The URL can be used to link to this page

Home My WebLink About100_W-5708G_Title&PlanSheets TOTAL See Sheet I-A For Index of Sheets STATE OF NORTH CAROLINA STATE STATE PROJECT REFERENCE NO. SHEET NO. SHEETS- 7 PROJECT N.C. W-5708G 1 0 DIVISION OF HIGHWAYS STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION LOCATIONS 44854.1.7 HSIP-0401(290) PE C'Yee� 44854.2.7 HSIP-0401(290) RW V NADN83GRID NA 2011 44854.3.7 HSIP-0401(290L CONST HOI<E CO UNTY O 01 - LOCATION. US 401 AT THE INTERSECTIONS OF Fayetteville Rd 14�1 �, SR 1411 N. PARI<ER CHURCH RD) 141 m R 1 1 PITTMAN ROE CUCHRH RD 4 3 G T� ) aysi ` WEST OF THE HOI<E CO. & CUMBERLAND CO. LINE TYPE OF WORI<: GRADING, PAVING, DRAINAGE, SIGNALS, AND Sch l THERMOPLASTIC MARKINGS & MARI<ERS kc oo O A - - ��Fl V VICINITY MAP aogo,q. ---- — --- ---- ------ ------------ -- ---- --------- ------ -- -------__ --- - — —� — — — -- __=—_______ _____ ___ — _ __ _ -- _-- ---- _ --= — a -- _—�_--- ___ ________ _______ __— -- _ ________ _ _ =____ -- -- _ _ _ _ _ — — — ----------- _ -=�=_v -— -- —— —_ _ —==_ __==__ > 5Tc tq— Rr _—_---- _ _ ———— ----- ------- ----- — --- -- t=2fza, �5 ---------------- Z __ � wms �. j/ �,«��"'"°i o'.i�zvie�r '----� -� ��— ---`\�� [mew 'C� m.ms c.o aonzvzres __•—_— _ _ _ 71 V. • • /, .01 T O � � '' �®®�' -� mow: '`:• 70 00 00 5 O O , ' Ln DOCUMENT NOT CONSIDERED FINAL -C I UNLESS ALL SIGNATURES COMPLETED Q Q O • M DESIGN DATA Prepared in the office of: HYDRAULICS ENGINEER DIVISION 8 �I GRAPHIC SCALES CAR , `� ADT 2015 = 21 00o DIVISION OF HIGHWAYS DIVISION OF HIGHWAYS ►► DocuSigned by: �� S$• �'9��, bo o bo 12o ADT 2035 = 34 000 DIVISION 8 DESIGN & CONSTRUCT UNITEt6FOWD904114NSEAL = — , . 022000 MOl7 % 2018 STANDARD SPECIFICATIONS ° \ l2l DOT DRIVE. oz,�7,2022 F ly- IN -- ��Q�/' UpINE O PLANS D = 50 % CARTHAGE NC 28327 �� GALEN CAIL, P.E. o ° ►►o°��, Q Q00 — — — — Q SIGNATURE: O > 5 0 O 5 0 10 0 T = -- % * PLANS PREPARED BY. MRT Q Q O Lno RIGHT OF WAY DATE: / V = 60 MPH DIVISION PROJECT ENGINEER a N �Q _ o o PROJECT LENGTH .•�� cAQo� N� PROFILE (HORIZONTAL) TTST =1 /o DUAL =3/o a o DocuSigned by- PROFILE �i�•, ° O 00 ROADWAY: 1 .1 MILES � ao G S D.w,a c� FUNC CLASS = _ SEAL m�� 5 _ 0 5 10— STRUCTURE: LETTING DATE. ��, �Q i i MILES 33D4765FD78F4A8 02 07 2022 Q w > -------------- AP RI L 18, 2022 E p '-;�-°o • 1 .1 MILES �� Tpp��'Q GREG S. DAVIS, PEipPF..!N.p��`'o. PROFILE (VERTICAL) TIER TOTAL: ------------ SIGNATURE: '''��ui�►D►►�,. 0N PROJECT REFERENCE NO. SHEET NO. W-5708G 1-A O GENERAL NOTES ''',,\j CARol �.....°�i'% SEAL ! _ DocuSigned by: 26930 GRADING AND SURFACING OR RESURFACING AND WIDENING: S.G.,�S, oZ,o,,ZOZz 33D47B5FD78F4A8.._ '',��I I1111011 , THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE DIVISION PROJECT ENGINEER POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DOCUMENT NOT CONSIDERED FINAL DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH UNLESS ALL SIGNATURES COMPLETED INDEX OF SHEETS THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER SHEET NUMBER SHEET TO SECURE THE PROPER TIE-IN. 1 ------------------------------------------ TITLE SHEET CLEARING 1-A INDEX OF SHEETS CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. 1-B CONVENTIONAL SYMBOLS 2 THRU 2-H TYPICAL SECTIONS 2-I DETAIL - EMERGENCY VEHICLE ACCESS SHOULDER CONSTRUCTION: FOR CONCRETE ISLANDS ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED 3 THRU 3-A ------------------------- SUMMARY OF QUANTITIES CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 . 3-13 ------------------------------------- SUMMARY OF EARTHWORKS, ETC. 3-C ------------------------------------- LIST OF PIPES, ETC. 4 THRU 10 PLAN SHEETS UTILITIES TM-1 THRU TM-2 TRAFFIC MANAGEMENT PLANS ANY RELOCATION OF EXISTING UTILITIES, PM-1 THRU PM-8 PAVEMENT MARKING PLANS WILL BE ACCOMPLISHED BY OTHERS PRIOR TO THE DATE OF AVAILABILITY. EC-1 THRU EC-9 EROSION CONTROL PLANS SIG. 1 THRU SCP. 19 SIGNAL PLANS X-A CROSS-SECTION SUMMARY X-1 THRU X-21 CROSS-SECTIONS -L1- X-22 THRU X-49 CROSS-SECTIONS -L2- 2018 ROADWAY ENGLISH STANDARD DRAWINGS The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch N. C. Department of Transportation - Raleigh, N. C., Dated January 16, 2018 are applicable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE 200.03 Method of Clearing - Method III 225.01 Guide for Grading Subgrade - Interstate amd Freeway 225.05 Method of Obtaining Superelevation - Divided Highway 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method 1 560.02 Method of Shoulder Construction - High Side of Superelevated Curve - Method II 654.01 Pavement Repairs 840.14 Concrete Drop Inlet 840.16 Drop Inlet Frame and Grates 840.20 Frames and Wide Slot Flat Grates 840.22 Frames and Wide Slot Sag Grates 840.24 Frames and Narrow Slot Sag Grates 840.25 Anchorage for Frames - Brick, Concrete, or Precast 840.41 Spring Box - Concrete or Brick 840.54 Manhole Frame and Cover 846.01 Concrete Curb, Gutter and Curb & Gutter 852.01 Concrete Islands X O / L II O_3 N �Q CXl� O 0 cV—C m/ �> W—C i ON PROJECT REFERENCE NO. SHEET NO. CONVENTIONAL PLAN SHEET SYMBOLS STATE Olr' NORTH k(_'. AROLINA DIVISION OF HIGHWAYS BOUNDARIES AND PROPERTY.- RAILROADS: Note: Not to Scale *S. U.E. = Subsurface Utility Engineering WATER: State Line ----- ----- Standard Gauge Hedge Water Manhole County Line CSX TRANSPORTATION Water Meter o RR Signal Milepost MILEPOST 35 Woods Line Township Line Water Valve � Switch ❑ Orchard 0 0 0 0 City Line SWITCH Water Hydrant RR Abandoned + + + + Vineyard Vineyard Reservation Line U/G Water Line LOS B (S.U.E*) W - RR Dismantled EXISTING STRUCTURES: Property Line U/G Water Line LOS C (S.U.E*) - -W- - MAJOR: Existing Iron Pin ❑ U/G Water Line LOS D (S.U.E*) W Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: Bridge, Tunnel or Box Culvert GONG A/C Water p p y Above Ground Water Line Property Monument ElSecondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall ooNo WW EOM Parcel/Sequence Number �23 Primary Horiz Control Point 0 MINOR: TV: Primary Horiz and Vert Control Point ' Head and End Wall GONG "W TV Pedestal ❑ Existing Fence Line -X x X- ❑ Exist Permanent Easment Pin and Cap 0 Pipe Culvert TV Tower Proposed Woven Wire Fence e U/G TV Cable Hand Hole Iq New Permanent Easement Pin and Cap O Footbridge �--------� Proposed Chain Link Fence � U/G TV Cable LOS B (S.U.E.*) - - - -TV- - - - Proposed Barbed Wire Fence Vertical Benchmark X Drainage Box: Catch Basin, DI or JB ❑GB Right of Way Marker U/G TV Cable LOS C (S.U.E.*) - -TV- - Existing Existing Wetland Boundary - - - -WEB- - - - g g y 0 Paved Ditch Gutter * TV ExistingRi ht of Wa Line ❑ U/G TV Cable LOS D (S.U.E. ) Proposed Wetland Boundary WLB g y Storm Sewer Manhole - —TV F°- - - Existing Endangered Animal Boundary EABg ay w Storm Sewer S New Right of W Line R U/G Fiber Optic Cable LOS 6 (S.U.E.*) U/G Fiber Optic Cable LOS C (S.U.E.*) - -TV F°- Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap w UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*) TV F° Existing Historic Property Boundary "PB New Right of Way Line with ai� 2 POWER: Concrete or Granite RNN Marker w i GAS: Known Contamination Area: Soil -X-S-X—S— Existing Power Pole New Control of Access Line with c Gas Valve 0 Potential Contamination Area: Soil -�-S-�-S- Concrete GA Marker Proposed Power Pole b Known Contamination Area: Water �-W �-W ,_\ Gas Meter Existing Control of Access ,- AT Existing Joint Use Pole � Lin L B E * - - - - U/G Gas e OS (S.U. ) - - - Potential Contamination Area: Water -� W � W Proposed Joint Use Pole New Control of Access p U/G Gas Line LOS C (S.U.E.