE ----------------- 300 CFS FREQUENCY OF DESIGN FLOOD ------- 50 YRe DESIGN HIGH WATER ELEVATION-----392e7 FTe DRAINAGE AREA ------------------- Oo27 SQo MIo BASE DISCHARGE (Q100) ------------ 320 CFS BASE HIGH WATER ELEVATION ------392a87 FTe O�ERTOPPING FLOOD DATA OVERTOPPING DISCHARGE -------------1q360 CFS FREQUENCY OF OVERTOPPING FLOOD --->500 YRe OVERTOPPING FLOOD ELEVATION ------q00a5 FTa ROADINAY DATA GRADE POINT ELEVa C� STA 28+12000 —L— = 404066' BED ELEVATION C� STA 28+12°00 —L— = 387e90' FUTURE ROADWAY SLOPES 2 a1 o DRAWN BYe Je Ia KIMBLE DATEo 4/17 N CHECKED BYe DoJo INOERHEIDE DATEe 4/17 Q DESIGN ENGINEER OF RECORDo DeJa WOERHEIDE pQTEo 4�17 � 0 D � _ H Z c� � 0 z � � 18� � �'O-. 125 ° —00'-00" � � SKETCH 9�, \ �'O-. 24" RCP PROPOSED GUARDRAIL (ROADWAY PAY ITEM AND DETAIL) (TYPe) CLASS I RIP RAP9 (ROADWAY PAY ITEM AND DETAIL) (TYPo) �� Tg �B � � � r8 TOTAL STRUCTURE QUANTITIES CLASS A CONCRETE BARREL C� 2�5 CY/FT 45306 CoYo WINGS ETCe 20a2 CeYe SILLS 2�7 CoYo TOTAL 47605 CeYe REINFORCING STEEL BARREL 689736 LBSe WINGS ETCo 926 LBSo TOTAL 69q662 LBSe CULVERT EXCAVATION STAo 28+12000 —L— LUMP SUM FOUNDATION CONDITIONING MATERIAL 649 TONS •. . �-——————-----------———�_33% _-- ELEV� 388020' ± —L— •. . NOTES ASSUMED LIVE LOAD --------------------------------- HL-93 OR ALTERNATE LOADING DESIGN FILL ---------------------------------------- ip,_6„ �MAXa), g,_6„ �MINe) FOR OTHER DESIGN DATA AND GENERAL NOTES,SEE SHEET SN� SEE ROADWAY PLANS FOR RIP RAP REQUIREMENTS AT CULVERT ENDSe FOR ADDITIONAL INFORMATION REGARDING DRAINAGE,GRADING,AND ROADWAY9SEE ROAD�AY PLANSa 3"QSI�EEP HOLES INDICATED TO BE IN ACCORDANCE INITH NCDOT STANDARD SPECIFICATIONSo EXCAVATE A MINIMUM OF 2a0 FEET BELOIN BEARING ELEVATION AND REPLACE INITH FOUNDATION CONDITIONING MATERIAL PER SECTION 414 OF THE STANDARD SPECIFICATIONSe OVEREXCAVATE LOOSE/SOFT MATERIAL IF PRESENT TO SUITABLE BEARING MATERIALS AND REPLACE INITH ADDITIONAL CLASS VI FOUNDATION CONDITIONING MATERIALa CONSTRUCT THE REINFORCED CONCRETE BOX CULVERT AT STATION 28+12000 —L— WITH 1"OF CAMBER TO ACCOUNT FOR ANTICIPATED SETTLEMENTo DIMENSIONS FOR WING LAYOUT AS INELL AS ADDITIONAL REINFORCING STEEL EMBEDDED IN BARREL ARE SHOINN ON WING WALL SHEETSe THE ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT AFTER STAKING IT OUT BEFORE CONSTRUCTION BEGINS TO MAKE CERTAIN THAT IT �ILL PROPERLY TAKE CARE OF FILLe TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED IN THE BARRELqSPACED TO LIMIT POURS TO A MAXIMUM OF 70 FEETa LOCATION OF JOINTS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEERo THE 2'-0"QS PIPE THROUGH THE SIDEWALL OF THE CULVERT SHALL BE LOCATED BY THE ENGINEERe THE REINFORCING STEEL SHALL BE FIELD BENT AS NECESSARY TO CLEAR PIPEe THE CONTRACTOR SHALL PROVIDE INDEPENDENT ASSURANCE SAMPLES OF REINFORCING STEEL AS FOLLOWSeFOR PROJECTS REQUIRING UP TO 400 TONS OF REINFORCING STEEL,ONE 30 INCH SAMPLE OF EACH SIZE BAR USED9 AND FOR PROJECTS REQUIRING OVER 400 TONS OF REINFORCING STEELqTWO 30 INCH SAMPLES OF EACH SIZE BAR USEDe THE BARS FROM WHICH THE SAMPLES ARE TAKEN MUST THEN BE SPLICED WITH REPLACEMENT BARS OF THE SIZE AND LENGTH OF THE SAMPLE PLUS A MINIMuM LAP SPLICE OF THIRTY BAR DIAMETERSePAYMENT FOR THE SAMPLES OF REINFORCING STEEL SHALL BE INCIDENTAL TO VARIOUS PAY ITEMSe A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE WING COVERING THE ENTIRE LENGTH OF THE EXPANSION JOINTo AT THE CONTRACTOR'S OPTION HE MAY SUBMIT,TO THE ENGINEER FOR APPROVAL9DESIGN AND DETAIL DRA�INGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT IN LIEU OF THE CAST—IN—PLACE CULVERT SHOWN ON THE PLANSaTHE DESIGN SHALL PROVIDE THE SAME SIZE AND NUMBER OF BARRELS AS USED ON THE CAST—IN—PLACE DESIGNa STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION JOINT AT THE CONTRACTOR'S OPTION� EXTRA WEIGHT OF STEEL DUE TO THE SPLICES �IILL BE PAID FOR BY THE CONTRACTORo INING WALLSq HEADINALLSq AND CUT OFF WALLS INILL BE CAST—IN—PLACEo FOR SUBMITTAL OF WORKING DRAWINGSq SEE SPECIAL PROVISIONSe FOR FALSEWORK AND FORMWORK,SEE SPECIAL PROVISIONSe FOR CRANE SAFETY9SEE SPECIAL PROVISIONSe FOR CULVERT DIVERSION DETAILS AND PAY ITEM9SEE EROSION CONTROL PLANSo FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONSe _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ I ELEVo 387a90' ± ELEVa 387060' ± PROFILE ALONG � CUL�ERT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED l�]�lEl[��1[��T�l�� l�l[�A��T� DO �TOT U�k`i FOR� �`'ONy�7'R�LI�}TIUN Kim e >>> H rn y o 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 PROJEC T NOo U— 5 317 INAKE couNTY sTATIoNe 28+12000 —�— SHEET 1 OF 