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HomeMy WebLinkAbout20140235 Ver 1_Coordination Plans_20140310o� � "1 `�O, � � � � ° °> 3 � � � � � � � � � N O � � � c-r,, � � � a�i N 0 � � � � � � � � � � � � � � � M � N � * � .�. �♦ See Sheet ,-B �or Conventlono/ Symbols �� �` � �� ` �w +r . . r�. : �� �' ir■ � �� � w� :� w �■ ■ � �� . �♦ � i� ��� �' a �. o� �- a���� �� � �; -� � :��� � F�'� � '� ��•. � �r� *e� rn �. . � i ♦ `■ ■■■■■■� � �. Q 'ECT ��� '�■■■�■ r�� �:,_ ���� � �■ � � ■ � ��� � � ���� �� � �� � ♦� y ��� � �� Y �����, � �� �� � � `�� �� �� � • c� �� � �r ��.�.�i'� �'�'c�,o ��� �� h'tcy� �� � _ . . ■ ■ ■ . . . ., .� � .■■ •■ • ����«�,..��, � ,t,_, �� ; � �� END PR�JE�`T � � i.,.�„.�„A�.�„„�, ��`�"`"' � � � . � ��.������.�� � BE+�rn� PRO.�ECr �� i ��������� ����� ••■••••• CITY L.IMITS �� � ���%i �� �� _,�Z / W. A��F� ST E_W�ta3pN Rt?� � _,..�--- NC P1NEY �� �� � �q 1tQlj � ��� �� �. � � INDE'X OF SH�'ETS 1 T1TLE SHEET l8 CUNVENT/QNAL �'Y'YMB+UC�' 2 Tr�RU 2D TYPrCAt SECT�Dn►S 2E TNRU 2H DRA/NAGE SUMA�tARY SHEETS 4 THRU !f? PLAN SHLE'TS �r T�rRtl �6 PIIq+IDFrLES GEO�-4 THRU GE4-l4 GEC?�lETRY S�EETS TCP-r THRU TCP-28 TEMPQaRY TRAFF�G G�On►TROL PM-� THRU PM-7 PAVE�En�' �rARKrnrG P�avS SG-1 TURN SG-9 SfGN/N(; PCANS U�-� Tr�RU uG-r4 UTrUTY PL.�wS S-/ THRU S-T R+�B�C PLANS L-/A T HRU L-T,rQ LANDSCAPE PLANS EC-� TyRV EC-rB ER�S/ON CONTf�G PLANS x-i rHRU x-20 -c - c�oss sECrronrs X -21 -YI- CR�'1SS SECTIDNS X-22 THRU X-29 -Y2- CR�SS SECTlC1NS X°3� THRU X-32 -Y3- CRO►SS SECT/ONS X -33 -Y4- CR0�5 SE�TIQN5 �a�� � �� L(�C.�4T.IG11�: . � f • 'G/N CONSTRUCTIQN�� � - Sta. llJ f95.�0� � ��'°`�� �2 �""� �O � '� �� � �4 �� t! �� ��,�,� � .. :� r � � r � ` . •� r � ` � . «j � ` \• \f� �•� r � ` 1—� ` ' . •� l•) \�� � , � `v . �� \ \ �1}���i���o)\� C��[ �[��1�-����'��"�, -,:,.,, ,�,, ,;�.�.J�.;, ., ' � . . ��� ■ � . � �, . � , � . � � ., ! j� � f , , , , � � � , � � � , � • • ` , � ! � j ` � � . • � �r� • e . . . � • � , i , ' • , ' • I i ' ' I li i ' f • , I ' ♦ i • , ' ' ♦ , t �` ' 1► � � � ;/ !I .� .� � � • , . . ,�� . � . . � � -� s ti : �r - i . � , .� i � � � � l�� �. /,� . � � � :� G'S�E-Wl � . RD �, END C+DNSTRUCTICJN -�2 - Sto. 44 f50,�CI CLEARING ON THiS PROJECT SHALL BE PERFC�RI�AED TC7 THE LIMITS ESTABLlSHED BY METHC}D II. � � � � t��! O � a Z �u � Q �: � �� � �� � � � O r � 1� � ��� ��.A � �� ,���� ��� � � � �� � � ���,,,��, �� ��. � � ��������� � . ��� �'�tiV S%EET �"XT�"� y� j�N END CONSTRUCT, -Y4- Sta.l4f39.� ��� " ''�1�X �� I t " �I _ _ � I I�I QEf�llll CDIV$l�f�C/C%l0/V -Y4- Sto,o0f9'8.�0�0 � ..,.,.. 0� � � `a� � `- o �� � � � � ��� �1`�` � ����� �z�� �~�� �� � � ���` `��� 0� � �9°� � � �S� � ,.. ���� ' � � � ���� � �� � ��� �� �, �`� ' �.,� �� � � � ��� ��� � � > °�� 4 € �� �."�."�..��. � f � � ��������� � � ��� � ���� ` ` � � ��M��� �,� �� ������ ,�, ♦ ��� _ �' � �, �. s J t j� Q'� C, \ ,a, � ,`O ��°a��. c,� M�N S• .-- � ,.- � � ��,,,�� �� �� � �Y � NO � �� � PRELIMIN.A►.RY' PLANS DO NOT U3E FOR CaNSTRUCTION G��.APH�C S�ALES I3ESIG11 t�.D� TA PROJE�fi ��117'+�TH �►.t.�11tS .P'�EP�4,�tED- FOR � Kimle -Horn .��YDRA UL�CS E1�tG1�1�E.�R M�iN sT Ex�rENSioN y TUTAL LENGTH OF PINEY GROVE—WILBC?N RD = Q.77 MII.ES �'�� T��� Q� ���y � and Assocfates, Inc. ADT 2011 = 12,2oa vP� . s.n�tl�GS BY: Q.2d12 3�, w�n Pa�,�, ::::::: :::: :: ::: 50 25 0 5a �oo ADT 2035 = 22,boa vPD TaTAL LENGTH OF MAIN ST EXTENSit)N = 0.4b M1LES Cpry,NC 2�515 � f�����;;��r v = �a4o MPH PE �o. F.�,oz _ �`�' T TAL LE TH O`F S I T— Q.2 � LES : ��� �`�' �� �s C} NG ivlA N �J 9� 2D12 S�'A1,�1�'DARD SPECIFICATI011i'S , ;; �; > �''��, D = 2 TI'ST = 1 :. � �►�� . ��► ; .:, PLANS ' TQTAL LENGTH C�F RAIPH STEPHENS RD = 0.17 MILE� � � PINfY GRflVE-WILBt�N RD p.E _ � sr�.�vATVnE: � � � � 5a 25 0 50 �Qp ADT 2t?11 ` 4,1�0 YPD TC�TAL LENGTH C?F RUADWAY CQNSI'RUCTIt�N 1.69 MILES ���� �F WAY �ATE: ADT 2035 -- 13,20{3 VPD CHAI��S 11ttlCKOLS, P.E. RUAD►WAY D►.ES�I��1t E1�G.I.�1�',E.E`�Z � � � �; PROfECT E11t�lAt'EER � � �� � V= 50 MPH This document, to gether with the conce pts �nd desi gns presented . . . . . . . `�� PROFILE �HURIZCJNTAL) a= 3, TfST = 1 here�n, as an without written author�zat�on .and* adaptian by Kimley : � � '� � � RALPH STEPHENS RD Harn .and Assoc�ates,.lnc..shall be w�thout i�ab�l�ty to K�mley-Harn and ;, � ��` 1p 5 p �p �p _ Associates, Inc. for which �t was prepared. Reuse of and �mproper �TTI.11�G DAfiE: C���1DT�Vl'�'K .B,L�'�K, F.E. ,:; :.::;:;:; .:.: ::::: �'�'� �� ; ADT 2a12 2,2a0 VPD . . . . . . :: : : : ADT 2435 = 11 9QQ VPD rel�ance on this document instrument of serv�ce, �s �ntended only pRO,�cT DESa�rt �x�rxEER �/ V= 5Q MPH for the specific purpose and client. PRCJFILE ERTICAL P� l� � D= 2, TTST = � SIGNATURE: . � � � � � � � j �' � � S � � � � , � � � � 0 3 � � � � N � � N 1�1�ote: .�I�ot ta S�ale *S, �l.E. = Subsurface Utility �ngineering �3C1I.I.111�1��1.I��'ES �411�.I� .I'`.1�C?I''E.R�'�'.• State Li ne --.._.-----....-- County Line - - Tawnship Line - - City Line - Reservation Line - - Praperty Line E�cisting Iron Pin Q Property Corner � Property Monument � Parcel/Sequence Number �23 Existing Fence Line --x x x-- Proposed Woven Wire Fence Propased Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary -- - - -w�-- -- -- - Praposed Wetland Boundary � Existing Endangered Anima! Baundary �B Existing Endangered Plant Boundary �'e . . . . Area ar Site � �■■�- '•• Known So�l Contam�nation. ,,,^,,,_,,,�,,, ,, Potential Soil Contamination: Area ar Site „—_„-; ,, '� B�ILI,�I.,�GS �1.�1',D C�fi.1�ER C�LfiUI��': Gas Pump Vent or l.�/� Tank �ap U Si n a � s Wel I o Small Mine � Foundation Area Uutline I— �l Cemetery t Building SCilt�t?� Church Dam 1��'f'.DR�L��Y.• Stream or Body of Water --- --- Hydro, Pool or Reservair � � Jurisdictional Str�am �S .. Buffer Zone 1 Bz � Buf�er Zone 2 gz 2 F I ow Arrow --�--- --- Disappearing Stream }----- --- Spri ng C�'�'°,�_..--.---. Wetland � Proposed Lateral, Tail, Head Ditch �--1-�---1 �� False Sump <��� `� ,1 � '� � � . I , C�)1 �� � c�) l�� � I � �—[ � .`� ��� ��) i , l � .'-� li�l��l�1Cl�\ C�>[�� l__ll�il-[�f`�.1���� L � ♦ � r .�?�1IL.,�'i'D.�DS.• Sta nda rd Ga uge ����� csx rRavs�oRrarroa RR Si nal Mile ost o g p MILEFUS?' 35 Switch � swrrc�v RR Aba ndoned -}- -�- -�-- -�- RR Disma ntf ed --------~ ��'1'G.1�7' (1.F 1�.r1'Y.• Baseline Contral Point Existing Right of Way Marker ,� Existing Right af Way Line -- Proposed Right of Way Line ---- — Proposed Right of Way Line with � _� Iron Pin and Cap Marker Propased Rig ht of Way Li ne with Concrete or Granite R�'W Marker Praposed Cantrol of Access Line with Cancrete C/A Ma rker �'�' �' Existing �ontral of Access -- '~� ., Proposed Control of Access Existi ng Easement Li ne Praposed Temporary Construction Easement - Praposed Temporary Drainage Easement Proposed Perman�nt Drainage Easernent _ E E . .. .