*) - - - Contaminated Site: Known or Potential �' � Power Manhole Existing Easement Line E U/G Gas Line LOS D (S.U.E.*) BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement - E Power Line Tower ❑ A/C Gas p ry Above Ground Gas Line Gas Pump Vent or U/G Tank Cap ❑ New Temporary Drainage Easement TDE Power Transformer ❑ Sign ❑ SANITARY SEWER: New Permanent Drainage Easement PDE U/G Power Cable Hand Hole Well ° H-Frame Pole �• Sanitary Sewer Manhole OO New Permanent Drainage / Utility Easement DUE Sanitary Sewer Cleanout O Small Mine New Permanent Utility Easement PUE U/G Power Line LOS B (S.U.E.*) P Foundation 0 U/G Power Line LOS C (S.U.E.*) P U/G Sanitary Sewer Line ss New Temporary Utility Easement TUE A/C Sanitary Sewer Area Outline U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer New Aerial Utility Easement auE SS Forced Main Line LOS B (S.U.E.*) - - - - - -F55- - Cemetery fi I TELEPHONE: SS Forced Main Line LOS C (S.U.E.*) - -F55- - Building ROADS AND RELATED FEATURES.• Existing Telephone Pole SS Forced Main Line LOS D (S.U.E.*) F55 School � Existing Edge of Pavement Church � _ Proposed Telephone Pole � Existing Curb MISCELLANEOUS: Telephone Manhole O Dam Proposed Slope Stakes Cut - - - - - - T Utility Pole HYDROLOGY.- Proposed Telephone Pedestal ❑ Proposed Slope Stakes Fill - - - - - Utility Pole with Base ❑ Stream or Body of Water --- Telephone Cell Tower Proposed Curb Ramp �R UtilityLocated Object ❑ Hydro, Pool or Reservoir ❑ � T T T U/G Telephone Cable Hand Hole "" I Existing Metal Guardrail _ Utility Traffic Signal Box MI Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) - - _T_ _ - - �S Proposed Guardrail T T T T Utility Unknown U/G Line LOS B (S.U.E.*) 7UTL Buffer Zone 1 Bz U/G Telephone Cable LOS C (S.U.E.*) - -T- - Existing Cable Guiderail Wa ter, k• aer G Buffer Zone 2 Bz 2 U/G Telephone Cable LOS D (S.U.E.*) T U/G Tank; Oil0 Proposed Cable Guiderail Underground Storage Tank, Approx. Loc. usT Flow Arrow � --- --- U/G Telephone Conduit LOS B (S.U.E.*) T� - Equality Symbol � _ AEG Tank; Water Gas Oil Disappearing Stream -- -- U/G Telephone Conduit LOS C (S.U.E.*) - -TC- 0 Pavement Removal Geoenvironmental Boring Spring ❑�-� �_ - � U/G Telephone Conduit LOS D (S.U.E.*) TC Wetland VEGETATION.• U/G Fiber Optics Cable LOS B S.U.E.* T F° U/G Test Hole LOS A (S.U.E.*) p ( ) Single Tree Abandoned According to Utility Records AATUR Proposed Lateral, Tail, Head Ditch U/G Fiber Optics Cable LOS C (S.U.E.*) - -T F°- - FLOWSin le Shrub g End of Information E.O.I. False Sump � U/G Fiber Optics Cable LOS D (S.U.E.*) T F° PROJECT REFERENCE NO. SHEET NO. W-5708G 2 co RNV SHEET NO. �.�o'*0 S/0 9 - = � SEAL � I I I 26930 DocuSigned by: I� . ............I NE • ��' ' ,,, C P A V E M E N T S C H E D U L E1633D47B5FD78F4A8 . FP . 02/07/2022 �av+.�. G S, D . . DIVISION PROJECT ENGINEER I I I PROP . APPROX . 11/2 " ASPHALT CONCRETE SURFACE COURSE , TYPE S9 . 5C , C1 AT AN AVERAGE RATE OF 168 LBS . PER SQ . YD . R1 5 MONOLITHIC CONCRETE ISLAND . ( KEYED IN ) PROP . APPROX . 3 " ASPHALT CONCRETE SURFACE COURSE , TYPE S9 . 5C , C 2 AT AN AVERAGE RATE OF 168 LBS . PER SQ . YD . PER 1 1/2 DEPTH . TO R 2 CONCRETE EXPRESSWAY GUTTER BE PLACED IN TWO LAYERS . PROP . VAR . DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9 . 5C C3 AT AN AVERAGE RATE OF 112 LBS . PER SQ . YD . PER 1 " DEPTH . TO ' R 3 6 " MOUNTABLE CONCRETE ISLAND . ( SEE DETAIL SEE SHEET 2 - H ) BE PLACED IN LAYERS NOT TO EXCEED 11/2 " IN DEPTH . PROP . APPROX . 4 " ASPHALT CONCRETE INTERMEDIATE COURSE D 1 T EARTH MATERIAL . TYPE I19 . 00 , AT AN AVERAGE RATE OF 456 LBS . PER SQ . YD . - PROP . VAR . DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE , D 2 TYPE I19 . 00 , AT AN AVERAGE RATE OF 114 LBS . PER SQ . YD . PER 1 " U EXISTING PAVEMENT . DEPTH , TO BE PLACED IN LAYERS NOT LESS THAN 2 %2 ►► IN DEPTH OR - GREATER THAN 4 " IN DEPTH . PROP . APPROX . 4 " ASPHALT CONCRETE BASE COURSE TYPE B25 . 00 ►► %2 DEPTH . II AT AN AVERAGE RATE OF 456 LBS . PER SQ . YD . PROP . VAR . DEPTH ASPHALT CONCRETE BASE COURSE , TYPE B25 . 00 , E 2 AT AN AVERAGE RATE OF 114 LBS . PER SQ . YD . PER 1 " DEPTH . TO W WEDGING OF EXISTING PAVEMENT ( SEE WEDGING DETAIL ) - BE PLACED IN LAYERS NOT LESS THAN 3 " IN DEPTH OR GREATER - THAN 5 / " IN DEPTH . NOTE : PAVEMENT EDGE SLOPES ARE 1 : 1 UNLESS SHOWN OTHERWISE . ct D2 C3 C3 D2 E2 E2 CD I (n 2 � " II 0 _ _ - - - - - U 1/2 - - - _ - - - MIN . - - - - 3 „ MIN . I --- 3 O� MIN . MIN . Detail Showing Method of Wed ingcom oo�o N3 � DQ CV_� 00 CV—E m Z (n LLJ �> L� ON 0 PROJECT REFERENCE NO. SHEET NO. 0 TYPICAL SECTION NO. 1 W-5708G 2-A RAW SHEET NO. -Ll- STA. 164 + 90 TO 169 + 17 01 % . .A R �4 " �s s i4•:9�. -9 — 1 SEAL ! ' 26930 US 401 WB US 401 EB DocuSigned by: G�c& S. pP o.O oz/07/2022 33D47B5FD78F4A8. '�� ,, DIVISION PROJECT ENGINEER PAVEMENT SCHEDULE ! 0' TO 12' ! 4.0' ! REMOVE EXIST 8'0' ! 1 ►► PAVEMENT SHLDR MILL UP TO THE EDGELINE I C 1 1 /2 S 9 ■ 5 C C1 o I I I I I _ 002TYP.0.02 TYP. 0.02 TYP_ I !, 002 TYP. - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - C2 3 " S9 . 5C - - - - - - - - - - - - - - - - - — — — — — — — —_ - - - - - - - - - - - - - - - - - - - - - — — — — -i vi i ! I C3 VAR . S9 . 5C I I D1 4 " I19 . 00 D2 VAR . 119 . OC TYPICAL SECTION NO. 2 I I I -Ll- STA. 169 + 17.00 TO 169 + 35 .00 El 4 " B25 . 00 L I - US 401 WB US 401 EB E2 VAR . 625 . OC R1 5 " MCI ( KI ) VAR. 64.1' TO 4.8' I I I j 4.0, VAR 24.6' To 4.0' 4.0 ! R2 EXPWAY GUTTER iMILL UP TO THE EDGELINE I I CL C1 C2 R' ! C1 ! R3 6 " MNTABLE . ISL 0.02 TYP. I 0.02 TYP. x w I Dl x � 0.02 TYP. I w X 0.02 TYP. w _ - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -!- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\\_\ - - - - - - - I - - - - - - - - - - - - - - v� v� T_ EARTH MATERIAL -i- " i u- I u- T E1 -- u_ I I I I I I i I I U_ EXIST . PAVEMENT I I I I I I I ! I V1 1 %2 ►' MILLING TYPICAL SECTION NO. 3 W VAR . WEDGING -Ll- STA. 169 + 35 .00 TO 170 + 25 .00 NOTE; PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE, L I US 401 WB US 401 EB I I of 1 I I I I I of o . 37.0' 16.0' I I i 4.0 4 0� ! VAR. 0.0' TO 17.0' 4.01 MILL UP TO THE EDGELINE MILL UP TO THE EDGELINE I o - -Cl Rl C1 I•'I Rl C1 C1 o N 0.02 TYP. 0.02 L x 0-.0-2- TYP. Y-P. . II 0.02 .02- -T Y-P. - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -\- - - - - - - - - - - - - - - - - - - - - - - - I \- — — — — — — — - - - - - — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - _ — _ _ - - - - - — - — — - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -� 4 o - - - - - - - - - - - - — — — — - - I- - - - - - - - - - - - - - - - - - - - _ Vl Vl Vl u u u I U�> _ u - c, , N3o 33< i ISLAND BEGINS 00 i STA. 169 + 79.00 oi � oio PROJECT REFERENCE NO. SHEET NO. W-5708G 2—B col TYPICAL SECTION NO. 4 VA( SHEET NO. Ll STA. 170 + 2 5 .00 TO 170 + 6 7.41 • ' • ' SEAL ! ' _ L I 26930 o, C ��5 o DocuSigned by: ,�� ;'�G US 401 WB US 401 EB E33D47B5FD78F4A8... '> s. DW"i ..,; •$. Q;,,..* 02/07/2022 11 111� DIVISION PROJECT ENGINEER I I I I I I VAR. 0.0' iTO 28.6' PAVEMENT SCHEDULE 4.0' ! 4•0' I 1 rr 1 ! VAR. o.o TO 17.0 ! Cl 1 /2 S 9 . 5 C MILL UP TO THE EDGELINE a- a MILL UP TO THE EDGELINE I I o Cl o C2 I Rl ° C1 0 1 w W I Dl 57< W N 0.02 TYP. 1 0.02 TYP. w - 0.02 TYP. 1 0.02 TYP. C 2 3 " S 9 . 