7 TOINN OF FUQUAY—VARINA DOUBLE 10 FTo X 6 FTo CONCRETE BOX CUL�ERT 125° SKEIN Phone (919) 677-2000 NC LICENSE # F-0102 N0. BY: Th�s document, togelher w.th lhe concepls ond desig,ns presented nere�n, os an inslroment of serv�ces, is �nlended only for the saec�Rc purcose ond client tor �j which �l wos prepored. Reuse of ond mproper relionce of lh�s documenl w�thout U wAlten outhor�zol�on ond odoplfon by Kfmley—Hom ond nssocPoles, Inc. sholl be withoul liobility lo Kimley—Horn ond Associotes, Inc. ^ Copyright Kimley—Horn ond Associotes, Inc., 2017 S REVISIONS DATE: N0. BY: 4 DATE: SHEET N0. S-1 TOTAL SHEETS 7 N O N � U � L t N lD O 0 N N lD N 0 � U . T 0 3 � L v � � � � � � 0 0 N N � N O , � Z } � � > � � , � � � � � } U 7 L } N , � 0 � . Y O � � � � 1 v � � i v NOTEo WING WALLS NOT A SHOINN FOR CLARITYe S I L L E � E V A T I O N (LOOKING DO�NSTREAM9INLET END SHOWN� OUTLET END SIMILARe) #5A1 C� 6" CTSe 0 � � � � . � @ o� � �� N � a "w I � � U � N Q � U ~ V— Q- U # � _ i NU �o -� a w 10'-0" 6" 10—#4C1 BARS C� 12" CTSe = 9'-0" � � -- (TOP & BOTTo) (TYPe) J �� c.� � z N~� �#5 'A' BARS C� 6" CTSe 4" �#5 'A' BARS C� 6" CTSo (TYPa) #5B1 C� 6" CTSe #5B2 C� 12" CTSo 73/4" HIGH CONTINUOUS HIGH CHAIR UPPER (CaHaCaUe) C� 3'-0" CTSe � 23'-0" 1'-0" 10'-0" 63/4" HIGH CONTINUOUS HIGH CHAIR UPPER (CeHeCeUe) C� 3'-0" CTSe _ 2" HIGH BEAM BOLSTER I f —� (BB) C� 4'-0" CTSe o° � � '�- STREAM FACE (TYPe) 2" CLRo (TYPe) 2" #5B3 C� 12" CTSa #5 'A' BARS C� 6" CTSa , � � #5 'A' BARS C� 6" CTSo --� m � �' PERMITTED CONSTe JTe 10—#4C1 C� 12" CTSo = 9'-0" 6" (TOP & BOTTe) (TYPa) RIGHT ANG�E SECTION OF BARRE� THERE ARE 132 "C" BARS IN SECTION OF BARREL o DRAWN BYe Je Ia KIMBLE DATEo 4/17 N CHECKED BYe DoJo INOERHEIDE DATEe 4/17 Q DESIGN ENGINEER OF RECORDo DeJa WOERHEIDE pQTEo 4�17 � � � • � • . 0 .� 0 � � � 6" BEVEL INLET END ONLY 3—#8S1 N � � E:� BILL OF MATERIAL BAR NOe SIZE TYPE LENGTH �EIGHT BAR NOe SIZE TYPE LENGTH �EIGHT BAR NOe SIZE TYPE LENGTH WEIGHT A1 718 5 1 5'-6" 4,119 A216 2 5 STR 11'-9" 25 A402 2 5 STR 21'-9" 45 4—#5G1 BARS C� 3" CTSe A100 327 5 STR 22'-8" 7q731 A217 2 5 STR 11'-0" 23 A403 2 5 STR 21'-0" 44 1'-3" A101 2 5 STR 22'-5" 47 A218 2 5 STR 10'-3" 21 A404 2 5 STR 20'-3" 42 A102 2 5 STR 21'-9" 45 A219 2 5 STR 9'-7" 20 A405 2 5 STR 19'-7" 41 A103 2 5 STR 21'-0" 44 A220 2 5 STR 8'-10" 18 A406 2 5 STR 18'-10" 39 _ A104 2 5 STR 20'-3" 42 A221 2 5 STR 8'-2" 17 A407 2 5 STR 18'-2" 38 ;.... —' A105 2 5 STR 19'-7" 41 A222 2 5 STR 7'-5" 15 A408 2 5 STR 17'-5" 36 NOTEe A106 2 5 STR 18'-10" 39 A223 2 5 STR 6'-9" 14 A409 2 5 STR 16'-9" 35 BARREL REINFORCING NOT SHOWN FOR A107 2 5 STR 18'-2" 38 A224 2 5 STR 6'-0" 13 A410 2 5 STR 16'-0" 33 �,�_• � A108 2 5 STR 17'-5" 36 A225 2 5 STR 5'-3" 11 A411 2 5 STR 15'-3" 32 ___________ CLARITY A109 2 5 STR 16'-9" 35 A226 2 5 STR 4'-7" 10 A412 2 5 STR 14'-7" 30 3_#8S1 A110 2 5 STR 16'-0" 33 A227 2 5 STR 3'-10" 8 A413 2 5 STR 13'-10" 29 6" Alll 2 5 STR 15'-3" 32 A228 2 5 STR 3'-2" 7 A414 2 5 STR 13'-2" 27 A112 2 5 STR 14'-7" 30 A229 2 5 STR 2'-5" 5 A415 2 5 STR 12'-5" 26 2'-0" 1'-0" A113 2 5 STR 13'-10" 29 A230 6 5 STR 2'-0" 13 A416 2 5 STR 11'-9" 25 `� A114 2 5 STR 13'-2" 27 A417 2 5 STR 11'-0" 23 c� v A115 2 5 STR 12'-5" 26 A300 327 5 STR 22'-8" 7,731 A418 2 5 STR 10'-3" 21 A116 2 5 STR 11'-9" 25 A301 2 5 STR 22'-5" 47 A419 2 5 STR 9'-7" 20 A117 2 5 STR 11'-0" 23 A302 2 5 STR 21'-9" 45 A420 2 5 STR 8'-10" 18 � A118 2 5 STR 10'-3" 21 A303 2 5 STR 21'-0" 44 A421 2 5 STR 8'-2" 17 � A119 2 5 STR 9'-7" 20 A304 2 5 STR 20'-3" 42 A422 2 5 STR 7'-5" 15 � SILL A120 2 5 STR 8'-10" 18 A305 2 5 STR 19'-7" 41 A423 2 5 STR 6'-9" 14 � A121 2 5 STR 8'-2" 17 A306 2 5 STR 18'-10" 39 A424 2 5 STR 6'-0" 13 � =" --- - - --- `_� �#6D1 OR #6D2 Q122 2 5 STR 7'-5" 15 A307 2 5 STR 18'-2" 38 A425 2 5 STR 5'-3" 11 C� 2'-0" MAXe CTSe q123 2 5 STR 6'-9" 14 A308 2 5 STR 17'-5" 36 A426 2 5 STR 4'-7" 10 A124 2 5 STR 6'-0" 13 A309 2 5 STR 16'-9" 35 A427 2 5 STR 3'-10" 8 �0�0 �Qo°�� pC�; � A125 2 5 STR 5'-3" 11 A310 2 5 STR 16'-0" 33 A428 2 5 STR 3'-2" 7 O °Og° °O 4' m J _ ��0� ��0� � A126 2 5 STR 4' 7" 10 A311 2 5 STR 15'-3" 32 A429 2 5 STR 2'-5" 5 �QDO�o�00� MzNIMuM 2'-0"OF A127 2 5 STR 3'-10" 8 A312 2 5 STR 14'-7" 30 o O o FOuNDATION A128 2 5 STR 3'-2" 7 A313 2 5 STR 13'-10" 29 B1 718 5 1 8'-5" 6,303 �//� /// CONDITIONING A129 2 5 STR 2'-5" 5 A314 2 5 STR 13'-2" 27 B2 360 5 STR 7'-9" 2,910 '' `� r/>>/ �� ,�� MAT�� A130 6 5 STR 2'-0" 13 A315 2 5 STR 12'-5" 26 B3 344 5 1 9'-9" 3,498 EXISTING A316 2 5 STR 11'-9" 25 GROUND A200 327 5 STR 22'-8" 7q731 A317 2 5 STR 11'-0" 23 Cl 924 4 STR 27'-2" 16,768 A201 2 5 STR 22'-5" 47 A318 2 5 STR 10'-3" 