-� Proposed Permanent Drainage / Utility Easement �u� Proposed Permanent Utility Easement PuE Proposed Temporary Utility Easement TuE Proposed Aerial Utility Easement AuE Proposed Perma nent Easement with � , Iron Pin and Cap Marker � h'D�4I�S` �i.11 �.1� ���.1:�1 T.EI? FE�4'TU���S.• Existing Edge of Pavement Existing Curb ----°---- Proposed Slope Stakes Cut --- C---- - Pro osed S l o e Sta kes F i l l -- --- -- F-- -- - p p Proposed Curb Ramp CR Exi st i n g M�ta I G u a rd ra i I T T T Prdposed Guardrail T T T T Existir�g �able C�uiderail " � n Praposed Cable Guiderail " � � �' Equality Symbol {�j Pavement Remaval t��'��'T�TIC�.1�1:• Single Tree � Single Shrub � Hedge � Orchard � � � � Vi neya rd vTneyard .EXI�SfiI�IG S.7'.R�l�'.�'�.���'S: /�AAJ C) R: Bridge, Tunnel ar Box Culvert coNc Bridge Wing Wall, Head Wall and End Wall -- coNC ww MI I� CJR: Head and End WaI1 / CONC HW � Pipe �ulvert Foatbridge >-----------------< Drainage Box: Catch Basin, DI or JB ❑�B Paved Ditch Gutter Storm Sewer Manhc�le O Starm Sewer S UT.�L,I.TI�ES: PC3WER: Existin Power Pole � g Proposed Power Pole (�j Existin Joint Use Pole -�- � Pro osed Jaint Use Pale -C�}- P Power Manhole UO Power Li ne Tower � Power Transformer � l,a1G Pawer Gable Hand Hole ' H-F ra m e Pa l e -+�--�► Recorded U/C Power Line P Designated t�/G Poverer Line {S.U.E.*} - - --- -P- - - - TELEPHC�NE: Existing Telephone Pole -+�- Proposed Telephone Pole -t�- Telephone Manhole � Telephone Booth � Telephone Pedestal 0 Te�ephone CeII Tower � !.a/� Telephane Cable Hand Hole "H Recorded U/G Telephone Cable T Designated l.�/G Telephane Cable �S.U.E.*� -- -- - -T-- --- -- _ Recorded 1,.�/G Telephone Conduit T� Designated t,.�/G Tel�phane Conduit �S.U.E.*�- -- -- - -T�- - - - Recorded l.�/G Fiber 4ptics Cable T FO Designated U!/G Fib�r Qptics �able �S.U.E.'`�-- -- - -- --T F�-- - -- - I�RELI�IN.�RY PL�NS DO NOT U3E FOR CON3TRUCTION WATER: Water Nlanhale C� Water Mefier o Water Va Ive � Water Hydrant � Recorded U/G Water Line w Qesignated l.a/G Water Line �S.U.E.*}--- -- - - --w-- -- - . Above Ground Water Line Asc wa-rer TV: TV Satellite Dish � TV Ped esta l � TY Tower � UV�G TV Cable Hand Hole "H Recorded l.a/G TV Cable Ty Designated l�/G TV Cable (S.U.E.*} - - -- -T�- - Recorded U/G Fiber t�ptic Cable �► F� Designated la/G Fiber C}ptic Cable �S.U.E.*}— --- -- -TM F�- - GAS: Gas Va Ive � Gas ,Meter � Recorded l�/G Gas Line � Designated la/G Gas Line {S.U.E.*} -- - -- --G- Above Ground Gas Line a�c cas SANITARY SEWER: Sanitary Sewer Nlanhole a Sanitary Sewer Cleanout (�+ i.a/G Sanitary Sewer Line sS AbaVG C.71'C3Ui1C� SC#1'11tCii'}/ SC�WGr A/G SanTtary Sewer Recorded SS Forced Ma i n Li ne Fss Designated SS Forced Main Line �S.U.E.*} -- -- -- -�5- MISCELLANEt3US: Utiliiy Pale � Utility Pole with Base p Utility Located Qbject a Utiliiy Traffic Signal Box p Utility Unknown IJVG Line zuT� l.�lG Tank; Water, Gas, C�i1 ��_� Underground Storage Tank, Approx. Loc. usT AlG Tank; Water, Gas, tJil ��� Geaenviranmental Boring � l.�/G Test Hale (S.U.E.*} �j Abandoned According to Utility Records AATUR End of Information E.Q.�. z 0 _ � � o�c EXIST/NG Gl�IND � � _ ,�.••, RI�� wAr I VARIES SLOPE VAR/ES 6.�-- � R/� � w,ar 52' VARIES EXlS7"lNG TO i8' 8' ,_ _. VARIES - EX1S77NG_ T0 /2' ___.-1_---� ---- T} � a: GRADE TO THIS UNE VARIES � o� a � EX/STING b GRQUND ,�.� ao � ` -r--- 6:1 � � SLl?PE ° - -.--- VARIES � 3 � � ►' i � � 1 � � � N O � r'+/ PRt1PC?SED APPRQX l.5" ASPHALT L�NCRETE SURFACE CUURSE TYPE 59.58, .,o �� AT AN AVERArGE RATE OF t68 LBS. PER SQ. YD. � PROPQSED APPROX.2" ASPHALT CONCRETE SURFACE CQllRSE TYPE S9.5Q, �� AT AN AVERAGE RATE oF 224 LBS. PER SQ. YD. �', f„ � PROPOSED APPROX 3"` ASPHALT CONCRETE SURFACE C�1RSE TYPE S9.5B, C� AT AN AVERAGE RATE OF iF8 LE3S. PER SQ. YD. EACH OF TWO LAYERS. 4 PRIiPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE C0�/RSE, TYPE S9.5B, AT �' AN AVERAGE RATE 4F ll2 LBS. PER SQ. YD. PER f DEPTH. TO BE PLACED lN LAYERS Nt)T LESS THAN l.5"' IN UEPTH OR �REATER THAN 2"' lN DEPT�I. ,� D/ PROPUSEO APPROX. 3" ASPHALT CONCRETE INTERMEDIATE C�JRSE TYPE lI9AB, Q AT AN AVERAGE R�4TE OF 3/4 LBS. PER SQ. YD. N � ND� PIqQPDSEO APPf�X.3.25" ASPHALT G�INCRETE INTERMEDIATE CQURS� TYPE ll9.OB, N AT AN AVERAGE RATE OF 37l LBS. PER SQ. YD. C3 J/ � s� ir �� � � � C � I�I� � , I � --.,. _ � � -�r.�-.( t � VARIES tY TO l2' VARIES EXISTING TO /8' � _ VARIES EX/STING T4 /2' e , �. W/ ' �RADE 1 �MiLL 1��• � PO I NT oA2 0.02 _ ._��„__.��,�._ _ � ._..r.. U 6' T'YPICAL SE�TICC�N C�. 1 —L— STA l2fC?Q.aO TC? S�A 1��00.C?n VARIES 52� TO 5l, : i i: T GRADE TO THIS UNE � C3 0 C3 J/ D3 GRADE TO THIS UNE � 0 , i , I �_ r I� 52' I i, 6:/ �r M1LL EXISTIN� PAVEMENT FROM -L- S7'A.I2+75 TO l5�75 R�� WAY 1 6' _ � _ VARIES SLOPE Vi4RlES - - Kimley-Horn and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 ._._. _ 2•� �:I �.�°+...s�.�. ,� �.,,-,,,,,'..'""`'' '"`-... - 6:1 EXISTIN� GROUND P N Y GR��/E—�I�B�� I E RD/ _`_ VARiES /8r TO 26.75' ' VARIES l8' TO 26.75' /2' VAR/ES 6' TO /4,75' ' t/ARIES 6' TO /4.75' /2' Q.tl2 ..- r:�!�1� :5' � GRADE P�INT ..�.�� �- � �--� T 2.75' �--�. , R4� T'YPICAL SE�TICC�N N�. 2 —L— STA l6fOQ.00 T� STA 34-�66.07 � � 0.�2 PAVE�ENi SCHEDU�E D� PROPUSED APPROX. �" ASPHALT CONCRETE' INTERMEDIATE C4URS� TYPE 119.D8, �� AT AN AVERA�E RATE OF 456 LBS. PER SQ. YD. PROPDSED VAR. DEPTH ASPHALT CQNCRETE /NTERMED/ATE COURSE TYPE /l9AB, D4 AT AN AVERAGE RATE OF ll4 LBS.PER SQ.YD.PER l" DEPTN.TO BE PLACE� lN �� LAYERS NOT LESS THAN i.�' lN QEPTH 4R GREATER THAN 2� !N DEPTIY. PROPUSED APPROX.3" ASPHALT CONCRETE BASE COtIRSE TYPE B25AB, �� E� AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. E� A�ANSAVE ��RATE OF 456 LBS. P R SQ. YDE G'�URSE TYPE 825.OB, R� PRQPOSED VAR. DEP`TH ASPHALT CONeRETE BASE CDURSE TYPE 825rQB, E� AT AN AVERAGE RATE aF l/4 LBS.PER SQ.YD.PER l" [�EPTN.T4 BE PLACE�? R4 lN LATERS NOT GESS THAN l.5' lN DEPTH OR GREATER THAN 2"' JN DEPTH. �� PROPOSED 6" A�GGREGATE BASE COCIRSE S VAR/ES 52' TO 5725' � C3 J/ � GRADE TO TIYIS UNE ; [� 0.�8 �r�r SEE PLAN VlEW F4R LaCAT/QN AND TYPE OF MEl?lAN CURB & GUTTER AND G'�NG. M{�NOUTHIC ISLAIVD PRDPOSED 8" A�GR�GATE EASE C�IRSE PROPOSED 2'--6" G°ONCRETE CURB & GUTTER PR+CIPQSED Y-6" C4NCRETE CURB & GUTTER PR�IPQSEO �"' MONOLlTH/C CONCRETE ISLAND (KEYED /N, PROPUSED 2' 9" C(?NCRETE CURB & GUTTER PR4PQSED �" Ct7NCRETE S/DEWAtlC /2' s.