The URL can be used to link to this page

Home My WebLink About20100536 Ver 2_Design Plans_20161028DocuSign Envelope ID: ED3B886B-OD93-43C3-964B-01 E781 DE8D84 � � -L - Sto 11+67.00 BEGIN T lP PROJECT U-49 BEGIN PROJECT PHASE 2 RAY GRI FFI N C ITY I��IANAG E R — B EC KFO RD D RIVE �S R 1165� F ROM HARRI SO N STRE ET TO N O RTH PARK D RIVE -L - Sto 2/+00.00 T lP PROJECT U -49/6 END PROJECT PHASE 2 BEGIN PROJECT PHASE l PREI'AhED IN ��HE OFFICE OFe / > PoOo BOX 33008 — RA�EIGHg NORTH CARO�INA 2763C-3068 PHONE° (9 19) 677-2000 FAXo (9 19) 6�7-2050 SURVEYS PROVIDED BY: Bobbitt Surveying, P.A. GEOTECHNICAL INVESTIGATIONS BY: Falcon Engineering, Inc. PROJECT REFERENCE NO. SHEET NO. U -49/6 / GRAPHIC SCALE 20 0 40 PLANS 20 0 40 PROFILE (HORIZONTAL) 2 0 4 PROFILE (VERTICAL) DESIGI� DATA ADT 2011 ADT 2035 DHV 9,550 VPD 15,400 VPD 10% 55% 3% * 40 mph * (TTST 1 % + D UAL 2 %) -L - Sto 38 �65.00 END PROJECT PHASE l END T lP PROJECT U-49/6 ��.�`��, CA Rp�. � ,o�.,, ..,., i � ��.S��.a.�;�:�- � ��EALwov� • � � � � � �c�'��ocass. - - : � � ,� ': 8/4/2016 :� : .,�,,��.. FNG I NE��: ��,,��• ,,,� � � ��ii►i �0�,,� JAMES D. O'GEARY N�IAYO R � � Note: 1 �ot to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND 1'ROI'ERTY.• St t L' ----- ----- a e ine County Line --- Township Line --- City Line -- Reservation Line - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line -X Proposed Woven Wire Fence 0 EIP -� a EcM �23 -X X- Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existin Wetland Bounda - - - -��8- - - - J rY Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: �yLB EAB EP8 Gas Pump Vent or U/G Tank Cap o Sign � w@�� Small Mine � Foundation � Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 Flow Arrow Disappearing Stream Spring Swa m p Ma rs h Proposed Lateral, Tail, Head Ditch False Sump �� ► �'�� -�J�� ,, �� 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 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 Utility Easement CSX TRAIySPORTATION 0 MILEPOST 35 0 swircH � � �� 0 � . W� W i� /ca7 � W �c� �� A; E —E— TDE PDE PUE ROADS AND RELATED FEATURES: Existing Edge of Pavement Existing Curb - Proposed Slope Stakes Cut --- G--- Proposed Slope Stakes Fill --- F--- Proposed Wheel Chair Ramp cR Curb Cut for Future Wheel Chair Ramp CCFR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol � Pavement Removal I�EGETATION.• Single Tree Single Shrub Hedge Woods Line Orchard Vi neya rd � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 � � �.�.�-.�.�.� � � � � Vineyard 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 EXISTING STRUCTURES: MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) CONC � coNc y�V� � CONC HW �--- � CB O s �� P WATER: Water Manhole O Water Meter o Water Valve 3� Water Hydrant � Recorded U/G Water Line � Designated U/G Water Line (S.U.E.* - - - -�- - - - Above Ground Water Line A�c �vater TV: _� TV Satellite Dish C� TV Pedestal �❑ TV Towe r � U/G TV Cable Hand Hole HH Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable TV FO Designated U/G Fiber Optic Cable (S.U.E.*� ----T� Fo- -- GAS: Gas Valve 0 Gas Meter � Recorded U/G Gas Line � Designated U/G Gas Line (S.U.E.*) - - - -�- - - - Above Ground Gas Line A�c �°S — — — —P— — — — TELEPHONE: Existing Telephone Pole -♦ Proposed Telephone Pole � Telephone Manhole O Telephone Booth ❑� Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) - - - - -T- - - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*)- - - - -T�- - - - Recorded U/G Fiber Optics Cable T FO Designated U/G Fiber Optics Cable (S.U.E.*)- ----T Fo- -- �E No, F-o io2 CONVENTIONAL SYMBOLS SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout 0 U/G Sanita r y Sewer Line 55 Above Ground Sanitary Sewer A/G Sanitary Sewer Recorded SS Forced Main Line FSS Designated SS Forced Main Line (S.U.E.*) - - - - -FSS- - - - MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil A�G Tank; Water, Gas, Oil U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information PKO�-CT� • 0 0 a — ?UTL — 0 0 m AATU R E.O.I. U-4916 ��T T� `� Q�E BECKFORD DR I VE WI DEN I NG JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe I-B � � P TING DETAILS REFORESTATION � TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. BAREROOT PLANTING DETAIL DIBBLE PLANTING METHOD �� ,�� USING THE KBC PLANTING BAR / -+06.42' 401.50' T 406.50' RETENiION POND � , , '��`,i_ 400.90' .-•� ii / �ii �� 'E INV. 4 .0' +/- MARY ANNE DAVIS i i � s D.B. 804, PAGE 381 �� Zin ! P.B. "U", PAGE 665 i i a GRAPHIC SCALE ,� ( VACANT PROPERTY ) ii � 11 9 20 70 0 20 40 — — � — — — — — — — — s ��—��— � ��—��—�� —��— ��—��—�� — ��—��—�� =111—III � III—III—II =111=111 111=111—II =11=111 111=111=11 � � I I 1=1 I I—I I� I I I—I I I—I I I I I I—I I I—I I I 1=1 I 1=1 I I I I I I I 1=1 I I I—I I 1=1 I I �� —III—III— —III—III—II —III—III_ —III—III—II —I 1=111— —III—III—II 111=111=111_I11=111=111 111=111=111-111=111=111 III_III—III-111=111=111 � � � � -111-111-111-111-111-11 -111-111-111-111-111-11 -111-111-111-111-111-11 I I I-1 I I-1 I I-1 I I-1 I I-1 I I I I I-1 I I-1 I I-1 I I-1 I I-1 I I I I I-1 I I-1 I I-1 I I-1 I I-1 I I i � 1. Insert planting bar 2. Remove planting bar 3, Insert planting bar 2in � � � as shown and pull handle and place seedling at toward planter from seedling. ° toward planter. correct depth. _ �` � I � � r '- � •� � / \ ��- �� ti � � � � V� � � � _, � � � `—'_.___�.-.__— � '__—.—_. — �___'�--�,_� � � \ \ \ � � — \ \ � � � / \ � � — _ _ �- _ � � — — _ � � � � \ � \ ` � \ � — � � _ � _ � � � — - \ �� — ��—��—�� —� ��—�� —�� —��—�� _ �� —�� —��—�� —�� —��—�� —� ��—�� —�� —��—�� —�� —�� —�� —��—�� —�� — —��—��—�� —�� —��—�� —��—�� —�� —_ ��—��—��—�� — �—��—��—��—�� —��—��_��—��—�� —��—��—��—��—��—�� —��—��—��—��—�� —��—��—��—��—�� i i i-i i i-i i i-i i i-i i i-i i i i i-i i i-i i i-i i i-i i i-i i i i i i-i i i-i i i-i i i-i i i-i i AREAS TO BE PLANTED �'.__..._�� 4. Pull handle of bar 5. Push handle forward 6. Leave compaction �(DISTURBED AREA WITHIN 50' FROM TOP OF BANK) '�`"`�.., toward planter, firming firming soil at top. hole open. Water soil at bottom. thoroughly. STREAMBANK REFORESTATION MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING: PLANTING NOTES: 20% LIRIODENDRON TULIPIFERA TULIP POPLAR 12in - 18in BAREROOTS PLANTING ��G 4 During planting, seedlings ° 20% PLATANUS OCCIDENTALIS SYCAMORE 12in - 18in BAREROOTS sha11 be kept in a moist �, I canvas bag or similar container to prevent the ' 20% FR�NUS PENNSYLVANICA GREEN ASH 12in - 18in BAREROOTS root systems from drying. � 20% QUERCUS PHELLOS WILLOW OAK 12in - 18in BAREROOTS �c P�vTING B� 20% BETULA NIGRA RIVER BIRCH 12in - 18in BAREROOTS Planting bar shall have a blade with a triangular cross section, and shall be 12-in long, 4-in wide and 1-in thick at center. '�I ��i�� ROOT PRUNING All seedlings shall be root pruned, if necessary, so that no roots extend more than 10-in below the root collar. 'R�PARCD IN TI�IC O�F'CC O�o ��► �� qR�� P�o�-CT� ■ ,.- �,�oF�ss';oti.�"9 "'�: U - 4916 � REFORESTATION :�� SEAL !: : BECKFORD DRIVE WIDENING REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe D C� n T� � 024436 � This document, toqether with the concepts and designs presented herein, as an instrument of service, is C l'11 �� J � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper ��F �'.F G �' � �� reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince � Q �ii�i�� . �N�.�•' ��'�� hallbe without liability to Kimley-Horn and Associatesv!nc, �� g�X 53�� - R,q�EIG�I� ��IV�'TH l- q��l�Q > i�3��3�� i��,FY"W �04�� o� NUMQE�: h sH�ET NUMQERe , co�yr�gnt K�miey-Norn a�,d As��ates9 in�os 2o io PHONE° (9 I�) 677—�OC�O F/�Xo (9 I_,) o��-20�0 �E No, F-o io2 �•�,u�u►►�� 0� �06�u00 1-� 0 ti � N � � 0 � 1 : � 1 � ' I . . • � � 1 : 1 � ' I • • � • • � , • � • • • � • • • � • , • • � - , • • :. 1� � 1. I � � , � I � � � , , � , , • I u • � • • • • � � • � �. �� I �1 � :� s � �. • 1 •�1 � �..� �.�. • � � � �'�� • ' - ' • _ ' :. • • � s - _ • • '1 I � - � �.�■ � I - - � �� • • � 1 � "• • � � � _ � � � • � • G• • • � 1 � 1 • 1 • 1 • I ' 1 �� • , • ' • • • • • _ • . � . - •• �� , � � • � � � • _ . � • .. �.�. • - • • _ � _ .. � .. _ • - • � � � • C• • • ; _ _ � _ . •' • • � � � • • • _ _ _ _ _ _ � • � � • � � . � � " • • ' _ _ ..eee: ._....____..-_... : . . . ...�� .........................................��■.....■■■■■■■■■■■■:■■� �� - : m�. . , , ,. ��■......■■..■■......■■......■■......■■...■��o��o■.o..■■■■■■■■■■■■■■■� �� m�� - , . .,. : , , . ■.......■..■■......■.......■■m.....■■...■��■..■..■■■■■■■■■■■■■■■� �� m�. - , -,� : ��■......■■..■■......■■......■■......■■...■��o��o■.o..■■■■■■■■■■■■■■■� , ,. �� m� �. � -,� : -,� , , ■......■■..■■......■■......■■m.....■■...■��■■.■..■■■■■■■■■■■■■■■� �� m ,.. - , -,� ��■......■■..■■......■■......■■......■■...■��o��o■o■..■■■■■■■■■■■■■■■� �� - : m�. . , , ,. ��.......■............■...... ..............��o��o■.o..■■■■■■■■■■■■■■■� �� m� ,. , , . ,,. � , , .............................m...........��■.....■■■■■■■■■■■■■■■� �� m ,. �� -,. ., , , , . ■.......■..■■......■.......■■.m....■■...■��■..■..■■■■■■■■■■■■■■■� �� - m�. - : -, - ��■.......■..■■......■.......■■......■■...■��o��■..■..■■oo■■■■■■■■■■■� �� - m�. - � -, � ��■.......■..■■......■.......■■......■■...■��o��■..■..■o■■o■■■■■■■■■■� �� m�� -, . ., - , , ■......■■..■■......■■......■■m.....■■...■��■■.■..■■■■■■■■■■■■■■■� �� m�� ,, , ., , , , : ■......■■..■■......■■......■■. .:....■■...■��■■.■..■■■■■■■■■■■■■■■� �� m�. .,. , ,, , ��■......■■..■■......■■......■■......■■...■��o��o■o■..■■■■■■■■■■■■■■■� �� m�� ,, , .. , ,. .......■............■.m ..................��■■....■■■■■■■■■■■■■■■� �� m�. -� �: �� .........................................��o��■.....o■■■■■■■■■■■■■■� �� m�� : .: , , , , ■.......■..■■......■.. -: ....■■......■■...■��■..■..■■■■■■■■■■■■■■■� �� : m ,:. .,, .:: ��■.......■..■■......■.......■■......■■...■��o��o.o■..■■■■■■■■■■■■■■■� �� m ,: �� .: : .: , ,,. ■.......■..■■......■..m....■■......■■...■��■..■..■■■■■■■■■■■■■■■� �� : . m ,�. .,. , ,, , ��■......■■..■■......■■......■■......■■...■��o��oo.■..■■■■■■■■■■■■■■■� �� m ,. ,: � -, , .,, , , : ■......■■..■■......■■......■■m.....■■...■��■■.■..■■■■■■■■■■■■■■■� �� : :, m�. .,. , ,, ��■......■■..■■......■■......■■......■■...■��o��o■.o..■■■■■■■■■■■■■■■� �� m� ,. � -, ., , , , ■......■■..■■......■■......■■m.....■■...■��■■.■..■■■■■■■■■■■■■■■� �� m�.�� .........................................��■.....■■■■■■■■■■■■■■■� �� . . : :, m�� . .. , , , - ■.......■..■■......■...o...■■......■■...■��■..■..■■■■■■■■■■■■■■■� � . � . . m�� .: , . . , „ ■.......■..■■......■...o...■■......■■...■��■..■..■■■■■■■■■■■■■■■� � . � . m�. ., , ,,, - ��■.......■..■■......■.......■■......■■...■��o��o..o..■■■■■■■■■■■■■■■� �� m�� ,,, , .: , ,. ■......■■..■■......■■m.....■■......■■...■��■■.■..■■■■■■■■■■■■o■■� �� m�. -� -,- ��■......■■..■■......■■......■■......■■...■��o��■■.■..■■o■■■■■■o■■■■■� �� m� . . � ,,, .,. , , , ■......■■..■■......■■.o....■■......■■...■��■■.■..■■■■■■■■■■■■■■■� �� , m�. ., , ,,, - ��■......■■..■■......■■......■■......■■...■��o��o■o■..■■■■■■■■■■■■■■■� �� m� . : � -„ - .. , , - .......■............■m ...................��■■....■■■■■■■■■■■■■■■� �� . m . :. -� . �� ■......■■..■■......■■......■■......■■...■��■■.■..■■■■■■■■■■■■■■o� �� , m ., . -� �. ��.......■ .................................��o��o■o...■■■■■■■■■■■■■■■� �� m ., ., � .. . . , , - ■......■■..■■......■■m.....■■......■■...■��■■.■..■■■■■■■■■■■■■■■� �� - � m . - .�� .........................................��.....�■■■■■■■■■■■■■■■� � �- �m . � ..................... .- �m..... .: ............��mo�m000.