21 S E C T I 0 N Q— A A202 2 5 STR 21'-9" 45 A319 2 5 STR 9'-7" 20 D1 10 6 STR 2'-9" 41 A203 2 5 STR 21'-0" 44 A320 2 5 STR 8'-10" 18 D2 10 6 STR 1'-9" 26 (INLET END SHOWNq OUTLET SIMILAR) A204 2 5 STR 20'-3" 42 A321 2 5 STR 8'-2" 17 A205 2 5 STR 19'-7" 41 A322 2 5 STR 7'-5" 15 G1 8 5 STR 27'-8" 231 � DO�IELS MAY BE PUSHED A206 2 5 STR 18'-10" 39 A323 2 5 STR 6'-9" 14 INTO GREEN CONCRETE AFTER A207 2 5 STR 18'-2" 38 A324 2 5 STR 6'-0" 13 S1 12 8 STR 27'-8" 886 SLAB HAS BEEN FLOAT FINISHED A208 2 5 STR 17'-5" 36 A325 2 5 STR 5'-3" 11 A209 2 5 STR 16'-9" 35 A326 2 5 STR 4'-7" 10 REINFORCING STEEL LBSe 68q736 1'-0" A210 2 5 STR 16'-0" 33 A327 2 5 STR 3'-10" 8 gQR TYPE A211 2 5 STR 15'-3" 32 A328 2 5 STR 3'-2" 7 A212 2 5 STR 14'-7" 30 A329 2 5 STR 2'-5" 5 A213 2 5 STR 13'-10" 29 Q m m A214 2 5 STR 13'-2" 27 A400 327 5 STR 22'-8" 7,731 , „ , „ #5A1 C� 6" CTSa A215 2 5 STR 12 -5 26 A401 2 5 STR 22 -5 47 1 o � � —PERMITTED CONSTe VERTICAL LEG ' � � m � � JTe (TYPe) FILL FACE (TYPe) #5B2 C� 12" CTSa 3"Qf WEEP HOLE (TYPe) #5B1 C� 6" CTSe BAR SIZE SPLICE LENGTH #q 1,_g„ #5 2,_2„ #6 2,_g„ #7 3,_9„ #8 q,_11„ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 6" RADo � , ,� 1'-8� " �'\� �2 _ / ALL BAR DIMENSIONS ARE OUT TO OUT PROJEC T NOo U— 5 317 INAKE couNTY sTATIoNe 28+12000 —�— SHEET 2 OF 7 TOINN OF FUQUAY—VARINA ��-��-� �� DOUBL E 10 F T o X 6 F T o DO �TOT U�k`i FOR� �`'ONy�7'R�LI�}TIUN . CONCRETE BOX CUL�ERT Kim e >>>Horn � y 125 SKEW 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 Phone(919)677-2000 NCLICENSE# REVISIONS SHEET N�. F-0102 S _ 2 N�. BY: DATE: N0. BY: DATE: Th�s document, togelher w.th lhe concepls ond desig,ns presented nere�n, os an inslroment of serv�ces, is �nlended only for the saec�Rc purcose ond client tor TOTAL which �l wos prepored. Reuse of ond mproper relionce of lh�s documenl w�thoul wAlten outhor�zol�on ond odoplfon by Kfmiey—Hom ond nssocPoles, inc. shon be SHEETS withoul liobility lo Kimley—Horn ond AssoGotes, Inc. ^ � � Copyright Kimley—Horn ond Associotes, Inc., 2017 S � 0 N � U 7 L t N lD O 0 N N � N O U CONCRETE SILLS (TYPo INLET AND OUTLET) ELEV� 388e20 �S• • #5A329-301 BARS C� 6" CTSe TOP OF ROOF SLAB #5A129-101 BARS C� 6" CTSo BOTTOM OF ROOF SLAB 2,_05�8„ SEE DETAIL 'A' 4—#5G1 TOP OF HEADWALL (TYPo EAo END) 3—#8S1 C� 5" CTSe TOP OF FLOOR SLAB & BOTTe OF ROOF SLAB (TYPa EAe END) EXTERIOR INALL 327—#5A300 BARS C� 6" CTSe TOP OF ROOF SLAB 327—#5A100 BARS C� 6" CTSo BOTTOM OF ROOF SLAB � #5A1 C� 6" CTSe — CORNER BARS EAo �IALL (SEE BARREL SECTION) —— ————— ——————————————————� � 1' SILL � � U N �--� � 2' SILL � � # � •• � #4C1 BARS (TYPa EACH SIDE) (7 BAR RUM (TOP & BOTTe) SECTION A�ONG � CU�VERT (WING WALLS NOT SHOWN FOR CLARITY) � -L- 180'-0" (LENGTH OF CULVERT) -—— ————————————r—————————,—————————— ————— � � CULVERT 0 f— z � � O � m— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � o� Q m o '�" STAe 28+12°00 —L— � PART PLAN — ROOF SLAB Y L � 4 � d � 4 4 � 4 Q � 4 � 4 � d Q � vo � � � o o � o ' o ' o � o � � � o � o � . � .. .. .. .. .. Q .. .. .. Q .. � ., � o � � � c � Z , , � � 0 o z � �p I H p o N � - i= o 0 0 � o 0 0 0 � o 0 � o � o 0 Z � . . > .. , ; . . ; -. > . . } . , . - ; � . . . , � . : . , . . .. . �.. . _ . ,. . , , , : . . . ..... :.; " / / / / / / /. j_�. �. j j_ � � � j �. j.j �/ .� .�..� � ,/��/��/��/��/��/��/ /��/��/�� /��/��/��/��/��/��/��/��/��/��/��/��, � � i�; /��/i�/��/i�/r�/r, �; /i�/i�/i� i�/��/i�,/��/��/f�/i�/i�/��/i�/i�/i�/,� } FOUNDATION � CONDITIONING MATERIAL N o SUBGRADE MATERIAL Y BEDDING DETAI� o DRAWN BYe Je Ia KIMBLE DATEo 4/17 N CHECKED BYe DoJo INOERHEIDE DATEe 4/17 Q DESIGN ENGINEER OF RECORDo DeJa WOERHEIDE pQTEo 4�17 1'-0" ALL AROUND 125 ° —00'-00" ; (TYPo) � i � i INTERIOR INALL •� • TRANSVERSE CONSTa JTe (SEE NOTES) vi � 0 '— f— z U � � N p � �--� m � � � Q m U � � � o �- # � 1' SILL 2' SILL �y 2 � 327—#5A200 BARS C� 6" CTSo TOP OF FLOOR SLAB 327-#5A400 BARS C� 6" CTSe BOTTOM OF FLOOR SLAB PART PLAN — FLOOR SLAB S�AB �' T✓ HE CONSTe 'T F S N OF INING FOOTING A SLAB IS THICKER THA � FLOOR FOOTING ADWALL (TYPe) ELEV� 387e60' � � � SPLAY BARS #5A130 BOTTOM OF ROOF SLAB #5A230 TOP OF FLOOR SLAB � STREAM FLOW 2,_�5�8„ #5A201-229 BARS C� 6" CTSe TOP OF FLOOR SLAB #5A401-429 BARS C� 6" CTSe BOTTTOM OF FLOOR SLAB 10'-0" SKEIN TRIANG�E WING FOOTING �� DO �TOT U�k`i FOR� �`'ONy�7'R�LI�}TIUN Kim e >>> H rn y o DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 DETAI� 'A' (TYPo EAo END) PROJEC T NOo U— 5 317 INAKE couNTY sTATIoNe 28+12000 —�— SHEET 3 OF 7 TOINN OF FUQUAY—VARINA DOUBLE 10 FTo X 6 FTo CONCRETE BOX CUL�ERT 125° SKEIN Phone (919) 