5 C - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - W _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` _ _I_ I u- I u_ Vl T E1 �l u_ ! u_ C 3 VAR . S 9 . 5 C I i I I I D1 4 " I19 . 00 I I I D2 VAR . I 1 9 . OC TYPICAL SECTION NO. 5 E1 4 " B25 . 00 —Ll— STA. 170 + 67.41 TO 174 + 00.00 E2 VAR . B25 . OC US 401 WB L I - US 401 EB VAR. 9.7' TO 17.8' TO STA. 174 + 00.00 R 1 5 " MCI ( K I ) VAR. 17.8' TO 0.0' TO STA. 176 +21.15 END MILLING 170 + 70 R2 EXPWAY GUTTER I I 4.0' 4.0' 1 I I MILL UP TO THE EDGELINE I I 1 MILL UP TO THE EDGELINE R 3 6 " M N T A B L E . I S L 1 LOU Cl C2 LI Cl o I X 0.02 TYP. I 0.02 TYP. 1 0.02 TYP. W _ D1 I X 0.02 TYP. W '� - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - VAR' — BAR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -!- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T- - - - _ � _ - - � EARTH MATERIAL U_ U_ Vl E1 T _j— Vl U- I U I 1 U_ EXIST . PAVEMENT I I I I I I V1 1 %2 ►► MILLING I I I W VAR . WEDGING I I I I I Lh NOTE; PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE, I I I I 01 0 3 i 0 0 0 7D--i 4F-- c0 �N 003 c, LD C�3 � aD Q N� 00 N-c ON PROJECT REFERENCE NO. SHEET NO. TYPICAL SECTION NO. 6 W-5708G 2-C R/W SHEET NO. -Ll- STA. 182 + 64.24 TO 184 + 00.00 CA R01 s s io�,•:9�. SEAL ! ' 1 26930 " US 401 WB US 401 EB US 401 EB I DocuSigned by: ,�� '';'�G I NE�`�''� 4�" E433D47B5FD78F4A8 111,1110 DIVISION PROJECT ENGINEER VAR. 8.0' VAR. 0.0' TO 14.5' PAVEMENT SCHEDULE I I 4.0 " I MILL UP TO THE EDGELINE C1 1 /2 S9 . 5C C2 o Cl o ! D1 N 0.02 TYP. I 0.02 TYP. I 4.1 VAR. w W - 0.02 TYP. I 0.02 TYP. - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C2 3 ►► S9 5C - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - -`- - - - V1 I T I E1 U_ u I u i ! i C3 VAR . S9 . 5C ! D1 4 " I19 . 00 D2 VAR . I 1 9 . OC TYPICAL SECTION NO. 7 I I I -Ll- STA. 184 + 00.00 TO 188 + 81 .00 E 1 4 " B 2 5 . O C US 401 WB 1 US 401 EB E2 VAR . B25 . 00 VAR. 14.5' TO 21.7' STA. 182 + 64.00 TO 184 + 85.00 BEGIN EXP. VAR 21.7' TO 10.8' STA. 184 + 85.00 TO 188 + 60.00 GUTTER R1 5 " MCI ( KI ) 184 + 40.00 I 4.0' 182 + 64.00 TO 184 + 63.00 j VAR. 4.0' TO 14.5' 184 + 63. 0 VAR. 2,0 TO 188 + 60.00 401 i R2 EXPWAY GUTTER EL 4.0' I O MILL UP TO THE EDGELINE Iw I a JC2 y f- cl C2 R2 i D1 W cl R, cl ; R 3 6 " M N T A B L E . I S L MATCH MATCH EXI T. VAR. X 0.02 TYP. I 0.02 TYP. w EXIST. VAR' w _ _ _ I VAR. i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - I T EARTH MATERIAL u uDI -j V1 u V1 u - E1 j T i BEGIN ISLAND TAPER 0.0 TO 4.0 j 188 + 60 U_ EXIST . PAVEMENT 184 + 00 TO 184 + 40 I V1 1 %2 ►' MILLING TYPICAL SECTION NO. 8 W VAR . WEDGING -Ll- STA. 188 + 81 .00 TO 189 + 15 .00 J Q - I - NOTE; PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE, L� V d US 401 WB US 401 EB I I Ei Z ~ �i _ VAR. 2 0.0' TO 2 8.0' V O j END ISLAND CL m j STA. 189 + 06 16.0' Q ! 16.3' TO STA. .188 + 90.02 TJ VAR. 16.3' TO 10.0' TO Lu ! 4.0' 4'0 STA 189 + O6g0 4.0 s W CieI MILL UP TO THE EDGELINE . . 4.0 , j V) 0 i 1 MILL UP TO THE EDGELINE LL W I Rl C2 C1 o C2 w Lu R1 , F 0.02 TYP. 0.02 TYP. W I Dl w VAR. I VAR. ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - u u Vi V1 u i u T El u i N :T< oc T) e L ro ory PROJECT REFERENCE NO. SHEET NO. W-5708G 2-D TYPICAL SECTION NO. 9 IM SHEET NO. -Ll-I STA.189 + 15 .00 TO 189 + 65 .00 I I � � 9 _ = SEAL O a — L 1 26930 U DocuSigned by: ,�� •• G NE �� 0 � US 401 WB US 401 EB G S. D, ,:G S. o;,.., 02,07,2022 Z � 33D47B5FD78F4A8... DIVISION PROJECT ENGINEER J VAR. 2 8' TO 6.5' VO PAVEMENT SCHEDULE FL C13 w I MILL UP TO THE EDGELINE 4•0 I VAR• 4.0' TO 36.0' 4�0 I C 1 1 j2 ►► S 9 . 5 C N 0 ~O I MILL UP TD THE EDGELINE L I N Cl C2 0 W Dl I I C2 I w I 0.02 TYP. 0.02 TYP. X I �Djl X VAR. I VAR. C 2 3 ►► S 9 ■ 5 C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - I- - - - - - - - - - vi T El ' u I C3 VAR . S9 . 5C I I I I D1 4 I19 . 00 I I I • TYPICAL SECTION NO. 10 D2 VAR . I 1 9 . OC -Ll- STA. 187 + 19 .54 TO 189 + 53 .34 — � 1 E1 4 " B25 ■ OC WB BULB — OUT US 401 WB E2 VAR . B25 ■ OC ! VAR. 0.00' TO 30.5' TO STA. 189 +10.00 I rr VAR. 8.0' VAR 30.5' TO 0.0' TO STA. 189 + 53.34 i R 1 5 MCI ( K I ) 4.0' MILL UP TO THE EDGELINE C2 o C1 0 ! ! R2 EXPWAY GUTTER Lu N D1 w w 0.02 TYP. 0.02 TYP. I p�R SEE - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - v G1\0NS VAR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — ! R3 Err MNTABLE . ISL vi EXIST. GROUND E1 T_ EARTH MATERIAL I I I I I I I U_ EXIST . PAVEMENT V1 1 /2 MILLING W VAR . WEDGING I I I I I I I I I s r: s T<L (Ni y 0 (\i U) y i / U OIL PROJECT REFERENCE NO. SHEET NO. TYPICAL SECTION NO. 11 W-5708G 2—E R/W SHEET NO. -L2- STA. 224 + 87 TO 229 + 17.00 01 I I I -9 • SEAL ! ' 2L — US26930 401 WB e %ice ••,FA G C �NEc��;'• ��;US 401 EB DocuSi nedv:b ,,'• e'Y " ,..� G I I I �.c& g, D P �O\5,,� 02/07/2022 33D4765FD78F4A8... DIVISION PROJECT ENGINEER PAVEMENT SCHEDULE ! 0' TO 12' ! 4.0' REMOVE EXIST 8•0' ! 1 ►► ! PAVEMENT SHLDR MILL UP TO THE EDGELINE I Cl 1 /2 S �J 5 C ! C1 ° I X 0.02 TYP.TYP. 0.02 TYP_ I I 0.02 TYP. - - - - - - - - - - ` - - - - - , - - - - - - - - - - - - - --- - - - - - - - - - - - -- - - - - - - - - - - - - - - ` C23 ► S9 . 5C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - U - - - - - - - - - - - - - - - V1 U U i ! I C3 VAR . S9 . 5C i I I ! D1 4 rr I 1 9 . OC ! D2 VAR . 119 . OC TYPICAL SECTION NO. 12 I I I -L2- STA. 229 + 17.00 TO 229 + 69 .94 El 4 " B25 . 00 - L2 US 401 WB US 401 EB E2 VAR . B25 . OC . R1 5 " MCI ( KI ) I 37.0' TO 229 + 35.00 2.0' I I i ISLAND ! R2 EXPWAY GUTTER I I - 4•0 VAR. TO 4.0 CUT 20 4.0 TO STA. 229 + 69.94 END ISLAND STA. 229 +42.79 I I I i MILL UP TO THE EDGELINE I MILL UP TO THE EDGELINE I o C1 Cl I Cl - - - - - - - - - - - - — — — - - - - w Cl o — - - -- - - - - - - - - - - - - -!iI - - - - - - - - - - - - - - - - - - - - - - - - - - - ` R3 6r MNTABLE . ISL 0.02 x0.02 TYP. 0.02 TYP. 0.02. W- - - - - - - - - - - r — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - -! - - - - - - - - - - - - - -v - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - I T- EARTH MATERIAL /� Vlvi U U i I I U_ EXIST . PAVEMENT I I I I I V1 1 %2 ►r MILLING TYPICAL SECTION NO. 13 W VAR . WEDGING -L2- STA. 229 + 69.94 TO 229 + 91 .30 - L2 - US 401 WB US 401 EB I I I 16.0' j VAR. 0.0' TO 16.5' ISLAND BEGINS j / ! j STA. 229 + 79 i 4.0 4.0' s I I I MILL UP TO THE EDGELINE I MILL UP TO THE EDGELINE / I o Rl Cl •II— — — R2 4 a 4..9:. . Cl Cl o 0.02 TYP. x 0.0.02 02 TYP. . IIII 0.02 — —T Y—P_ . - — — — — — — — — — — — — — — —r — — — — — — — — — — — — — — vy- — — - - - - I - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . co - - - - - - - - i - — — — — — - - - - - - - - - - - - -- - - - - - - - - -i - - - - - - - - Vl Vl Vl U I U�> _ I I of-- , N3� S< 00 N� Lip oN PROJECT REFERENCE NO. SHEET NO. W-5708G 2-F col TYPICAL SECTION NO. 14 VA( SHEET NO. L2- STA. 229 + 91 .30 TO 230 + 44.00 SEAL ! ' 26930 U - ' L2 9 Y: �'., F G S 4 1 W B DocuSi ned b , •C,� ,\ , S 1 E B G S. ,;z �'G' ' DPI 0� 02/07/2022 33o47e5FD78F4n8... DIVISION PROJECT ENGINEER I I I I I I VAR. 0.040 29.3' PAVEMENT SCHEDULE 4.0' 4.0' I 1 ►► 1 4.0' 16.0' VAR. 16.5' TO 16.9 Cl 1 2 S 9 . 5 C MILL UP TO THE EDGELINE I a MILL UP TO THE EDGELINE 1 O Cl O C2 I ° C1 0 1 w Lu R1 R2 N o I 0.02 TYP. 1 0.02 TYP. X X I Dl W X 0.02 TYP. 1 0.02 TYP. C2 3 " S 9 . 5 C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ _ - - - - - - - - - - - - - - - - - 1 u_ I u_ vi ISLAND ENDS T !- E1 vi u_ u_ C3 VAR . S 9 . 5 C 1 - STA. 230 + 25.00 I I i I I I D1 4 " I19 . 