•� . •` 6' _ � _ VARIES SLOPE VARIES PROJECT REfERENCE NO. U-53/8 , RQADWAY DESIGN ENGINEER .---�- _ � +�T� ...........�+.. ,r .•--''��. . ......... _ 6:� EXISTING GROrINO NOTES: 1. PAVEMENT ELaGE SLOPES ARrE l:/ UNLESS OTHEI4W/SE /ND/CATED 2. REFER TO PLAN SHEETS FOR VAR/ABLE WIDTHS SHEET NQ. 2 HYDRAULICS ENGINEER P'RELI.MIN RY PL�A.NS DO NOT USE CONBTRUCTION T EARTH MATER/AL � EX/STTING PAVEMENT W I ��1�� DEPTH ASPHALT OVERLAY ISEE DETA/L Wl1 W2 VARIABLE DEPTH ASPHALT OVERLAY ISEE DETAIL W2� � O � � � Exisr�N� GROUND „ ----- .� EXIS"TlNG GR+t�iND _ _..._.. _ .�.... o� Q. � � � EXISTING � GR�UND t � � � i � 3 � �o _ —_.. .., � � � I � � � N 0 � � � � 1r N � � N . l . L �. 1�YPICAL SECTiC�N ��. �A —L— STA 45f33.00 TC� STA 48f83 Ro��r oF WAY �_ ��� o, �.�-Q �Si �p,�tlEs //.5' 5' _ � i1 5.5' 0.5' RI � WED�G�NG DET ArL F4R RESURF�4�G'ING Wl � 5' VAR/ES 52' TO 57.25' VARIES 5T.25' T� EXlS7' !2' _ D3 � C3 VI �rVL / V THIS UNE 43.75' GRADE TO THiS UNE e� _ � s I � � � ( ...._ e ....� I T'YPICAL ECTiC)� �C�.3 —L- STA 34-�66.0i TO STA 52f50.OQ W! l i� ., �. ._ � � , ,. � � 5.5' � I ��� � l2' VARIES 52' TO 57.25' THIS UNE T �T i VARIES 51.25' TO EXIS7' VARIES 43�5' TD 55.75° /2' _ � _ 0.�02 ` ' ' ' 0.02 � �_!. _�._ _._._� �_ _,.__, .r..���.�.,..,��. ____ _____ ___-- ---- ---- U U � 2 %' �rH. 3'�r�nr. W�D�GING DET A!L F4R RESURFA�C�NG W� A REA�lf�VE EXISTING PAVEMENT AS SHOWN ON PLAN VIEW T'YPICAL SE�TIC)N �CJJ. 4 —L— STA 52f50.00 TC7 STA 58�7'Z.11 C3 �� SEE PLAN VIEW FC1R LCICATION AIVD TYP� QF MEDIAN CURB & GUTTER OR MONOLITHIC ISLAND 12' E/ � GRAI?E TO THlS UNE � - Kimley-Horn and Associates, inc, 3001 WESTON PARKWAY CARY, N.C. 27513 I' '_ _ t . //.5' 5' S.5' , 1.�W o.�� R/ � R/GHT 4F WAY 5' I♦ PROJECT REFERENCE NtJ. 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PAVEMENT MARKERS - /NSTALLATlt��1l SPAC/NG RA/5ED PAVEMENT MARKERS = PERMANEMT AMD TEMPORARY GUARDRA/L AND BARR►ER DEL/NEATC�RS -/NSTALLATIC)IV SPACtIVG CUARDRAIL AND BARR/ER DEL/IVEATURS - TYPES AND MOtlMTl11/G GUARDRAIL ENI� DELINEAT/DN 4BJECT MARKERS - T YPES OBJECT MARKFRS - /NSTALLAT/C�N � I��.D1;�!� C�,� .��i.�..�1��: Z'S �HEET N0. � TGP-2 - TCP-3 TGP-4 TGP-5 - TGP-11 TCP -12 TCP -13 TCP-13A - TCP-20 TCP-21 - TCP-27 TCP-28 • � ■ ■ � : � , � � � l , 1 � , i � � � ! � � � � ., � � � e . . � , . � � . . , , . , , � E . . , , . . , � � . � � � � � � � � . . . , . � � , .� . �- � .- � . T.��1"VII'C�R.�.R Y� �".�9. T�1�1'1�1�111�fi 1'V.f�i.R.��.1�.11t"G S► C��'E.D ��E PAVEMENT MARKING LINES PA - PAINT (4" WHITE, 2X) EDGELINE PB - PAINT (4" YELLOW, 2X) EDGELINE PC - PAINT (4" WHITE, 2X} 4' X 10'iSP SKIP PD - PAINT {4" WHITE, 2X) 3' X 9'JSP MINISKIP PE - PAINT (4"� WHITE, 2X} S4LID LANE tINE PI - PAINT {4t� YE�LOW, 2X) D�UBLE CENTER LINE PO - PAINT (6�� WHITE, 2X} EDGELINE LINE PQ - PAINT (8 WHITE, 2X) EDGELINE PR - PAINT {$" WHITE, 2X} GORELINE PV - PAINT (4" YELLOW, 2X) DIAGONAL LINE PX - PAINT (8" WHITE, 2X) CROSSINALK P2 - PAINT (24" WHITE, 2X) STOP BAR TP - THERMO (8" WHITE, 9a MILS} GORELINE PAVEMENT MARKING SYMBOL� QA - PAINT 2X (LEFT TURN ARROW) QB - PAINT 2X (RIGHT TURN ARROW) QC - PAINT 2X (STRAIGHT ARRC?W) QD - PAINT 2X (COMBINATIC}N STRAIGHT & LEFT TURN ARRaW) QE • PAINT 2X (COMBINATION STRAIGHT & RIGHT TURN ARROW) QG - PAINT 2X (COMBINATIQN LEFT, STRAIGHT, & RIGHT TURN ARROW) QI - PAINT 2X (ALPHANUMERIC CHARACTER}. QM - PAINT 2X (U-TURN ARRQW) QS - PAINT 2X (YEILD LINE) . 3TATS PROJB�:T R$P'$RRNCI� Nt)s \711L' � 1 �o� TCP-1 STATB PROJ. NO. F. A. PRQJ. NQ D&9CRZP''1'I�JN t .. � - � , -. , , ■ � • � , ..�.� f . � � � � � ------ EXIST. PVINT. ���������� ►��������, , � , � , , ►��������� ►-•.�.•.•-. ., � .� � = TYPE I I[ TYP E I I l�TJ TYP E I I I ,. CONE . � r � � � � ' 1 ' ' ' � '�. .,., ,� . � DRUI� Q SKI NNY DRUM '`,,�. --- � FLASH I NG ARRQW PANEL ( TYPE C} / . , .. � ��� �- r � • � ,- �- -�- �= ..,�,��, j, CRASH CUSH I ON t�1 ,�� C�1i1 � ����� � CHANGEABLE MESSAGE SIGN TRUCK Mt}UNTED IMPACT ATTENUATOR (TMIA) .� FLAGGER � � � s � . . . , ., ,. . , ` r � � � s ' . , . � .. ,. . PAVEMENT MARKING SYMBOLS 11�. C.D. Q. T. T.I�tAF�I'G �" 011t TR OL, MARKl11t G£� DELI11tEA T1011t SE �' �'�C111t AP.FR U VED: PLA11t Pl2E.PARE� B Y: �A��: Kimle -Horn � y �� and Assaciates4 I nc. TRAFFIG CU11�fiRUL �11�GI11tEER TRA�'FIC �Q.1ITTRU� PRO,��'CT E.t1�GI1rtEER PRELIMINA�RY PL�.NS S��� DU NOT U3E FOR CON3TR.UCTION CHAD BECK, P. E. P�4 UJEC fi.E11t G1�11lEER Tl2AFFIC Cf.�111�'.ROL PROfEGT DESIG11l ,E11�G�I11tEER CHAD BECK, P. E. DESIG11t E11t'GI11�.EER T.RAFFIC C411��'R(�i .��sl��r �x�rx��R TODD IRELAND DESIGI"1� TEC�I11lICIA11t� , o� � �l � 3 � � i � � � 3 � � � � � � � � � � 0 � � cr.�„ � � N �V N N E/IV�R T AL N E CHANGES MAY BE REQUIRFD WHEN PHYSICAL D/MENS/OIVS 1N THE DETA/L DRAWIIVGS, STANt?ARD DETAIlS, AND Rt)ADINAY DFTAiLS ARE N�T ATIAiNABtE T4 MEET FIELD C�Nt?ITIQNS C)R RESULT IN DUPL/CATE OR UNDES/RED OVFRLAPP/NG 4F DEV/CES. MOD/FiCATiGiM MAY /NCLUDE: M4VING, SUPPLEMENT/NG, COVFRING, 4R REM4VAL 4F DEV/CES AS D/RECTED BY THE ENGINEER. THE FOLLt�W/MG GEtVFRAL Nt)TES APPLY AT ALL T/MES FC)R THF DURAT/ON OF THE CC�NSTRUCT/t?N PRt'J1ECT EXCEPT WHEN C�Tt/ERWiSE IVC)TED /N THE PLAN OR Q/RECTFD BY THE ENG/NEER. T/ME RESTR/CTIONS A) DO N4T CLOSE OR /1tARROII�/ TRAVEL tANES AS F�LLOWS: Rt�AD NAME P/NEY GROVE-WiLBt�Ai RDAD RALPH STEPHFNS ROAD 1VC 55 BYPASS S. MA/N STREET DAY AND T/ME RESTRI CTI t�NS 7; 00 AM TO 9: 00 AM & 4: aC� PM T4 6: liC1 PM MON. THRU FR/. B) DQ Nt?T CLI'JSL� C)l� NARR�JW TRA1/EL LANES DUR/11�G Ht�L1DAYS AND SPEC/AL EVENTS AS Ft�Llt)WS; ROAD NAME PiNFY GRt�VE-W1LBt�N ROAD RALPH STEPHENS ROAD NC 55 BYPASS S. MAIN STREET DAY AIVD T1ME RESTR/CT►4lVS �: oa an� ro 9: oo an�r � 4:0� PM Tt� 6: oo Pnir nr�on�, rHRV F�ri. H�L/DAY 1. FtJR ANY UNEXPECTED C�CCURRENCE THAT CR�ATES UNUSUALLY H/GH TRAFFiC VOLUMES, AS D/RECTiED BY THE ENGiNEER. 2. Ft�R NEW YEAR'S, BETWEEN THE HOURS QF 9: DO P.M. DECEMBER 3�st TV 6: 0� A.M. JANUARY 2ND. /F NEW YEAR'S DAY /S ON A FR/DAY, SATURDAY, SUIV�AY, OR MO/VDAY THEIV UNT/L 6: t?0 A�A01, THE FOLLC�W/NG TUESDAY. 3. FOR EASTER, BETINEEN THE HOURS UF 9: 00 P.M. THURSDAY AND G:00 A.M. MOIVDAY. 4. FUR NIEMOR/AL DAY, BETWEEN THE HGIURS OF 9;OQ P.M. FR/DAY Tt) 6: aD A,M. TUESDAY. 5. Ft�R /NDEPENDElVCE DAY, QETWEEN THE HflURS OF 9: Ua P.M= THE DAY BEFCiRE /NDFPENDEI'UCE DAY AND 6'� a0 A.M. THE DAY AFTFR /NDEPFNL?ENCE DAY, IF INDEPEl1CDENCE DAY IS DN A FR/DAY, SATURDAY, SUNDAY Ol� MQNDAY TNEIV BET til l'EEN THL� Ht)URS 4F 9; !DO P.M. THE THURSDAY BL�FORL� /NDEPEND�ENCE DAY AIVD S: OQ A.M, TH� TUESDAY AF1'ER INDEPENDENCL� DAY. �. F�JR LABOR DAY, BET'1�/EEN THE Ht�URS OF 9. Of1 P.M. FR/DAY AND 6: Q� A.M. TUL�SDAY. 7. Ft'�R THAAtKSG/VING DAY, BETWEEN THE HC?URS C�F 9:00 P.M, i`UESD�4Y TO 6: Qt1 A.M. M�NDAY. 8, Ft�R CHR/STMAS, BETWEEIV THE HCyURS 4F 9. QO P.M. THE FR/DAY BEFORE THE WEFK OF CHRISTMAS' DAY AN'D 6: aA A.M. THE FC)LLCiWING TUESDAY AFTER THE WE'EK QF C/�'RISTMAS. 