677-2000 NC LICENSE # F-0102 N0. BY: Th�s document, togelher w.th lhe concepls ond desig,ns presented nere�n, os an inslroment of serv�ces, is �nlended only for the saec�Rc purcose ond client tor �j which �l wos prepored. Reuse of ond mproper relionce of lh�s documenl w�thout U wAlten outhor�zol�on ond odoplfon by Kfmiey—Hom ond nssocPoles, inc. shon be withoul liobility lo Kimley—Horn ond Assoc�otes, Inc. ^ Copyright Kimley—Horn ond Associotes, Inc., 2017 S REVISIONS DATE: N0. BY: 4 DATE: SHEET N0. S-3 TOTAL SHEETS 7 � 0 N d U 7 L t N i lD O 0 N N lD N O U / T 0 3 � L v � � � � � � 0 0 N N � N O , � z t � � > � � � � � � � � U 7 L } N , � 0 � . Y m o� '—' 'N O � 3„ � 3„ � 2—#4 Z4 2—#4 Z3 3—#4 Z2 2—#4 Z1 "Z" BARS C� 1'-0" CTSo TOP OF FOOTING #5 T1 Z4 Z3 � Z1— Z2 N1 =a �� 1" EXPe JTe �� MATERIAL 6- �� . 7,_g„ PLAN W2 \ 1'-6" 2—#4 V4 2—#4 V3 3—#4 V2 2—#4 V1 "N" �3ARS C� 1'-0" CTSo E�EVATION IN2 o DRAWN BYe Je Ia KIMBLE DATEo 4/17 N CHECKED BYe DoJo INOERHEIDE DATEe 4/17 Q DESIGN ENGINEER OF RECORDo DeJa WOERHEIDE pQTEo 4�17 ��I.'��:��E:��L!1 PLAN W1 3—#4 V5 3—#4 V6 3—#4 V7 3—#4 V8 3—#4 V9 3„ . ��N" BARS A f 1'-0" C1 So E�EVAT ION W1 �: � BAR TYPES ALL BAR DIMENSIONS ARE OUT TO OUT� 2 3 6"RADa / Z1 Z2 Z3 Z4 Z5 Z6 Z7 Z8 Z9 10" 2" CLo 2" CLe „V„BARS STREAM FACE CONSTo JTe "N" BARS FILL FACE J U � Q � "Z" BARS '�' `~ � �1� J U "T" BARS (TYPa) : z z�z z�z�z z�z�z � � � � � � � � � f� 00 O1 ,`�_, 00 � Q" I` � i i i � i i , i i' c9 i.c) v' m tfl � � Q � ��% q,_2„ 3,_6„ 3,_�„ 2'-6" q,_3„ 3'-10" 3,_q„ 2'-11" 2'-5" 4 HKe BAR H1 H2 H3 H4 H5 H6 H7 H8 N1 N2 N3 N4 N5 N6 N7 N8 N9 T1 T2 V1 v2 V3 Vq V5 V6 V7 V8 V9 BI�� OF MATERIA� NOe SIZE TYPE LENGTH WEIGHT 12 #4 STR 5'-10" 47 4 #4 STR 2,_9„ 7 20 #4 1 3,_3„ 43 4 #4 STR 6'-5" 17 12 #4 STR 11'-10" 95 4 #4 STR 6'-3" 17 20 #4 2 3,_3„ 43 4 #4 STR 12'-2" 33 4 #4 3 8,_1„ 22 6 #4 3 7,_2„ 29 4 #4 3 6,_3„ 17 4 #4 3 5,_5„ 14 6 #4 3 8,_2„ 33 6 #4 3 7,_7„ 30 6 #4 3 6'-10" 27 6 #4 3 6'-1" 24 6 #4 3 5'-4" 21 6 #5 STR 7'-9" 48 6 #5 STR 13'-9" 86 4 #4 STR 6'-1" 16 6 #4 STR 5'-1" 20 4 #4 STR 4'-2" 11 4 #4 STR 3,_4„ 9 6 #4 STR 6'-2" 25 6 #4 STR 5'-6" 22 6 #4 STR 4'-9" 19 6 #4 STR 4'-0" 16 6 #4 STR 3'-3" 13 Z1 4 #4 4 4,_8„ Z2 6 #4 4 4'-0" Z3 4 #4 4 3,_6„ Z4 4 #4 4 3,_0„ Z5 6 #4 4 4'-9" Z6 6 #4 4 4'-4" Z7 6 #4 4 3,_10„ Z8 6 #4 4 3,_5„ Z9 6 #4 4 2,_11„ REINFORCING STEEL FOR 4 �INGS CLASS A CONCRETE 4 WINGS 2 HEAD�ALLS 2 END CURTAIN WALLS TOTAL 12 16 9 8 19 17 15 14 12 926 LBS 14e4 CY 206 CY 3a2 CY 20e2 CY PROJEC T NOo U— 5 317 INAKE couNTY sTATIoNe 28+12000 -�- SHEET 5 OF 7 TOINN OF FUQUAY—VARINA 8 Mi l�]�lEsl[��1[��T�l�� l�l[�A��T� TYPICA� INING SECTION Do�� U�F,FOR��O�Ty�7'R�LI�}TIUN DOUBLE 10 FTo X 6 FTo . CONCRETE BOX CUL�ERT Kim e >>>Horn � y 125 SKEW 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 Phone(919)677-2000 NCLICENSE# REVISIONS SHEET N�. F-0102 S _ 5 N�. BY: DATE: N0. BY: DATE: Th�s document, togelher w.th lhe concepls ond desig,ns presented nere�n, os an D 0 C U M E N T N 0 T C 0 N S I D E R E D ��sl�un+ent o( serwces, is �nlended only for the sPec�Rc pur ose ond client tor � � T 0 T AL FINAL UNLESS ALL -h�=^ �� -os prepored. Reuse a� o�a mproper re�once o< <�;5 dotumenl .,�ho�� wAlten outhor�zol�on ond odoplfon by Kfmie —Hom ond nssocPoles, inc. shon be SHEETS S I G N A TU R E S C 0 M P L E TE D w�'h°°' ';°°;"�Y �o Kimley—Horn ond Assoao�e5, ��. � � 7 Copyright Kimley—Horn ond Associotes, Inc., 2017 N d U 7 L t N � 0 0 N N lD N O U � 0 0 N N � N O , � Z } � � > � � , � � � � } U 7 L } N , � 0 � . Y �OAD AND RESISTANCE FACTOR RATING C�RFR) SUM MARY FOR REINFORCED CONCRETE BOX CULVERTS STRENGTH I �IMIT STATE MoMENT SHEAR O� � � � � � � � w o � o 0 0 o m C� C� F- J f— � � + �- � � + � Z Z U X � U li p U li p � � H H Q �� Q � Q � Z J� LL � Q LL W p LL W p W J Q � p tn � U Z� � (> Z� I- J I- O� �C� il J� C� O Z ZwZ C' O Z ZwZ z J U =� � �Z i O Z Z W a W Z Z W a W w W H C�z �Q HH (n w� H �W f—�� H �W I—�� > = r-� z a z f— -�-� z > c� f— x ,_,� � cn ,� w f— x w� cn � w � W W W� 00 HQ� O HQ Q O J� i--iWJ Q O J� ►-iWJ O J � �.