00 i I I I D2 VAR . I 1 9 . OC TYPICAL SECTION NO. 15 E1 4 " B25 . 00 -L2- STA. 230 + 44.00 TO 238 + 19.49 - L2 - E2 VAR . B25 . 00 US 401 WB US 401 EB I I I VAR. 10.25' TO 22.2' TO STA. 236 + 00.00 I R 1 5 MCI ( K I ) VAR. 22.2' TO 0.0' TO STA. 238 + 19.49 I I I I I I i I 1 R2 EXPWAY GUTTER .0' T I I I MILL UP TO THE EDGELINE 15' I I clo C2 i i R3 6 " MNTABLE . ISL to , 0.02 TYP. w w D1 I 0.02 TYP. I _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0_02 TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.02-TYP- - - - - V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T EARTH MATERIAL u- i u vl E1 -i- T u- 1 u I 1 U_ EXIST . PAVEMENT I I I I I I V1 1 %2 ►► MILLING W VAR . WEDGING TYPICAL SECTION NO. 16 - I I I -L2- STA. 238 + 19.49 TO 245 + 80.95 J NOTE; PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE, O Q rIU - L2 - CL US 401 WB US 401 EB d �i Z JF VAR. 0.0' TO 21' TO STA. 242 +10.00 V O VAR. 21' TO 10.5' TO STA. 245 + 80.95 FL m J I �r m 1 VAR. 4.0 TO MY � w I ! 4.0' I N O 1 I MILL UP TO THE EDGELINELL 1 1 C2 o C1 Rl O I ! D1 X X 0.02 TYP. I - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - TYP. - - - - - - - - - - - - - - ` 0.02 TYP. 1 0.02 TYP. 1 ` - - - - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - V 1- - - - - - - - AR= up,R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Jv - - - - - i - - - - - - - - - - - - - - 1 - - o� U I U T V1 1 E1 U_ u ISLAND BEGINS (\11< 1 STA. 245 + 60.00 (Nd y o c c\i , o 0 ro ' ry PROJECT REFERENCE NO. SHEET NO. W-5708G 2-G R/W SHEET NO. TYPICAL SECTION NO. 17 ,,,,�o��,CA R 0l -L2- STA. 245 + 80.95 TO 246 + 05 .95 ��°��ss Q Q '.�� SEAL N U 26930 . CL DocuSigned by: ,�j �';�IG I NE � �4�- 0 >_ L2 - 4q 5. D"�4 02/07/2022 Z ~ S 401 WB 33D47B5FD78F4A8... 111,1110 DIVISION PROJECT ENGINEER J QD Um PAVEMENT SCHEDULE J VAR. 29.5 I TO 2 9.3 w 17.3' TO STA. 245 + 90.00 I rr N ! 4.0' VAR. 17.3' TO 0.0' TO 1 VAR. 4.0 TO 14.1 j C 1 1 %2 S 9 . 5 C 0 I STA. 246 + 05.05 6•0 4.0 4.0 U- MILL UP TO THE EDGELINE F I C1 MILL UP TO THE EDGELINE CL o Cl o Rl I C2 ° Rl ! C 2 3 I I S 9 . 5 C 0.02 TYP. I 0.02 TYP. X X I D1 X X 0.02 TYP. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0_02 TYP.- - - - - - - - - - - - - -, W W W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - `- - - - - - - - -! - - - - - - - - - _ - - - - - - - - - - - - - - - - - I - - - - - - - vl - - - - - I - - - - - - - - - - - -vl I - - - - - - - - - - - - - - - C3 VAR . S9 . 5C U- ! u- E1 T E1 u- ! u- I I I ! I I I I D1 4 rr I 1 9 . OC I D2 VAR . I 1 9 . OC TYPICAL SECTION NO. 18 E1 4 " B25 . 00 I I I -L2- STA. 246 + 05 .95 TO 247 + 11 .87 Q 0 E2 VAR . B25 . 00 NU � � 401 2 - 0 US WB US 401 EB Z R1 5 MCI ( KI ) F- Q VAR. 2 9.3'.TO 0.0' Um R2 EXPWAY GUTTER CL J ! VAR. 0.0' TO 18.0' VAR. 4.0 TO 17.5' m I ISLAND BEGINS AT STA. I VAR. 12.0' TO 21.75" Lu I 4.0 ISLAND ! R3 6 " MNTABLE . ISL MILL UP TO THE EDGELINE V) 0 I CUT MILL UP TO THE EDGELINE o C1 o Rl C2 Rl C2 Lu Cl o 0.02 TYP. I 0.02 TYP. X X D1 Dl X X 0.02 TYP. I 0.02 TYP. T_ EARTH MATERIAL - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I v� - - - -i- - - - vi u j u_ U EXIST . PAVEMENT u- ! u- E1 T E1 T - j _ _ I I I I I I I I I I V1 1 %2 ►r MILLING I W VAR . WEDGING TYPICAL SECTION NO. 19 -L2- STA. 247 + 11 .87 TO 248 + 26 .82 NOTE; PAVEMENT EDGE SLOPES ARE 1 :1 UNLESS SHOWN OTHERWISE, I I US 401 WB - L2 US 401 EB 0 ED 46' Q , � Q j I I � I I � I MILL UP TO THE EDGELINE MILL UP TO THE EDGELINE - - - - - -I- - - - - C1 II Cl O C10 X0.02 TYP. 0.02 TYP. X 0.02 TYP. , 0.02 TYP.W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �. - - - - - - - - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - c I 300 u I u vi I vi ! u Lo -- -- -- N3� j I U- 00� LL_0 oN c PROJECT REFERENCE NO. SHEET NO. W-5708G 2-H co TYPICAL SECTION NO. 20 RAW SHEET NO. —L2— STA. 244 + 19 .25 TO 246 + 53 . 79 ��`AR SEAL 2 — 26930 Doc Signed by: WB BULB - OUT US 401 WB G�s. z 02,07,2022 33D4765FD78F4A8... Ali It' DIVISION PROJECT ENGINEER I PAVEMENT SCHEDULE VAR. 0.00' TO 32.0' TO STA. 246 +10.00 j I VAR. 8.0' VAR 32.0' TO 0.0' TO STA. 246 +53.79 j 4.0' i ; C1 11/2 ►► S9 . 5C MILL UP TO THE EDGELINE I C2 o C1Lu I I D1 X x 0.02 TYP. 0.02 TYP. I C 2 3 �� S 9 . 5 C I - 4. � 0.08 - - - - - - - - - - - - - - - - - - - - - - - - -i - - - - - - - - - - - - - - - _ — T - - - - T vi C3 VAR . S9 . 5C � E1 EXIST. GROUND I D1 4 " I19 . 00 i I D2 VAR . I 1 9 . OC TYPICAL SECTION NO. 21 E1 4 " B25 . 00 —Y4— STA. 10 + 64 TO 14 + 5 8 E2 VAR . B25 . 00 - Y4 - ( SR 1413 ) R1 5 " MCI ( KI ) R2 EXPWAY GUTTER VAR. 22.0' To 100.00' R3 6 " M N TABLE . I S L VAR. 3.0' TO 23.65" C1 Rl 0.02 TYP. 0.02 TYP. EARTH MATERIAL '' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — vl ; vl U EXIST . PAVEMENT CONCRETE MOUNTABLE ISLAND DETAIL (R3) V1 1 /2 " MILLIN G W VAR . WEDGING VAR. O SEE DETAIL A SEE DETAIL A O PROP. RESURFACED\NEW PAVEMENT %2" EXPANSION JOINT MID PT. %2" EXPANSION JOINT PROP. RESURFACED\NEW PAVEMENT v; 0.08 FT/FT / 0.08 FT/FT PROP. CONC. MOUNTABLE ISLAND P ROP. CONC. MOUNTABLE ISLAND a ED L_ 1 EXISTING PAVEMENT\NEW EXISTING PAVEMENT\NEW 3 r r — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — D_ 412" BELOW PROPOSED RESURFACE\NEW PAVEMENT 41/2" BELOW PROPOSED RESURFACED\NEW PAVEMENT += u Q Lo O �2 n 1/n (n j > 1/8" RADIUS > %8" RADIUS GROOVED JOINTS 1/2" DEEP AT 10' INTERVALS U) BETWEEN EXPANSION JOINTS. FILL THE TOP %2" OL OF EXPANSION JOINTS WITH JOINT SEALER. o SAW CUT ASPHALT SURFACE AND INTERMEDIATE COURSE JOINT SEALER JOINT SEALER BEFORE PLACING MOUNTABLE MEDIAN JOINT FILLER N3 SHOWING EXPANSION JOINT SHOWING GROOVED JOINT N(DQ DETAIL - A PART LONGITUDINAL SECTIONS OF CONCRETE MEDIAN NO 00 N� m/ W-0 L i ON PROJECT REFERENCE NO. SHEET NO. W-5708G 2-1 CORRUGATED ISLAND SEE STD . DWG . NO . 720 . 01 CORRUGATED ISLAND 10' -0"TRANSITION B � FOR CORRUGATION DIMENSIONS — SEE a SEE STD . DWG . ° NO . 72 0 . 01 FOR CORRUGATION DIMENSIONS IONS N ° ° ° ° ° ° o ° ° ° ° o ° ° ° a °° a ° ° ASPHALT PAVEMENT (SEE TYPICAL SECTIONS FOR PAV'T . DESIGN ) 4' CONCRETE 4' CONCRETE ISLAND ISLAND SECTION B - B B � C � TOP VIEW SEE STD . DWG . 852 . 01 FOR DIMENSIONS OF CONCRETE ISLAND KEYED- IN CONCRETE ISLAND _ ° ° ° ° ° ° ° ° °° ° °°°PAY LIMITS ° ° ° ° ° ° ° ° o o ° ° O _oQ ° ° ° ° ° ° a 1 rr STANDARD CONCRETE 10' -0" _ n 15' -0" 10' - 0" STANDARD CONCRETE ISLAND (SEE STD . DWG . 852 . 01 ) TRANSITION (SEE ROADWAY PLANS) TRANSITION �r ISLAND (SEE STD . DWG . 852 . 01 ) ASPHALT PAVEMENT (SEE TYPICAL SECTIONS FOR PAV'T . DESIGN ) SEE SIGNING PLANS AND TOP OF CONCRETE ISLAND STANDARDS FOR INSTALLATION SECTION C - C OF EMERGENCY ACCESS ONLY SIGNS . ° � o ° ° ° ° r ° ° ° ° ° °° ° ° ° ° ° ° ° ° D ° °° 0° ° ° ° ° ° ° ° ° ° a°O° ° O° O ° ° ° ° °° °a° ° ° ° ° O ° Q ° °° ° °° ° C ° ° ° °° °° e ° ° ° ° ° ° ° ° ° O ° ° ° °° ° A q. o • °o • ° ° ° ° ° ° ° ° ° ° ° FINISHED GRADE T OF 6" ASPHALT PAVEMENT SECTION A - A 0_, IIrirrt# utni **** Af ##i DETAILEMERGENCY VEHICLE ACCESS � #° � OF � SEAL U `yam ## D N NOTES : DocuSigned by: C' 1,� �" 0��bt 107/2022 REFER TO SECTION 852 OF STANDARD SPECIFICATIONS FOR CONCRETE ISLANDS ■ F81 B6038A47A442 r7 L REFER TO STANDARD DRAWING 852 . 