�00000■■■■o■■o■o� o� ...�� .........................................��.....�■■■■■■■■■■■■■■■� �� ...��■......■■..■■......■■......■■......■■...■��■■.■..■■■■■■■■■■■■■■■� �� :, m ,, . ... „ . ��.......■............■...... ..............��o��.■....■■o■■■■■■o■■■■■� �� m ,, ,, � „ . .. , , , , ■......■■..■■......■■.m....■■......■■...■��■■.■..■■■■■■■■■■■■■■■� �� m ,,, . .. , . �� .........................................��o��o..o.�■■■■■■■■■■■■■■■� �� : m -, . --. � - � �� .........................................��o - � �o.o...■■■■■■■■■■■■■■■� �� : m ,,.. .. , , .. ��■......■■..■■......■■......■■......■■...■��■■.■..■■■■■■■■■■■■■o■� �� . , m ,,.. .. : , : ��■......■■..■■......■■......■■......■■...■��o��o■.o..■■■■■■■■■■■■■■■� �� . ,. m , , . .. . , , ��■.......■..■■......■■......■■......■■...■��o��o.o■..■■■■■■■■■■■■■■■� �� . , m�. .. , : �� .........................................��......■■■■■■■■■■■■■o■� �� ,: m , , . - � � - - �� .........................................��o �. �......■■o■■■■■■o■■■■■� �� m� - - � - . . . , , , : .......■............■o ...................��.■....■■■■■■■■■■■■■■■� �� m , , �� , , . . , ,. ■......■■..■■......■■......■■.m....■■...■��■■.■..■■■■■■■■■■■■■■■� � .. . . m�. - . - � ��.......■............■...... ..............��o��o■.o..■■■■■■■■■■■■■■■� �� m�� - , . . , � . ......................m..................��......■■■■■■■■■■■■■■■� �m � - m�.� - : �� .........................................��o��o.o...■■■■■■■■■■■■■■■� �� . . m�.� - � ��■......■■..■■......■■......■■......■■...■�� .. �■■.■..■■■■■■■■■■■■■o■� �� ...�� .........................................��......■■■■■■■■■■■■■■■� �� . � .....................om.......m..........��o��o.00.�■■o■■■■■■o■■■o■� �m . . , . . . : .....................��..... � � �.......... �� m 000.� v0000■■■■o■■000 � o „ � � c o, � � � Q i � rn � � � c 0 � � i � � 0 � � U Q� m O 0 O � 0 0 � 0 � 0 0 � i � Q � � � W W � O O + 01 Q �— (/� i J i W Z � -L - POT Sto 2/+00.00 T /P PROJECT U -49/6 END PROJECT PHASE 2 BEGIN PROJECT PHASE TIE PROP BERI� SLOPE TO OFFSITE PROPERTY EXISTING BACK OF CURB 19+20 TO 20+80 LT . . ��... , . .... �.�,... MARKETPLACE ASSOCIATES, LTD. ( MARKET PLACE SHOPPING CENTER ) D_B. 661, PAGE 36 REV. No.e I REVISIONe DATEe I DRAWN BYe I C�ECKED BYe This document, toqether with the concepts and designs presented herein, as an instrument of service, is intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 I Vr ' ' `�'UJ.`�' I �NV.IN— 400.75' /.IN— 400.36' JOROMI PROPERTIES, LLC. (OLD SONIC STORE) P.B. "X", PAGE 126 'R�PARCD IN TI�IC O�F'CC OFo ■ � ._r ._ ._� .V�f - � .JV i.lr __�.._� INV.IN— 399.88' INV.IN— 401.60' INV.IN-402.34� INV.IN— 399.48' INV.OUT— 401.60' INV.OUT-402.34 ini�.� n� ir znn ^ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 �E No, F-o io2 HERMAN DAVIS 30' SEWER EASEMENT D.B.F25 PG.541 P.B.' X" PG.758 t;�,n�� ts' rtir rtAr EST 2 TONS EST 7 SY GEO SEE NOTE 2 MARKETPLACE ASSOCIATES, II, LTD. D.B. 817, PAGE 641 P/ Sto 3/+43.6/ �= 52' 5/' 37.1" fRT 1 D = 6° 00' 00.0' L = 88/.0/' T = 474.66' R = 954.93' SE = 0.035 RO = 9/' ROADWAY PLAN SHEET Sto. 26 f68.95 JAMES W. CRAWFORD & HARRIETT C. CRAWFORD P.B. "X", PAGE 758 D.B. 457, PAGE 673 INLET CHANNEL IMPROVEMENTS CLASS 'I' RIP RAP EST 100 TONS EST 205 SY GEO SEE DETAIL 6 SHEET 2-A OUTLET CHANNEL IMPROVEMENTS CLASS 'I' RIP RAP EST 45 TONS EST 95 SY GEO SEE DETA�L 6 SHEET 2-A OUTLET PROTECTION CLASS 'B' RIP RAP EST 2 TONS EST 7 SY GEO SEE NOTE 2 OUTLET PROTECTIONJ CLASS 'B' RIP RAP BANKS ONLY EST 4 TONS EST 5 SY GEO SEE DETAIL 8 SHEET 2-A NOTESo I� DRIVEWAY CUT ON PARCEL 5 WILL SLOPE AT I% AS SHOyVN ON PLANa 2o CONTRACTOR TO ROTATE RIP-RAP PAD TO ENSURE THAT THE PIPE OUTFALLS TO THE ARMORED CHANNEL BANKa ro o ao MARY ANNE DAVIS D.B. 804, PAGE 381 PREFORMED SCOUR HOLE OUTLET PROTECTION CLASS 'B' RIP RAP EST 8 TONS EST 16 SY GEO EST 30 SY PSRM SEE DETAIL 9 SHEET 2-A PKO�-CT� JOL� NUMQER: TOE PROTECTION EST 135 SY PSRI� SEE DETAIL 4 SHEET 2-A � MILLING/RESURFACING LIMITS SEE SHEET N0. 7 FOR -L- PROFILE SEE SHEETS NOS.C-I THRU C-4 FOR CULVERT PLANS U-4916 BECKFORD DRIVE WIDENING 0 f 1065000 SH�ET NUMQERe 5 � � c � � � Q � � � 'c 0 , � � a � L 0 � � U Q� m 0 0 0 � � 0 0 � 0 � 0 0 � � � Q � i � Pl = 12+64.00 456 � � ; EL = 449.97' � � � _ � � �_ � � �- ; � _ i ;_ i _ _ i i , 456 � � � � � �-- � � r i- � � � � � � � : -1- C- _ �_ _ _ �-_ -1- - -- I K= 44 � � � � - _ _ _ __ 454 VC = 80' � � � � � -___ - - -- --- -- - - -- -- 45 _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ .__ _._ _ _ _ : i i i i_ 4 � DS = 40 �IPH i � ��_ i I I I I_ � i � i i i_ _ _ _ _I _ _ I _I _ � _ _ I _. I i_ _ __ _ I 452 � _ _ _ � _ _ _ � _ _ � � _ _ i_ _ _ _ _.i _ __ ___i__ _ - �-- _ _ _ -�- -- -- -- - - --� 452 _� . i N. i �,- . Ji __ i _ . I __ � . , . � _ � - . �i � _ i _ , _ i - - � - - i- - . - -i � � - -- - �i , , � � _� ' : _ ' ' � _I _ _ _ _I _ �_�. , i - - - -_ _ 450 �---'-- 5025% � � , , �_�� i i ��i . . i i i i � i � i � i � � � i i i � 450 � p/ i i i i i i i i i i i i � i � i � i i � i i i 448 - , � ' � � � -1i _ l_ _. _ _1i _ 1_ _ _ � � �-- _ li l_ _ i -- .- _ - -�- - - - -�- - - �- - - - J- - - -- - -- - -I' 448 � � �' _ _ _ � I � � ` , � -� �- . _ - _ _ 1 � _ _ - - - - - -�- - - - I - - �- - - - -1- - - - -- -I � I i �` � i i , i 446 �. i � . �. i � ---- I �- - - - - - - - - -- - - -- - - -- -- -- - - -- - 446 _ , _ , __ _ _ . � ! � � _ _ ` �` I i i i i i 444 � _ � -+ -i- _�_ 1_ � - � J_ _� _ _� i�_ _ - - - - -- - - �- - - - -- - - -- -j 444 � � � �. , - _l� _ _ _ �i _ . � ` -- - _ � _ _ - � _ _ _ I _ _ _ � I - . �� , __ _ _._ � . I � _ __ -�- - _.i . _ _ EL /435.05 _i � � i - -- �, I I I I , _ � ' 2 � ` ` I I I � I — I _ _ _ -I— - __ _ _I,__ . -- --- — _ __ _ _ 442 •�92/, ! ! -� � � K= 589 �� i i i i i i �� , 442 I� i i , i �. I � I i�; � i BEG/ SPECI�QL ' _ i i i i : ��` i i i � � �i i i li �/C = 760' i i i i i i i i i � -� F_ � �i DITCH GRADE LT _ � ;- __. __ _� � _ �_ � � � , �- � . ii_ � _ DS � 40 �PH - _.}_. _ �_ � _ _ i- -�---- i� 440 _ ; -L - ST /2+90 �_ END SPEC/AL I I� . . � � __ _ � � � � _ _ _ _ _ . _ _ 440 �. ' ELEV = 443.40 ; ' ' DITCH GRADE LT � � �. . � — _ � � ` '- - _ _ I �._ � _ � - - - - � - �- - - ! -- - - - - - - 438 438 �-�- L- ST /3f50 � � - --_ � -� � � Gi GRADE _ _�_ �_ ELEV = 44i.65 �_ _ _ _� _ ��- _ � � �- _ i� ��_ ' � , ` ` �, _ _�_ _ _ _ �- - �- � _ _ � -. _ -- - -- - -i 436 � � � . . _ lLL OTCH T0 KEY / S9.5B �_ __ _ , � -- I , _ � , � _ � � _ _ . � � , _ _ _ � �2�/O • -�- - - �- - - - �- - - -- - � 436 O/, i i i i i i � � -L - STA 11+67.00 ELEV 450.56' � � �, �� i � � �, �� _ - � � � �3 _ - - - i _ � _ �i _ � ii : __ __ . __ i _ - - -- - _ I : i 434 � � ��` � �6pO • � � i , 434 I , I __ ; _._ _._ : , __ II __ � ` � ` $/ �_ , • I , I I I � ; I I i i i � i i i i � I I I I I ` � �J2.� `� � : -I— — - I-- I —I —— —-- —�II 432 _ _ _ _ � - -_ _ _ . __ _ -- _ _ _ � - , 8/ -- - - -- 432 �- .. r -r r� � i � � � � : � r . � � -r r� � i BEGII y SPEC/AL �_ _ _�� _+ _�- , . --�- +- _�� __ � , ____ _� __ _�_. �- _� _ _�, D/TCH GRADE LT -; � � , � � � � � ` - - - � -- - - -- -i 430 _ � : . ; _� : �_ ; . __ � : . � __ : _ . � -� - ST 17+83 , _ � � ' - � � i � � � � _ . _ 430 _� __ E V 3390 _ i i i i i i I i _ __ i i - , i i ��` I� LE 4 � �� _ _ � � � _ _� ; �_ _ � � _ �_ � � � _ _ _ _ � �_ _ _ _� _ END SPEC/AL - � ' I I 42 8 � - - -- - 42 8 �. _� _il I� _.� _�_ _�_ �._ � _�_ _ if_ _ _ : _� _ if- : _ �. � I �_ _ - - - _ - � � � ` � -- - -I _ i i �__ i_ _i_ DITCH GRADE LT �_ � ; � � �. ; �_ �_ , � � . � . � � _ _�_ _ �_ - T � � _ � � i 426 �- _ _ . , _ _ . , . , , � � .. � —� � � { --- . � = 430.50 � � � _ , 426 � _ � L S : : : � - _ _ , , , , , - - -- __ � _ , � � � � ' � _.� � � i � � i -� - � i � __ __ ! i _� _ i � - _ i _ _ i _ _ _i i '� � � i 424 _ _ �-L - BECKFORD DR � ;- ,-,, 424 �. �� i- �i � 422 SEE SHEET NOS.4 AND 5 FOR -L- PLAN 422 11 12 13 14 15 16 17 18 19 20 21 22 424 � P/PE HYDRAUL/C DAT A 424 � i _�_ � � ` _II ' I ' I � _�_ � - � ___ __ I � �. _ _ � _ _ � ` � _ � � � � _ - � l�9' x 6 RCBC fBUR/ED l 1 � -r- i - -- - � 2 ' ' 422 i _ _ � PIPE HYDRAULIC DATA , � - - - - _I 422 f i �� . i i � 1i_ _� _ __.i_ � i I i _i _ _ � ` �- DRAINAGE AREA = 0.23 SQ l. - - - - - - I �� _ _ �2 5/l 2� RCP I 420 _ _� _ : � _ , : � , __ DES/GN FREC?UENCY = 50 YRS � - -- - - 420 DES/GN D/SCHARGE = 470 CFS . ; _ _ DRAINAGE AREA = 6.0 AC ', 1 l , � ` : . .- - - -- 418 � � �- _i� . _ _� _�_ �_ � � � - � ` _ �i- DES/GN Hy� ELEVATIOIy _ 403.1 FT �- ii- -� _ _ _i- � DES/GN FREQUENCY = 50 YRS -�- _._ _.__ -_ i 418 _ __� � � �. . _ � , _ _ _ _�. , . �_ _. _ . � _ � , - 550 CFS _�_ _ - �- I DES/GN D/SCHARGE l00 YEAR D/SCHARGE _ l5 CFS � _ i i i � . � _ � i i i i � � i_ _ _ __ � i _ � � l00 YEAR Hy� ELEVAT/ON - 404.7 FT _il � � _i � DES/GN Hy� ELEVAT/ON = 400J3 FT i-- -_i 416 I -- -._ � � - F -- --- 416 i � � I OVERTOPPII yG FREQUENCY = �100 YRS , , , , , �� i l00 YEAR D/SCHARGE = 28 C S ; i _ ' i_ i' _ �` OVERTOPPIIyG D/SCHARGE = 6/7 CFS - I l00 YEAR Hy� ELEVAT/ON = 40%85 FT - - -- - � �_ � i _ � --r _�- _ -�_ �__ �' : i i - � � OVERTOPPING ELEVAT/ON = 406.34 FT - i Pl = 7+ l 0 RT PP� FR Y = �I00 YRS __ _ _ �, 414 414 � �i i�, �i- i _ � 2 9.0 OVE 0 HG EQUENC � � _ � _ . __� � : � �__ , _ � r -- ! � � ` ` EL = 403.33' �, OVERTOPPING D/SCHARGE = 44 CFS � - -- i 412 __. _ � � - - �- K = 65 - OVERTOPPING ELEVAT/ON = 406.34 FT -- -- -- - - -- -- 412 � L _ � _�_ _ ; _ � , . �_ _ ; _ � _ � , . � _ � � � , � _ _ ; _ _ VC = 330' - - - - -- -- _i _ i � � DS = 40 �IPH _ _ , 410 �- _� _� I -+ -�- _�_ +_ I �_ _ �_ __ __ _� �- �- � ` _ _ i- -- -- - - -- -'� 410 � I�� ' J _�. : J_ : J_ __ i _ . I __ � . ' . � � � _ _, � - _ _- - - - - -- - � � � � I I f � I I I f.�_ �` I I I I i � � I II 408 _ _ ' , , ; ; , � _.� _ _ - - - - - - - - - - - , 408 � � � i � � � �. . � _ _ _ _i�. . , .�_ , �_ i _ _ , _ i !� . , _ � � . � _ �_ I_ _ _ � - - -- - I , _ , J_ _ l _. _ _J _ _l_ _ _ I 406 � � _I� i � -f i � � I I : I I _ �. � . _ � � ' ' � � . . _ _ �- -._ _._. _ __ _._�, 406 _ � _ _ _ ` — � � _ _ � _ � _ i � � � 1 �--- ��-�� j -- - -1- - - - -- -I i I i i i i i i i i i i i I i I i �� _ _____ —� � i i 404 -- � _ � � � �� . � J3,6��Si 5�• _ i I i - I 404 � � � � � � • +)1.438 � , , , , ( - � � 402 i i i i i i i i i i i i i i i i i i i i i i i i � i � i i i i � � i i i i i i i i i ' 402 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �' �' I� I I I ' I I I 400 i , ; ; ; ; ; , ; ; , ; ; i i � i i i 400 1 i I i i i i I i � i i � i i 1 f 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 EXIST NG i � i i 398 � � � 72' C�P � 398 � � � � � � � � � _ I � i _ I� i � � � , I I i i I I i i I I i I I I I „ � I I I i 396 i i i i i i i i i, i i i IVORti1AL W.S.EL. = 394.4' � 24 RCP i 396 -- - - � � ELEV = 393.55' _ _ @ EXISTING CULVERT � ' _ — i i i i i i � i'i i i � i i i � � i i � � i i � � i i i i � i i � i � 394 (JANUARY 20, 20/Ol -- 394 i � � ; . ; ; ; -� - BECKFORD DR �@9- X 6- RCBC �BURIED l-� � � � � � � � � �. �__ �� .'�� 39� 392 , �� i i � � � i i � i i i i i � � � � . _ _ 1 I i i 1 I I I I f i i 1 I f i i 1 I f , l I I I � I 39� SEE SHEET N0.5 FOR -�- PLAN 39O 22 23 24 25 26 27 28 29 30 �R��A�� iN Ti�i� or��c� o�o ��`��`�ARO��i, HORIZ P�o�-cT� �. o� ,. .....,. ��. � o o a o ■ .`�� . : O� � S S�O� ti9 i��I �� U-4916 . ROADWAY PROFILE SHEET "'_.