� UJ ��. I— JLL � m WI-- �JW � m WI— �JW U HL-93 (INVENTORY) N/A 1O 1.87 -- 1e75 1e87 1 BOTTOM SLAB 11a00 2.40 1 TOP SLAB 11a00 DESIGN HL-93 (OPERATING) N/A 2a42 -- 1e35 2eq2 1 BOTTOM SLAB 11°00 3e11 1 TOP SLAB 11°00 LOAD RATING HS-20 (INVENTORY) 36e000 O2 2.35 84�60 1e75 2035 1 BOTTOM SLAB 11000 2.94 1 TOP SLAB 11a00 HS-20 (OPERATING) 360000 3e0q 109e44 1e35 3°04 1 BOTTOM SLAB 11°00 3e81 1 TOP SLAB 11°00 SNSH 13e500 5072 77°22 1e40 5072 1 BOTTOM SLAB 11000 5086 1 TOP SLAB 11000 SNGARBS2 200000 qe43 88060 1e40 4043 1 BOTTOM SLAB 11000 5019 1 TOP SLAB 11a00 w � SNAGRIS2 22°000 4e27 93°g4 1e40 q�27 1 BOTTOM SLAB 11e00 5e35 1 TOP SLAB 11a00 H >; SNCOTTS3 27e250 2e69 73°30 1040 2077 1 TOP SLAB 11000 2069 1 TOP SLAB 11000 � J" SNAGGRS4 340925 2e47 86e26 1e40 2e47 1 TOP SLAB 11e00 2e60 1 TOP SLAB 11°00 c� H SNS5A 35e550 2eqg 88a52 loq� 2049 1 BOTTOM SLAB 11000 2056 1 TOP SLAB 11000 � SNS6A 39a950 2e39 95°48 1e40 2e39 1 BOTTOM SLAB 11°00 2e54 1 TOP SLAB 11a00 LEGAL SNS7B 42e000 2030 g6o60 1e40 2030 1 BOTTOM SLAB 11e00 2051 1 TOP SLAB 11a00 LOAD RATING � TNAGRIT3 330000 3v01 gg°33 1040 3�01 1 TOP SLAB 11e00 3e56 1 TOP SLAB 11a00 J � TNT4A 33°075 2ogg 95e5g 1e40 2089 1 BOTTOM SLAB 11000 3004 1 TOP SLAB 11a00 � ,', TNT6A 41a600 2e56 106050 1040 2e56 1 BOTTOM SLAB 11e00 2e71 1 TOP SLAB 11e00 � v� TNT7A 42e000 2a52 105084 1040 2e52 1 BOTTOM SLAB 11e00 2089 1 TOP SLAB 11a00 � �� TNT7B 420000 2a60 109e20 1e40 2060 1 BOTTOM SLAB 11e00 2072 1 TOP SLAB 11a00 U � TNAGRIT4 43°000 2a42 104v06 1040 2e42 1 BOTTOM SLAB 11°00 2e93 1 TOP SLAB 11a00 � TNAGT5A 450000 2050 112e50 1e40 2e50 1 BOTTOM SLAB 11e00 2097 1 TOP SLAB 11a00 � � TNAGTSB 45°000 O3 2.23 100035 1040 2023 1 BOTTOM SLAB 11e00 2.86 1 TOP SLAB 11a00 10'-0" 10'-0" o DRAWN BYe Je Ia KIMBLE DATEo 4/17 N CHECKED BYe DoJo INOERHEIDE DATEe 4/17 Q DESIGN ENGINEER OF RECORDo DeJa WOERHEIDE pQTEo 4�17 LRFR SUMMARY (LOOKING DOWNSTREAM) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LOAD FACTORSo DESIGN LOAD RATING FACTORS LOAD TYPE MAX MIN FACTOR FACTOR DC 1e25 Oe90 DW 1e50 Oa65 EV 1e30 Oe90 EH 1e35 Oo90 ES 1e35 Oe90 LS 1e75 -- �A 1°00 -- NOTEo RATING FACTORS ARE BASED ON THE STRENGTH I LIMIT STATEe COMMENTSo le r.� 3e � 0 CONTRO��ING �OAD RATING 1� DESIGN LOAD RATING (HL-93) O2 DESIGN LOAD RATING (HS-20) OLEGAL LOAD RATING � � �� SEE CHART FOR VEHICLE TYPE �� DO �TOT U�k`i FOR� �`'ONy�7'R�LI�}TIUN Kim e >>> H rn y o 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 PROJEC T NOo U— 5 317 INAKE couNTY sTATIoNe 28+12000 -�- SHEET 6 OF 7 TOINN OF FUQUAY-VARINA DOUBLE 10 FTo X 6 FTo CONCRETE BOX CUL�ERT 125° SKEIN Phone (919) 677-2000 NC LICENSE # F-0102 N0. BY: Th�s document, togelher w.th lhe concepls ond desig,ns presented nere�n, os an inslroment of serv�ces, is �nlended only for the saec�Rc purcose ond client tor �j which �l wos prepored. Reuse of ond mproper relionce of lh�s documenl w�thout U wAlten outhor�zol�on ond odoplfon by Kfmiey—Hom ond nssocPoles, inc. shon be withoul liobility lo Kimley—Horn ond Assoc�otes, Inc. ^ Copyright Kimley—Horn ond Associotes, Inc., 2017 S REVISIONS DATE: N0. BY: 4 DATE: SHEET N0. S-6 TOTAL SHEETS 7 ti 0 N d U � L t N i � 0 0 N N � N 0 � U � 0 0 N N � N O , � Z } � � > � � , � � � � � U 7 L } N , � 0 � . Y DESIGN DATAo SPECIFICATIONS — — — — — — — — — — — — — LIVELOAD ——————————————— IMPACT ALLOWANCE — — — — — — — — — — — — STRESS IN EXTREME FIBER OF STRUCTURAL STEEL — AASHTO M270 GRADE 36 — AASHTO M270 GRADE 50W — AASHTO M270 GRADE 50 REINFORCING STEEL IN TENSION CONCRETE IN COMPRESSION — — AaAeSeHeTeOo (CURRENT) — — SEE PLANS — — SEE AoAaSoHoTaOo — 20,000 LBSo PER SQa INa — 27,000 LBSe PER S�e IN� GRADE 60 — — CONCRETE IN SHEAR — — — — — — — — STRUCTURAL TIMBER — TREATED OR UNTREATED — EXTREME FIBER STRESS COMPRESSION PERPENDICULAR TO GRAIN OF TIMBER E�UIVALENT FLUID PRESSURE OF EARTH MATERIAL AND WORKMANSHIPo 279000 LBSa PER SQa IN� 24q000 LBSe PER SQe IN� 1,200 LBSe PER S�a IN� SEE AoAoSoHoToOo 19800 LBSe PER SCIa IN� 375 LBSe PER SQe IN� 30 LBSe PER CUe FTe cMINIMuM� EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL PROVISIONSq ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2012 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE N�CoDEPARTMENT OF TRANSPORTATION� STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL BE HOT ROLLEDe CONCRETEo UNLESS OTHERWISE REDUIRED ON PLANS9CLASS A CONCRETE SHALL BE USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THATa CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES9 ABUTMENT BACKy�ALLSqAND APPROACH SLABS9AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAPa CONCRETE CHAMFERSo UNLESS OTHERWISE NOTED ON THE PLANS9ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONSo TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2"RADIUS WHICH IS BUILT INTO CURB FORMSq CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A 1/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED ON PLANS,AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4"RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHER�ISE RECIUIRED ON PLANSo DOINE�So DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONSqSHALL BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO PLACE WITH 1a2 CEMENT MORTARo o DRAWN BYe Je Ia KIMBLE DATEo 4/17 N CHECKED BYe DoJo INOERHEIDE DATEe 4/17 Q DESIGN ENGINEER OF RECORDo DeJa WOERHEIDE pQTEo 4�17 STANDARD NOTES A��OWANCE FOR DEAD �OAD DEF�ECTION9 SETT�EMENT9 ETCoIN CASTING SUPERSTRUCTURESo BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANSa SLABS9CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVEo ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED ON PLANSe IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE GIRDER BRIDGES9ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS FOR THE ELEVATIONS SHO�N� WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING UP TO THE SLAB,THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS9VERTICAL CURVE ORDINATE,AND ACTUAL BEAM CAMBERo �HERE BOTTOM OF SLAB IS IN LINE y�ITH BOTTOM OF TOP FLANGES,DEPTH OF SLAB BET�EEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTIONqVERTICAL CURVE ORDINATEqAND ACTUAL BEAM CAMBERa IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANSqAN ALLOV�ANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONSqSETTLEMENT OF FALSEWORKq AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ELEVATIONS SHOWN� AFTER REMOVAL OF THE FALSEWORK9THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEERe DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE FALSE�ORK OR FORMS IS STARTEDo REINFORCING STEE�o ALL REINFORCING STEEL SHALL BE DEFORMEDa DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANSe DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANSe WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE INDICATED ON THE PLANSe �HEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES,THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECESe STRUCTURAL STEELo AT THE CONTRACTOR'S OPTIONqHE MAY SUBSTITUTE 7/8"QS SHEAR STUDS FOR THE 3/4"Qj STUDS SPECIFIED ON THE PLANSa THIS SUBSTITUTION SHALL BE MADE AT THE RATE OF 3— 7/8" QS STUDS FOR 4— 3/4" Qf STUDS, AND STUD SPACING CHANGES SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8"Qj STUDS ALONG THE BEAM AS SHO�VN FOR 3/4" QS STUDS BASED ON THE RATIO OF 3— 7/8" QS STUDS FOR 4— 3/4"QS STUDSa STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST BE PROVIDEDa THE MAXIMUM SPACING SHALL BE 2'-0"a EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS �HERE THE COVER PLATE IS IN CONTACT WITH BEARING PLATEqTHE CONTRACTOR MAYqAT HIS OPTIONq SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16"IN THICKNESS AND DO NOT EXCEED A�IDTH EQUAL TO THE FLANGE WIDTH LESS 2"OR A THICKNESS EQUAL TO 2 TIMES THE FLANGE THICKNESSe THE SIZE OF FILLET WELDS SHALL CONFORM TO THE REDUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE �ELDING CODE"o ELECTROSLAG INELDING WILL NOT BE PERMITTEDe WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER SURFACES9ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING,GALVANIZING9 OR METALLIZINGa HANDRAI�S AND POSTSo METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB,UNLESS OTHERWISE SHOWN ON PLANSe THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURBe METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANSo RAILS SHALL BE AS MANUFACTURED FOR BRIDGE RAILINGa CASTINGS SHALL BE OF A UNIFORM APPEARANCEe FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL BE OBTAINEDeCASTINGS WITH DISCOLORATIONS OR OF NON—UNIFORM COLORING �VILL NOT BE ACCEPTEDaCERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTSo SPECIAL NOTESo GENERALLY,IN CASE OF DISCREPANCY,THIS STANDARD SHEET OF NOTES SHALL GOVERN OVER THE SPECIFICATIONS,BUT THE REMAINDER OF THE PLANS SHALL GOVERN OVER NOTES HEREONqAND SPECIAL PROVISIONS SHALL GOVERN OVER ALLe SEE SPECIFICATIONS ARTICLE 105-4a DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� DO �TOT U�k`i FOR� �`'ONy�7'R�LI�}TIUN Kim e >>> H rn y o 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 PROJEC T NOo U— 5 317 INAKE couNTY sTATIoNe 28+12000 -�- SHEET 7 OF 7 TOINN OF FUQUAY-VARINA DOUBLE 10 FTo X 6 FTo CONCRETE BOX CUL�ERT 125° SKEIN Phone (919) 677-2000 NC LICENSE # F-0102 N0. BY: Th�s document, togelher w.th lhe concepls ond desig,ns presented nere�n, os an inslroment of serv�ces, is �nlended only for the saec�Rc purcose ond client tor �j which �l wos prepored. Reuse of ond mproper relionce of lh�s documenl w�thout U wAlten outhor�zol�on ond odoplfon by Kfmiey—Hom ond nssocPoles, inc. shon be withoul liobility lo Kimley—Horn ond Assoc�otes, Inc. ^ Copyright Kimley—Horn ond Associotes, Inc., 2017 S REVISIONS DATE: N0. BY: 4 DATE: SHEET N0. S-7 TOTAL SHEETS 7 U-5317 (NW JUDD PARKWAY) CROSS SECTION /NDEX —L— SR 5056 (NW JUDD