9. FC)R SPEC/AL EVFNTS, AS LISTED �JM SHEET i'CP=3 t�R OtHERW/SE NtJTED BY THE EAIGINEER, BETWEEIV THE HOURS C�F 9: Q!? P.M. THE DAY BEF4R� THE SPEC/AL EVEN?" AND 6:OQ A.M.THE DAY FOLL�W/NG THE SPECIAL EVENT. /F T/�tE SPECIAL EVENT /S QN A FR/DAY, SATURDAY, C!R SUNDAY, THE/V BE?WEEN THE HQURS OF 9: �t? PM THE THURSDAY BEFaRE THE SPECIAL EVENT AND 6: �t� AM THF MONDAY AFTER THE SPEC/AL EVENT, OR AS" OTHFRWISE D/RECTED BY THE ENG►NEER. G} t�t� IVOT STOP TRAF�`IC' AS FClLLOWS: R�AD IVAME � PtNEY GR�VE-W/LBt�N ROAD RALPH STEPHENS ROAD NC SS BYPASS S, MAIIV STREET DAY AND TIME RESTR/t`T1t�NS 7: ot� an�r ra �: oo an�r & 4: 00 PM Tt) 6: a0 PM MON. THRU FR/� DURAT/C?M AWD t,�PERAT/t�W 1 t1 MIN. D) DtJ N'CiT Ct�NDUCT MULT/-VEH/CLE HAUL/NG AS FOLltJWS; /NGRESS AND EGRESS FR�M RAMPS BE ALLOWED: ROAD IVAME PiNEY GRQVE-W/LBO/V Rt�AD RALI�'H STEPHENS ROAD NC S5 BYPASS S. MA/N STRE�T DAY AND T/ME RESTR/CT/ONSS �� _ � � �t � : . I�` ' • . tt ' , r r E) Qt3 NQT CC�N�UCT ANY HAUL/NG OPERAT/4NS AGA/N'ST THE FL4W OF TRAFF/C OF AN CiPEN TRAVELWAY UNLESS THE HAUL/NG OPERAT/t)N i5 PROTECTED BY BARRIER OR GtIARDRA/L OR AS DIRECTED BY THE ENG/NEER, LANE AND SHt)U�DER CLtiSt/RE REQU/REMENTS F) REMQVE LAN� Ctt)SURE DEV/CES FROM THE LAIVE WHE1V Wt�RK /S NClT BE/NG PERF�RMED BEH/ND THE LANE CLOSURE OR WNEN A LANE CL45URE /S NC� L�JIVGER NEEt�ED OR AS DIRECTED BY THE EI'VG/NEER. G) WHEN PERSCIIVNEL AND/�R EQUIPMENT ARE WfJRK/NG W/THiN 75 FT OF AN OPEN TRA1/EL LAIVE, CL4SE THE NEAREST UPEN SHt�ULDER UStIVG Rt?ADWAY STANDARD D�ti4WING ND. 1 �4�.04 U/V�ESS THE WORK AREA /S PRC)TECTED BY BARRtER t)R C�UARDRA/L 4R A LANE CLCISURE /S /IVSTALLED. H} WHEN PERSf�MNEL AND/�R EQUtPMENT ARE Wt,1RK/NG t�N THE SHOtiLDER ADJACEIVT TO A/V tJND/V/DFD FAC/L/TY AND WiTH/M 5 FT QF A/V 4PEN TRAVEL LANE, CLOSE THE NEAREST �P�N TRAVEL LANE US/NG Rt)ADWAY STANDARD DRAW/NG NO. � 7��.�2 UtVLESS THE WQRK AREA /S PRC�TECTEL? BY BARRIER QR CUARDRAIL. WHEl1 t PERSQIVNEL AMD/OR EQU/PMENT ARE WORKING fJN Th1E SHt)ULDER ADJACEMT Tt� e4 DIVIDFD FACIL/TYA�1/D W/TH/M �0 FT C)FAN OPEM TRAVEL LANE, CLC)SE THE NE�4REST t�FFN TRAVEL tANE US/NG Rt?ADWAY STANDARD DI�i4WING NO. 1101,02 UIVLESS THE Wf�RK ARFA IS PROTEC'TED BY i4 BAREiIER OR GtlARDRA/L. /} WHEN PERSC)NNEL AND/�R EQt11PMENT ARE WORK/MG W/TH/JV A LANE C)F TiRAVEL OF AM UND/V�DED C?R D/V/DED FACIL/TY, CLQSE THE LANE ACCORDt/VG TQ THE TRAFF/C �'ONTROL PLANS, RGIADWAY STANDARCI DRAW/NGS, OR AS O/RFCTED BY THE ENGINEER. CClNDUCT THE WCiRK SC? THAT ALL PERSONIVEL AND/t?R EQU/PMENT RFMA/N W/TH/N THE CLOSED TRAVEL LANE. J') Dt� NOT W4R/C SiMULTANE�USLY W/TH/N 15 FT UIU BQTH 5iDE5 OF AM OPEN TRAVELWAY, l�i4MP, C�R LODP W/TH/N THE SAME LOCAT/ON UNLESS PROTECT,L�t? WITH GUARD!?A/L f�R BARRt,ER. K� DC! NCiT /IVSTe4LL MQRE THAN � S1MUtTANEt)US LANE CL4SURES llil ANY l�NE D/R�CT/ON ON P/NEY GROVE=W/LBOW Rt1AQ, RALPH STEPHENS Rt?AD, NC 55 BYPAS�, �R S. MA/N STREET. PAVEMENT EDGE DRI�P t�FF REQU/REMENTS t L) BACKF/Lt AT A S: � SLt)PF UP Tt� THE EDGE AND ELEVATi4N 4F EX/STl/VG PAVEMEIVT /IV ARFAS AD./ACEl11T TC) AN t�PENED TRAVEL /.ANE THAT HAS AtV EDGE 4F PAV�'MEIUT DRt3P-OF� AS FtJLLf)WS: BACKFILL DRC)P-+C)FFS iHAT EXCE,EQ 2 IIUCHES ON Rf1ADWAYS W/TH Pt'JSTED SPFEL� LIMITS OF 45 MPH t�R GREATER, BACKF/LL DRt�P-OFI�S THAT EXCELGD 3 INCIYES QN RDADWAYS WITH Pt)STED SPEED LIM/TS LESS TH�►N 45 MPH. B,AC`KF/LL W/TH SU/TABLE COMPACTED► MATER/AL, AS APPRtJVED BY THE ENt�/1VEER, AT NC) EXPEMSE TO THE DEPARTMENT. M) Dt� NOT EXCIEED A DIFFERENCE OF 2/NCHES /N ELEVAT/t3N BETWEEN QPEN LANES OF TRAFFiC FtaR NOM/NAL LII�TS t�F y.5 ItVCHES. /NSTALL ADVANCE WARN/IVG "UMEVEN 1.ANES" S/GNS (W8-� 1) /N ADVANCL� AND A M/N1MUM OF El/ERY HALF M/L� THRa►UGHOUT THL� UNEVEM AREA. TRAFF/C PATIFRJV ALTERATtONS M) NIDTJFY THE ENGINEER TWE/UTY taNE {21) CALENDAR DAYS PRIOR T!D ANY TRAFI�tC PATT�'R/V ALTERATIC?N. S1GM/NG A) /NSTALL ADVAIVCE WORK ZONE WARIV/NG S/GNS INHEN WORK IS WITH/N 4D FT FRt)M THE EDGE C!F TRAVEL L�4NE AND NO M�JRE THAN THREE (3) DAYS PR/C�R TtJ THE BEG/NN/NG t')F CONSTRUCT/�N. P) ENSURE ALL /VECESSARY SIG1V/NG /S /N PLACE PR/�?R TO ALTERiNG AAIY TRAFFIC PATTERN. Q) /NSTAtL BLA�K ON +QRANGE "DIP" S/GNS (W8-2) AND/t�R "BUMP° S/GNS (W8-1) 544 �T /N ADVANCE C!F THE UNEVEN AREA, C�R AS D/RFCTl�D BY iHE E11iGiNEER. � PROJ. REFERENCE NO. 012329039 SHEET NU. .� � Kimley-Horn � and Associates, Inc. 30U1 WESTON PARKWAY TRAFFIC BARRIER � cARY, N.c. 27513 R) /NSTALL TEMPORARY BARR/ER ACCC�RD/NG TfJ THE TRANSPORTAT/01V MAN�4GEMENT PLANS A MAX/MUM DF TWO (2) WEEKS PRtQR TO BEGINN/NG WORK /N .ANY LOCAT/t1N. ONCE TEMPORARY BARR/ER [S //VSTALLEL? AT ANY Lt?CATIC?N PROCEFD /N A Ct�NT/NUOUS MAIVNFR Tt� Ct�MPLETE THE PR�Pt)SED WURK IN THAT LOCAT/OIV UNLESS OTHERWISE STATED /N THE TRANSPtJt�TAT/�JN MANAGEMEIVT PLANS C1R AS D/RECTED BY THE FNG/NEER. DO N�JT PLACE BARR/ER D/RECTLY ON ANY SURFACE OTHER THA/V ASPHALT OR C4NCRETE. O/UC'E TEMPC�RARY BARR/ER /S 1/VSTALLED AT ANY L�CAT/ON AND NQ t/UORK IS PERFORIV/ED BEH/1VD THE TEMP4RARY BARR/ER F�R A PER/QD LQNGER THAN 7W0 (2) M�JNTHS, REMOVE 1 RESET TEMPCiRARY BARR/ER AT NO COST TCi THE DEPARTNIENT UNLESS OTHERUV/SE STATED IN THE TRANSPORTAT/tJN MANAGEMENi' PLANS, TEMPt)E�i4RY BARR/ER IS PRt�TECTtIVG A HAZARD, f!R AS DiRECTED BY THE ENGl1VEER. /NSTALL TEMPORARY BARRiER W/TH THE TRA�'F/C FLOW BEG►N/VtNG W/TH THE tlPSTRFAM S/DE OF TRAFF/C. REMOVE TEMPORARY BARR/ER AGA/IVST THE TRAFFiC FLO!l� BEG/NN/NG W/TH THE !?OV�/NSTREAM S/DE 4F TRAFF/C. INSTALL AND SPACE DRUMS N4 GREATER TNAM TW/CE THE PC)STED SPEED LIM/T (MPH) T4 CLtJSE OR KEEP THE SEC'T/OlV t?