� 0244369�' - BECKFORD DRIVE WIDENING REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe � � This document, toqether with the concepts and designs presented herein, as an instrument of service, is i,� '• % � VERT fntended c�nly for the speciflc purpose and cllent -For which lt was prepared, Reuse of and improper ��F�'•Fi�G �,�,r �� reliance on this document without writTen authorization and ado tion b Kimle Horn and Associates, Ince �� • �N�••• �� 0 � ��o�yb ghttKimle IiNbliln a dl AKimoc atorn and O IOoclatesv i��, P y Y- �� g�x 53�� -(R��EIG�I� ��V�THF�X� g�l �Q� I i�2��O�U pE N0, F-0102 ,,,,��III 111►►oO,,,, �o� NUMQE�: � I ICE'�000 sH�ET NUMQERe 7 f Y- P��NE° �g I �) �077-� � c Q, � � a � � � � � c 0 � � � --, � a � i 0 � � U Q� � �. 0 0 O � � 0 O i O 3 � 0 0 � I J Q � � � 424 � � ' 1 __� � � ��-- � � � -I- � � �� _ � � � - 1 � _ i _ � � _ i 1_ - �_ ; � _ __ , 424 � � � � i i _ _ i __ i i ____ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ ._ _ _._ _ _ _ __ ___ __ _ _ __ __ 422 : : : i i i i i_ i i i_ 422 � _ �- ---- -i - !- i_ - ___i__ - - -! 420 _ ;� _- _ � __ _ � _� _ � - � _ _ � � _ � � _ _ _.i - __ - ��-- _ _ _ -�- -1_ __ __ - - � 420 _i_ __ _ � � _ � , _ _ _�. , �_ . _ J_ _ _ _ � , � _ _ _ . � � , _ _ - - - - - - �- - - - - -- - � i � � i i � i � � i � � i i � i � � i i i � � � � P/ 32 �79 00 � � � � - , , _ , _ _ _ _ . _ _ - - - _ i _ _ _ _i i 418 � i � ! ! � i ! � � ! � � � � EL = 4/0.35' � i i � i i � � � i i � � � � � � i � � i � � � � � � i i i � 418 i il i i i i i i -� K= lOO _ l_ . _ I I �_ _ I l_ � i i � i � i � i � � i_ J- --I _._ _._. _ __ �. _� � _.i � _.� _�_ . . _�_ �._ �I i _ , i � � �- i I - � - I- _ - -�- - _ _ _I_. _ _ i _ _ � i 416 VC 3/0 416 _ i _ � _ , _ _I I _ � _ -, os � 4o MPH �- _ _ � r _ _ _ _ _ - -r - - - � - - �- - - - -�- - - - -- -� 414 �. i � _ _ i i : �. i � �_ _ _ _ - , - - - _ - - - - - - - -�- _ _ ! -�- -- - - - - -- - 414 i- --I-- _� __ i _ _ _i � _ -- Pl = 36+5600 '- - -' 412 � _� � _i -� -�- _�- + _�_ __ _ �- �- � f- , � - - -- - - � - - -- - - -- � _ _ _ _ � __� �. : . �_ � _ � _ _ _ - ! ' � _ � � � - _ . � � _ _ � _ _ EL = 404.08 - - - � - - - � - i 412 � � �� , � � � � , � � � � � , � �, � � i K= l35 i � � � ii �i ii_ - -- -- - -- -- - - - -! - - - -- - -- - -�-- -- --- - - -- - - i i _ i i _ i_ � � 410 I i i i � � � � � i i -F)1.4385� (-��6 , I i i i II i II I. II �/C = l5�' �i i �� i I i I i i II �i 410 � � � � - l 3/� � � � � � � � � �. DS � 40 �IPH i i i � � � � � � � � -�F_ %� � � - , � ______----__�,_ � _ �� _ �_ �. ii_ � - - -�- - �- -� - - i- -}---- --- -�� 408 _ _ _ _ , 408 _ _ — � � � — — — � � � _ _ — � ; _ _ _. _ _ _ . — ._ . � �. _ _ i— I - — �— - - -- — — — — - - � � �I �I � ^ ► -.— _ _ _ . _ — _ _ _. — � . , i 406 ___�� - - _ _ _ _ _ _ �--�__ i i i 406 - .., � — , , � I _I i II I I �— I— � . _�i � � � _ " -J/„663//. - - -�i- - - - i- - -� _ _ -�- - - - - - -- - -i 404 � ��-- � _� �.: . �_ �_: J_ __ I __ I _ ��: � ��_ � � , ��___ �, - -�- - - �- - -- - - -- -� 404 i � i � � i � � i � � � � � i i i , � �2. � i i i i � � II : I I I ! I : __ , , __ . , __ ' II_ I � ' ' - - - � �5 • - - - - I - - - -- - II . � ' �� _ _I_ _ I I -. / I_ I I � 402 ; _ r . _ : ' , 402 �_ , i , II i , i , __ II �_ ' ' -Z"'?5/ _ � � ` -�- - - �-- � -�I - - - -- - II BEGIN SPEC/AL ' � D/TCH GRADE LT � ••,. � i I i i � , i i � � � � � � � � � I i i L - ST 35 +32 � 400 -T 1- �- _ I _ _ _ _� �. _ �_ � _ _ � __ r . _ � __ �. --r _ 1- �- - - � � - . , , _ � � � �_ i - -- j 400 ., ` _ _ �- _ _�� _� _E_ , _�_ + _�� __ E ____ _� __ _�_. �- -� - ELEV = 4 .00 �- _ _ _ _ -I- -- - - -- -i� 398 _ � : . ; _� �_ , . . __ � . . � __ ; _ . 1 ! - � _ - - 398 i __ _ _ - - - - -_— � � _ i i - �. . �. � � � � � � � � � � i _� , _ . _ , END SPEC/AL _ � � _ �_ � � � _ _ _ _ � � _ - - - - _� _ D/TCH GRADE LT _ - -L - - - -- -I 396 _ � _ � _ � : _ _� , . �_ ; _ 396 i, ' _ _ _ i _i _ i _ _ _i _ i _ _ ii i _ i- - i- _ _i_ -L - ST 37+38 i - -� � _� � � i� �_ �_ �- �_ � �- � � �- - - - - - -�- - - - - - -- i 394 �- _ _ , _ _ , � , � . � � �. . � � _ _�_ _ �- � LEV = 399.37 _ I - - -- - I 394 , _ E �_ _ _ � , , � � , � -� - _. - --_ _--- � _ - - - , � R i : � � � � i-� -. i_ i i__ . __ �: i / pc c p p �' , I � i lLL NOTCH T0 KEY-lN S9.5B I i - -- - � 392 . � � � , � � � � �-L UL C�l 0/1 ��l� � -L- STA 38+65.00 ELEV 398.28' . i 392 � � �� _ i i � � I I � ' ; 390 SEE SHEET N0.6 FOR -L- PLAN 390 30 31 32 33 34 35 36 37 38 39 i i i �_ _ i _i ._ � i_ _� �__ � ----- � _ � i i i- i � _ _ i _� � i_ !- � i - -� __ i _ � i i i � � � � �. _ � _ � i_ i i i � � � � � r r- �r- r- �- - - - r- - - -- - � �_ � _ _ __ �i i __ _ � � �_ _ �_ � � __ . _ �_ �_ _� _ _ _._ _� -- !�- - -- �- - -�_ � �_. � --- - -- - - - _i � _� _ � _ _� _ � � _ _ - � � -� -- � �- ! -�- ! -� - --- � ; � �_ � _ ; _ � �� _ � � _ _ _ _� i_ i , , i ; � i � i _ _ _ , _ -- _ _ _ _ _ _ - - - - - - - - - - - -- - - . i � � � � i i i _ _ , , _� , �_ , J_ , � � , � . _ _ _ _ _ , _ _ � _ _ _ �_ I � i i_ _i_ __ ' _i _ � _ _ : i _ i_ � _ i i i- 1- -1- --1- !-- �- -1___._ _._i _ _ _ _ __. _ _ ____ _ _ _ _ - - - - - _ _ _ _ _ _ -- - -- __J �. , J_ l__ _ J _ -- _ _ �. , _ _l � �. _ _ . J L , _ _ _ __l _1_ -1- I- - -1-� _L_ _I 1 _ I � � � i _ I i i I i ' ' i I I I i i I I j � _ i— j i I __ � � -� i— ' I i i --�-- — -- -- i I I I I I I I II_ I ! , I I I I ! __ . , __ . , __ I II_ I _ I _ _ _I . . - - -- — -- — — -- - - — -- — _ -- -- — — -- - ! I I I I I I � I I I I I I I I I I I � � I I I I I I I I I I � � � : . _ ;__r _�. . . . .�- �--; . . �_ __ _ r . . � __ � � _ � - . � r - ; - - - _ _ _ -�- - - - -- 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 f_ I I i i i _. _ _ _. ---- - -- - - -- - - - - - - - - - -- - -- -- - - - - -- --- -- - - -- -- i .i . . i i _ J _ _ I� . �_ _ . _ � � __ J � . _ _ _ _ J __ _ _ _ _L _ _I �_ _� _I _ _ _ _ _ _ _ _ _ _ - - _ --- _ I i __ 1_ I __ I J __ I i J I i f I _ I _ i _--_ I . _ _. 1_ I_ I_. I_ !__I_ I __ 1 I_. 1__ ! I_ 1 !_- -1---- __i _ _ _ _ _ - --- _ __ _ _ � _ J , _ _ _ _�. , J_ . _ J_ __ , _ __ � , � l _ _ _ . J � , _ _ - - - --1- - - �- - - - - -- - � I � I I i I I I I I � I i I I I I I I I I I I � - , , , , , , _.� _ , , _ � � - - - - - _ I _ _ _ _I _ I � � � i � i i � � � i i i � � I I I _i i I i � I i � I I I I I I i I I � � ��.. � i �._ . �_ _ _ �_ __ � _ � __ �_ � ��__ .� � _ _ _ _ -- - _ �- - __ - -- -I i _ _ _ _ _l_ _1_ _ _ , _i_ _ i_ _. _ _i _ i__ _ _ i i i- _ . �- - _i � � � � � � � � � � � - - � _ ._ _ _ __ _ _.._ _ __ __-i � _ _ � _.____ __ _ __ � � � ,, , � � � � � � � � � � � � � � � � � � � � � � � � � � � � _ _ ; _ - ; _ _ - _ _ ---- _ _ - i - - - - --- - - -- - - - - - - -- -- - - - - i � i i i �, � i i i � � i i i �, � i i i � � i i i , � i , i i , i i I i I I i i i i i i i i i i I - - � - i i i _ _ i i i i I I I ' I I ' I I I I I I I I I I ' I I I I I I I I I ' I I I ' I I I ' I I i I I i I I I I I I I i I I i I i i i i i i i i i i i i i i i i i i i i I i i i i I �i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � I � I I I I I I I I ' ' I I I ' ' I I I ' ' I I I ' ' I I I I I I I I ' I I I I ' I I I I I I I I I I I I I I I I I I I i i i i i i i i i i i i i i i i i i i i i i i i i i i I I I I I I I � i I I I I i i I I I I i � I I I I � � I I I I I i I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I i I I I I i I I I li i I i I I i I i I I i I i I i I � I� I I� I � I I � I i I '� I I I I i i I I I I I I i i I I I i i I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I li � � � � � � � � � � � � � � � I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �R��A�� iN Ti�i� or��c� o�o ��`��`�ARO��i, HORIZ P�o�-cT� �. o� ,. .....,. ��. � o o a o ■ .`�� . : O� � S S�O� ti9 i��I �� U-4916 . ROADWAY PROFILE SHEET "'_.� 0244369�' - BECKFORD DRIVE WIDENING REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe � � This document, toqether with the concepts and designs presented herein, as an instrument of service, is i,� '• % � VERT fntended c�nly for the speciflc purpose and cllent -For which lt was prepared, Reuse of and improper ��F�'•Fi�G �,�,r �� reliance on this document without writTen authorization and ado tion b Kimle Horn and Associates, Ince �� • �N�••• �� 0 � ��o�yb ghttKimle IiNbliln a dl AKimoc atorn and O IOoclatesv i��, P y Y- �� g�x 53�� -(R��EIG�I� ��V�THF�X� g�l �Q� I i�2��O�U pE N0, F-0102 ,,,,��III 111►►oO,,,, �o� NUMQE�: � I ICE'�000 sH�ET NUMQERe 8 f Y- P��NE° �g I �) �077-� �" I' .,�\ " I' I�:' C�) I��'' \� C�)J I'� " I' I I' ��' .,��. I'� C�) I., I.\\' .,��, II)' I�� I� I C�) \� C�) I"� I I I( I� I I`� �.,'�, �'� SCALE: 1" = 2000' "� � � 11t.C.D.O.T. WORK ZO1VE TRAFFIC C011tTROL N oF — 1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 2 76 9 9-1561 �� NORr �h• � 750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY) ��oF �-q\� ��„ �_ PHONE: (919) 773-2800 FAX: (919) 771-2745 � �� o `�� .�� 1 I I o�_�� — O�- �. s -��v�� J . S . BOURNE , P . E . � �� . S T A T E T R A F F I C M A N A G E M E 1 1 l T E 1 1 t G I 1 V E E R �� ti m Z � �� u � JEFF M00RE P. E. � � � � � TRAFFIC CONTROL PROJECT E11tGI11tEER o� � o � ; - �° �� ,�� \ � � � J. JASON PACE , P. E. TRAFFIC CONTROL PROJECT DESIGIV ENGI11tEER ��Fti� sQ°� o WORK ZO1VE SAFETY F� MOBILITY o�F _ ; �' TRP "from the MOUNTAINS to the COAST" JASON JOHNSON TRAFFIC C011lTROL DESIG1V E1VGI1VEER rRAFF G I1�DEX OF SHEE TS SHEET N0. TMP-1 TMP-1A TMP-2 & 3 TMP-4,6-9 TMP-5 TMP-10 TO TMP-13 TITLE TITLE SHEET, AND INDEX OF SHEETS LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, LEGEND, AND TEMPORARY PAVEMENT MARKING PROJ ECT NOTES PROJECT PHASE 1, CONSTRUCTION PHASING DETAILS PROJECT PHASE 1, DETOUR ROUTE PROJECT PHASE 2, CONSTRUCTION PHASING DETAILS ■ �) APPR O VED: DA TE: ��, C A R p��i� �� 4Q` •'' ' '•• � �ti'i. �.`�; ��ESS�/p�.:9''. . :: �� ; � SEAL 9!•' � � . SEAL ' " � 024436 � � � . : � : � : ,� �. .� � �•,��,,c. FN� � NE`��; ��,��. ,,,, � ��i i►► �0�,,� � �� e TMP-1 • � R OAD WA Y S TA1�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. 1 101 . 01 1101.02 1101 .03 1101 .05 1101 .11 1110.01 1110.02 1130.01 1135.01 1145.01 1150.01 1180.01 1205.01 1205.02 1205.04 1261 .01 1261 . 02 1262.01 1264.01 1264.02 TITLE WORK ZONE WARNING SIGNS TEMPORARY LANE CLOSURES TEMPORARY ROAD CLOSURES WORK ZONE VEHICLE ACCESSES TRAFFIC CONTROL DESIGN TABLES STATIONARY WORK ZONE SIGNS PORTABLE WORK ZONE SIGNS DRUMS CONES BARRICADES FLAGGING DEVICES SKINNY - DRUM PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO LANE AND MULTILANE PAVEMENT MARKINGS - INTERSECTIONS ROADWAYS GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING GUARDRAIL END DELINEATION OBJECT MARKERS - TYPES OBJECT MARKERS - INSTALLATION GENERAL � DIRECTION OF TRAFFIC FLOW �� DIRECTION OF PEDESTRIAN TRAFFIC FLOW EXIST. PVMT. - '- NORTH ARROW PROPOSED PVMT. WORK AREA � �>;;�>',�� REMOVAL , TRAFFIC CONTROL DEVICES BARRICADE (TYPE III) CONE DRUM � SKINNY DRUM O TUBULAR MARKER TEMPORARY CRASH CUSHION FLASHING ARROW BOARD FLAGGER LAW ENFORCEMENT TRUCK MOUNTED ATTENUATOR (TMA) CHANGEABLE MESSAGE SIGN TEMPORARY SIGNING IQ PORTABLE SIGN I- STATIONARY SIGN p STATIONARY OR PORTABLE SIGN SIGNALS ., F- -y � ;EXISTING F- -i �---- ❑ �--�� PAVEMENT MARKINGS -EXISTING LINES - TEMPORARY LINES PAVEMENT MARKERS �T � M TEMPORARY �P � CRYSTAL/CRYSTAL � CRYSTAL/RED . YELLOW/YELLOW PAVEMENT MARKING SYMBOLS � � PAVEMENT MARKING SYMBOLS LE GE1�lD TEMPORARY PAVEMENT MARKING PA PD PE PI PV P4 PAINT PAINT PAINT PAINT PAINT PAINT (4" WHITE, (4" WHITE, (4" WHITE, (4" YELLOW, (8" YELLOW, (24" WHITE, 2X) 2X) 2X) 2X) 2X) 2X) EDGELINE 4" x 2' MINISKIP SOLID LANE LINE DOUBLE CENTER LINE DIAGONAL STOP BAR . �> APPROVED: DATE: oN � F H/G ,`�� oF NORTH y� `��\11111►�� c'9 � �� ,q R 0 ��ii � �`� °c �'� �� ,,.. . .., � / �i o ,��- . J+ '� ° '' � � �' � �'� � 2 ROADWAY STANDARD �� F $$ � . 9 � : :' �� ti9 � � � � � � �� DRAWINGS & LEGEND � SEAL ! ' � � � o O SEAL � 024436 = p � � � . � : 9° ��. ,�Q' /� ';F,�, �• FN� �,�: � � .