PKWY) —Y1— NC HWY 42 (ACADEMY ST) —Y2— SR 1105 (COLEY FARM RD) —Y3— VI/ASH/NGTON STREET —Y4— SR 1110 (WILBON ROAD) —Y5— THREE MEADOWSISR 1179 (S. BRIDGE STREET) —Y7— SR 5056 (NE JUDD PKWY) —DW1— PRELI�ifNA�tY PLA�i DO NOT L*SE FOR CONSTRUCTION X-1 THRU X-42 X-43 THRU X-47 X-48 THRU X-51 X-52 THRU X-57 X-58 THR U X— 63 X-64 THRU X-66 X-67 THRU X-70 X-71 C O� � J I Q k I � O O N N � N O � � c 0 � U N � I � � O L U / C O � i -. � � � � � Z �. I � O O N N � N O � O 3 � 0 0 � i J Q � Y � O N \ � C O� � J I Q k I � O O N N � N O � � c 0 � U N � I � � O L U / C O � i -. � � � � � Z �. I � O O N N � N O � O 3 � 0 0 � i J Q � Y � O N \ � � o, � J I Q k � 0 N N N O i c 0 � � � 0 � � � 0 � � � � � � � Z �. 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X-56 I I SHEET NO. X-57 Q Q a � s � � � y O � � � � 9 s � � Y � 465 � : ;: . _;. :_; � ,�_ _ ;= �- Fi, � � �, - , � I � ' I � _._ ' ' ' ' . I ; '- _, � I � , : _i l i ,- - � � . i_I, ; 455 _ _ _ 450 _ _ �- — — z�/ 445 - - - - � - 44�.65 _ —� � � I � ;:;: �� -- --- _ � � : - - - � -; -. 465 460 :- - - 455 I_ _ __ __ ,_ _ ___„ _ 450 — _ -- — --- — Z, � � � � � 450.29 � —_ — -- � - -� - __ _,_ _' . � � _, v1, 453.57 _-� �� , ,� , -__. _ __ _ , _ 465 _ . . . _ - ' ', , � _ , � `��,E � - � �� -- - � - ,, 0.0204 "� 00�04 , ,. 455 .- .--- : --. _ — — — — � --------� — 450 � — — — — — — — — �� - - - � � _ � 451.35 �5 ... ... . �: .. . . . _ ii'� liii '� i � , � �� I i I, 18+30.00 I� �� _� � : , � � � �� -- --�� - - 465 _ _ _ _ --.- r �-- - � -�- -� ' � � � : � -- - - . -- - -- 460 , _ _ _ �� _ ;'� q . . . . . . . . .. . . . . , . . . ':. 3:\ . �� - ��[Q� 3. � 455 _ — — _ — -------- — ti., - - - -' �- - - 2:, 455.Q4 450- — — — -- — — — — 45z.94 _ : � 18 + 00.00 � 445 ; ' �_� PRELI�IfNAItY PLA�i I ��li �I� DO NOT USE FOR CONSTRUCTION fI �II IIIi1Ii II� II _ ;1 :�I - 11 �i l � IJ 465 460 455 450 445 440 465 460 455 ; 450 445 �-+ 465 4so 455 ; 450 445 � 465 460 455 : 450 445 465 = _ - - - - - - ;, _ 465 460 . . . ,:� 00 �� 0.024� , _ — — — — — -- — — — — — - 1 � p 460 7, �'.� �_ 455 _ -- — — —� � — — — — — -- — — — 455.59 �� _ _ _ _ _ _ _ _ 45698 _ �O 455 450 �7+J��.O� � _ � �N-I I��I+��+I� �� N +�I��+N�-I� �I�N� -� _ � � � I � � � � I � � � � � � � � i � � � I �-� - ' 450 �� +�� —1��+��—I�—� �.�M�—�i � o ��M�—�—��.'—i� �H�+�� , � � � -Y4- SR-1110 (WILBON RD) 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 a v° � a � s � � � � � O � � � ; � 9 s � � Y 46 45 450 445 — — — — ---�_ _ _ _ _ _ — — — — — ....... ...... . �... ... .._. 46 45 450 4�5— — — -- — — -- _/ — — � liUl4f °�' 0�195 n� � nn nn 460 455 a:� ti� — — — — —' �. — — — — — — — — -- �� aa�.00 �5 �OV 455 450 �, ' 44� — — '_' _ _ _ — �--- — --��— 44�0 a� 4:/ �' 447.33 460 455 -- — — — — — — — ^450 445 � R� 460 455 — — — — — — — — — — — — — — — — — — — y5p 1, e.. 447.Rfi . 445 440 ,� ��—i�r—r�—,i_ � . � � !�-��—�—r-T�-,T rr�-r�r-� : ` 4so � — -- -- — -- - — - - ", _ � i� — 455 455 0�649 450 . - - - 5 5,:, -- — — — �.0649 — — — — — — — — — — — — — — — — — — — — 450 -- — ��------ —T� ,, 448.48 4:j 447.99 4�—--—-------—-—- 21�-50.00 • 445 �n — — — — — — � � � � � � � � � � � �� _ �p �p��- , _ _ , _ _ _ _ � ---- � � � � , � � � � � � _ n_ �- --n �_ __ , _,_ __ . .- � �- _ � _ , � , _ �_ , _ . ._ � _ , . � , _ . . , _ , . , _ . , , 460 ----- -- -- ---- -- -- � � � , �� _� �— � �_'-- �__�_� �'- _ �_ �_�_� � �- 455 = _ - - - - - 0.�840 �� 455 � _-- --- - . . �.0804 — — — 450 , a,:, �- _— _— - - — — — — — — — — — — — — -- — — — 10 950 _— � 445 _ _ _ — — — — 3:, 1, �I-1� 445 — .— � �� 446.40 445.64 . . .. �O � � — I�/ V i ��j� � L � � OO.00 � �L _ .!�/(/ , ��+�u—I�—�—��M�—�—�-i � � � � i � � � � i � � � � � � � � � � � � � � �—� —� ' ��+N�-i� �I�N�-i o �. t - �H+�w�ya+� - -Y4- SR-1110 (WILBON RD) 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 SHEET NO. X-63 I I � PRELI�IfNAItY PLA�i DO NOT USE FOR CONSTRUCTION 450 - - � I � , _� - _ rri-i � � r� �-�-i ��-� _ - _ i i � �� `�50 . � � ; _ _ _ _._,_. . , , i i I �I _ 445 �� P, i r�s"E rop -�-�N-I-�I-N-�+�N-N-j+�+-I-I-I++-!-�-I-�-I-N I-I-�-I 445 0.01V0 � 4.0144 �' " "�'- ,'^ � � � 3:1 �(/ �s ��——————————————---- --- 13+50.00 --------------------------4� 450 , ; . , . . �. FI- - - I . . . : . . : . . : .. : � : � , � � �. �_ _F . I- - �- I--� - - �- - --I. .... _F - I- _� . -1- I- -I-� - - I-- -� . _ 450 I ; I I I �� I I �� i � � �� _,� �� _�_� � � o�o�o� �� o.oi4� � �_ _�� I ! , �� — __ �� I �—I� _ :� — �� ,�_ __ _ : � �� _ � 1 � �� I I � _ �� 445 445 � 4) /�iy. _ � � 3 � � _ � _ _ � � � _ � _ _ _ _ � _ _ � � _ � � � _ _ � � � —r�ai \ �. � � _ � _ � � � � _ _ _ � � � � � � � � _ � �. � ' 435 � 3+ � �. 