�` THE R�ADWAY CLQSED tJNTiL THE TEMPt�RARY BARRIER CAIV BE PLACED OR AFTER THE TEMPCI RARY BARR/ER IS REMQVED. S) PR�TECT THE APPR�ACH END OF JV►4VABLE/PORTABLE CONCRETE BARR/ER AT ALL T/MES DUR/NG THE IIVSTALLAT/�1V AND REMQVAL C1F THL� BARR/ER BY EITNFR A TRUCK MaUNTED ATIENUATOR {MAXIMUM 72 HOURS} OR A TEMPt1RARY CRASH C'USHiQN. PROTiECT THE APPROACH ENC► OF MC?VABLE/PORTABLE CC?NCRETE BARR/ER FROIVI ta/UCOM/NG TRAFF/C AT ALL T/MES 8Y A iEMPORARY CRASH CUSH/OM UNLESS THE APPRQACH ElVD OF Mt�VABtEiPURTABLE CONCRETE BARR/ER i� QFFSET FRQM aNC'ClMING TRAFFIC AS FC?LLOWS t3R AS SH�JWN IN THE PLANS: (SEE ALSO � �a?.QS) PC�STED SPEED L/M/T M/tV/MUM taFFSET 4Q t�R LESS 15 FT 45 - S4 2t? FT 55 25 FT 60 MPH or HIGHFR 30 FT TRAFFlC CONTRt�L DFV/CES T} WHEN LANE CLOSURES ARE NOT /N EFFECT SPACE CHAMNEL/ZfNG DEVICES /N Wt�RK ,AREAS Nt� GREATER /N FEET THAN �ll //CE THE POSTED SPEED L/M/T (MPH) EXCEPT, 1 t1 FT ON-CENTER /N RAD/l, AMD 3 FT f�FF THE EDGE tfF AM CiPEN TRAVELWAY. REFFR T�J STAN'DARD SPECIFICAT/ONS Ft�R ROAL)S AMD STRt/CTURES SECTI�NS t 113Q (DRUM�), � �35 (C�JMES) AND �'8Q (SK/NNY DRUMS) FOR A!?D/T/C1NAL REQUIREML�/VTS� U) PtACE �'YPE 1// BARR/CADES, W/TH "Rf�i4D C`L�SED° SIG/V R1 �=2 ATTACHED, aF SUFFIC/ENT LENGTH TO CL�SE ENT/RE R4ADWAY. PAVEMENT MARKINGS AND MARK`L�RS 1�) PLAC'E ONE APPL/CAT/Olit ClF PA/NT Ft?R TEMP�JRARY TRAFFiC PATIERNS, PtACE A SECOA/D APPLICAT/f�N t�F PA/NT S/X (S) MONTHS AFT�R THE /N/T/AL APPLICATIO/U AND EV�RY S/X MQNTH:S AS D/RECiEt� BY THE ElVG1Nf�`R. t/U) T/E PR4POSED PAVEItIIEIVT NIARK/NG L/NES Tta EXIST/NG PAV€MENT MARK/NG L/NES. X) REMtaV�IREP�.ACE ANY CONFLiCTIIVG/DAMAGED PAVEMENT MARK/NGS ANt? MARKE/i'S BY THF fND C�F EACH L?AY'S t�FL�RAT/t�N. APPROVED: DATE: PRELIMIN�RY I�L�.NS DO NOT U3E FOR COIVSTRUCTION SCAL�: N ° F REVISIONS O h' �J�/1` � ��Gt,1oNw7yR �ti� �+' DATE: �S%2U�4 `� ���f a'4o � 4, ���� ����� pWG. BY: KSD a�'� * n'� � = N * � e � DESIGN BY: TI ��*� "� 9 � �r M ��M•�oe J.= D REVIEWED BY: CW� ca��c�° FILE• a c � � 3 � � � � U � � 3 � � � � � � � � � N O 3 � � � �.` N � N � � ���� AL /1V T� MiSC'ELLANEOUS 1� LAW ENF4RCEMENT NIAY BE USED TO MAlNTA/N TR�4FFIC THRt)UGH THE W4RK AREA AND/OR INTERSECT/t�NS A5 D/RECTED BY THF ENGINEER. Z) /M THE EVENT A T/E-iN CAMN4T BE MADE IN OME C►AY'S TIME, BR/NG THE T/E-/N ARE,�! TQ AN APPRQPR/ATE RQADWAY ELEVAT/OlV AS DETFRMINEL� BY THE ENG/NEER. PLACE BLACK C�N t�RAIVGE "L40SE GRAVEL"' S/GNS (W8=7) Al1tD BLACK CIN CiRANGE "PAVEMENT ENL3S" S/GIVS (W8-3) 5ti0 FT AMD 5�0 FT RESPECT/VELY /N ADVAIVCE t)� THE UNEVE/V AREAS. USE DRUMS TC1 DEL/NEATE THE EDGE OF R4ADWAY �4L(�NG UNPAVED AREAS. AA) ALL GURB RAMP Lt�CAT/QNS SHA�L BE DER/VED FRt�M STAT/QN/lVG SHC�WN !�N PAVEMEMT MARKING PLANS t�R AS D/RECTFD BY THE ENG/NEER /N CQQRD/NAT/ON WITH THE SIGN/NG AND DEL/NEAT/ON U/V/T. BB) Ct,�NTRACTCaR SHALL MA/MTA/N S/DEWALK ACCESS AT ALL T/MES AS STATED /N THE PHAS/IVG. CQIVTRACT�R SHALL BE RESPONStBLE Tt� PROV/DE TEMPORARY SIDEWALKS (CONCRETF, ASPHALT, OR CITHER SUITABLE Mi4TER/AL AS APPRt�VED BY THE ENG/NEER) A7° ALL LOCAT/OIVS WHERE THE t�PEN PEDESTRtA/V TRAVELWAY HAS BEEN REMfJVED F4R CQNSTRUCTI�JN CiPEt�AT►QNS {UT/L/T/ES, DRAIWAGE, ETC.). THE CQ/1fTRACT4R /S REQUiRED Tt� CC)C�RDI/VATE CLt35ELY W1TH THE TOWW OF HOLLY SPR/NGS REGARD/NG SPEC/AL EVENTS THAT MAY /MPACT THE PRt�JECT CONSTRUCT101V AND TRAFF/C CONTRt'JL Lt'JG/ST/CS. PRC�J. REFERENCE NO. SHEET NC?. 412329039 TCP-3 � Kimley-Horn � and Associates,lnc. 3001 WESTON PARKWAY CARY, N.C. 27513 APPROVED: DATE: PRELI�IN�.R�' PL�NS DO NOT U3E FOR CON3TRUCTION SCALE: O�GINE� H� REV�S�VNS S G/1� L/L CYL 0� 4 �``� Mo�r�R �ti c DATE; \y G`ot °'40 �y ���e ���� y�+ � �� I�JD -s DWG. BY: a � * * o -� � ! = N + DESIGN BY• TI ��� '� � � REVlEWEGI BY: � �'c °� *"��00�2 � CWB cor►T R FILE' � y U ��y, 5 � � � � 'V � � � � � � � � t rn � � N O 3 S � � �..' N � � N � � . � � . r � !' A ' " � � � i � � ! i' • � N � . . . : ► . , � � � � • � �► �► � r� � • . . . +� r . � � � . ; . �, . � � � . r �r �r � �r � 1 �r STEP 1: PR�C3R TC� Ai�Y �CJNSTRI�CTI{�N A�T�VITY, INSTALL ALI. AD�11A�fCE 1�It�RK ��?NE V1lARN�N� 5IG�1� �� A�C�t�RDA�I�� W!�'H PR�JECT l��TES, R�l� 11�1.�}1, SHEET 2�F 3��It� 3 C�F 3, �N� SHE�T TCP-2�. �� r � �: ��, � � ; � ����. � 4 ��■� �"� 1 i i � � ��.a ' ' !" • � � �i . #' ' '�M r s r j � !� s. � '� +�" �► i ' •"i'r � i � ! 'i�� � � ! 1► ' ! ; � � a ,� � � R , � ■ • � � ; .� * 1 � � R ■ t1 1 � •� l• 1 r�► «� �,. �, � . . � . � . +� � r � � � r � r +� . � . 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REFERENCE N<J. 012329039 SHEET NC�.. . , � Kimley-Horn � and Associates, lnc. �i 3001 WESTON PARKVYAY • ���E ��� CARY N.C.275i3 . i x � � � � � . • � � � ♦ , � x * � � � i � � � '� r � ! � � � � r � � �' � � �` � � � � �F � . r . �,, � , �, . � '� #' r . 1 i � 'i'`c' '� r' �' �' 1 � � � M � � � � l ' 1 �, � 1 1 � i �, � * t �� � * �+ �M��� � � r ! � � �, i ,� * � � ,� � � • � � � � c � � � • � �, � � y, � � � � M � � � � " � � ' � � l � � M ' ' � � +� � � ,� i . . �► '� ;� ���,� �► _ � � � �� � � � '" ' '� � R � �► ! � * /' A a � � .i � � � i M r' . � rr ! i � �� � j .i�I� •� � i ` � � ' ` � l � : � � � ' " � �. �. , . , , � •.�•�, �, . . .. ., � � r j s � �' � 1 � l � N N � � � � � � , # '� � 1 � � 1 � r M � � i � � � � r � � � s i i � � � ' � * � � �` � � a 1 � � � � �r ! rr , ,► t� tl► i; � , � � � I► i � � r ��# �r � r � s� � ���r� � � � . � • • ,' i � • ! � � � •. �� . i� � �i� � , � ;,�.. „i �, i i': • ��i �'' ' i ' , •' "� y � M � :R � � � � �! � � ! �t � � L ��# �� � l�� �� 1 � ' �� � � � ■ ��� i � �� � �. � � •� � *� • � � �, . •� �� � � • � i � � � *�.� � �. �' � � ' � : i; � x � � � � �!�� � � � •. � ' ' �' ! 1� ! � � ! �r# ,� '� ,' i ..� � r� �., �, ,� �� .� j � � �. � �,. . . ..� � ,�� . � � .�, . , i ,. j � ��� � ,� �� r x � � s��! j r � � �� , . , . � � � , � j � . i � , � . . . , * �' � � � `� v�� � �E ��� �T�� c� � N� E��s�-� �v� -r�aF��� A� � us� �� �► �oA��nr�Y s-r�,N�A�� a��v�� �� �. so�..oz, SHEET� 1 TC� 3�ND � Tc� 6 QF 15, PERFC�R11� THE �C�LLQWIN� �AT THE END CJF E�CH V�lt�Ri� PERICiD, RETUR� TRA�F�1� iQ TFIE EXISTIN� PATTERN}: lNSTALI. iHE FINAL, ASPNA�T SiJRFACE �QURSE AND PLACE TEMPQRARY PAVE11/IE�11` MARK��f�S ���INT� C(�NS�STENT 1N1T�1 FIN�L PAI�EMENT MARKING PL.ANS C�N A�� R�ADS AN� PLACE TRAFFIC IN i'HE FIIV�I� PATTERN. STE P 2. - tJPt�N �C�IVIPLETI{�I� C�F ALl ASPHA�YPAVIN+� QPERATIONS, V1lHII�E WCJC�KIN� IN A C�}NTINlJt�k�S MAI� N E R�►i� C� I N R D 1�. 1. �J� G S C� t�2, �HEETS �. TC� 3 AI�D 5 T{� ��F 15, INSTA�� THE FiNA� P�IVEMENT MARKiNC� AND I�ARI�ER� t7�J A�� Rt�A��. �T TH� END OF THE Wt�RK PERltJD, PLACE TF�AFFfC IN THE FINA�. PA�i'ER�i. {SEE P�VEMENi' IViARKl�1G PI.ANS} STEP 3: * � . � � . � ,► . r r . � ♦ r, � . � � � r APPROVED: DATE: PRELI.MINI�.R'Y I�L.�NS DO NOT U3E FOR CONSTRUCTION S�A�E: aNG�N�� y, REV�s�oNs SE/'''►� �� �� � y �``� MoRr� o'tiG � DATE: � � ,�� �ti � a *�'J ��•� zy` DWG. BY: KSD n�,' ,► c, � � � x y . � . . . � �� � *� � . `* � . . . DESiGN BY: T' �'� � � $ • /'''� ''��c e+ sR"MO��? D REViEWED Y. �►rWB CONT R FI�E: O� � � � � � � � I � � � 3 � � � � � � N � co � � � � � � N � \ N o� � 1 � ' V 3 0 � j � � � � � � I � � ' � � � N O � 6 � � ``" N � � C�t � 05 �� � • ♦ • � 1 � i � ..__ � - -� s� -�,� � �,a �x�� �, r���.�, rc.�,� �� ��� � 051 �'r° � �°.'X, ° �,� � •�� � �x�. � �Nx � CONTRACTOR SHALL MA/NTA/N D/W AG�ESS AT ALL TIMES. � . . . • e � � �� i AT�y uN�. Y �2_ �� �r A �s�?.