01 FOR CONTRACTION/ EXPANSION JOINTS . �, CONTRACT STANDARDS & DEVELOPMENT UNIT �J STANDARDS AND SPECIAL DESIGN PLACE W6xW6 REINFORCING WIRE MESH IN THE BOTTOM 3RD OF THE EMERGENCY Office 919-250-4128 FAX 919-250-4119 �N VEHICLE ACCESS PORTION OF THE CONCRETE ISLAND THAT MEETS SECTION 1070 co THE STANDARD SPECIFICATIONS . EMERGENCY VEHICLE ACCESS m� N3� FOR CONCRETE ISLAND N �a o� N 0, ORIGINAL BY : E.E. WARD DATE : 12-99 MODIFIED BY : T.S.SPELL DATE : 12-05 i o CHECKED BY: nbritt\metric\murban\u361D3b_eErgency access.dgn ON M FILE SPEC. : PROJECT NO. SHEET NO. TOTAL NO. 44854.3.7(W-5708G) 3 SUMMARY OF QUANTITIES 0043000000-N 0057000000-E 0195000000-E 0196000000-E 0318000000-E 0320000000-E 0448200000-E 0448300000-E 0450000000-E 1220000000-E 1297000000-E 1491000000-E 1503000000-E 1523000000-E 1575000000-E 2000000000-N 2253000000-E 2286000000-N 2308000000-E PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO LANES LANE FINAL SURFACE WARM MIX LENGTH WIDTH GRADING UNDERCUT EXCAVATION SELECT GRANULAR MATERIAL GEOTEXTILE FOR SOIL FOUNDATION FOUNDATION 15"RC PIPE CULVERT, 18"RC PIPE CULVERT, 12"RC PIPE CULVERTS, INCIDENTAL STONE 1.5"MILLING BASE COURSE,B25.00 INTERMEDIATE SURFACE COURSE, ASPHALT BINDER FOR RIGHT OF WAY PIPE COLLAR MASONRY DRAINAGE MASONRY DRAINAGE TYPE TESTING ASPHALT STABILIZATION CONDITIONING CONDITIONING CLASS IV CLASS IV CLASS V BASE COURSE,119.00 S9.5C PLANT MIX MARKERS STRUCTURE STRUCTURE(LF) REQUIRED REQUIRED MATERIAL,MINOR GEOTEXTILE STRUCTURES MI FT LS CY CY SY TON SY LF LF LF TONS SY TONS TONS TONS TONS EA CY EA LF REDUCED CONFLICT INTERSECTION IMPROVEMENTS AT SR 1411(N PARKER CH RD)AND SR 1413(PITTMAN GROVE 44854.3.7(W-5708G) Hoke 1 US 401 CH.RD.) 1-21 2 MD NO NO 0.5 48 1 600 600 1,000 160 550 1,590 34 38 100 6,200 1,445 1,355 1,360 212 8 0.8930 18 2.90 TOTAL FOR MAP NO.1 0.5 1 600 600 1,000 160 550 1,590 34 38 100 6,200 1,445 1,355 1,360 212 8 0.8930 18 2.90 TOTAL FOR PROJ NO.44854.3.7(W-5708G)) 0.5 1 600 600 1,000 160 550 1,590 34 38 100 6,200 1,445 1,355 1,360 212 8 0.8930 18 2.90 GRAND TOTAL 0.5 1 600 600 1,000 160 550 1,590 34 38 100 6,200 1,445 1,355 1,360 212 8 0.8930 18 2.90 2364000000-N 2364200000-N 2365000000-N 2366000000-N 2396000000-N 2407000000-N 2577000000-E 2655000000-E 2739000000-E 2759000000-N 2815000000-N 2830000000-N 5255000000-N 6009000000-E 6012000000-E 6015000000-E 6030000000-E 6036000000-E 6038000000-E PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO LANES LANE FINAL SURFACE WARM MIX LENGTH WIDTH FRAME WITH TWO FRAME WITH TWO FRAME WITH TWO GRATES, FRAME WITH TWO GRATES, FRAME WITH MH STEEL FRAME WITH CONCRETE EXPRESSWAY 5"MONOLITHIC GENERIC PAVING ITEM- GENERIC PAVING ITEM- ADJUSTMENT OF DROP ADJUSTMENT OF PORTABLE LIGHTING EROSION CONTROL SEDIMENT CONTROL TEMPORARY SILT EXCAVATION MATTING(EROSION PERMANENT SOIL TYPE TESTING ASPHALT GRATES,STD 840.16 GRATES,STD 840.20 STD 840.22 STD 840.24 COVER,STD 840.54 TWO GRATES, STD. GUTTER CONCRETE ISLANDS(KEYED 6"CONCRETE EMERGENCY VEHICLE INLET MANHOLE STONE,CLASS B STONE MULCHING CONTROL) REINFORCEMENT MAT REQUIRED REQUIRED 840.37 IN) MOUNTABLE ISLAND ACCESS MI FT EA EA EA EA EA EA LF SY SY EA EA EA LS TON TON ACR CY SY SY REDUCED CONFLICT INTERSECTION IMPROVEMENTS AT SR 1411(N PARKER CH RD)AND SR 1413(PITTMAN GROVE 44854.3.7(W-5708G) Hoke 1 US 401 CH.RD.) 1-21 2 MD NO NO 0.5 48 2 6 3 2 2 6 445 1,110 120 1 1 1 1 35 110 2.65 115 3,300 560 TOTAL FOR MAP NO.1 0.5 2 6 3 2 2 6 445 1,110 120 1 1 1 1 35 110 2.65 115 3,300 560 TOTAL FOR PROJ NO.44854.3.7(W-5708G)) 0.5 2 6 3 2 2 6 445 1,110 120 1 1 1 1 35 110 2.65 115 3,300 560 GRAND TOTAL 0.5 2 6 3 2 2 6 445 1,110 120 1 1 1 1 35 110 2.65 115 3,300 560 6042000000-E 6071010000-E 6071020000-E 6084000000-E 6090000000-E 6093000000-E 6108000000-E 6114500000-N 6117000000-N 6117500000-N 7060000000-E 7120000000-E 7132000000-E 7279000000-E 7300000000-E 7300000000-E 7301000000-E 7301000000-E 7324000000-N PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO LANES LANE FINAL SURFACE WARM MIX LENGTH WIDTH 1/4"HARDWARE WATTLE POLYACRYLAMIDE(PAM) SEED&MULCHING SEED FOR REPAIR FERTILIZER FOR REPAIR FERTILIZER TOPDRESSING SPECIALIZED HAND RESPONSE FOR CONCRETE WASHOUT SIGNAL CABLE VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD TRACER WIRE UNPAVED TRENCHING(1 UNPAVED TENCHING DIRECTIONAL DRILL DIRECTIONAL DRILL(2 JUNCTION BOX(STANDARD TYPE TESTING ASPHALT CLOTH SEEDING SEEDING MOWING EROSION CONTROL STRUCTURE (12",3 SECTION) (12",4 SECTION) CONDUIT,2") (2 CONDUIT,2 INCH) (1 CONDUIT,2 INCH) CONDUIT,2 INCH) SIZE) REQUIRED REQUIRED MI FT LF LF LB AC LB TON TON MHR EA EA LF EA EA LF LF LF LF LF EA REDUCED CONFLICT INTERSECTION IMPROVEMENTS AT SR 1411(N PARKER CH RD)AND SR 1413(PITTMAN GROVE 44854.3.7(W-5708G) I Hoke 1 1 1 US 401 CH.RD.) 1-21 2 MD NO NO 0.5 48 500 400 50 2.65 100 0.50 4.00 15 40 2 1,500 12 8 19,925 2,125 18,080 725 1,745 22 TOTAL FOR MAP NO.1 0.5 500 400 50 2.65 100 0.50 4.00 15 40 2 1,500 12 8 19,925 2,125 18,080 725 :f 1,745 22 TOTAL FOR PROJ NO.44854.3.7(W-5708G)) 0.5 500 400 50 2.65 100 0.50 4.00 15 40 2 1,500 12 8 19,925 2,125 18,080 725 1,745 22 GRAND TOTAL 0.5 500 400 50 2.65 100 0.50 4.00 15 40 2 1,500 12 8 19,925 2,125 18,080 725 1,745 22 7348000000-N 7444000000-E 7456000000-E 7516000000-E 7528000000-E 7540000000-N 7552000000-N 7588000000-N 7613000000-N 7614100000-E 7631000000-N 7636000000-N 7642200000-N 7684000000-N 7744000000-N 7756000000-N 7901000000-N 7980000000-N 7980000000-N PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO LANES LANE FINAL SURFACE WARM MIX LENGTH WIDTH JUNCTION BOX INDUCTIVE LOOP SAWCUT LEAD-IN CABLE(14-2 PAIR) COMMUNICATIONS CABLE DROP CABLE SPLICE ENCLOSURE INTERCONNECT CENTER METAL POLE WITH SINGLE SOIL TEST DRILLED PIER MAST ARM WITH SIGN FOR SIGNALS TYPE II PEDESTAL WITH SIGNAL CABINET DETECTOR CARD(TYPE CONTROLLER WITH CABINET BASE GENERIC SIGNAL ITEM- GENERIC SIGNAL ITEM- TYPE TESTING ASPHALT (OVERSIZED,HEAVY (24 FIBER) MAST ARM FOUNDATION METAL POLE DESIGN FOUNDATION FOUNDATION 170) CABINET(TYPE 2070L, EXTENDER ETHERNET EDGE SWITCH REMOVE 900 MHZ RADIO REQUIRED REQUIRED DUTY) BASE MOUNTED) MI FT EA LF LF LF LF EA EA EA EA CY EA EA EA EA EA EA EA EA EA REDUCED CONFLICT INTERSECTION IMPROVEMENTS AT SR 1411(N PARKER CH RD)AND SR 1413(PITTMAN GROVE 44854.3.7(W-5708G) Hoke 1 US 401 CH.RD.) 1-21 2 MD NO NO 0.5 48 44 1,250 6,125 19,585 890 9 10 4 4 24 4 12 12 4 10 4 4 10 4 TOTAL FOR MAP NO.1 0.5 44 1,250 6,125 19,585 890 9 10 4 4 24 4 12 12 4 10 4 4 10 4 TOTAL FOR PROJ NO.44854.3.7(W-5708G)) 0.5 44 1,250 6,125 19,585 890 9 10 4 4 24 4 12 12 4 10 4 4 10 4 GRAND TOTAL 0.5 44 1,250 6,125 19,585 890 9 10 4 4 24 4 12 12 4 10 4 4 10 4 PROJECT NO. SHEET NO. TOTAL NO. 44854.3.7 (W-5708G)) 3A THERMOPLASTIC AND PAINT QUANTITIES 4400000000-E 4405000000-E 4410000000-E 4415000000-N 4420000000-N 4430000000-N 4434000000-N 4445000000-E 4455000000-N 4510000000-N 4685000000-E 4695000000-E 4700000000-E PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO LANES LANE LENGTH WIDTH STATIONARY PORTABLE BARRICADE FLASHING PORTABLE DRUMS SEQUENTIAL TYPE III FLAGGER LAW 4" X 90 M WHITE 4" X 90 M 8" X 90 M 12" X 90 M TYPE WORK ZONE WORK ZONE MOUNTED ARROW CHANGEABLE FLASHING BARRICADE ENFORCEMENT THERMO YELLOW WHITE WHITE THERMO SIGN SIGN WORK ZONE BOARD MESSAGE WARNING THERMO THERMO SIGN SIGN LIGHTS MI FT SF SF SF EA EA EA EA LF DAY HR LF LF LF LF REDUCED CONFLICT INTERSECTION IMPROVEMENTS AT SR 1411 (N PARKER CH RD) AND SR 1413 44854.3.7 (W-5708G) Hoke 1 US 401 (PITTMAN GROVE CH. RD.) 1-21 2 MD 0.5 48 224 480 40 2 2 250 26 48 15 40 1,955 5,525 3,285 340 TOTAL FOR MAP NO. 1 1 0.5 224 480 40 2 2 250 26 48 15 40 1,955 5,525 3,285 340 TOTAL FOR PROJ NO. 44854.3.7 (W-5708G)) 0.5 224 480 40 2 2 250 26 48 15 40 1,955 1 5,525 3,285 340 7,480 GRAND TOTAL 0.5 224 480 40 2 2 250 26 48 15 40 1,955 5,525 3,285 340 7,480 4725000000-E 4810000000-E 4820000000-E 4835000000-E 4845000000-N 4875000000-N 4891000000-E 4895000000-N PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO LANES LANE LENGTH WIDTH THERMO LT THERMO U- THERMO RT THERMO STR 4" WHITE 4" YELLOW 8" WHITE 24" WHITE PAINT LT PAINT STR PAINT RT PAINT U-TURN REMOVAL OF GENERIC SNOW SNOW TYPE ARROW 90 TURN ARROW ARROW 90 ARROW 90 M PAINT PAINT PAINT PAINT ARROW ARROW ARROW ARROW PAVEMENT PAVEMENT PLOWABLE PLOWABLE M (90 MILS) M MARKING MARKING ITEM - MARKERS C & MARKERS Y & SYMBOLS & 24" X 90 M R MARKERS Y MARKERS CHARACTERS WHITE THERMO (NON-CAST (NON-CAST IRON) IRON) MI FT EA EA EA EA LF LF LF LF EA EA EA EA EA LF EA EA REDUCED CONFLICT INTERSECTION IMPROVEMENTS AT SR 1411 (N PARKER CH RD) AND SR 1413 44854.3.7 (W-5708G) Hoke 1 US 401 (PITTMAN GROVE CH. RD.) 1-21 2 MD 0.5 48 6 6 6 5 1,955 5,525 3,355 310 6 5 6 6 4 310 165 8 TOTAL FOR MAP NO. 1 1 0.5 6 6 1 6 5 1,955 5,525 3,355 310 6 5 6 6 4 310 165 8 0.5 6 6 6 5 1,955 5,525 3,355 310 6 5 6 6 4 310 165 8 TOTAL FOR PROD N0. 