�' � ��F oe- /� i�� .,,. I NE.. �� l��a �� R��se �O ,��iii�i►��, �F T R A F F� G GEN ER:AL NOTES CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER. 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. TIME RESTRICTIONS A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS: ROAD NAME DAY AND TIME RESTRICTIONS BECKFORD DRIVE MON-FRI (6:00 AM TO 9:OOAM AND 4:OOPM TO 6:OOPM) BECKFORD DRIVE SAT-SUN (WITH APPROVAL OF THE ENGINEER) B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS: ROAD NAME BECKFORD DRIVE HOLIDAY 1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC VOLUMES, AS DIRECTED BY THE ENGINEER. 2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 4:00 P.M. DECEMBER 31st TO 9:00 A.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY, SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 9:00 A.M. THE FOLLOWING TUESDAY. 3. FOR EASTER, BETWEEN THE HOURS OF 4:00 P.M. THURSDAY AND 9:00 A.M. MONDAY. 4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 4:00 P.M. FRIDAY TO 9:00 A.M. TUESDAY. 5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 4:00 P.M. THE DAY BEFORE INDEPENDENCE DAY AND 9:00 A.M. THE DAY AFTER INDEPENDENCE DAY. IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY THEN BETWEEN THE HOURS OF 4:00 P.M. THE THURSDAY BEFORE INDEPENDENCE DAY AND 9:00 A.M. THE TUESDAY AFTER INDEPENDENCE DAY. 6. FOR LABOR DAY, BETWEEN THE HOURS OF 4:00 P.M. FRIDAY AND 9:00 A.M. TUESDAY. 7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 4:00 P.M. TUESDAY TO 9:00 A.M. MONDAY. 8. FOR CHRISTMAS, BETWEEN THE HOURS OF 4:00 P.M. THE FRIDAY BEFORE THE WEEK OF CHRISTMAS DAY AND 9:00 A.M. THE FOLLOWING TUESDAY AFTER THE WEEK OF CHRISTMAS. 9. FOR SPECIAL EVENTS , BETWEEN THE HOURS OF 4:00 P.M. THE (DAY) OF THE WEEK OF THE SPECIAL EVENTS AND 9:00 A.M.THE FOLLOWING (DAY) AFTER THE WEEK OF THE SPECIAL EVENTS. C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE HAULING OPERATION IS PROTECTED BY BARRIER OR GUARDRAIL OR AS DIRECTED BY THE ENGINEER. LANE AND SHOULDER CLOSURE REQUIREMENTS D) 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 DIRECTED BY THE ENGINEER. P ROJ E CT N OT E S E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING N0. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING N0. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. H) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER. PAVEMENT EDGE DROP OFF REQUIREMENTS I) 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: J) 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 ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 350' IN ADVANCE AND A MINIMUM OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. TRAFFIC PATTERN ALTERATIONS K) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. SIGNING L) M) N) 0) P) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. PROVIDE PERMANENT SIGNING. PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS. PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN IN THE TRAFFIC CONTROL PLANS. COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION. COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE DETOUR WHEN THE DETOUR IS NOT IN OPERATION. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. Q) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) AND/OR "BUMP" SIGNS (W8-1) IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE ENGINEER. PROJ. REFERENCE NO. SHEET NO. U-4916 TM P-2 Kimle >>> Horn v �C 2��5 PostOffice Box 33068 Raleigh, North Corolina 27636 PE N0. F0102 TRAFFIC CONTROL DEVICES R) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY WHEN LANE CLOSURES ARE NOT IN EFFECT. WHEN SKINNY DRUMS ARE ALLOWED REFER TO SECTION 1180 OF STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES OR AS SHOWN IN THE PLANS. S) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. PAVEMENT MARKINGS AND MARKERS T) U) V) W) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE AS SHOWN IN THE PAVEMENT MARKING PLAN. INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS: ROAD NAME: BECKFORD DRIVE MARKING: PAINT MARKER: NONE TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS BY THE END OF EACH DAY'S OPERATION. MISCELLANEOUS X) POLICE (PROVIDED BY CITY) MAY BE USED TO MAINTAIN TRAFFIC THROUGH THE WORK AREA AND/OR INTERSECTIONS AS DIRECTED BY THE ENGINEER. Y) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING 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) AND RESPECTIVELY IN ADVANCE OF THE UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS. Z) ALL WHEELCHAIR RAMP LOCATIONS SHALL BE DERIVED FROM STATIONING SHOWN ON PAVEMENT MARKING PLANS OR AS DIRECTED BY THE ENGINEER. APPROVED: DATE: ,,•,,��'�ARo�,.., PROJECT NOTES ��•�� ,,,... .,,.1 � �i� :.��; ��E$$/��;y9��,� � :' �� . � SEAL 9!•� ' scA`E: REVISIONS _ � SEAL ' " ' 024436 � � � DATE: � � � ,��F'c��`.c�l'� I NE`�� .'�,,�� DWG. BY: .J.I ,�I� �� },�� Q�,��, DESIGN BY: JJP ��, REVIEWED BY: ��I�/M F LDD PHASI NG NOTES PROJ ECT PHAS E 1 CONSTRUCTION PHASE I (SEE SHEETS TMP-4 AND TMP-5) IF WORK IS NOT PURSUED WITHIN 3 DAYS OF SIGN INSTALLATION, THE WORK ZONE ADVANCE WARNING SIGNS SHALL BE COVERED OR REMOVED IN A METHOD APPROVED BY ENGINEER. THESE COVERINGS SHALL BE MADE IN ACCORDANCE WITH SECTION 1110 OF THE NCDOT STANDARD SPECIFICATIONS. STEP 1) PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS AS SHOWN ON NCDOT ROADWAY STANDARD DRAWING N0. 1101.01. STEP 2) WHILE MAINTAINING EXISTING TRAFFIC ON BECKFORD DRIVE, AND ACCESS TO ALL INTERSECTING ROADWAYS AND DRIVEWAYS, THE CONTRACTOR SHALL USE NCDOT ROADWAY STANDARD DRAWING N0. 1101.02 (SHEET 1 OF 9) AND PERFORM: - CLEARING AND GRUBBING - POWER LINE RELOCATION - TEMPORARY RELOCATION OF WATER AND SEWER UTILITIES IN THE PROPOSED BOX CULVERT LOCATION. STEP 3) PLACE OFF-SITE DETOUR SIGNING ON BECKFORD DRIVE, DABNEY DRIVE AND ROANOKE AVENUE. WORK IN A CONTINUOUS MANNER TO COMPLETE THE FOLLOWING WORK OF PHASE I STEPS 4& 5 WITHIN 42 CONSECUTIVE CALENDAR DAYS (SEE INTERMEDIATE CONTRACT TIME). STEP 4) CLOSE BECKFORD DRIVE TO THRU TRAFFIC BETWEEN DABNEY DRIVE AND ROANOKE AVENUE AND DETOUR TRAFFIC TO DABNEY DRIVE AND ROANOKE AVENUE. SEE SHEET TMP-5 FOR DETOUR PLAN. THE CONTRACTOR SHALL USE NCDOT STANDARD DRAWING N0. 1101.03 (SHEET 1 OF 9)FOR ROAD CLOSURE DETAILS. STEP 5) WHILE MAINTAINING ACCESS TO THE BUSINESSES ON BECKFORD DRIVE FOR LOCAL TRAFFIC, THE CONTRACTOR SHALL: - CONSTRUCT PRECAST BOX CULVERT AND REPAIR EXISTING ROADWAY DAMAGED DURING BOX CULVERT CONSTRUCTION. - BEGIN BECKFORD DRIVE'S PROPOSED SOUTH SIDE WIDENING. CONSTRUCTION PHASE II (SEE SHEETS TMP-6 AND TMP-7) STEP 1) OPEN BECKFORD DRIVE BACK TO THRU TRAFFIC. REMOVE OFFSITE DETOUR SIGNS AND RESTORE ROANOKE AVENUE THREE-WAY STOP TRAFFIC PATTERN. STEP 2) USING NCDOT ROADWAY STANDARD DRAWING N0. 1101.02 (SHEET 1& 2 OF 9) THE CONTRACTOR SHALL COMPLETE BECKFORD DRIVE'S PROPOSED SOUTH SIDE WIDENING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE. CONSTRUCTION PHASE III (SEE SHEETS TMP-8 AND TMP-9) USING NCDOT ROADWAY STANDARD DRAWING N0. 1101.02 (SHEET 1& 2 OF 9) THE CONTRACTOR SHALL: STEP 1) PLACE TEMPORARY PAVEMENT MARKINGS ON BECKFORD DRIVE THAT INCLUDE NEWLY WIDENED AREA AND SHIFT TRAFFIC ACCORDINGLY. STEP 2) USING NCDOT ROADWAY STANDARD DRAWING N0. 1101.02 (SHEET 1& 2 OF 9) THE CONTRACTOR SHALL CONSTRUCT BECKFORD DRIVE'S PROPOSED NORTH SIDE WIDENING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE. STEP 3) PLACE FINAL LAYER OF SURFACE COURSE ON BECKFORD DRIVE AND PLACE PERMANENT SIGNING. STEP 4) PLACE PERMANENT PAVEMENT MARKINGS AND MARKERS ON BECKFORD DRIVE AS SHOWN IN THE PAVEMENT MARKING PLANS. STEP 5) OPEN ALL LANES OF BECKFORD DRIVE TO TRAFFIC. STEP 6) REMOVE ALL WORK ZONE SIGNS AND DEVICES. PROJ ECT PHAS E 2 CONSTRUCTION PHASE I (SEE SHEETS TMP-10 AND TMP-11) IF WORK IS NOT PURSUED WITHIN 3 DAYS OF SIGN INSTALLATION, THE WORK ZONE ADVANCE WARNING SIGNS SHALL BE COVERED OR REMOVED IN A METHOD APPROVED BY ENGINEER. THESE COVERINGS SHALL BE MADE IN ACCORDANCE WITH SECTION 1110 OF THE NCDOT STANDARD SPECIFICATIONS. STEP 1) PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS AS SHOWN ON NCDOT ROADWAY STANDARD DRAWING N0. 1101.01. STEP 2) WHILE MAINTAINING EXISTING TRAFFIC ON BECKFORD DRIVE, AND ACCESS TO ALL INTERSECTING ROADWAYS AND DRIVEWAYS, THE CONTRACTOR SHALL USE NCDOT ROADWAY STANDARD DRAWING N0. 1101.02 (SHEET 1 OF 9) AND PERFORM: - CLEARING AND GRUBBING - POWER LINE RELOCATION STEP 3) USING NCDOT ROADWAY STANDARD DRAWING N0. 1101.02 (SHEET 1& 2 OF 9) THE CONTRACTOR SHALL COMPLETE BECKFORD DRIVE'S PROPOSED SOUTH SIDE WIDENING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE. CONSTRUCTION PHASE II (SEE SHEETS TMP-12 AND TMP-13) USING NCDOT ROADWAY STANDARD DRAWING N0. 1101.02 (SHEET 1& 2 OF 9) THE CONTRACTOR SHALL: STEP 1) PLACE TEMPORARY PAVEMENT MARKINGS ON BECKFORD DRIVE THAT INCLUDE NEWLY WIDENED AREA AND SHIFT TRAFFIC ACCORDINGLY. STEP 2) USING NCDOT ROADWAY STANDARD DRAWING N0. 1101.02 (SHEET 1& 2 OF 9) THE CONTRACTOR SHALL CONSTRUCT BECKFORD DRIVE'S PROPOSED NORTH SIDE WIDENING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE COURSE. STEP 3) PLACE FINAL LAYER OF SURFACE COURSE ON BECKFORD DRIVE AND PLACE PERMANENT SIGNING. STEP 4) PLACE PERMANENT PAVEMENT MARKINGS AND MARKERS ON BECKFORD DRIVE. STEP 5) OPEN ALL LANES OF BECKFORD DRIVE TO TRAFFIC. STEP 6) REMOVE ALL WORK ZONE SIGNS AND DEVICES. PROJ. REFERENCE NO. SHEET NO. U-4916 TM P-3 Kimle >>> Horn v �C 2��5 PostOffice Box 33068 Raleigh, North Corolina 27636 PE N0. F0102 APPROVED: DATE: ,,,,.��'�ARo��,,, PROJECT NOTES :.��: O� E $ $ /�� ; y9��. � :' �� . � SEAL 9!•� ' scA`E: REVISIONS _ � SEAL ' " ' 024436 � � � DATE: � � � ,��F'c��`.c�l'� I NE`�� .'�,,�� DWG. BY: .J.I ,�I� �� },�� Q�,��, DESIGN BY: JJP ��, REVIEWED BY: ��I�/M F LDD � � �CKFORD DRIVE (SR 116� _ 50' BST CLOSED �0 FT VV20-3D 48" X 48" � r� —L— BECKFORD DRIVE (SR 1165) TYPE III BARRICADE —L — ST A 26 �40 +/ — R11 -2 48"X30„ TYPE III BARRICADE FULL CLOSURE PROJ. REFERENCE NO. SHEET NO. U-4 916 TM P-4 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 NOTE: SEE TCP-5 FOR INFORMATION ON PROPOSED DETOUR ROUTE TEMPORARY PAVEMENT MARKINGS (TYP) —L— STA 28+20 +/— NEW CONSTRUCTION WEDGING AND RESURFACING PAVEMENT REMOVAL APPROVED: DATE: PROJECT PHASE 1 ,,,.,o��AR��;-.,, CONST. PHASE I �. �. �E$$/� ;yq�•� : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111111►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD DocuSign Envelope ID: 2906071 E-F7C0-4E6F-8595-B641266A516F 0 � O DETOUR AHEAD W2 0-2 48" X 48" : TYPE III BARRICADE R11-2 48" X 30" TYPE III BARRICADE(S) FULL CLOSURE BECKFORD M4-9 DRIVE 30" x 24�� DETOUR M4-s 24 X 12 � M5-1 L 21" X 15" � BECKFORD M4-9 DRIVE 30�� x 2a�� D ETO U R M4-s 24 X 12 <� M6-1 21" X 15" O u � R11-4 60"X30„ ROAD CLOSED TO THRU TRAFFIC TYPE III BARRICADE CLOSED EAST BECKFORD M4-9 DRIVE as�� x sb�� DETOUR ^^4; a 24 X 12 �, Mb-1 21" X 15" W20-3D 48" X 48" � M4-10R O 48"X18„ � TYPE III BARRICADE �ROAD CLOSED 1\0 F W20-3C 48" X 48" EAST BECKFORD M4-9 DRIVE 48" x 36" DETOUR I M4-8 24" X 12" �M5-1 R 21" X 15" 0 /ROAD� CLOSED .1500 F� R11 -4 60"X30„ ROAD CLOSED TO THRU TRAFFIC TYPE III BARRICADE BECKFORD M4-9 DRIVE 30" x 24�� OH I DETOUR I M4-8 24" X 12" W2 0-3 B 48" X 48" � M5-1 R 21" X 15" i� �� i� �� ' STOP'� RETAIN O�t >j ♦ � ♦ TO INSTALL PLAQUE Rl-2A (TEMPORARY) NCOMIN 24�� x �s�� TRAFFIC M4-10L 48"X18„ EAST BECKFORD M4-9 DRIVE 4s" x 36" �/ D ETO U R M4-8 24 X 12 � M6-3 21" X 15" OFF-SITE DETOUR ROUTE PROJ. REFERENCE NO. SHEET NO. U-4916 TCP-5 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 � CONVERT THREE-WAY STOP TO ONE-WAY STOP INTERSECTION DURING TRAFFIC DIVERSION OF EAST BECKFORD DRIVE. STOP AHEAD SIGNS AND STOP SIGNS TO BE COVERED AND STOP BARS TO BE REMOVED ON ROANOKE AVENUE TO ALLOW CONTINUOUS AND SMOOTH FLOW OF DETOURED TRAFFIC ON ROANOKE AVENUE. REPLACE STOP BARS AND REMOVE COVERS UPON CULVERT COMPLETION. DocuSi ned b : APPROVED: .