�p �S�'E � � �� HE` � ����t;�� � T��'°101 �u�:�n, y3q> xxti,.`4'. .�� �� utwr.(6'+x .e,..«ttw< <a�x�+*w%i R.�:.ax .f ... . . . . _ #.Y�"' � . . ,, � � ���� � �: � � � �,^ ` l � - � 0516 � � � w► MAIN' STREET EXTENS/t1N - � � —L— FP � ��� ��. °" � g:f" k' � M � ��' �� ' �� ff�� ��. lx ,{P � � ,i� f� 6 £ �d � � �g_' P7d � � �� � �� �# � ��{ �� � }�� �� �Y g� � ��� � � � � � �� �� ��� � /� PROJ. REFERENCE Nt3. SHEET NO. 012329039 TCP-b - Kimley-Horn - and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 i �♦ � � ; �..�.�,-� ��,..:.�������; 4 ��?� " � �� �;. � �k�?, i„'`.r�' �* .zss�., ��z�'i �z,,:``c ,.m+,�:i � . �r,+`.�. � �^� � � ,fi3"'��a��rw`%''" �� � . ✓"` Jf�'�,•�; ��$ d�� � ,�u" �W, y ,n,��,x �� � .;� �� �,�' � :s� ,�'�"� .�"" :�' � � � ��� � � � � A�=� �. � � �;� ���� ��� � i�� �^'� �'° j � s`"r �� �� !' � � ` , L� `-' ���� � �� g ,,� �� �� �� � � � � i� , .�� �y � , � ��� � �� A� � :3� ���� .� :�� R11-2 48"X30►, TYPE III BARRICADE 'PROVED: DATE: TR L PHA E i TRAFFI� C�� CJ S , PRELIMIl�i��RY PL1�.NS DU NOT U3E FOR CONSTRUCTION SCAIE: O NG� NE � , REVisioNs SEAL y �� �� 4 y �``o KoRr�r Q�M� � DATE: ` � a� y4� �. '`��� 'frr c�WG. BY: K$ci �� � �= N �, ; ,� * RESIGN BY. i"� A�� e� REVIEWED BY: CWB � O► � � � �'V 3 � � I � � � 3 � � � � � I ��"? � � N 0 3 g � � � N � N � � PROJ. REfERENCE NO. SHEET NO. 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SHEET NO. ai2329039 TC P-15 �� Kimley-Horn - and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27573 ,----,. /�, � z�o� r��R � ' /Oi0' TAP,ER + � �' -Y2- STA 31+13 � END - L - STA 35+25 '�o'�� END (��p -L- STA 36+25 BEGIN PE �� END E E �� r_ �� � L.J `.7' BEGIN �D �'�D MA/N TR T - �- STA 38+00 � S �E END p Z EXTENS/ON I � (�/'� Q. � /f. . . . . . �. . - I !� - r . • � r.. � � r � � � � � � � � QC ,�^� 'i+ . . � r � r s .� � � �r � . r � � � � � " '� /�y' ' I �4/ '�. �f.. . � . �� 35' 3fi' � � � 7YP —L— S�o.36+54 ��� ,�� �,�� ��� -Y2- STA 32+37 BEGIN T F F Q r . . � �� ,! � � , � � (= � � . w � � � _ 11i i i _ ' I ,..a � — R11-2 4R"X:�t� ►► TYPE III BARRICADE I � � . . . T R�A F F I T RCJ L P HAS E I I � C�� , PRELI�IN�RY PL�.NS DO NOT USE FOR CONSTRUCTION SCA�.E: � o F REVISIC}NS S LAL y G`�a G NoRra e ti� �y - DATE: � �2 0� 4 � � ���. �►�, � � 'Y T DWG. BY: KSD � ~ '� �* � �` � � = y *y �s Des�GN BY: Tf �'*� t; REVIEWED 8Y: CWB 9��� OTHIt7AR�o�? D FILE; O� C�d � � �'V 3 � � � � v � � � � � � � � I � C� M N O 3 � � � � N � � PROJ. REFERENCE Nfl. SHEET NO. 012329039 T P-1 � b. - Kimley-Horn � and Associates, lnc. 3001 WESTON PARKWAY CARY, N,C. 27513 woRK zoNE BEGIN � ��.� APPRQVED: DATE. TR,AFFIC CC��TRC�L PHASE II I PRELI�IINA►.RY PL�NS DO NOT USE FOR CONSTRUCTIt�N ° F REVISIONS SEA� SCALE: y c, �� Rr� o ti� � D A T E: Z I� � �� 4 � k��� tio� � � �� DWG, BY: K S C� Q�: �= y �. _. DESIGN BY: �('� ''� �: � e REVIEWED BY: CWB �•� � ��M°o J� � cONT R FILE' � a � � .� � � � � � � � C� � � � � � � u� � I � N N O 6`,, � c�i � � 0 � N � _ va _ c-rn i (1-1-Qt� � C.�C�IV i t�C�tC,�/ Ul� 1 U M�1/lV I f�I1V LC1�P DETE�T1aN THROU�HOUT CONST RUCT I �No � �� _ � -Y5- STA 14+30 BEGIN g -Y5- STA 14+29 END g , �, � C'J G. � � � ,� -L- STA 62+65 _ � ,_ �_ �u,ainr � . / � r . �. PRC3J. REFERENCE NO. SHEET NO. 012329039 TCP-17 - Kimley-Horn � and Associates, Inc. 30U7 WESTON PARKWAY CARY, N.C. 27513 �� � �� � � � ��� a��� �� �� � APPROVED: liATE. TR,AFFI �J TR L PHASE I1 C C N � , PRELIIVIIN�RY PL�.NS DO NOT U38 FOR CON3TRUCTION SCALE: `oNG�NE�R yo REVISiQNS SE/�1L �� �� 4 y �� e«�Ar�r o ti� c DATE: • . ♦ yo �,y ���� t'�`� � �y DWG. �Y: Ksa � � : • = y *; �* DESIGN BY: T� �'� �: � REVIEWED BY: �WB � F�� co�►R°� ,? U FILE: � � � � N � � � � v � � � O � � � � I � � N O �'b' � t� �'..�,, � � N � � � ♦ � s � � • f ---- ,,,r,-'�, ..� � `F„ � PRC3J. REFERENCE NO. SHEET NO. 0,��2�039 TCP-1 8 � Kimley-Horn � and Associates, lne. 3001 WESTON PARKWAY CARY, N.C. 27513 �. ��. �� �' � :�, ,„M: �-��' �.. ��� ; �F°..�"•.�" �� � �.....::"�,���°._.....�,�_.�.�.._... �`� ��.� ,<, � .��.�� �.. .n�A� �. � ����.�.��., ,�,� .�� «.� H„ .�, �6„�� ��� � "�tt....��,u��� .�,� � a u..�, ��.� APPROYED: DATE: TRAFFIC C��TRC}L PHASE II , PRELIMIN�.RY PLA.NS DO NOT U3E FOR CON3TRUCTION SCA�E: N a F REVISIONS ���GtNEER�� SEAL z2s�2o�4 y � ti�,��r�r o h� � — DATE: � ,� ,�� '4o m � ���� ����� bWG. BY: KSD � °` * ' � �` O �..* �x N * y ` * DESIGN BY: '�'� ;'+� �� � � REVIEWED BY: CWB ��c Qs1tAAOO J2 ADD FIIE: eif � 1 � � 3 � � I � � � 3 � � � � � I � � N O �b' �o � c�-.�,, � � N � � N � -� �z �n �,. �,,��� '�'�Z� e�,���~°� �� � �� �w � �� +° c, � � a��F� � �����. ��`�� ,��.�ro�,� �KK ����,rts ���Jr✓���an9�'t6�� �� td'^ �: s�r �� �� r� � � � _ �y,F. �,, �` ��,,,�, � � .� - � � • + • i� �J�)� ,� ���� ���� �o ��R � M ��° � .�~ „� �`°` .�M�" ��" �� � q � �,� ��� �� . »�,�� f,� �� � �� ^�,.""' ��,�„� � x�� �� � � ����� ���� � � .� ����R� �� �� ��� «��`� �� �*�" �� �-�` � ""'� � ,��., ��'�"9°'� �^°"'�°� `� �°" � � � �A� �� � ,��"'�� F'y'"�� ���� �� � � -n° � . ��� �� � �� � �°�' ¢� � ��, � � � .�+aj69 � . _ � ! e - _ ����:.- /� CONST RUCT lON PHASE PC�T Stoe I7 f47.84 � ��� � �� ���. �� � .� � �� � �� � � .�� ��' ,��`"�" „�° ��' �� �� � '" �.� ✓�� , � a � r;,,�''',�„�'" � � ;�� °.;:`° '`�� � � ��� ��" �� ��"''�`� ,�� "�' ��`�' � .Stt1. I9 f 88..3,3 .ri������ �-� ��a'��rc .,�.� � � ,� � �.�. � �� �� �6k� �`��"� � ^� r�'�' ,�," �'� F���� � �,". ��,: ��� ,� b �° �, .�� � . �%"�� �,�,,,.�;"° 3��,,' �� . � �,��°" �,.,� ` �,'". �� w:�" � `�`�� � ��,.,. � �� �� � � � �'`�y° �'� "'„� ' , � ����pt���� � ��� � ��«a� ;^° .�'�� CONTRACTOR SJYA�1. AlAINTA/N D/W ACCFSS �r � r i r�ucr• � � � `°� a" � ��� � � � � � �`°�E �rt� 26�,ap �5,�,�C Sy�. `� . 3�.� � TCP-l51 �"�` .��� �� STA 22+13 -Y2— STA 22+80 PRUJ. REFERENCE NfJ. 1 SHEET NO. 012329839 � TC P--� 9 � Kimley-Horn � and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 :�. . �, ti� �s -v� s� z�� �� STA 18+87 WORK ZONE APPR(�VED: DATE: - R�AFFI TR L PHA E II T C CC�� C3 S , PRELIMIN�RY PL�NS DO NOT U3R FOR CON3TRUCTIt)N $C/��,E: O N J NE �R h� RE�I�IQNS SEALy L�� MORtN Q tiG � DATE: � � O� � � � ���� �o� �. T '3` DWG. BY: KSD o�� � ��` s � = N t ± ` t DESIGN BY: TI �°��� �� a REVIEWED BYc CWB ���� o��R°o J2 � FILE: � �.i � 1 � 3 � � � a v � � 3 � � � u� � I C� � t� � N O 3 � � � t`" N � � N � , -�� N � � �� � � -Y2- STA 35+30 END r,n D� • -r . s " ( � ~ , � sF , '" --� �PM ,TE PH��'� �D R • ~' ��� � � � M • � � 1� � �.�� _� END 'A 38+ � • � � .«�..,..u,nn:��+K»,, m�«««.:....,.,,,w-. .w..a»».aa...ro,� +�rcw�. «�.w..�»<u�.,.��, .w.v,.�..�«.�..w.«.,. .�m.„„„a..a,,,„, � � . . ., �• C=� T�T �1 TIE T� EXIST PVMT. MARKING PROJ. REFERENCE NC3. 