44854.3.7 (W-5708G)) 23 7,480 23 173 GRAND TOTAL 0.5 6 6 6 5 1,955 5,525 3,355 310 6 5 6 6 4 310 165 8 23 7,480 23 173 COMPUTED BY: DDC DATE: 3-10-19 PROJECT NO. SHEET NO. CHECKED BY: GSD DATE: 8-27-2021 W-5708G 3-B STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS SlC]IAMIAKAJUY OF ]EA\R'7C']H[WO]E IK CON CR]ETIE REMOVAL SUMMARY) RY) IN SQUARE YARDS Station Station Uncl. Embank. Borrow Waste SURVEY Station Station LOCATION CONCRETE Excay. +% LINE LT/RT/CL REMOVAL -1-1- 164+80 -1-1- 169+60 67 7 60 -Y4- 10+67 11+58 CL 61.221 -1-1- 170+40 -1-1- 176+40 136 183 47 -1-1- 183+00 -1-1- 189+60 247 1264 1017 -1-2- 224+80 -1-2- 229+00 42 2 40 TOTAL: 61.221 -1-2- 230+00 -1-2- 247+00 496 995 499 SAY: 65 SUBTOTAL 988 2451 1563 100 Waste to replace borrow -100 -100 SUBTOTAL 988 2451 1463 EST. 5% from Borrow Pit 73 GRAND TOTALS: 988 2451 1536 SAY: 990 1540 Contingency Undercut = 600 CY ]P'AMEAKIENT WEAM10\VAML SlU[MMAJR.-Y IN SQUARE YARDS SURVEY Station Station LOCATION ASPHALT LINE LT/RT/CL REMOVAL -L1- 164+90 169+17 RT 326.42 -L2- 224+87 229+14 RT 334.37 TOTAL: 660.79 SAY: 665 COMPUTED BY: DDC DATE: 4/1212019 PROJECT NO. SHEET NO. CHECKED BY: GSDIWGC DATE: 12/612021 NORTH CAROLINA DEPARTMENT OF 'T'RANSPOR'T'A'T'ION W-5708G 3-C DIVISION OF HIGHWAYS Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. LIST OF PIPES, END WALLS", ETC. (FOR PIPES 48 INCHES & UNDER) J J O z ENDWALLS w a w m O ABBREVIATIONS N Z O O Q H Q H li a X Z Z H Z j OU m OU Q O_ STATION z O U DRAINAGE PIPE R.C. PIPE CLASS V R.C. PIPE R.C. PIPE z x Cn FRAME, C N J UOJza U >0 >0 aZ0 oZ0 **a UU Q. C.B.. C 00 ATCH BASIN (RCP,CSP,CAAP, HDPE,or PVC) CLASS III CLASS IV STD.838.01 GRATES,w ww O w "w LU L N AND HOOD 0 ww Fn 838.110R w U N.D.I. NARROW DROP I N L ET o a w oo Q STANDARD a STD.838.80 o o N C M CD. U 00 � DROP INLET840.03 c 00 00 Cn > > i o o (UNLESS 00 o N o D.I. z z N N 00 GRATED DROP INLET NOTED 14: 06QQ N N C G.D.I. N wN (NARROW SLOT)OTHERWISE) LIN. � Nw w w ' } G.D.I(N.S.)o O z U JUNCTION BOX'' O O O '' J.B.FT. C w � 6 O N C _ 00 v a rl- 00 rn 8 °O p U SIZE 12" 15" 18" 24" 30" 36" 42" 48" 12 15 18 24 30 36 42 48 12 15 18 24 30 36 42 48 12 15 1 24 30 36 42 48 CU.YARDS M.H. MANHOLE t p e co T.B.D.I. TRAFFIC BEARING w > A B J N m w w o a w w w a a „ N � DROP INLETw w a " "' z w O a a> > > c T.B.J.B. TRAFFICBEARINGz z -- -- -- � THICKNESS m TYPE OF 00 w a Q ao o - � X >o o w w w le OR GAUGE O 00 GRATE w v o0 wQO JUNCTION BOX a a N w w w w O oo N co m ON U- O O w w m o w 0 0 H w LL U- In fn fn NU- c °° ZW 0 Z Z w LU U, 00 w c o _o . . . a O O REMARKS a -L1- 169+00 CL 401 248 245.3 1 1 1 401 402 245.3 244 40 169+43 CL 402 248 243.8 1 1 1 173+01 RT 403 231.6 228.8 1 1 1 1 403 501 228.8 214.4 296 176+00 CL 501 214.4 1 ADJUST DI 183+80 LT 601 188.3 185.5 1 1 1 1 1 601 602 185.5 179.7 1 120 185+03 CL 1 602 189.33 179.5 1 1 1 1 1 REMOVE 2G1 184+62 LT 603 1 603 604 38 185+03 LT 1 604 187.2 184.26 1 1 1 604 602 184.26 179.5 14 186+00 LT 605 1 186.56 1 183.7 1 1 1 605 606 183.7 183.5 16 186+19 LT 606 186.47 183.5 1 1 1 606 607 183.5 183.4 16 186+37.5 LT 607 186.52 183.4 1 1 1 186+38 CL 608 187.9 180 1 2.9 1 1 607 608 183.4 180 14 REMOVE 2G1 187+20 LT 609 186.96 183.98 1 1 1 609 607 183.98 183.4 78 188+20 LT 610 188.12 185.05 1 1 1 610 609 185.05 1 183.98 96 189+62 CL 611 191.1 188.1 1 1 1 -L1- 232+20 RT 700 261.9 259.1 700 701 259.1 256.3 176 1 1 1 234+00 RT 701 259.1 256.3 1 1 1 701 702 256.3 254.4 68 234+70 702 258.43 254.4 1 1 1 703 253.34 0.4465 REMOVE DI, COLLAR AND EXTEND 702 703 25.4 254.34 12 237+18 RT 801 257.4 254.6 1 1 801 802 254.6 253.6 310 240+32 CL 802 255.7 253.6 1 1 1 802 803 253.6 1 252.9 214 242+50 LT 803 256.2 252.9 242+51 CL 804 252.81 0.4465 REMOVE DI, COLLAR AND EXTEND 804 803 1 252.81 252.9 8 244+00 LT 905 256.6 253.8 1 1 1 905 803 253.8 252.9 146 SHEET TOTALS 38 1590 34 18 2 2 1 9 6 3 1 1 2 1 61 21 61 1 1 1 1 1 1 0.893 10 T PROJECT REFERENCE NO. SHEET NO. 165 *00 W-5708G 4 Cr R/W SHEET NO. DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER O CA R CAR 0'��t. y . oFESS•/pN;y9�.- �';�pE /p,1,9,• SEAL SEAL —T F0— — = 022000 0— 26930 i �V 4 O �wuuu►``� —� ?U Tl� Z H DocuSigned by: DocuSigned by: O W G S. D"w 4 �� 02/07/2022 > N W �q0 �c 3 02�07�2022 US 40/ FAYETTEVILLE RD 28 BST 33D4765FD78F4A8 06F097D904114D5... 6� Chi DOCUMENT NOT CONSIDERED FINAL I N tiq UNLESS ALL SIGNATURES COMPLETED J N W � Z — — — — W F F F � � �- - C C J W F— -0 - 164 �90_ BEGIN PAVEMENT REMOVAL LEFT TURN LANE 170 -�00 /75 *00 EXISTING R/W N o w — — w 5-5.0-0' 50.O--' w 375000' TORAGE _ 220000' TAPER — — N W O mow— — — W — _ DI - - - - w — — — — — W — — - — — — — — W — —T Wo— — O T FO— �\ - — — _ _ + — —T FO— — + ?UTL ?UTL � \ —T FO?UTL U T?U�L - - ?UTL _ _ _ _ ;� �� In \\� US 401 FAYETTEVILLE RD 40' BST Q REMOVE EXIST. DI o MODIFIED MEDIAN DITCH • 0 ~ w 0040 - SEE DETAIL A LO cn = 0 cn N 2G1 G 01 I w J N _ GRASS -- — -- — 040 �15' D o , 57 „ J w __ _ - - o _ — C C-- - GRASS O4O V a. :Q'a ! a` . .'a':l.a•'a': .Q.'a.: .Q.'ac.. .'a;:!Q. _ _ LU 15"a a': a';.:a a';..a.a :Q'a: •a a': :Q' a;..Q'a. LU _ - - C — - _ L W � J N J LU w - - - - - - - - ?UTL— - - - _ _ �� RETAIN — ?UTL 5e00 10 0 85.00' _ US 40I FAYETTEVILLE RD 28' BST U /0 / \ 4811 CONC SHOULDER BERM GUTTER H T —T — — — —TV F 0 DL _ _ _ — — }� R_C- — W — TV FO— — — — — — / — — — — D _ — — — — — — — — O � — W= —TV FO— �\iICT HG R/W TV L 7 n CD —LI — Sta. 169 -�94.08 —Y2 — POT Sta. 10 *15.45 I I 0 I I o 0 n I I Q I � o� DETAIL A Proposed MODIFIED MEDIAN DITCH Existing i Qo Shoulder Not to Scale) Shoulder �- 0,54 Pl StG 6 *U 1 o7U - - Point - Point - - O - - 0 = 20 27' 1/04" (LT) , , ,�s�o ��Ca �o�� q�f r D �G� Ov 50' 0 509 100' co I D — l 30 OOoO" cor-> es - L = 163054' Min. D = 1 .0 Ft. 03 � � N - T = 8/078' o-C I = ' FROM STA. 170 + 80 TO STA. 176 + 20 -Ll- I � l R 3,819.72 m w� I � ON PROJECT REFERENCE NO. SHEET NO. W-5 708G 4-A RNV SHEET NO. DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER `,1nnngr CAR '4P SS/0**-.. SEAL 26930 '� •�'�I NEB . ��. 0,,,,, DocuSigned by: EXISTING R / VV G . .1-�a 02,08,2022 �A.735En7B. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED US 401 FAYETTEVILLE RD 401 BST -Ll- 170 + 23.00 -Ll- 169+22.00 18.00 -Ll- 170 + 65.40 R 2.00' 18.00 LT 2 .00 - - --_ R 34.00' z -Ll- 169+20.00 0 16.00 LT D' . '�: D'. '0 '°D'.' '0: D . 