� �b�''�- DATE: PROJECT PHASE 1 �,o��'cA',e'o��.,, DETOUR ROUTE �� o� ....... ...... i �. �.��.. �E$$/� .y9�� : : �� ti �' i : : Q qr'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . '�IF'c�•�F'1'� I NE`��•� �� DWG. BY: JJ ,,,, ��111111►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD � � �CKFORD DR 50' PROJ. REFERENCE NO. SHEET NO. U-4916 TMP-6 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 NEW CONSTRUCTION WEDGING AND RESURFACING PAVEMENT REMOVAL APPROVED: DATE: P ROJ E CT P HAS E 1 ,,,.,o��AR��;-.,, CONST. PHASE II �. �. �E$$/� ;yq�•� : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111 11►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD —L— STA 38+00 +/— I � ~ �IVE (SR 1165) ~ PROJ. REFERENCE NO. SHEET NO. U-4916 TMP-7 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 O1 T � NEW CONSTRUCTION WEDGING AND RESURFACING PAVEMENT REMOVAL APPROVED: DATE: P ROJ E CT P HAS E 1 ,,,.,o��AR��;-.,, CONST. PHASE II �. �. �E$$/� ;yq�•� : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111 11►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD PROJ. REFERENCE NO. SHEET NO. U-4916 TMP-8 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 NEW CONSTRUCTION WEDGING AND RESURFACING PAVEMENT REMOVAL APPROVED: DATE: PROJECT PHASE 1 ,,,.,o��ARo�;-.,, CONST. PHASE III �. �. �E$$/� ;yq�•� : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111 11►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD � � —L — ST A 38 f 00 +/ — u PROJ. REFERENCE NO. SHEET NO. U-4916 TMP-9 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 -L- BECKFORD DRIVE (SR 1165) NEW CONSTRUCTION WEDGING AND RESURFACING PAVEMENT REMOVAL APPROVED: DATE: PROJECT PHASE 1 ,,,.,o��AR��;-.,, CONST. PHASE III �. �. �E$$/� ;yq�•� : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111 11►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD N � � r � � .� w > � 0 � W m 0 ,�� i�� i � EXIST TRAFFIC SIGNAL O � O -�- srA iif�o +i- PROJ. REFERENCE NO. SHEET NO. U-4 916 TM P-1 O Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 O � � � Q _ NEW CONSTRUCTION WEDGING AND RESURFACING PAVEMENT REMOVAL � � � I �' W W _ (/� w w � 0 0 + rn Q � � i J i W Z � _ U �— Q � APPROVED: DATE: PROJECT PHASE 2 ,,,..��'�AR��;,,, CONST. PHASE I .��,��'��FESS.�Q �'9,��. : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111 11►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD O O1 T O N -L - POT Sto 2/+00.00 � w w � w � 0 O + O� Q f -- � I J z J _ U � Q � \/ � I « � —L— BECKFORD DRIVE (SR 1165) I —. � � �J �} i� �� --� � % ■ PROJ. REFERENCE NO. SHEET NO. U-4 916 TM P-11 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 - - _ =�__,. �-�-- I �� I �'�� `! —�� - � � �� _ � � � � - � _��`�\ � \ � `� ! _� \ ��, ��\�� \ , � NEW CONSTRUCTION �� WEDGING AND RESURFACING PAVEMENT REMOVAL APPROVED: DATE: PROJECT PHASE 2 ,,,..��'�AR��;,,, CONST. PHASE I .��,��'��FESS.�Q �'9,��. : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111 11►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD �� N � � r � � .� w > � 0 � w m � I r��' �■ I�� I � EXIST TRAFFIC SIGNAL —L — ST A ll +70 +/ — � PROJ. REFERENCE NO. SHEET NO. U -4 916 TM P-12 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 0 � � � a _ NEW CONSTRUCTION WEDGING AND RESURFACING PAVEMENT REMOVAL � � 1__I� L � � W W _ (/� W W � O O + � Q � � � J � W Z J _ U I-- a � APPROVED: DATE: PROJECT PHASE 2 �0��' CA R p��i� ,,. ��... ... �, .,, const. PHASE I I �.��.''�E$$/� .y9�� : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111 11►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD -L - POT Sto 2/+00.00 � w w � W � 0 0 � a � � � � Z J _ U �- a � �� - //� \/� .. � � � � -L- BECKFORD DRIVE (SR 1165) .fJ �} PROJ. REFERENCE NO. SHEET NO. U-4 916 TM P-13 Kimle >>> Horn v �C 20�5 Post Office Box 33068 Raleigh, Narth Caralina 27636 PE N0. FO 102 -_= _ =___� �__�� -_� ��-- -- - _ � —�� --�� \� � ��-�_�-_ _�=`�\ � \ �`\�! � � �_ �� , � � � �� ►-�-� NEW CONSTRUCTION WEDGING AND RESURFACING PAVEMENT REMOVAL APPROVED: DATE: PROJECT PHASE 2 ,,,.,o��AR��;-.,, CONST. PHASE II �. �. �E$$/� ;yq�•� : :�� ' ! : : Q q�'; � sca�e: REVISIONS SEAL � SEAL - : - � 024436 � DATE: . �, : . �� •.F ��' �� DWG. BY: JJ �'.;�',� • :y� I NE�:••'��.` ,,,, ��111 11►\ oo,,,, DESIGN eY: JJ P REVIEWED BY: �N/M ILDD � c � � N � Q � Q � � � � � � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � � c � � 0 � � Q � 0 L a� i � � � � � 0 L � c 0 v c 0 ,� 0 i W � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � � C � � N O � � Q � 0 L a� i � � � � � 0 L � c 0 v c 0 ,� 0 i W � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � � c � � � 0 � � Q � 0 L a� i � � � � � 0 L � c 0 v c 0 ,� 0 i W � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � � c � � � O � � Q � 0 L a� i � � � � � 0 L � c 0 v c 0 ,� 0 i W � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � � C o, � � 0 � � Q � 0 L a� i � � � � � 0 L � c 0 v c 0 ,� 0 i W � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � � c � � � O � � Q � 0 L a� i � � � � � 0 L � c 0 v c 0 ,� 0 i W � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � � � T OPSOI�ING (6004� ��0/US7�f�UC7 /0/� SPL- Cl��ICA�T-l0/VS MAT ERIALS Determi r�e whether the quali ty and quanti ty of a�ailable topsoi l J usti f i es selecti �e har�dli ngo Quali ty topsoi l has the f ollowing choracteristi cso T exture — loam9 sandy loamg and si lt loam are best9 sandy clay loam9 si lty clay loam9 clay loam9 and loamy sand are fairo Do not use hea�y clay and organic soi ls such as peat or muck as fopsoi lo Organic ma��er �onlen� (somefimes re�erred lo as "humic ma�ler") should be greater than l05% by wei ghto Acidity pH should be qreater than 306 before liminq9 and liming is required if i t� i s less l-han 6000 Soluble sal�s should be less ��ha� 500 ppmo Sodi um sodi um adsorpti on rati o should be less than l20 T he depth of materi al meeti ng the above quali f i cati ons should be at leasC� 2 i ncheso Soil facTors such as roc% fragmenTs9 slope9 depth to water Table9 and laye� thickness affect the ease of excavation and spreading of topsoil�. Generally9 the upper part of the soi l9 whi ch i s ri chest i n organi c ma� t�er9 i s most desirable9 howe�er9 material exca�ated from deeper layers may be worth storing i f i t meets the other cri teri a li sted aboveo Orqanic soils such as mucks and peats do not mal�e qood topsoila They can be i denti f i ed by thei r extremely li ght wei ght when dryo S�T ��'lr��ll`✓� � Strip topsoi l only f rom thosc arcas that wi ll be di sturbed by exca�ati on9 t i lli ngy roadbuildinq9 or compoction by equipmento A 4 to 6 inch strippinq depth is common9 but depth �ari es dependi ng on the si teo Determi ne depth of strippi nq by tal�i ng soil cores at several locations within each area to be strippedo Topsoil depth generally vari es along a grodi ent f rom hi lltop to toe of the slopeo Put sedi ment basins9 di �ersi ons9 and other controls into place bef or� strippinga ST OCKPIUI�G Select stoc%pi le locati on to a�oi d slopes and natural drai nageways9 avoidi nq traf f i c routeso On large si tes9 respreadi ng i s easi er and more economi cal wher� topsoi l i s stockpi led i n small pi les located near areas where they will be used� All stockpi le areas used shall be stabi li zed wi th si lt fcnc� and seeded p�r thc latest I�PDES ruleso Sediment barriers� Use sedi�ment fences or other barriers where necessary to rctai r sed� n�ento T Emporary ,sc�di ng Prot�ct topso�l stoc%pi l�s by tc�mporari ly s��di ng p�r the latest I�PDES ruleso Permanent �eqetati on lf stockpi les wi ll not be used wi thi n l2 months they must be stobi li zed wi th permanent vegetati on to control erosi on and weed growtho SITE PREPARATlOIV Bef ore spreadi nq topsoi l9 establi sh e�osi on and sedi mentaTi on control practi ces siach as di �ersi ons9 berms9 di kes, waterways9 and sedi rnent basi nso Gradi ng Mai ntai n grad es on the areos to be topsoi led accordi nq i o the appro�ed plan and do not alter them by addi ng topsoi la Li mi ng of subsoi l W here the pH of fhe exi sti nq subsoi l i s 600 or less9 cr the soi l i s composed �f heavy clays9 i ncorporate aqri cultural li mestone i n amounts recommended by soi l tests or speci f i ed f or the seedi ng mi xture to be useda lncorporate li me to a depth of at least 2 i nches by di sl�i nqo f�ouqheninq lmmedi ately pri or to spreodi nq the topsc�i lo loos�n the subqrad� by di ski ng or scari fyi ng to a depth of at least 4 i nches9 to ensure bondi ng of the topsoil and subsoi lo lf no amendments ha�e been i ncorporated9 /oosen the soi l to a depth of at least 6 i nches bef ore spreadi ng topsoi lo � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 S�l-� ��ADIIVG ��O�SOIL Do not spread topsoi l whi le i t i s f rozen or muddy or when subgrade i s wet or f rozeno Cor�ect any i rregulari ti es i n the surf ace that result from topsoi li ng or other operati ons to pre�er�t The f ormati on of depressi ons or water pockets� Compoct the topsoi l enough to ensure good contact wi th the underlyi ng soi l, but a�oi d excessi �e compacti on9 as it i ncreases runof f and i nhi bi ts seed germi nati ono Li ght pac%i nq wi th a roller i s recommended where hiqh maintenance turf is to be establishedo On slopes and areas that will not be mowed9 the surface may be left rouqh after spreadi r�g topsoi lo A di sl� may be used to promote bondi ng a� �-he i rterFace between topsoil and sub� oilo After topsoi l appli cati on9 follow prucedure t�or seedbed preparati on4 tal�i ng care to avoi d excessi ve rni xi ng of topsoi l i nto the subsoi lo �AND GRADING (6002) CDIV ST RUC l l0/U Sl='CCIFICAT l0/US�� la Construct and mai ntai n all erosi on and sedi meni��afi on control practi ces and measures i n accordance wi th the appro�ed sedi mentati on cc�ntrol plan and construction scheduleo 2o Remo�e qood topsoi l t rr�m areas to be qraded and fi lledy and preser�e i t f or use i r� f i ni shi ng the gradi nq of all cri ti cal areasa , �� `� �� CO�''i' l� 0/"PO ; l 0 bF l 0�� 0/ l�Cl �0 0"�l nl r�lU�"� C��;��tCI 0� ; l liCl�� r�f Di"� placi nq topsoi lo 4o Clear and qrub areas to be f i lled to remo�e trees�9 �eqetati on9 roots9 cr other ob� ecti onable materi al that would aff ect the planned stabi li 1y oi- fhe f i llo 5o Ensure that fill material is free of brush9 rubbish9 roc%s9 /ogs9 stumps9 bui ldi ng debri s9 and other materi als i nappropri ote f or constructing stable f i//so 6o Place all f i ll i n layers nat to exceed 9 i nches i n thi ckness9 and compact the layers as required to reduce erosion9 slippaqe9 settlement9 or other related problemsa i o Do not incorporate fro��n material or soft or l�ighly �ompressible materials into fill slopesa 8a Do nof place fill on a frozen f�undation9 due to possible subsidence and slippaqeo 9� Keep di��er �i�or,�s and other water „o�?