1 SHEET NU. 012329039 � TC P--Z � � Kimley-Horn � and Associates,lnc. 3001 WESTON PARKWAY CARY, N.C. 27513 �� � �� � �� ��; ���� �� � �,�.. ��'"'�' ,,�°�,� �' �.� ��,�°^�^�" �„��"'"�" �� �,�' «�,,,a ��,�M �,�p . . . . � ...:ytde3�'����� �.W".yM'^�r"` w�✓�°� .M�� � �3E�,'y�w�° a�� . �� � � e^v"�u+% �i`, . . ix �.'^�,�,jxw�^'`� �a`� . . . . �or,�°"�` '� ��M"' K. 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""..,"^"`"�-- �� �..�„z«a„zN-mn«wa _ �,�,�„»»�., �r�.«xw �.a,�w<..�. ,»..�..»w�«. »,�.<�u«����cw ,n.�,..,»�,..n, .�.��. .,�«.>.«»�.,.�. «+�u<�.««��.�, �..� �a..»».wow �w.�«s��„u,�,�.+�« w»c .a�' «+ «e...�u.....».. ��""m"' .�.r.w�« _ _ . APPROVED. DATE: TR�AFF�C Ct��TRC�L PHASE II , PRELIMIN�!►.R'Y PL�NS DO NOT USE FOR CONSTRUCTTON sca�E. ���,N�� y, REYIStONS �E11� ` �� UORTNR �ti �y DATE: � � 014, • � �� °e °�40 � � . ,, k �`� t�#i Z q DWG. BY: KSQ +� � ; � = y *, „, DESIGN BY; TI � �'� t : � REVtEWED BY: CWB ���C OfIMROO J� D FILE: � � � � � � 3 Qo � � � � � 3 � � � � � � � � � N O � � � � tl` N � N n� � � BEG/N CoNST RU�`iIUN PHASE lll -L -- POT Sta. l5 f94.02 L�WES lN FINAL Lt�CATION. SEE PMP SHEETS FOR DETAILED PVM7". MARKING LAYCX i7'. � � � 35' �� ��� O� � �� �� �� ' � �� � ek ` . ~---�. K �r ir - i 4 4 • " 1 4 � M � ` � � ` r � � � � � + ���� ~���_ • � K woRx zoN� _�- .•,''�'',, ♦, � R� � � R � � �. ,,W 1'�-� c� �E �U �,R P rNE� PRt�J.. REFERENCE NO. SHEET NC�. 012329039 TC P-21 � : Kimley-Horn � and Associates, Inc. 3�01 WESTON PARKWAY CARY, N.C. 27513 � �--�� � � G � � rn�� � t!> > � � �.,,��� ,� � W �� ��..��. � �,b� � (T� � . �.;. ��p+'-,�u „,�>. y^,� r.�� �p (//1�) � r% �✓ �"' �R^„M'� � . �s � Q �' � � � � ` - 1�yy� r� �� °�� �fN '�f� I 3 �� � � � 4 �� ,^�� „ F� � a f �'��t�`'y ed � y ��� .n'� ~.Kra�' ��� ��� • �� . � c � ~ y � � �i �.�r � � � „r �wp` y%^' � �� �: �•r'N�y'tl R&to9s'� ��T �ry� � � . � �� � ��u�' � � � n � yYi'"" � �'� � � .�N � �� �� P �,dz � ���^`� � �a„�' ,,.-'" p� �",��"`�d � mr ,�•'""� M ,�,�°" p �.,�^'"` �x ?�,�' . ,,,,rr'"" . � Fr�^' 6y 4M �8�� ��s^ �^��y ��� ��N ' . '�pq � ..w"' •s"`a" 50✓� . ..a-w Jd.✓^' . . � �•tN � � ��0 �� � � � • ' ~'`'�—�...,� : / , � a . _�_ .z_ _ `"',-.-�._� ♦ . � � � � �� � � � � � �� � �� �� � ��� � � � � ��k ,� �� `� � �Q � i APPROYED: DATE: TR,AFFI TR L P�A E! I I C CQN C� S PRELI1ViIN.,c�RY PL.A.NS t DO NOT U�E FOR CON3TRUCTION SCALE: N ° F REVI�'JIC�NS SEAL h C> GiNEFR / � � .MO�tA �ti �+`y DATE: Z/Z � O� 4 `y G� � �'�►o c+ 4. a,��t~ ����� DWG. BY: KSD ' a� � n-� A�"# s1xtn *. �. DESIGN BY: TI y!'�j �c° � � REVIEWED BY: CWB ��� CONT�Ra~ J� D FIlE: i � � 1 � �' 5 � � � C3 � 3 3 � � � � � I o� 0 N N C3 � b � � � � N � N \ 4 / / / t U `�, �"i . .� �� .�,� � I r � �� � A � � � � � � • � � � � a � ��. WC1RK ZONE � � '' �„e� �� M�ft � �� �� � ��� ��� s� � �� ��; ��A ��a � CONTRACTOR SHALL MAINTA/N D/W ACCESS AT ALL TIMES. � � ■� I� I - L - STA 33+t30 END p BEG I N �1�P �1�P -L- STA 34+�4 END p p � � � .� , . ., . . �w � � � � i � � � � MATCH UNE —Y2— �" ��cy �./l�ii� .... ii'7i`" Y2 �-A ■ � • � °�, - cv ,�� �� � ���� `r � �, � /� PRC3J. REFERENCE INt7�. SHEET NU. o�z329o3� TCP-22 - Kimley-Hom - and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 O 30 f� SEE PNASE ii FOR S8 PVMT. MARK/NG LAYOUT SEE PMP SHEETS F�R NB PVMT. MARKING LAYOUT � Q � � ••�� '�..s���`�'�����r.�.���...... .q _..., ��°�a ,� . � a. .. .. . .. _ . . , k` 7�< .S . � r � t • t . � � ! � . 1, �0� -Y2- STA 32+75 ..,_..�.. BEGIN PI E P�E -Y2- STA 33+01 BEGIN o � :9 . , . .. . .. . . � . , + � � ���� � � � , � -Y2- STA 34+30 � END E � � BEGIN P�D e � l E SHEET TCP-27� 'PRC3VED: DATE: R�AF I TR L PHA E III T F C CC�N Q S , I�RELI�IIN�.RY PL�.NS DO NOT U3E FOR CONSTRUCTION sc,a�e: N � F REVISIQNS SEAL � , ��,�IN�ERy/ • L/L GYL � 1�t y � o� woR:y o ti� cy DATE: � � ,�� 4o m � .�.. ,� �e ���,ii,r DWG. BY: KSD °�� � i y *, _. DEStGN BY: T[ �'�� e � REVILINED BY. CWB � ��� � ��M°o � � CONT � FILE• 4� � � � � 3 � � I � U � � 3 g � � � � I � � N 0 �b' U� g � � � N � N .. . w • .r �► r r . % PROJ. REFERENCE Nfl. SHEET NO. 012329039 T� P--2 3 � Kimley-Horn � and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 ♦ ♦ ♦ � WOf?K ZQNE APPR4VED: DATE: TR�AFFIC C��TRtJL PHASE III , PRELI�iINA�RY PL�.NS DO NOT U3E FOR CON3TRIICTION S��E: ONGtNEg , REVisioNs SEAL y ` tir' noRrMR �ti �y DATE: ?J2 82 014 ��`�.�� oe °4o m� . ,� , � �. ,� �.� DWG. BY: KSD Q �'� ' "�` � _ �, �� �, QESIGN BY: T� 7�'�j �ce � � REVIEWED BY: CWB ��� CONT�R�o J� D FI`E: �f � � � �y 5 � y1 � � � � 3 � � � � � 1 � � N `4 6`*, b g ? � YAf?lES � N � N � SL�CT/IDN N-N � -L- � � � WORK ZONE � . � � ' � STATION 61+00 . --•,... ,�„_ WORK ZONE CoIV 7�RACT OR T O MAINT AlN Lat�P D�TECTlC7N THRCJUGHDUT CONST RUCT ION. � � s �� � ..• � � � � � + � 4 �p D t � � � � � � � g �� � � � �� � ��� � � # � _ ..r. � � � 1 �� ,�� PRC?J. REFERENCE NO. SHEET N4. 01232q039 _ � TCP 2 � KimleyHorn � and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 APPRt3VED: DATE: TR,AfFIC C��TR�L PHASE III , PRELI�iIN�,RY PL�iNS DO NOT USE FOR CONSTRUCTION SCALE. o��txE� ,y, REVISIQN$ SEA� ` e� RrMR'ti c DATE: 2118�20i4 �� ��°f 4'V� g ���� ���y. �wG. BY: KSD o�� g= N *, �* DESIGN BY: T' ��� t � REVIEWED BY: �WQ � F�� co��R°o�2 � N FILE: a � � � �1`v 3 � � I � � � � $ � Mi � � I � N N 4 �b' � c� � � � � N � _ � — ♦ i e � n�,�. �, �,,,�� - � � x�:�� � . �'�"���, '�r,�_ � � � ��� -,.� 4 ` „`"+m. ��� „ a � . ��� ' J �� m� �D'M^�.��.w, . r' � . . . °�-^�� � " ��,�°��.��<� X •. � �,��, e � r ' � . �� ' �i � � `► �' rM"'r' ka.y«w «�w+.1mn ntto a�..x �uwuw ^ � . « ^�b*wxa �� f � d�x y�, .,r'�' j ` + ` . <rteuervo*Km�. *'�<xa,,rvu�.e.�w, n .eh�*+ wTo ,�, ���. � � � � . � �K..���.n���wn..��.«<�,�.«< � M � � /� � �`�"�ob�o> � .v" -L ; ��, , S .�n.. o1✓a 4 • � � � � R � ��x�� � �� � .�.,�„�.„ � , •�� ,�� � � J ``'`� �`°� � ° ``'''\• `"''"�+rr• ; ��`.�,.,^,�,.� +e` � �� �«��,,: .�.�,,,„M�>«... R��«�, ���.,,».,�.�,�. ��:�� ��a.Mn.�«�:.�..��« « u�u«<u.� ��«::�,»��• ��.�^«a«.„»w»e, w�o,wwr�n<,� ,� » . ,r P s� ��� � � 0 � :r.: :��. ��„�:�'.«� �.�....--- 000 A ��, � • s END Ct�N,�T RUC�ION PHASE llI -L - P0� Stv. 68 �90.OQ • � PRC)J. REFERENCE NO. SHEET NO. 012329039 TCP-25 � Kimley-Horn � and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 � �� � �. ��.��.��.�.m .._.mm�-� �� � � ��.� _ �. � S. M�UN ST. � � �� � ,� � :.� � ,� �a �� �, �;".."��.�......�..� ��_ � � A�� ..�.,�tt.�,»,. �,.�,�.�� .�,..,�,.,�..,, �„�...,.�,.�, .�,,.�»�..w �.,n<��.n�u«<n��, ���>rv �,�,.. R,��.,,tt,.,,.#, .��,�....� ,.���� .�.a.��� ,�,�,,.»�,� ���««�.r�u,� >.,,.,��„�„z,. „�>�.�,�,�,�,, ,��,�.�,��.�, u�.�.�,� n ����..._.�.. �.��#.