'D. D'. '�: D'. '�: E. '�: D . I : D . R 2.00' > /a a �a a /a Lu -Ll- 169+68.99 ' v : 14.00 -Ll- 170+23.00 ------- 14.00 Al- 169+95.00 2.00 16.00' R 34.000+67.41 a /.� ° a' �.a° ' a �.a' ' a /a' a a /Al�l ' a`, Al `�a'. a.• ' a 4.00 -L1- 169 +35.10 V7 j �. 17.17 RT 170+67.41 a � ° a '/'� ° a '/°a a .. a ''/'� a '/'a 17.00 R 2.00' R 2.00' 16.86 RT -Ll- 169 +20.00 -Ll- 169 +33.11 17.00 RT 19.00 RT R 2.00' -L1- 170 + 65.41 R 2.00' 19.00 -Ll- 169+22.0 -Ll- 169 + 81 .04 19.00 RT 19.00 US 0/ FAYETTEVILLE RD n -- o l � \ O O O L O 7 EXISTING R / VV 05 z n o NOTE : / CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SIGN POST HOLES IN CONCRETE ISLANDS WITH DIVISION 8 TRAFFIC SERVICES UNIT. REFER TO �co ROADWAY STANDARDS N Os. 901 TH RU 904.CD /� Ln LO SIGN HOLES SHALL EXTEND THROUGH PAVEMENT TO NATURAL GROUND. O N CV GN-C W� O Li L ON T PROJECT REFERENCE NO. SHEET NO. W-5708G 5 R/W SHEET NO. DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER 0CAR01 � CAR0 1�40 tiC SEAL q , � SEAL q , _ 83 G = 26930 - = 022000 ; R/4 F �,: -.,F �'k- ,J DETAIL A tiq NGINE�. ` If, %. NE : Proposed MODIFIED MEDIAN DITCH Existing �°�i ° �:;F� s• o ° °'�o,�aLEN��:`' Shoulder ( Not to Scale) Shoulder Docu Signed by: ocu igne y: 64 Point Point G S 02/07/20zz — — — - '`� D oz/oz/zozz O6F097D904114D5... S.J .��G% DOCUMENT NOT CONSIDERED FINAL \ /Q� o,, p ��5 ��,0 ABAND UNLESS ALL SIGNATURES COMPLETED ' Min. D = 1 .0 Ft. FROM STA. 170 + 80 TO STA. 176 + 2 0 —Ll— /80 *00 S&G DR Q�) — 8100 DS • — W — 0 _ _ 75 +0 _ - W —EXISTING RW — W / _ — — _ — � —18—— — — — — — — — UP _ --- — — W — — — _ _ _ _ —151i — --- ---- W — — — — - -- - -- CMP - -TF0 — — �2 — — — — C�) — —T F 0- --- — — ----- - US 40/ FAYETTEVILLE RD T F°— — ----- \\ 28' BST �N ITCH\\ z __�------\� BETA►►`I o E_p1--AN- - _ _ M ODIFIEQ--- A \ M \ _ _ _ -M_-------- F pETA►LU � co \\ - - BL -103 F GRASS GRASS ---- 1%0 r — . 2 G► \\ RETAIN ---- �, W rn I I 050 _ — N - ►► R 15 II ---- — IN US 40/ FAYETTEVI \\ � � m — RETA _ I LLE RD 28, BST z W ------- - I I LLI I � � - - - - — TVFo— Fo— — — _ _ _ — INV_I96o62' — — — — TV F \\ III — _TV Fo— RCP_ — _ _ — — __ _ _ _ ____= — �4" ��W= INV_I96o38' — — \\� --- —_ V Ul + — — W — — EXISTING R/W EXISTING R/W 0 - --- --- --- ------- EXISTING OVERHEAD POWERUNES I I L I (/) I I CD C) � o -C (l) __+- cn cn C )0' i s- Ll O Pls Sta 177 -�47.57 F/ Sta 182 +26Z5 (9s = 40 30' OOoO" z� = 22° 26' 22.81' (RT) co Ls = 300000 D = 50 00' 0000" N3 LT = 200006' L = 747099' C,jmI / T N� ST lOOo06' ' S0, 0 50' 100R 19909.86' , w� Li i I / ON T PROJECT REFERENCE NO. SHEET NO. c' W-5708G 6 R/W SHEET NO. 90 0o DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER unrrr . nm►,, � �� CA ROB 44 CAR p j p ,��0�� , SEAL 9 SEAL 26930 = = 022000 1*1100. N NC �R1 p Docu Signed by: DocuSignedd by: I QD 83 NA 2011 G S. v+�t 02/07/2022 " 02/07/2022 PELICAN PROPERTY HOLDINGS, EEC. DOCUMENT NOT CONSIDERED FINAL DB 982 PG 496 UNLESS ALL SIGNATURES COMPLETED NOTE. PROPERTY LINE IS z CENTER OF PUPPY CREEK WOODS -L- 187+70.00 -L- 188+95.49 � -L- 189+96.66 0 0 130.00 LT R\W 130.00 LT R\W 129.49'LT R\W N o o STRUCTURE 460010: -L- 187+ 70.00 R <e 4 @ 10'x 10' RCBC, 100.00'LT R\W R � EXTENDED WITH Z�BEGIIN EXPO GUTTER 185 �00 4 @ 10' X 11' RCBC WETLAND -LI- Sta. 184+40.00 -L- 190+00.00 --------- - --- 100.00'LT R\W -- — �8 0�'ZA PAR e EXISTING R/W - _ - W - gii PVC — PUPPY' C EVE / F F F _ _ F � F \�� \ R 46.00' MTL GR i — W — — — — — — WETLAND - - Z T- 1 - -L - - - �� - - -Z- - - - s- - - - L=T�� T- - - - - - WLB - F 0— -T F 0- - I Ius Z S P RING---�O�C HW Y 40/ — —T F UNDER ROUND 060 25.0' — — — O60 by 4go0' 1500' SEE STD40.41 0 0 0 — — o - _ 0 6 0 9 W EST BOUND �, � SRR G o Lu 6 TB _ 0610 0 0 o _ o = O60 ----- FS 5" RCP IV 15" RCP-IV ,1'8" RCP-IV 15" RCP_IV CONC I - F1�' RCP-IV _ _ - _ - - - R ° V ISLAND r - - - 11 RcP i o- —_=_— F � p 6 p � � o RETAIN s 7� N rn z - F Ffi O60 _ REMOVE 2G1 & o �N 82 27 /9o9 E m m REMOVE 2G1 & � REPLACE WITB J6 w 0611 o RE o CONC MH - O CONC I SLAND C — _ _ DI o ci, �D ISLAND �\ _ sMT GRL - - - - - - -� - - f �? \� RETAIN —J END EXP. GUTTER -L I- Sta. 18 8+81.0 0 0o W /ou/o p, CREEK s ---------- + _ MH ------ -- ------ TEL 0 WOODS ---- -- WOODS 21500' TAPER 37500' STORAGE 50e 0' 5500' d 0 un d' �n O 0 CD 00 00 O o G o O � � O Q Q, U � I F/s Sto 186 *95055 i 1 I II C Gs = 40 30-1 0000 Ls = 300000' _3 N LT = 200o06' N� O 0 = ST = /OOoO6' w-C Li i I � ON PROJECT REFERENCE NO. SHEET NO. W-5708G 6-A RNV SHEET NO. DIVISION PROJECT HYDRAULICS CAI ENGINEER ENGINEER C O,�o��N,CARO� NOTE ES �:.�FS/0 9 N EAL CONTRACTOR SHALL COORDINATE THE C - S \ = 26930 INSTALLATION OF SIGN POST HOLES \ u10, IN CONCRETE ISLANDS WITH DIVISION Doc Signed by: 8 TRAFFIC SERVICES UNIT. REFER TO E33Q47B5FQ78F4A8AS. �k 02,08,2022 ... ROADWAY STANDARDS N Os. 901 TH RU 904. DOCUMENT NOT CONSIDERED FINAL <� UNLESS ALL SIGNATURES COMPLETED SIGN HOLES SHALL EXTEND THROUGH PAVEMENT TO NATURAL GROUND. VV ET L AND -- ------ - D \ - EIPvc � D - - _ W S D --------------- W - - � WLB Z 0 ---------------- --- -------------- Us 'JO/ ---- - -- - --- -------------------- ------------------ ----------------- ----------------- -Ll- 188+83.01 WEST BOUND 18.46 LT -Ll- 188 +83.01 -Ll- 188+83.01 -Ll- 188+83.01 18.35 LT 18.09 LT -16.80 LTR 2.00' -Ll- 188 +83.01 -Ll- 188 +83.01 ------- R 2.00' -Ll- 188 +83.01 16.37 LT 18.03 LT ---1-6.08 LT R 2.00' R 2.00''' Ll- 188 +83.01 16.03 LT CONC 2 .21 LT o. ° ° o __-__==---L1--- 18 9 + 6 5.00 ISLAND . .o o R 16.00' -Ll- 189 + 60.58 -L - 188+90.02 a 3.42 LT 0° .. 0 -Ll- 188+ 62.00 2.22 LT R 35.00 v ° A _ _ +-60 ----------------- - 13.79 RT 0 °a V: 0. L ---------------- - -Ll- 189 +15.17 ----' 75 RT A -Ll- 189 + 65.00 R 2 .00 9. 8 RT CONCI .o: o .: eoo: . -L1- 1a9 5.00 0 -_===____ __ 1 _ __ 5TE ONC ISLAND -Ll- 189 +63.00 R 2.00' -Ll- 188 + 62.00 17.71 RT ISLAND 17.79 RT - ----------------- - --------------- ------------------ - ----------------- ---------------- ----------- ---------------- I C C o -c -c Q o -------------------------- ------------------- ---------------------------- ----- ------------ c �3 N N� O 0 CV-C Z, m = Ld-C > Li L ON PROJECT REFERENCE NO. SHEET NO. 225 �00 W-5708G 7 17 R(W SHEET NO. DIVISION PROJECT HYDRAULICS 0 ENGINEER ENGINEER L2 224 �8T + ,��o� ••�SS•;••�tiq•., °:•FEss,p• , �� :of off;•. .� ;� .�o Ny•; ;�Q� 9�': = - SEAL SEAL ? - BEGIN PAVEMENT REMOVAL N = = = 022000 26930 ? LEFT TURN LANE •• N -• •• c I NEB ,- -, ••N�i NF� .�.- • ,,,,, iu�►��%�,,, ,,, ��Dui ii►►��,,,, 1 1 1 DocuSigned by: DocuSigned by: N w G S. D+w 02/07/2022 GAbA& �� 02/07/2022 GRASS _ _ ?UT — — — — — — — — — — — ?UTC C C C DOCUMENT NOT CONSIDERED FINAL T — - — _ _ F — N UNLESS ALL SIGNATURES COMPLETED I J N — 2 NC GRID w NAD 83 NA 2011 Z w J w CONC CURB � U � H <Q EMERGENCY VEHICLE 0 55.00' I 50.00' 575.00' STORAGE ACCESS SEE SHEET 2 -I `� + r` N Z N � 230 +00 r 23 +00 FOR DETAIL N N_ 1 - Z_ LU HH O W - - W — — — — W — — — —T — — i —T FO— — CQ — — T FO— — — — — — — — T FO O O — — � F� II 0 — ems- - — ems— sS TF II + CN M N � • 3 CONC FUME REMOVE DI & I °� N Q w 8 FT OF 181, RCP & RETAIN IIII� Q w N = R 2.00' 18" RCP II ° t~ 00 I 070 II I woo +/5' WIDE PSR JO EST 25 SY 2G1 CDc J T T _T— �,� — UTL— — —15'LR =IV —p:R: R' 'p: a:p• a.'a':..a.'a':'.Q.. a-a:..a 'a. . G R A 0Q TL— _— T— w Z w —— — _ T — — w C Z w_ — J N J w Ju Zi 0700 2G1 MEDIAN V DITCH N SEE DETAIL A CO c II = RETAI N I I _ - - - -- ?uT_ ?UTL ?UTL TF -- ?UT� ?UTL NC CURB --- — T ; _ II T — TVFo- - - - �J —BST — :;eC—ONC CURB F — BST CONC CURB —TVFo — — — — �`� BST — - - \ \ O a D W W — _ _ W I I a HH V — T FQ — _ — — — — — — — W — , TV F / — —TT — T TV— EXISTING OVERHEAD POWERLI S \ o J.1 _ — L2 Stao 229 +48.90 — \ s GUY WIRES -C \�C) — � —Y4 PDT Sta. /O �-00o00 REMOVE & REPLACE z CONCRETE ISLAND Q \ 0 DETAIL A \ 1 k O M DIFIED MEDIAN DITCH i 1 Proposed � A C Existing S Shoulder ( Not to Scale) Shoulder Point Point co Or D vvQ�� 00 Min. D = 1 .0 Ft. CV—C ' FROM STA. 230 + 45 TO STA. 245 + 80 —L2— ON PROJECT REFERENCE NO. SHEET NO. W-5708G 7-A RNV SHEET NO. DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER 2 SEAL 9� "-50 -� oo26930 F�VG I NE .