0 � 435 I �i �i i � l,'Ly?H,�,� �i i �i �i i i �i i i �i i �i i �i i �i i i i �i �i . 4� A__ �... i i�,., i i - /qT?�E� _. �l� r� ��, i i iii iii i i iii i ii ii i iiii i i iii iii i i iiii i ii ii i iiii i i iii i i ii i iiii i i iii .. . i... ,.. .. � i i ii i ii i �. 495 . , 00010 �� 9�10 . . , . . - 445 �- — — — — — — — — — — — — — — — — — — — — — — — — — — 12 + 50.00 — — — — — — — — — — — — — — — — — — — — — — — — — —� -- --- --- -= ----- --- -=-� -- - ----_ -- ----- -- - :- - _-- , ...u11� i i i� i i i i i i i i Yi i i i i � i i i i f i i i i I i i i i i i i i i� i i i i i i i i i i i i i i� i i i i � i �—__i— __-t—� � � i i__ -_.i r -� {— —�__��L .. ._-��— � r i � i�� i- 1 -�i—f r � i �-�� i� i--i- —�-� � 1- i '� � i— ��i.. 450 �_-- -,. . ,. -� -. �-- . - - . - -� ' - -- - --- �, , � =, , ' , - - , �, �, � �, -� _ ,p�� Ec�rrvN �� '' -- ''-'-• '' '' ''-'` '' '' ' ' - - � � � � � , ' ' �' : �� 450 5 � � �� ' I H 445 O�Q�lO �� 0�0�1� � 445 � _ _. - - _ _ _ _ _ _ � - - - - - - - - - - - - - - - - - - - - -_ -_ - - - - - T - � - - _ _ _. _ _ _ � ._ � � - � � _ � 435 - , _ �2+0�.0� , �- :� ��_: � �: _:� � : � :� � � : � : _. 435 � ^ 450 --- -- -- - �� --- --- r �-- ,-� - r- f-- —� � - �� 450 � � --. - --- - . � � � � � �,-� ��T�T�-,�-� � m � � �� o �`� — — — — — — — — — — — — — — — — — — — — — — — 5:, ��3V3 �� 0.0316 � 445 5., � � � � � � � � � � � � � � � � � � � � � � � � � � O � I ++ I-F +I + FI+I +}i+ H-�I++ I-FI+I +�I++ I-FI---- I I 435 435 �k�J�_1-111Ji�11kL�_,..r___., �*.J�iikG �� —`GJ�1�-�--1��`ii-"�L- � � -I- �J � . � � � � 450 -'- ; : � � ! 450 � � — — — — — — — — — — — — — — — — — — — — � � � . _ . i I 10 445 r � -- — — — — � — — — — — — — — — — — — — — — — — — — — — — — _ _440 , 435 � � 435 - - �� -� 0�.�0 �y,�� y � -� - � - � �_ , . ��I�+a-��H . j �- _ � - , - - ' , ' . � , ' o ' ' �'��`� �"`��H+�-��I�-N-��H+�W�1� � -Y5- S. BRIDGES ST � 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 PRELI�IfNAItY PLA�i DO NOT USE FOR CONSTRUCTION 455 450 445 440 455 450 445 ;�� 455 450 445 �+�1+I� 460 � 455 � ; 450 � ' 445 � � � i i ��I � ��1 455 450 445 �40 455 . 450 445 ��R 455 ; 450 445 �� 460 : 455 450 ; 445 , � - �: _�� rrrr-rr,-T : 3 � _ : ___ �� 460 �� --� � �� 460 3 � � 455 �� --- � , --- -- -� � � � � � ' � � ; �� 100 "� � � � T � �� , � � ,�� --� ,� -� �� R ��,-� � � ��r-,�-, � , R �� a,-r-r� S _ _ __ _ � � � � � 455 � - � 4Ob� 0.�I50 _ _ — — — — — — — — — — — — — — — — ' 450 4:, _ ----- ------- 450 � _� � � 4� — — — — — — — — — -- — — — — — � � n c � c n n n 445 46 455 _ 450 — -- — — — — — -- — — -- — — — — — — — — — — � — — — — — — — — -- -- 105 + 00.00 's'V 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 460 �� 455 -- — — — — — � — — �50 -Y7- NW JUDD PKWY 10 20 30 40 50 60 70 80 90 100 110 120 130 140 SHEET NO. X -70 I I ....... ...... . �... ... .._. 4q'� . , , , „ , , , , � „ , , ,;. �i i;� �i+l- 1 EII --il� �I-=1 I- -iI i�i� ii�i I Fi�i -F�+ �i i�i; �;: ��i� i�i�� i=l i��i� i�i iiI' 440 � r i ii. i -.. _I i iI .. -_ iI 'i i-.. . ii iI iIII i i ii i i ii i ii i i i ii iii . � 435 �- — — — — �_ 435 430 — — — — — — — — — — — — — — — � — — — � _ — — — — — — — — — — — — — — — — — — — — — — — — — 430 425 '�jiiY iUliiilliilililwiiiii�jili Ii.r..jiiiYlU..jliiill �I �! � � I � �!! 1��! �!!��I ' I�- �2+J��.O� 425 445 �_ �� 435 430 445 � � 430 445 � 435 430 - — — -- — — — — — — — — — — 4., �.�� uusuu 64:1 - — — — — — — — -� � _ „_00500 0.0300 _ .. . . . . .. . . .. . ... .. 4, 445 440 435 430 445 �140 _ 435 430 445 - ,v�w 0.�4[J � � `, � �� 4:1 — — -- — — — -- _ _ _ _ =:,— — — — � -- — — — — — -- — — — -- — '135 _� � �-�- � �. � � �� r�.�--�i -Tlr i ��.�r _� t -�� f� -- � r- -�- - i_ 430 � rt1�l��—��1�� _._ _ �t � � � � � � � � � � � � � � � � � � � � � � � -- - . � - � _ - � � � - - � - �: -- � y 445 445 0 -- � oo��o uu��o . ��+— � � � � ,�_ � 4qb - — — — — _ 4:, � � 435 , — — — — — — — — — — — _ _ � _� _ — — — — — — — ` 435 � - - _ _ _ __ — — — _ _ �— — — — - - - � __ _ , - : _ — —� ; �o - - - - - - - - , , 10+50.00 � ------ -- --- -- ---- -- --- ---- � , � � , - - --- - - - -- - , N . . . ' '. ' -- - - - -- - ��-�+ � - - - - - - - - - � . � � � �, , � � � L_ .. � . � .. �. g . ;� � �� ` - . ��' ' ' I - - - �, I � � � � � � � � � s __ � �- � � � � �_� _�_� �_ � � �_� �— �'__ �_�- _�_ .,_� �_ � �_-� -_� �_ _�_ � � � � � �_� � 445 , - �- 445 � — — . _ . . _ J � .. .. � — — — '— — — _ — � I � rynn-r�-- I � � � � � �..�. , .�.. � 10 '� � — — — — — — — — — — -- — 435 430 - _ _ _ — — — — — — _ — — _ _ _ 10 _ _ � 10 + 00.00 �H��H+�w�y�+� � �N-�� -DW1- 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