��ey�nce ��easures T�ee �,f se�;i,n�ent during all phas�s of developmer��o lOo Handle seeps or spri ngs encountered duri nq construcl�i on i n accordance with appro�ed methodso lla �ermanently stabi li ze all qraded areas i mmedi ately af ter f i nal qradi nq i s completed on each area i n the gradi ng plan per NPDES Soi l Stabi li zati on 7��i mef rameso l2o Show topsoi l stockpi les9 borrow areas9 and spoil areas on The plans9 and make sure they ore adequately protected f rom erosi ono lnclude f i nol stabi li zati on of these areas i n the plana MAlI�TEIUAIUCE� Peri odi cally chec% all graded areas and the supporting erosi on and sedi mentati on control practi ces9 especi ally af ter heavy rai nf allso Prompl-ly remove all sedi ment f rom di �ersi on and other water —di sposal practi ceso lf washouts or breaks occur9 repair them immediately� Prompt mai ntenonce of small eroded areas before they became si gni f i cant gulli es is an esser�tial part of an effecti�e erosion and sedimentation control plana 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 �E No, F—o io2 EROSION CONTROL DETAILS V EGET AT lV E PLAN (NCDENR 60/l� SEEDIIVG SCHEDU�E Sr�oulJcrs9 Sid� Ditchcs9 Slope�� 3oi; Date Type Planti r�g Rate Auga l5 No�o l Tall Fescue 250 /bso/acre l�ovo l Mara l Tall Fescue 250 /bsa/acre & Abruzzi Rye 25 /bso/acre Maro l Apro l5 T all Fescue 250 /bso/acr� Apro l5 Juno l5 Hulled Common Bermudagrass l2 /bso/acre Jui�o l5 qugo l5 Tall Fescue 250 /bso/acre & Browntop Mi llet �� 35 /bso/acr�; or �orghum Sudan Hybri ds �� 30 /bso/acre Slopes �39 / to 2a l) Maro l—Juno l Seri cea Lespedeza (scari f i ed) 50 /bsa/oc�e and (Maro l Apro /5) Add T all Fescue 250 /bso/acr� �Mara l Juno 30) or Add Weeping Lo�eqrass� 5/bso/acre �Mara l Juno 30) or Add Hulled Common Bermudagrass 8/bso/acre Juno /—Sepo / l all Fescue �� 250 /bso/acre & Browntop Mi llet �� 35 /bso/acr�e or Sorqhum Sudan Hybri ds �� 30 /bs,/acre S�p� l—Maro l Seri cea Le�spedeza �unhulled unscarified) �0 /bs�/acre & T all Fescue 250 /bso/acre (lVo�� l Mara l) Add Abruzzi Rye 25 /bso/acr� Consult Conservati on Enqi neer or Soi l Conser�ati on Ser�i ce l��r addi ti onal i nformati on co�cerni ng other alternati �es for �eqetati on of denuded areaso T he abo�e vegetati on rates are those which do well under local conditionso other seeding rate combi nati ons are possi bleo �� T emporary Reseed accordi nq to opti mum season f or desi red permanent �egetati ono Do not allow temporary co�er to qrow o�er l2 i r�ches i n hei qht b�f or� mowi nq9 oth�rwi sc9 f�scu� may be shaded outo /) 2) �) 4) 5) 6� 7) SEEDIIVG SPECIFICATlOIVS After rough grading is completed9 till soil in areas to be seeded and planted to a dept�h of si x i ncheso Apply ogri cultural li me9 ferti li zer9 and superphosphaf�e f�o di sturbed areas to be �egetatedo 1.35 /bs� li mestone/1000 sqo fta (.3 tons/acre) or based on soi ls tesi 35 /bso l0 /0 /0 f ertili zer/1000 sqo f to (1500 /bs/acre) 40 /bso 50% superphosphate/1000 sqo fto �1750 /bs/acre) Di sk nutri ents i nto soi l to a depth of si x i nches un1 i l surf ace i s uni f orm and f ree of large di rt clods� Seeding permanent grasso 300 /bso KY 3/ tall fescue/1000 sqo fto �1�30 /bso/acre) during February l5 through May l5 or August l5 through lUo�ember l50 —OR — 300 /bs� KY 3/ tall fescue and 200 /bs� annual ryeqrass/1000 sqa fto durinq November l5 through February l50 Mulch seeded area wi th small qrai n straw at 90 /bs/1000 sqa f to �2 tor�s/acre)o Spread uni f ormlyo Approxi mately'�2 of qround surf ace should be �i si ble to a�oi d blocki ng sunliqhf to seedlingso On areas where the ground surf ace equals or exceeds o 3a l slope9 ond in the i n�erts of all drainage �swales9 tack mulch with as,�halt emulsion ot a rate of 450 qallons emulsion per acre of strawo Mulch around shubbery and trees with pine straw t� depth of 3 incheso Temporary co�er la0 /bsa brown top mi llet/1000 sqo f to May throuqh August 2`� o —OR — l00 /bsa annual ryegrass �1000 sqo f��o /�ugusl� 25 th�ough ,�pril� PKO�-CT� U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe EC-7 O � P�ASTIC PIF NOTES 1. 2. 3. 4. 5. 6. TEMPO PERMA UNC�A MATER c'i� T��r� rc'T�� i n r> > V L/� .J .J U .J I LJ I V� I /� LJ \ I /\ I /\ 1 I V I � I V o� SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. LIMIT EARTH DIKE HEIGHT TO 5 FT. FOR BASIN DEPTH OF 3 FT., THE MINIMUM BASIN WIDTH SHALL BE 9 FT. DETERMINE PRIMARY SPILLWAY WEIR LENGTH (FT.) USING Q/0.8, WHERE Q IS FLOW RATE (CFS) PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE SOIL STABILIZATION GEOTEXTILE FOR PRIMARY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 �E No, F-o io2 �TION E DIKE 'OUND E� PIPE INo 2" x 2" (nominal) WOODEN STAKE 1" 1 _ 2 ►► 1-2 12-24" #10 STEEL REINFORCEMENT BAR 4 ►► DIAMETER BEND 4 ►► 24" 1" (nominal) STAPLE _ 1►► _ 12 ►► COIR FIBER MAT ANCHOR OPTIONS INTO BASIN. OR TARP AS DIRECTED. MATER IAL OR OVERLAPPED 18 I N. ( MI N.). NoT To SCA�E EROSION CONTROL DETAILS PKO�-CT� U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe EC-8 O � orn H � C � H z D�� o�� Hz-�=D =��nrn V �z� i � O O zHor� � � H n=�z ' ��D D� � H � O z m z � r H � _ �'I rn Z n rn SHEET 1 OF 1 1605.01 TOP AND BOTTOM S� SHALL BE 10 GAUGI 8' MAX. WITH WIRE i' MAX. WITHOUT WIRE VV1RC i i� i �n i r�univ NOTES USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER. PROVIDE 5'-0" STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE. � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 - RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 FI LTER FABRIC COMPACTED �E No, F-o io2 EXTENSION WIRE INTO EROSION CONTROL DETAILS — — — STEEL OF FABRIC TRENCH � , , 2' - 0" DEPTH PKO�-CT� z o� H � � Q Q�� . H p� � U ��Hz oo�= o� ., wQQ�= QU�O� �=~zw ��o� � � � � z ,H oC �� ~ L1J � 0 � 0 � W c� Z W � � J H C1� _ � H J � z w SHEET 1 OF 1 1605.01 U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe EC-9 O 0 orn H � C � �H' z �HO� r�� Hz-�=D ��nm =�z� � =�O� z,�o�� H n=�z . �D� D� � H � O z N � rn n H rn � z r �' r H � � rn = v �, �� m z Z � � � �v 0 C� o O �o Z D �� H O z � r � � o rn �° Z C7 rn �HEET 1 OF 1 1606.01 GENERAL NOTES: USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL STONE. USE HARDWARE CLOTH 24 GAUGE WIRE MESH WITH 1/4 INCH MESH OPENINGS. INSTALL 5 FT. SELF FASTENER ANGLE STEEL POST 2 FT. DEEP MINIMUM. SPACE POST A MAXIMUM OF 3 FT. � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 VARIABLE 7 � DIMENSION � � 1/ 3 ft WIRE MESH SEDIMENT CONTROL STONE WATER FLOW 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 1/ WIRE MESH �E No, F-o io2 EROSION CONTROL DETAILS STEEL � SEDIMENT CONTROL STONE 2 ft DEPTH PKO�-CT� z o� H � � Q Q�� . H��V ��Hz oo�= � � wQQ�= QU�O� �=~zw ��o� 0 � � � z , �-+ � �� ~ w� 0 W v z W � � 0 � J � O z pC H � �z Q �o � V � � � Q Z � W z � Q � H cn p = W � � H � J c� Q z � w V W 0. � SHEET 1 OF 1 1606.01 U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe O � � � C rn r � � Z � � � C C7 � H O Z rn Z � � � Z C'� rn rn z � r H � _ � 0 � SHEET 1 OF 1 1607.01 � � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 'R�PARCD IN TI�IC O�F'CC OFo ■ � NOTES: 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. LOCATE ENTRANCE(S) TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER. 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. PoOo BOX 33068 - RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 NOTE: �E No, F-o io2 PLACE FILTER FABRIC BENEATH STONE EROSION CONTROL DETAILS PKO�-CT� z o� H � � Q Q�� . H pC � U �J�Hz oo�= � � wQQ�-'-= QU�O� �=~zw ��o� � � � a z ,H � � ~ H � w � � o � W v Z � Q o � �� c� Z z W H � Z Q � O 0 �..� o � � v Q � o � z � Q � N � Z = O �, c� H � J � W w > Q OC c� SHEET 1 O�F 1 1607.01 U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe F C- I I � c o, � � ,o � a� � i 0 L a� i � � � � � 0 L � c 0 v c 0 ,� 0 i W � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � O O � orn H � C � H z D�� o�� Hz-�=D =��nrn �z�V i � O O zHor� - � i--i n=�z ' ��D D� � H � O z �..� m Z z r �' r rn H �� _ � (� rn� v� H z � � D rn� Z � � p � � � � � H � z � � SHEET 1 OF 1 1632.03 A 1/4 " WI RE MESH ...v.. ... �.. ...v.. ... �. . �. �c;�� , �c;�� .�o. �c:�� .� ,� . o.� � . o.� .� . �.� . ��.� o '.��.��, . O. : � • ' �. . �. .��.. � '. •�',. Q' � `. �. �.�G. . ' O. �• Q'�� . � ' .` G. . : •• . O.. ..� Q-., . �.�. � � � � .. �.�. � � �� .. �.�. " � ��. G.. . : ••a J. 'Q . : ••c�� . 'Q . : ••c� �. O . �'.��•�: Q � �'.r'�•�.' Q � .'.r'�•�: Q '�., MAXIMUM POST SPACING 4 FT. 2 , �k 2' ��8��8��8��8�� C� � ° SEDIMENT �' ' �e CONTROL STONE 1►_6►► ------�-�------ . � �� -� � 6 "� FILTERED WATER SECTION A-A 2' A 12" 0 NOTE USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL STONE. -��" USE 24 GAUGE MINIMUM WIRE ""—""��►►lell II� � :� ;; 1/ " MESH HARDWARE CLOTH WITH SEDIMENT ', WIRE MESH 1/4 INCH MESH OPENINGS. CONTROL STONE PLACE TOP OF WIRE MESH 1'-6" AVERAGE BOX DIMENSION VARIABLE MULTI-DIRECTIONAL FLOW � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR ANY DIVERSION POINT. INSTALL WIRE MESH UNDER SEDIMENT CONTROL STONE. USE 5' STEEL POST, INSTALLED 1.5' DEEP MINIMUM, AND OF THE SELF-FASTENER ANGLE STEEL TYPE. SPACE POST A MAXIMUM 0 F 4' . 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 �E No, F—o io2 1/4" WIRE MESH Y SEE NOTE FOR POST DESCRIPTION �______________� FL OW —� AVERAGE BOX DIMENSION VARIABLE FILTERED WATER SECTION Y-Y SINGLE-DIRECTIONAL FLOW EROSION CONTROL DETAILS PKO�-CT� z o� H � �Q Q�� . H p� � U ��Hz oo�= o� ., wQQ�= QU�O� �=~zw ��o� O�C/�� z ,H � �� H w � 0 ► V ► _ � C� H W J J � Z z � w SHEET 1 OF 1 1632.03 U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe EC- 13 � � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 �E No, F—o io2 EROSION CONTROL DETAILS PKO�-CT� U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe �_C- I � u � c o, � � ,o � a� � i 0 L a� i � � � � � 0 L � c 0 v c 0 ,� 0 i W � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � O O � orn H � C � �H' z � H O � m��-�i Hz�=D =��nrn V �z� = u' o 0 z ,� o i- -n � � H n=�z � �D� D� � H � O z � 0 � � '� I"I �rn I'11 z � �..� r Z ~ � r = rn� � � D C� z rn� v� �� 0 � rn� z �° � � � H � z � � � � -o 0 � � � � rn - � - >HEET 1 OF 1 1635.01 NOTE: USE CLASS '6' EROSION CONTROL STONE FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL STONE. CONSTRUCT TOP OF BERM A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR DIVERSION POINT. PROVIDE A TOTAL SEDIMENT TRAP VOLUME OF 1800± CUBIC FEET PER ACRE OF DISTURBED AREA. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY UP OR DOWNSTREAM CONTROLS. DIVERSION POINT A �v�,`,�� • �,.�• �� • �(��N � . , i t1 � ►• � � �. �e � � �,.' SEDIMENT CONTROL STONE � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 12" MIN SEDIMENT CONTROL STONE ,s��o� �s,, �� '+: ;,Q i� �•�. ; � � ��,� � _��,� •�. �� . ��. �--- � ��r, • i •• • �� I..�,�� . �'•�'I•' /•� •/ �� •�•� •� r�� .�• • i •�• • � , �, • • �•� •� ►�� , � � I •� � ►•. •, � �, � ► ,.� �� 1•�,•�•� �. � �• � . ��'.a1'��._ �� P LAN STRUCTURAL STONE 12►► 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 - RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 / �j�' • �' •, ►•�••1, 1 • • � •� • � 0 12►► �.. �❑ PIPE MIN � A STRUCTURAL STONE „ �-- ROADWAY SHOULDER 18 ________________________________ MIN.,_r'; p ,A:, ,_.� , , FLOW i � � . --------------------------------------" �� 8' M I N . 36" PIPE MAX. SECTION A-A �E No, F-o io2 EROSION CONTROL DETAILS PKO�-CT� z o� H � � Q Q�� . H��V L.L J � H z oo�= wQz� � �U�O� �=�z�' cn �- ,_,_ o J � � � a � z .H �> � H L.LJ � 0 - Q ► oc a 0 L.L Q � � z � H �� az °C W 0 � o� �o a W 0 z N Q � � � W = J � Z H � J � z W w a F-I a � � O �C SHEET 1 OF 1 1635.01 U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe LC- 16 u O O �D O C'� � � H � m rn z � �..� r Z H � r = rn� � � D tl� z rn� v� H� 0 � rn� z �° � � � H � z � � � � � o � � � � rn SHEET 1 OF 1 1635.02 NOTE: USE CLASS 'A' EROSION CONTROL STON FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL. CONSTRUCT TOP OF BERM A MINIMUM OF ONE FOOT BELOW THE SHOULDER OR DIVERSION POINT. PROVIDE A TOTAL SEDIMENT TRAP VOLUME OF 1800± CUBIC FEET PER ACRE OF DISTURBED AREA. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY OTHER UP OR DOWNSTREAM CONTROLS. DIVERSION POINT SEDIMENT � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 A CONTROL 12" MIN SEDIMENT CONTROL STONE S�� PLAN STRUCTURAL STONE 12" 18 ►► MIN. ,I��,�j�•� � �i %�� • � �: �''1�� , •♦ , '' �' �I � � � � �I: � . _•�S — � . � — 'R�PARCD IN TI�IC O�F'CC OFo ■ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 7►_6►► MIN . SECTION A-A �E No, F-o io2 12" MIN � PIPE � A FLOW STRUCTURAL STONE 18►► -------------------------------_ MIN.,_;r'; p �:. , �_� � . i � � . --------------------------------------" _� 18" PIPE EROSION CONTROL DETAILS ROADWAY SHOULDER FLOW ►t-�l_f:� PKO�-CT� z o� H � � Q Q�� . H p� � U ��Hz oo�= o� ., wQQ�= QU�O� �=~zw ��o� o�cnQ oC z ,H � ~ H O w � � o ti W � � H �a 0 � Q � � z � H �� Qz °C W 0 � o� �o a W 0 z N Q � � � W = J � Z H � J � z W w a H � � � O � SHEET 1 OF 1 1635.02 U-4916 NJ�T T� ��h�- BECKFORD DRIVE WIDENING JOL� NUMQER: 0 � 1065000 SH�ET NUMQERe �_C- 17 � c � � O W � O � O � � I O d � I � � c1' � � c 0 � � � � 0 � � U Q� � �. � 0 0 � � � � i O � � O O � I J Q � � O � c � � a w � O O � i N 0 a � i � � � 'c 0 � � i a � i 0 � � U a� m O 0 0 � � 0 0 � 0 3 � 0 0 � i � Q � I � � F— W W _ � W V / � � + � Q � (/� I � � Z J _ U �-- a � , ; � PROJECT U-49/6 �ND PROJECT PHASE 2 CONTRACTOR TO RELOCATE 30 LF l0" Dl VyATERLINE UNDER DRAINAGE STRUCTURE CONFLICT lF REQUIRED �SEE DETAIL l T HlS SHEET 1 EXISTING 4" MAIN T lC GAS � _ EXIST 80' R/W X ; X X � EXIST 8-0 R X X X X - X X w -° - � e� / PROPOSED GRADE ALI�NG EX Tll� y�ATERLINE.. EXfSTfI�T� G ALJ� ALQIyG EXl Q(G y�ATERLINE PROP ED STOR�ORAIN 20 LF (�llN.1 /0' C /g��, 35� Dl y�ATE`�Ll c�Mr��D oN --- _---- CONFLICT EXIST l0' l LINE PRQPOSED-1Q'- ' PRQPIIS� lf�45' VERTICAL BEIyD VERTICAL EIyD �ROP_QSEQ_1�4 ' Q�QSEQ Q' 45' VERTICAL BEIyD VERTICAL ElyO DETAIL 1 (NTS) SEE DETAILS P-1 AND W-12 ON SHEET 2—D FOR THRUST RESTRAINT REQUIREMENTS l20' BORE �_ E EMBARQ TO EXPOSE AND REWORK EXIST CABLE TO NEW PEDESTAL — EMBARQ TO PLACE PEDESTAL REMOVE PEDESTAL ADJUST EXIST WATER VALVE X X X X X X .\ x EMBARQ TO PLACE PEDESTAL N- 400.5q., Ivr �� t�UO.`t�l �-� �- ._� .vt - .. -.�v �.1� __�.._� �nJV.IN- 400.75' INV.IN- 399.88' INV.IN- 401.60' INV.IN-402.34� %.IN- 400.36' INV.IN- 399.48' INV.OUT- 401.60' INV.OUT-402.34 . ini�.� n� ir znn ^ � X X X X � x x � x X X T= X I �i ��Y v�� (NTS) SEE DETAILS P-1 AND W-9 ON SHEET 2—D FOR THRUST RESTRAINT REQUIREMENTS 'R�PARCD IN TI�IC O�F'CC OFo � REV. No.e REVISIONe DATEe DRAWN BYe Ct;ECKED BYe NThis document, toqether with the concepts and designs presented herein, as an instrument of service, is � intended only for the speciflc purpose and cllent for which lt was prepared, Reuse of and improper � reliance on this document without writTen authorization and adoption by Kimley-Horn and Associates, Ince Op shall be without liability to Kimley-Horn and Associatesv !nc, Copyright Kimley-Norn aod Ass�ciates, Incos 20 10 x x PSNC TO A ANDON 4" PLASTIC �AIN CONTRACTOR TO RELOCATE 75 LF 8" Dl VyATERLINE AROUND DRAINAGE STRUCTURES (SEE DETAIL 2 THIS SHEETJ PSNC TO INSTALL PLASTIC � S MAIN� X � X e� )R: X � x � '� �, RETAIN PEDES AL - ��rE r ADJUST EXl WATER VAL E / �� }�� P\ �� X � / —CONTRACTOR TO PROVIDE CLEARIN� FOR TEMPORARY POLE RELOCATION PSNC TO INSTALL PROPOSED 2"STEEL GAS MAIN `� RELOCATE VyATER AND SEVyER : � (TEMPORARYJ BEFORE CULVERT E � CONSTRUCTION. SEE NOTES 5 THRU 7 ' � ` � � p E pppF �� W� �——� / / � � X X X X X Xx x X X X � � � EM�Ro ro � RE OVE PEDESTAL EMeaRa ro PLACE PEDESTAL EMBARQ TO EXPOSE AND REVyORK EXIST CABLE INTO NEW PEDESTAL DEPTH AS R QUIRED TO CLEAR STOR� SEWER AND CB ■ � PoOo BOX 33068 — RQ�EIGH� NCRTH CQRO�INQ 27636-30�8 PHONE° (9 19) 677-20C�0 F/�Xo (9 19) 677-2050 �E No, F-o io2 INSTALL CLASS B CONCRETE � ENCASEMENT BETVyEEN WATEf?/SEINER PIPES AND PROPOSED CULVERT PER DETAIL P-1 FOR FULL CROSSING VyIDTH � X EXISTING 4„ P AST lC GAS — ao�usr Exisr �AiN MANHOLE X �_ �- X x �( � _ x � � X � x RELOCATE HYORaNr k x — 4" PLAST/C 270' QORE � x ��— —� � '0O � � VA's � �� %— PDE `` --��1�`;.... ETAIN PEDESTAL � ADJUST EXIST MANHOLE M � O J � � � ��-�,�,,`\\ � \ � �_ � X O k � x 0 xx x M �Q � / � � / � � � V � �Q NOTES: '� I. ALL UTILITY �IORK SHO�IN ON THIS SHEET BY OTHERS �'� EXCEPT �yHERE NOTED. �,` 2. PROGRESS ENERGY TO COORDINATE �yITH CONTRACTOR AT THE �'�•�,. PRE-CONSTRUCTION MEETING TO SCHEDULE TIME FOR TEMPORARY ., -�y RELOCATION OF AERIAL POy�ER. PROGRESS ENERGY �yILL BE �� SETTING TEMPORARY POLE TO RELOCATE PO�ER AROUND CULVERT 0.�. AREA DURING CULVERT CONSTRUCTION. 3. TIME �yARNER CABLE �yILL FOLLOy�ING PROGRESS ENERGY'S RELOCATION PLAN DURING CULVERT CONSTRUCTION. THERE ARE NO OTHER CONFLICTS THAT TIME �yARNER CABLE IS A�yARE OF THROUGHOUT THE PROJECT LIMITS. CONTRACTOR TO CONTACT TIME �IARNER CABLE IF ANY CONFLICTS ARE FOUND. 6.IN THE EVENT OF A SPILL OR LEAK PERTAINING TO THE �JATER OR 4. CITY OF HENDERSON TO COORDINATE �ITH CONTRACTOR ON SEy�ER LINES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ToMMY CURRIN SE�yER AND �yATER RELOCATIONS BEFORE CULVERT CONSTRUCTION. �yITH THE CITY AT (252)-430-5731. 5. CONTRACTOR SHALL MAiNTAiN FL0�1 AND/OR SER�ICE OF AFFECTED �yATER AND SE�ER LINES DURING ALL PHASES OF CONSTUCTION �ITH 7. ALL �yORK ASSOCIATED yyiTH PHAsiN� coNsTRucrioN AN� MAiNTAiNiN� ONLY LIMITED AND APPROVED SHORT DURATION �ATER SYSTEM �yATER AND SE�yER SER�ICE SHALL BE CONSIDERED INCIDENTAL TO THE SHUTDO�yN AND NO LEAKS ALLO�yED. BYPASS PUMP�NG AND/OR TEMPORARY TO THE CULVERT IMPROVEMENTS. NO ADDITIONAL OR SPECIFIC PAYMENTS PIPING PLANS FOR �yATER AND SE�yER SHALL BE REV�Ey�ED AND APPROVED �yILL BE CONSIDERED FOR THIS PORTION OF THE PROJECT. BY THE CITY OF HENDERSON PRIOR TO BEGINN�NG CONSTRUCTION. CONTACT TOMMY CURRIN AT THE CITY AT (252)-430-573 I FOR REVIE�I. ALL UTILITIES SHALL BE EITHER MAINTAINED IN OR RESTORED TO THEIR PRE-CONSTRUCTION CONFIGURATIONS IN THE AREA OF THE PROPOSED BOX CULVERT CONSTRUCTION. ��0��CARp��i�� PROJ-CT� � ♦ ;,-��:oF�ss';oti ••9 ;: - U - 4916 , :. UTILITY PLANS =�`� SEAL 9�': :'0 ° ��' BECKFORD DRIVE WIDENING � 024436 � : ,� �: :� : .��, •.��` ��: �• �� G � N �� J013 NUMQER� SH�ET NUMQERe i�� 0 f 1065000 U 2 � 0 c a � i � i � rn j i C 0 � c � b. � � O v 'c a� � � � � ., � � � � � U a� m 0 0 0 = 0 z � � � v i � � � j -� � � 0 � ; ' �� ' � �. ' . � � � BENCH MARK SURVEY -L- CURVE DATA � �0 D NAIL PI STA 31+43e61 a� `� ;TA 25+O1o54 D = 52°51'3701° (RT) .�� IFFSET 83083' LT D= 6°00'OOoO" �� ~ :LEVa 420e71' L = 8810001` � � T = 474066' � `� , t R = 954093' � �� z..�; . :� �� ✓� . ' , �.:' �- . �,'. -j ,i/ � ,,. , ; , ��,.._,��. r . � i %� � � ,� �� `'2. ��a. � , � , � ,� ; . e� �` ,�.�.., 2 � 75,_g�� r. f �. � r. � `r' �� O � � � , � ��,� .� �� ,��' /� �` � �' °` �°� ' / �`�� ;� � f' .�" �r � �' f . �� /� : / / �<F`6� 9� �� j�, � i'/ �'� .� �� , �� 70,_3" ' ; / / � 9�," /, i � , � �� `. , ' � ,. , �' � � :� ;, , � � PRECAST CULVERT ,,r . �� 44� �` � �� f l � �,% � jr._.. ��N . V� �= ��` STA 27+23�00 -L ; I �� TO TANGENT ��°y ��°� � i =, , � � , E + , i ��. ,aC% � �rf � . � .A p� ��! / . a ; r 6 / � . � f i- . :� R/ /� �.. ' � i', i � /�� lt . / �� a` j I ... � ; � % � � . :. � � � �r-- �-�- — — — — — — — = — — — — — — — — — — — —� — -� — — — — — — — — — — — — ; — — -� /— — — �' r- � �`- � : � , � � ' � w.a�a+�.mm � � : . r' •' / ......... � ......... .......... .. ... ......... ..... .... ....... ..... . . . .: � . . _ ... .. ...... . . .... ...... ... . '' .. : , -::, . .......... ....... ",.�.�......... ... ..;r`. ..... .. ... .........�.. ........ ... . ........ .... ......... ... � �i" _ . _ /� _ j o , ,.. I . ,�_.. s_ � % ,,.. r , ,: �� ; ' _'', � ; , ;' , ----------- - - ----- �� `� � '� � ' = . _ � —�-----=----------- � - -- -- — --- — --- ---- ----- � � � ,-�_. � � �� — - — - �a ,- — — - — — — - � � , : � 7 , � � , E , , _, ,� � _,_,, �� ; � i' _ _ � ,� � - �, . � __. .. J� _._ _ ,,. _ _ j, � _ _ _ _ __ i , i ....... . ...- — . ,c� .. /— _ _ _ _ — _ — _ _ _ _ _ �� _ _ _ � T � ' � _.... ��- � % , � , �— — — — — — a-- — — �— �'— — — — ,.. ,� — — — — — — — — — — �� ; . � J . / A9' / � � , �... �. / / ",`'✓ /:i . �y �`9m / � � /��' � �� / % � �.,.—' � �.. .awmr. � .__�` �' � �„ " ' � � : , � __ _,.� .�.,.� , � � � � �`� *� .✓`' / �� ,� � � � �� /' � � �=�� , � � 3 ��w. f .. _ , � . �. .�;'� .,� �' Y�c`� �� f,'' � j � � i' ,,�' W � � _�% , , t Si� �,L t�.. � f% � � " � ,' S�,;� I ,r � f,'` ; F / �x �. ,�� ; � �� "' � % � ��$� �° l/' � �� / ,�-�6 �,�`�� `� ; �� P R E CfA S T �,� a.� µ� 9�� ` ,� � �� ;% CULVEI��.T - �.. i � �' � � � % � , � � ,�� ;:, � `� / _� r B A C K 0 F C U R B �� s�- ,� �� ;� � e�� y , , i � � � ,��" � �- ,�.d.,,� ,� � \ , � i �' � , ��, : / � c�- Oj ' � �� %."""'� � �6,, � � �" � �'� % BACK OF� � � �° .� � il`c �� ; �Ff �� .�` � C U R B ' �� ° � ,� �^ � 3,,�` / ; %� '� a� �� /" � �,ll.. �� t,> � i� � / i � �� ,-�',,�' , ��' �; , �' r 410 RIP RAP 405 400 ..� 395 � — _ _ INV EL 394%38 — �----�d 390 EXISTING GROUND � � �`� �� ; ��,�� ° � y j' '/ � ' � \' / � � �: � � ;� �,��.. . O" 6, � � ' �� °�,Y i� ` '� ' ' , ��:�� , , ,,. �,� , r � , , �, � � / � __ �� O,, , y,i �� % , _ -� � / �� ,�� • � ; '' � � �� 6� ��, � �� /% , / y k � �� r a- � �, � c �� . ; ,,... �.� . �0., \,�� m ` .� �,, , � �� ° � 75,_9" , � `/ , , ,; � �< , i � , �,�� ` _.-_� ;, ; � Z �� v�a , <� , , ��.� �.,a, �� ;` �.,� ; �, � ;' � ¢ �°' l ��- � 9 �.�..;� .. r,..,. r,�' °�� ,�•_�� N �a� _. ;' �__�. � ;` ,z � ..,�.. s��/,,•� ��T � � � r .;°h .. �!� Oo � � i. . . N' �-- ; q� �� .� � �: � LAYOUT PLAN SCALEo 3�32 �� - �,_0�� 70'-3" � ,�, m '-r' cC r- m —� �� o� c.� � o � � L� lf') U i? � SURVEY -L- — � � o J O , > � wf— � Jo , ,,� �- _ _,_,. _.-- , — — — — _ � _ _ --- -" — l � — — — � _ 9' X 6' PRECAST CONCRETE BOX CULVERT � EL 393055 �? � INV EL 392077—� � I � SECTION ALONG� PRECAST CULVERT STA 27+23 SCALEa 3�32 �� _ �,_p�� PREPARED IN THE OFFICE OFe ■ Kiml -H rn e o 0 � REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: � N This document, to ether with the conce ts and desi ns � � I I�r g p g presented herein, as an instrument of service, is a, ssoe ates V � intended only for the specific purpose and client for which it was prepared, Reuse of and improper ' ■ Nreliance on this document without written authorization and adoption by Kimley-Horn and Associates, Ince PaOa BOX 33068 - RALEIGH9 NORTH CAROLINA 27636-3068 -� shall be without liability to Kimley-Horn and Associateso Inc. Copyright Kimley-Horn and associateso �nc,, zo �o PHONEe (9 19) 677-2000 FAXo (9 19) 677-2050 ,� ..� � �,, .� A P � � �f� � W2) � � � �. � - � � � '+vo-zH ..��.`Y+r .�rv.'xivu � �,.»m. aw�m ..., d�.. ? ' � , .� � � � � � ��, _� .. .64°I0,4�� p � ��,;� ,..�. (TYP � ��9; ��,,�, � � �.� �'_ ��...