�� 4111111,1100 DocuSigned by: Gus S. DAV.4 02/08/2022 32,@47$CrFDF& DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -Ll- 230 + 23.00 -L2- 229 +20.00 17.98 L16.89 RT 15.98 LT -L2- 229+22.00 -L2- 229 +20.00 17.98 LT 5.00 LT 29+22.0o N - 3.50 LT -Ll- 230+23.00 0 -Ll- 229 +69.94 13.98-tom - - �, -L2- 229 +22.00 D . '�: D°. '�: D;. 13.98 LT -L2- 230+42.00 w I 0.5Q LT -Ll- 3 50+T4.47 - 1-2 02 RT5.00 2.02 RT R 2.00' R 16.00' - + oo , . : . . ., -L2- 229 +42.33 a a' . ° ..a. •°a .' .' a a .° .° ., - -L2 230+44.00 a a Q 0.50 LT 4.02 RT . . . . . . R 35.00' -L2- 230+44.00 -L2- 229+35.15 R 2.00' R 2.00' 17.12 RT -L2- 229+33.17 18.89 RT -L2- 229 + 81.04 -L2- 229+22.00 18.89 RT -L2- 230+42.00 18.89 RT 18.89 RT -Y4- 10+ 70.38 -Y4- 10+ 76.98 3.71 RT 16.00 LT CONC CURB -- -- 'Z� R 1.00' R 2.00' CONC CURB BST BST -Y4- 10+ 71.58 �. 5.03 RT ;�• R 40.f��0' -Y4- 1 +80.16 �°. °el -Y4- 10+99.07 8.09\ LT s GUY MRES -c I z� NOTE : °•i° �� B / OD CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SIGN POST HOLES z s IN CONCRETE ISLANDS WITH DIVISION �� 8 TRAFFIC SERVICES UNIT. REFER TO -Y4- 11 +51.16 -Y4- 11 +50.81 3.50 RT �� ROADWAY STANDARDS N Os. 901 TH RU 904. 6.46 RT R 1.50' 3Ln SIGN HOLES SHALL EXTEND THROUGH PAVEMENT TO NATURAL GROUND . N CV O 0 CV-c m W� > LL- L \ ON T PROJECT REFERENCE NO. SHEET NO. W-5708G 8 R/W SHEET NO. DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER OO�H CARD t OWN'CARp��i 41 SSIpN•:9 ��. `,-:•OFESS./O SEAL 9 � � SEAL N9! 26930 = 022000 EN �� ' I '••,F,y Q�r .J NC GRID i0 .G I NE .\S ii"; .'••.G NE •'F�, z NAD 83 NA 2011 4s 41 u;�w,1*0��, ��°'!J�110", N W o DocuSigned by: DocuSignedby: Cj�c&S. DAV+4 02/07/2022 l�^�� 02/07/2022 i _ N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROPERTY LINES PER HOKE COUNTY GIS 220.00' TAPER O o O N 235 *00 ,� 240 �00 W — — — — — W — — — — W — — — — — — — — — — — — — — — - — W T FO — — — — T FO O T F � =TT F�O= — — — —T FO T FO— 0 ss SS SS SS ss ss + —T T M M w � CV I MEDIAN V DITCH — . � L RETAIN N Q SEE DETAIL A H � III ° HOB N US 40/ FAYETTEVILLE RD 28 BST - - �- N H I w o , �- - F 080 GRADE TO DRAIN ,lb" RCP—IV 080 2G1 I w J = N 89 27 /90/ E — _ F GRASS F - - F — - F _ _ J i„i„i N OSOI O F - — F - - F Twm� F —15 ' — _ —T— — — _ 15" RCP—IV CA GRADE TO DRAIN �_ - FI 080 I w — - - - - LO 1 " R P II w ZW c _�T c c c c --ETRA E_ T � r T-- - C_ - �' - -T - - - -- — _ - Z W w � 7UTL — N IC — N J � II I IIII = J _ I US 40/ FAYETTEVILLE RD 28' BST RETAI II _ � NO MONO ?uTL =?uTL= _ _ _ _ — — _ — — — ?uTL_ _ — ?UTL I� co - -, I —T— T T — II —TV FO — — — — — — \\ T FO TV FO — — �— — H — — — — TV FO— — I� G I G — — — — G — W — — — — G — W — EXISTING OVERHEAD POWERLINES 11 I — —T — — EXISTING OVERHEAD POWERLINES I � N I � — - - - —T— , 220.00' TAPER cv 550000' STORAGE NONNI U L z , -L2 - Sta. 237 *21.50 = DETAIL A CD O BST -Y5 POT StG. /O -�OOo00 Proposed MODIFIED MEDIAN DITCH Existing _ Shoulder ( No o Scale) Shoulder Point — � Point — - 61 n Q / 4 r D BST FT] Min. D = 1 .0 Ft. W m FROM STA. 230 + 45 TO STA. 239 + 40 —L2— co �> O o � N 0 03 N 50, 0 50, 100' 00 N� II � CV-C l Lwi� m ON T PROJECT REFERENCE NO. SHEET NO. CT W-5708G 9 R/W SHEET NO. DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER inn n►r,, ,,��n n , C A R P DSO ��o�N C A R pl of 0 . 10 SEAL 9! — SEAL 26930 = = 022000 PROPERTY LINES GINE`` •ticINE PER HOKE COUNTY GIS NC GRID ;;,;;,°;:��'� �'''�:;;;;►v`, NAD 83 NA 2011 DocuSignedby. DocuSigneddby: (��c&5. 1?"w 4 02/07/2022 �� l(al 02/07/2022 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED z W O — N W N 0 LO -L2- 247+00.00 —L2— 244+01.51 WATER LINE LOCATED BY 120.00'LT R\W 120.00'LT R\W HOKE CO WITH MEASUREMENTS UPDATED MAR 20 2019 —L2— 247+00.00 -L2- 244+01.51 DON B R O C K 100.00'LT R\W 100.00'LT R\W R 245 *00 D B 612 P G 15 4 R x 250 *00 C\j0 190.00' TAPER (+o EXISTING R/W + i Q n�Ti . N x x x X F—F— - F i i c� F , — — — W 0 — — TFFO— — — — — F � _F � —F — — —T F �' W T FO — — — — — W — — — — _ _ _ T FO — —T FO- 0 F T 0— — — - -- - — — — — — — — — — — T FO - - i F0 —'T FO— T FO— + - F —�— — � 15" RCP — — SS SS SS ; SS SS „ D Z M —T — F T --�T— — — —T— — II o r T T N � � w N 3 CONC FLUME MEDIAN V DITCH II 00 SEE DETAIL A o 25.00' 44.00' 62.00' oo II Mo.N o If c - - c -- - C fixes 1 RCP—IV II LJJ _ , .'. GRADE TO D RAI J = GRADE TO DRAIN CRASS -107 B � Q a:•.a a'•_a a'•..a a a e La a GRASS I 1 I I LU LU J N T ��I I RETAIN III 00 I I U - - - I I ?UTL — ?UTL— ?UTL— ?UTL— ?UTL - II �- — - ? ?UTL— — — — — ?UTL— ?UTL— — — — ?UTL— — — — UTL II—TV— s—TV TV FO TV FO — TV FO— — — — — — — — — — ,F� i— — CX ' — G — G — — — TV FO TV �0 W — W — — G — — — W — — _ — W — — — — — — — W — — —Tv— — —TV — — — W TV - GW TV— — — — ?UTL Q0 ED — Ln Q 350.00' STORAGE N 50.00' N 102.0' N L C n 7 DETAIL A I O Proposed MODIFIED MEDIAN DITCH Existing Shoulder ( Not to Scale) Shoulder � - - Point � Point - � - - - - - - - or D v\� �� i Min. D = 1 .0 Ft. FROM STA. 230 + 45 TO STA. 239 + 40 —L2— co NISI 0.3 N N CV-Z O 0 m 50, 0 50, 100' w� I � ON PROJECT REFERENCE NO. SHEET NO. W-5708G 9-A RNV SHEET NO. DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER C A R pJ I�,�� 041. •�� SEAL 9!• 26930 �' •NINE. .`• DOB BROCK Docu Signed by: 245 -� 00 DB 6 D B C 5 4Eq S. DAV'4 02/08/2022 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i i i i i i -L2- 246 +03.98 o -L2- 245 + 80.95 18.90 LT -L2- 246 +51.90 w 18.90 LT R 2 .00' 18.90 LT ce -L2- 246+49.91 -L2- 247+09.87 17.05 LT 18.90 LT R 2 .00 -L2- 24 +05.98 16.79 LT : .i° . : .i : .i '. ; � -L2- 247+11.87 -L2- 245+80.98 16.90 LT 1.64 LT -L2- 246+44.76 D;'D ° , D; D°. ..D;'D D 'D° . . D. 'D. 7° ° D: a; 150 LT ' R 16.00' a , . a . . -L2- 247+11.87 i' -L2- 246+42.63 D: D D; D D: D D: D D; D D. D. 3.53�LT 4 1.50 RT / / / / / / R 2 .00' -L2- 245 + 62.00 1.64 LT R 34.00' 'i, °:a..i a: :a. i a: :a. /�41 ; , C 1.53 LT +-L2- 247+09.87 14.3 6 RT -�2- 2-46-+1601 1.47 RT 14.36 RT : -------------- /� ° a':/a ' a':/a' ' a:/a' '°a. /a' ''a:/°a ° a'.°�a. ° a':/°a ' a: -L2- 247+11.87 ------------- ------ R 2 .00 3.47 RT� ° °D: �<1 1-1 � <1 1�1 <1- - <1 . <I -L2- 247+11.87 16.36 RT -L2- 247+t09.87 R 2 .00' 18.36 RT -L2- 245 + 62 .00 18.36 RT NOTE : CONTRACTOR SHALL COORDINATE THE I n INSTALLATION OF SIGN POST HOLES IN CONCRETE ISLANDS WITH DIVISION 8 TRAFFIC SERVICES UNIT. REFER TO n ROADWAY STANDARDS N Os. 901 TH RU 904. SIGN HOLES SHALL EXTEND THROUGH PAVEMENT TO NATURAL GROUND. c m�> �3 N N CV� O 0 CV-c m W� > Li i I � ON T PROJECT REFERENCE NO. SHEET NO. cj— W-5708G 10 RAW SHEET NO. DIVISION PROJECT HYDRAULICS ENGINEER ENGINEER CA R pZ SEAL 26930 �J u i116D10*� DocuSigned by: G4q S. D"w 4 02/07/2022 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED /5 Ln Z Oo w O O O O O O V O O -Y4- STA.14+,5g EXISTING R/W END MILLING & RESURFACING r r Lu 0 i nl I Lu Z SH 14/3 R (-HURCH RD CC' BST N — — Lu Lu Lu — EXISTING R/W Z Ln J U H m I Q c C� 03 t9/ — N N� 00 N-c Q L