�. � � /}. / ke.: � � . � . ! ��..._.,c... y� . ' ... �... . ;. .. .. .. l 410 405 400 395 390 FLOW NOTE: SEE ROADWAY PLANS FOR RIP RAP REQUiREMENTS AT CULVERT ENDSa FOR ADDITIONAL INFORMATION REGARDING DRAINAGE, GRADING AND ROADWAY9 SEE ROADWAY PLANSo CONTRACTOR SHALL INCLUDE DETAILS FOR 3"� WEEP HOLES AT 10 FT MAX SPACING IN SHOP DRAWINGSo THE WEEP HOLES SHALL BE APPROXIMATELY 6" ABOVE NORMAL STREAM FLOWo # 78 STONE FILLED POROUS BAGS SHALL BE PLACED IN FRONT OF EACH WEEP HOLEo CONTRACTOR MUST VERIFY INFORMATION PROVIDEDo CONCRETE SHALL BE POURED IN THE FOLLOWING ORDERe IoSET PRECAST BOX CULVERTo 2o WING FOOTING AND WING AND BOX CUTOFF WALLSo 3o WWGWALLS AND HEADWALLSo THE CONTRACTOR SHALL STAKE OUT THE LENGTH OF CLJLVERT FOR ENGINEER REVIEW PRIOR TO ORDERING PRECASTa DESIGN PARAMETERSo MAXIMUM ALLOWABLE SOIL BEARING PRESSURE = 3000 PSF SOIL DENSITY = 120 PCF PHI ANGLE = 30 DEGREES COEFFICIENT OF FRICTION = Oe35 ASSUMED LIVE LOAD = HS20 OR ALTERNATE LOADINGo DESIGN FILL = 8025' PRECAST BOX SHALL BE DESIGNED TO ACCOMMODATE %2" DIFFERENTIAL SETTLEMENT AT JOINTSo FOR BORING INFORMATION9 SEE GEOTECHNICAL REPORT AND ADDENDUMo OVER-EXCAVATE EXISTING SOILS DOWN T�0 THE TOP OF PWRo SEE SPECIAL PROVISIONS FOR PRECAST REINFORCED CONCRETE BOX CULVERT AT STA 27+23000 -L-o CAST-IN-PLACE WINGS. F04TING. AND HEADWALL INFORMATION: MINIMUM CONCRETE COMPRESSIVE STRENGTH = 3000 PSI ALL REINFORCING STEEL SHALL BE GRADE 600 ESTIMATED QUANTITIES ITEM UNIT QUANTITIY BOX CULVERT EXCAVATION CY 1071 SELECT MATERIAL CLASS VI- CY 270 #57 STONE BACKFILL PRECAST CULVERT AT STA 27+23000 LS I ENGINEERING FABRIC - TYPE 4 SY 775 � REINFORCING STEEL LBS 2745 � CLASS A CONCRETE CY 4600 � SHOWN FOR WINGS9 FOOTINGS AND HEADWALL ONLYo ENGINEERING FABRIC - TYPE 4 (WRAP ALL AROUND WITH A I'-6" MIN LAP AT JOINTS) G ��y111111!(/�� \\�.�`;�N Cq/��%,,� SINGLE 9'x6' PRECAST � °�••'F�ss;°..��2--' ; _; ee"° "y�•: y ; CULVERT AT STA 27+23.00 -= SEAL i- SCALE AS NOTED - i 2186 i - � � �i/ �'•�� Ci I N� �d��Q�� ••.....• . ///�� i i iN+�`�fl�l��l PROJECTo JOB NUMBER: PRECAST CULVERT 18° (TYP ALL AROUND) . . o . .a o . . o , .a o . . o . .o o z o , vo< . ,�, , ea , eo, ` �_ so , aoa ` .. � .� ee . �o w � °oo °`o. `oo °`o, � `ao °�oe Q � oo� ae oa' oe eo oe � � SELECT MATERIAL CLASS VI - #57 STONE BACKFILL BEDDING DETAIL NTS U-4916 BECKF4RD DRIVE WIDENING C��Z.��Z�Z�7 SHEET NUMBER: C-I 0 0 o, � N v � rn j � O � C � � � v 'c � � j � 0 a � � U � 0 � 0 a ? � � v i � � -� � � � i 0 � � WING STEI I-'LHIV VI— I—ICHUVVHLL / VVIIVI�VVHLLS ( VV"I ) Z'Sc ( VV� I DETAIL A SCALEo I" = I'-0" SCALEe %2" = I'-0" �— INLET END SHOWNq OULET END SIMILAR 'RECAST BOX �ND HEADWALL LE � � PRECAST CULVERT _ = 400088 (INLET) _ = 399028 (OUTLET) O � REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: N This document, to ether with the conce ts and desi ns g p g presented herein, as an instrument of service, is ti intended only for the specific purpose and client for which it was prepared, Reuse of and improper \ reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc< N shall be without liability to Kimley-Horn and Associates, inc. Copyright Kimley-Horn and Associates, Inco, 20 10 DETAIL B SCALEo I" = i'-0" , PRECAST BOX AND HEADWALL SELECT MATERIAL CLASS VI — #57 STONE BACKFILL — ENGINEERING FABRIC — TYPE 4 (WRAP ALL AROUND WI" A I'-6" MIN LAP AT JOINTS) PREPARED IN THE OFFICE OFe ■ Iml - e orn . nA a o i In ss c ates c. PoOo BOX 33068 — RALEIGH9 NORTH CARO�INA 27636-3068 � PHONEa (9 19) 677-2000 FAXo (9 19) 677-2050 �❑ � � � � � � PRECAST CULVERT TYPICAL END OF CULVERT ELEVATION SCALEo %2" = I'-0" DIMENSION ASSUMES THE TOP AND BOTTOM SLAB, AND WALL THICKNESS OF THE PRECAST CULVERT TO BE 9"oIF THE DESIGN INDICATES THICKNESSES OTHER THAN 9"q THE CONTRACTOR SHALL MAKE ALL REQUIRED MODIFICATIONS TO ADJUST FOR THE ACTUAL DIMENSIONSo /-- RIP RAP INLET END ONLY (SEE ROADWAY PLANS) I'-3" HEADWALL � ELo 402a13 (INLET) O�O O o. o ELo 400e53 (OUTLET) O o � — TOP OF PRECAST �� ' CULVERT � �w.. . � r a�E�_ �� PRECAST CULVERT INV IN INV OUT %//—%//_-- �. �� _ � a � ^. . ; � h � i: � y �_ � l�a�� o . ��. y x`° ,�, �;�`�-.._,. . 0 a � �� o . a � 0 0 �. a, o• o' a. �o , a o o . a o �a a o .. a . . o . o 0 0 0 0 �, o, o• o o. 'o . a o . a o ° �� ° . oo . ° �� . ° � � ° o �� /�� —��—�� o �� _ //�—//�—//�—// O zo- % %//—%/ %//—%//—%//—%// ° ' � � �� = �.� i, ,,, ,,, ,,, ,,, ,,, ,,, � TOP OF F'WR �,_0�� SECTION A-A SCALEo %2" = I'-0" � � � SELECT MATERIAL CLASS VI - #57 STONE BACKFILL - ENGINEERING FABRIC TYPE 4 (WRAP ALL AROUND WI" A I'-6" MIN LAP AT JOINTS) \\��\11{IIIII/�� \�� ,�N Cq/�p �,,�� SI NGLE 9' x 6' PRECAST '� °�'��FESS'°�'�%% � � �: Q-� �q'� '� � = S � �' ' CULVERT WING WALL LAYOUT = ' _ — i � 12 18 � �, . L - �, �� •.; G I N B�;'� Q?� , � •......• , ,, �� F�Q �% /��''�� i i iN�P`��'! Z'� l � )� O RIP RAP INLET END ONLY (SEE ROADWAY PLANS) �� = iii= iii —�Z %//—///—//r —'%//%///-- '� -///—%/ CONST JOINT ° 0 3" Diaa � WEEP NOLE o � —► ,__c � tn � W � o Q o RIP RAP � /� (SEE ROADWAY O PLANS) o � � � % � \� 0 ° �\�ii ° �� — OPTIONAL I��_° — 4 0 0 �� . . p� . . � . � p - 0 d . � ' p . � 0 0 0 . .a .�a � . . . o o � a . . a . o �� a . o � o• a' o• a' o. 'o . o 0 . . a . a — a •o ' •o • ' � (p o . a ... � o . O o . ° I • . . . . o o • . . N - o 0 0� ° n _/ j�� j� ��/��/��/��// � . �// ///— /—%//—%//—%//—%// — //—/ —///_//�//�// TOP OF PWR �,_�� 6,_�� ,_�� MIN SEGTION B-B SCALEo %2�� _ �,_�� PROJECTo CONSTRUCTION JOINT � � � 1J-4916 SCALE AS NOTED BECKFORD DR I VE WI DEN I NG JOB NUMBER: 0 I 1065000 SHEET NUMBER: C-2 � � � �� c � � v � � � � c b � c � a � � � 0 v 'c a� a � � a� � .� a � 0 � � U � � 0 0 0 � � 0 _ .. _ Q� -��, 6�� ZI � � PRECAST CULVERT i�- , PLAN OF WINGS AND F04TINGS eP „-�� S � .o SCALEo 3�R�� _ �,_�� ; � ��N�� RAR� 3" II �P� ra Q" - R'—�� F�� PREPARED IN THE OFFICE OFe . Kimle -Horn y O REV. No.: REVISION: �ATE: DRAWN BY: CHECKED BY: � N This document, to ether with the conce ts and desi ns � � n g p g presented herein, as an instrument of service, is a ssoc�ates 1 1� � intended only for the specific purpose and client -For which it was prepared, Reuse of and improper ' � Nreliance on this document without written authorization and adoption by Kimley-Horn and Associates9lnca Pa�o B�X 33068 - RALEIGH, NORTH CAROLINA 27636-3068 � shall be without liability to Kimley-Horn and Associates, Inca Copyright Kimley-Horn and Associates, �nc,9 zo �o PHONEo (9 19) 677-2000 FAXa (9 19) 677-2050 ELEVATION VIEW A-A BAR TYPE ZI 6'-8" Z2 I`-6° �.-- . ,— o � L FACE) THER FACE -1LL FACE) )THER FACI . . .. .. .. N M ct' Lf) � I-- f-- F-- I- 4" —• 2-N5 5" 2-V4 REINFORCING BAR SCHEDULE BAR N0. SIZE TYPE LENGTH WEIGHT. ,� n 20 SPA @ 9" = t5,_0" 5-N4 5-N3 5-N2 10 SPA C� 18" = 15'-0" 3-V3 . 3-V2 STR STR STR STR STR 2 2 2 2 2 STR STR STR STR STR STR STR STR STR STR STR I i � � \ :!: 3" "V" BARS \`\�N, �CARp''% . ��\\ � ��p�� /// . SINGLE 9' x 6' PRECAST �z°••Q�.°F�SS'°ti9,:?�= CULVERT WI NG WALL DETAI L-= SEAL i- ( SHEET 1 OF 2) =:, 12186 ;� . : � . � � .� G I N � ;.•'�O �� , � •....... ,. �� p�2 l� ��''��iiiN�P` � ELEVATION VI EW B-� PROJECTa U-4916 SCALE AS NOTED BECKFORD DR I VE WI DEN I NG JOB NUMBER: 0 I 1065000 SHEET NUMBER: C-3 • . O � a � � � v � � rn � � C � � C O� � b � � v 'c a� a � s a� > .� Q � L O � � U N m I O O O � � O O U Z � � � > � U � I i � N L -� U � L � � I � 4 � � O O N \ ti \ N c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � lC� � lf� � l(� � lC� l[� � lf� O l[� � � � lfl � lf� 0 lf� � C� lf� � ln 0 lf� � n l(� � lf� � lC� 0 l(� 0 lf� � l(� � l(� ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BY: � � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � n PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0��065000 x-I c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � � o �n o �n O �n o �n O �n o �n O o �n O �n o � O o tf� o �n o �n � o �n o �n o �n O o �n o � o �n O ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BY: � � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 - R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � n PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0 � �0��!=,000 u--2 c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � o �n o �n O �n O o �n o �n O �n O �n O �n o �n O �n �n o �n o � O � �n o �n o �n O �n �n o �n o �n O �n ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ RE�. No.e RE��S�oNe oATEe oRAWN BYe ��E�KEo BY: � R OADWAY C R 0 S S S E CT I 0 N S � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 - R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz � � � PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0 � �0��!=,000 u-3 c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � lC� � l(� O � O ir� lC� � � O lC� O i n � lCl � � O lC� O � li� 0 � O � O � lC� � lC� � l(� O 0 li� 0 � O � O ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BY: � � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � n PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0 � �065000 X -4 c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � lfi O lCl O i n [1 lfl lf� O lC� O i n [1 l(� lf� O lC� O � n [1 lf� 0 � O lC� O i n [1 � lf� � lC� O i n [1 lCl 0 l(� O lC� O i r� ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BY: � � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � n PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0 � �0��!=,000 u-5 c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � O i n n l(� 0 lC� O i n n �Cl 0 l(� O � � O � n n lC� � lC� O � O � n n � � O � O i n n �fl � O � O i n n � 0 ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BY: � � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � n PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0 � � 0��!=,000 X- 6 c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � i n n lfl � � O � i n n �Cl 0 l(� O � � n n lC� � lC� O � � n n li� � � O � O i n n �fl � � O O i r, n lC� � lf� O ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ RE�. No.e RE��S�oNe oATEe oRAWN BYe ��E�KEo BY: � R OADWAY C R 0 S S S E CT I 0 N S � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz � � � 50'9 1 1 \ 1 1 � � � PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0��065000 x-�� c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � �ii O i n [1 lCl O lCi lC� O i n [1 l(� � lf� O � n [1 l(� 0 lf� O � n [1 lf� � l(� � lii i n [1 lf� � lC� O � i n [1 lC� 0 lf� O �ii ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BY: � � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � n PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0 � �0��!=,000 u--8 c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � � O i n n lCl O lC� lC� O i n n li� � � lC� O � n n � � � O � O � n n � � O � O i n n �fl � � O i r� n � � � ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ � REV. No.e REVISIONe DATEe DRAWN BYe CHErKED BY: � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � � PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0 � �0��!=,000 u-9 c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � O i n [1 lfl 0 lC� O � O i n [1 lCl 0 l(i � O � n [1 lC� � lC� tC� O � n [1 li� � � � O i n [1 lf� � � �ii O ir� [1 lC� � l(� ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BY: � � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � n PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0 � �065000 x�- 0 c � � J I Q k I � � c1' � i C O � i � � O � � U Q) m � O O O � � O O � 0 � � 0 0 � i J Q � � O � n n lC� � lC� O O � n n li� � � O O i n n � � � O O i r� n � � � O ^'f�Cf ARC� IN TIJC OF�ICE O�o ■ REV. No.e REVISIONe DATEe DRAWN BYe CHECKED BY: � � � This document, together with the concepts and designs presented herein, as an instrument of service, is nJ intended only for the speciffc purpose and cllent for whlch lt was prepared, Reuse o-F and imprc�per \ reliance on this document without written authorizat°:on and adoption by Kimley-Horn and Associates, Inc, �� , , � ,� � sna��ee without �iaei�ity to Kim�ey-Horn and �ssociates4�.i�c, PoOo C30X 33068 — R,q�E �I-�9 NGRTH � GF�U�INq 2765C-�-3068 � copyr�gnt K�miey-Horn and Asso��ates9 �n�o9 2o io FHONEo (9 I a) E77-2000 �/�X� (9 19) 077-2050 �E �io, F-o ioz ROADWAY CROSS SECTIONS � � n PROJ= � T� U-4916 BECKFORD DRIVE WIDENING JOE3 NUMBER: SH�ET NUMBERe 0��065000 X-II