�� ... �A � n��u,� �o ..,� ro»»�°"':,"". «.»»,+r«««a�.,a. .�««,:aw,.».»,..u,�. �«:��u�<�.�<��,.« <«�<x.cw�,.x„, e,� -»w. «uu�.:<w„»,..:,.n.> u«�«w.�,»,w�.n. �.�.�»w.,.....,� # «n...�»� .. «..w,.:.»,.,,�,....�. ,,.a �.:, "«' »»w««. .���e.,..»�«r.. «w,.»,�. �, a+-�a„�...�..,....W«x ..�.:�.,�.. «w,m„� x�. .««ww.� .�,.m„�* "";�� �« �,,�.,.,»�w ^'�+.�� w«.«hn,a,�u�.x ,.,� „„ .�vasa++�s�«am+ svwutwmt»rrw"x ., � .. . . � . . . 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DESIGN BY: T'� �'�� �e � 4 REVIEWED BY: CWB '�i� or�►�o� °2 D FILE: o► � � � � 3 � � t � V � � 3 C5 � �,A i I � / � N 0 � � g �-,•',, � � N � � N ro�� �� ��� � ���� ` ��� � ��,� CC� .� �� � �s� �, � � w`�� �� ��� �```� � � ��" �� �� �,,�� ,,���` � � ,�'' ��:��� ��� �� .�'°' ��� ��� °� � � ��� d. 4 ' ��°�"""��.�°`" .N -�""' di�� � O .��'�' ,r'"�"° � ��'°`� �1�� �V ,�°' , r' .•'^+ r��� � �� ����`'� ", .�"�,-�°" �°�„ � V °,'" a,t' ,.�3' pP� . ,�y � �a [° '�� � Y ���� � � �� �`�� �, � ����b��p �� ,� �.�.�a� .�i � � ..�'"'`���� �� �°���y� � °`"'�� �� �""� ,�` 1 -� �' � �y/ � ,�'"' � ^ p.ti"' �� .?". oJ�P�F" f � F�.✓'"�� ��qY� �� � � M�� 1 � P �" s,�� ���=q � ���r ��, N.��`'� � , M�"�°" �'�� � � �� ��� � ����� �y°' �s„+'a � ..K' ,.d" ..�,c�s .. �. t F.� ' f;� �N ���t�� e . �,d��p �'M� � rt . ' t y� �� �M.k . d�. k� MJ�` � µt%� . �.�a u�"���"� s h gRlF' a'"' � ,.� � d<ry�g 3R �n�� �pV �� ��, ., µ.,�°-� ,,� �„ �`°� _ ,,^''° �,�,�"v � �� �� �� � CONTRACTOR SHALL MA/NT�NN .D/W ACCESS . � �R �� � � � `�"` °�m `"�. �,, a a� � ,- ,.. _ _ ,�n ,�� y- ��.�:, � eP-221 �' ;;'. PR4J. REFERENCE NO. SHEET N�?. 0,2�290�9 TCP--2 f� � KimleyHorn � and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 �► � („L. U \ .I� APPROVED: DATE: TRAFFIC Ct��TRC7L PHASE II � , PRELIMIN.�.RY PL�iNS DO NOT USB FOR CON3TRUCTION SCALE: N° F y REViSIONS SEAL � � o C,tNE� , n,r� y G`�o MoRt�r Q�'Yc Gy DATE: L/L CY.G Q� � �� a�a� �o��, 4. fs �' DWG. BY: KSD � � * * c, � � g=y x� �s DESIGN BY. TI � ��� � : M � J REVIEWED BY: CWB ���� co� R°o � � FILE: D n Z � rn � N � � � r , � � � � � � � � � 3 � � I � � � 3 � � � � � � � � ►� N O � � � � � N � N N . ..,. �,�:�: PHLNS �Q � �,H �TE �j��/MMI� �"'^__ M . � � � � • rt � � � � r � f � . • � r u' � � �.. w � 12' � � • , s r . PR4J. REFERENCE N9. 1 SHEET NO. 012329039 � Z��—� � � Kimley-Horn � and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 �, .<�� �,� � ��,� ��' �,� �`" ,,.�:;r° �•;a• p � �,�„'" ���^'"' '� 7.� '�' �, ;�,`�°' � � � �,d,���'�'� � � �„�:: """��� � ��" � � ,< �x"""�� , �--��" �` ,�,�,�„o,s+= J,„; ,,.M �m�� �A �H"�,�«x»' . � w. �.:.�'"n`�� d�,.�°"�� � . �,�.�� ������ �o,�����" g��"` �� �-�` � �. �,�,�,x� �M � ��� KK ��„�,;,,��� � ���,:�� � ��� ., � � .,� . ,�; �^ .� `" ri� :�� n ���� � „��� %.: �" .��,.�.��.,�u.� �,���;:.�°"` �.0 �-», .�,��,�,� �.��,.,�,�, �.�..n<�nrcWw .�,� .<��.n,�.a�„ .��,a,�...�,, ,�..,�»v,,,e.�.. .,�,»,,,�,.,..>.,.��.�..>�.W .,.�....�,� �,�»�.<��,». ,�„�. �,�,,..,, � �« �.;�,.;, ��m �,w,�„,�^�°' __M.._ ��..�_....�._..M v.�.�..a...,_...M _.��,- , M.�. �._ v.. . �-e'� "�, � n� r�� ���e��W^�"K� �--, -.� �.�.�._.�.,_,._ �.��w �d.�. � ,�. � ,_.....�...�..__,...,.,�.... ......,.�.__�...�.. ,��.�._.M...�.��. �,..,., a:�.::-='...•µc-^:::.� =--..,.� �- M ��,.w««, � �.....w�.... __�.___._�w._.�._� -,_..,.».. .�.»...,...._�,_...�,..,�,....�,�.� �.�....�..,..,.. �P,,;at,M»� �« �� � �,.�._�, ..�, �»�_.V._._,._.»m. _.__.. _.,...�,.....�......,,. �_,....... >�..._,�... M._�..._,. �...�^u��»^"..'" � , � �� ������� �� uM« �.�� .����..s�, � �.,�� ��� ��.� ,,��.�� .�.�.rn.� ������ ,�..�,�. �.�,��u�� ,�� «.� �.��.� ,��� APPROVED: DATE. TR L PHA E fII TR,AFFIC C�?N �J S , F°RELIIVIIN.A.RY IDL.�NS DO NOT USE FOR CON3TRi7CTION scA�.E: N p F REVISIONS S�/'�� y��o G t �ts 0 ti� C .�� DATE: 2l1 �'1414 ` ` • '40 �y , ,� ,��� �,� ti aw�. e Y: K S D Q�s* . �-� y * = N * : * DESIGN BY: Te 9'+� �t � � REYIEWED BY: CWB ��� O�AR�o J D FIIE: a c � i 3 � 4 � � � 3 � � � � C� � � 3 � � � � � I � � M�"} N d 3 g � a� . . .. � ; ♦ � � � � PROJ. REFERENCE Nt?. I SHEET NC�. 012329039 � �r D-� Q 4 r Q � Kimley-Horn � and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 u � � � � � 1► "'� ♦ I � C � 0 � C � � "'� i � 3 � � � � a i � � N � � bo t� � � O � N N P/ � TA TB TC TD TE TI TO TP TQ TT TV -- ----- T2 - THERN�PLASTIC {24" WHITE, 120 MILS} STOP BAR T8 - THERMQPLASTIC {4" YYNITE, 120 MILS) 2' X 6'/SP MINISKIP T9 - THERMtQPLASTIC {8" WHITE, 120 MILS) 3' x 9`/SP MINISKIP �� 1 BE�IN �ONST RUCT lON �s'��', PRUJ. REFERENCE NO. Q12329439 s � � Kimley-Horn � and Associates, Inc. P.O. BOX 330b8 RALEIGH, N.G 27b36-3068 � 'y'—� C'�S. t..-►1� G' � � � � �, � �� � `� �� � � i � ����� ��a����a �� � � �� � ��9"" � tj� �� � � ��� �,.�� � .,soV°" �,�s OM11` �� � �4� � �� �� '� n x� � 9 � � Y�rtA�ia �� �* �� R� �� ��. �� � �:� , �,. �x N � ��e � ��`� 4� �.�`"�#� ��"'°' ..� � � ` ���a � � � ruA{`�{�'{ �it'�' � ` M t�' 5�Y ` �• �� o ���° ���� �� � �. ..,rs�'`�� . ,aa�'` �. � PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC (LEFT TURN ARROW} (90 MILS) UB - THERMOPLASTIC {RIGHT TURN ARROW) {90 MILS) UC - THERMOPLASTIC (STRAIGHT ARROW) (90 MILS} Ud - THERMQPLASTIC {MERGE LEFT ARROW) {90 MILS) UE - THERMOPLASTIC {STRAIGHT & L.EFT TURN ARROW) (90 MILS) UF - THERMOPLASTIC {STRAIGHT & RIGHT TURN ARROW) (90 MILS) UG - THERMOPLASTIC (U-TURN ARROW} {90 MI�S} UI -.THERMOPLASTIC (ALPNANUMERIC CNARACTER) (120 MILS) UJ - THERMOPLASTIC (HELMETED BICYCLIST SYMBOL, PER MUTCD 2009) {9Q MILS) UK - THERMOPLASTIC {BICYCLE 57RAIGH7 ARROW} (90 MILS) UL - TNERMQPLASTIG (BICYCLE ALPHANUMERIC CHARACTER} (9p MILS) NOTES: 1. CONTRACTOR TO TIE PROPOSED MARKINGS TO EXISTING MARKINGS AT PROJECT LIMITS. 2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS. 3. RAISED REFLECTIV� PAVEMENT MARKERS ARE TO BE PLACED ACCORDING TO NCDOT ROADWAY STANDARD . DRAWINGS. PAVEMENT MARKER LEGEND [� - CRYSTA� / RED PAVEMENT MARKER ♦ - YELLOW / YELI.OW PAVEMENT MARKER ��. - DIRECTION �F TRAFFIC FLOW �� �� 'a PRELIMI NARY PAVEMENT 1��IARKING PLAN SCALE: 1" = 50' REViS{4NS �aTe: V14 DWG. BY: DESIGN BY: R. : H U NT SEAL REVIEWED BY: C. BFCK p��E;� � � o� � � � � � � � �' � � C � � � i � 3 � � � � � I rn � � N � 3 � � �c q.' N � � N � Q� f�� � �`�/ � �� � $ � � �� � � �� ����� cV � �Q` ������, ���. � '��n;�,,.. � ��� ,�-,.. v ����� �� J � � � . . ! �. �� � ��� PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS} WHITE EDGELINE TB - TNERMOPLASTIC (4" YELLOW, 90 MILS} YELL.4W EDGE�INE TG - THERMOPL.AS7IC {4" WHITE, 120 MILS) 4' x 10'iSP SKIP TD - THERMOPi.AS?IC {4" WHITE, 720 MILS) 3' x 9'JSP MINISKIP TE - THERMOPLASTIC (4" WHITE, 12q MILS) SOI.ID LANE LINE TI - THERMOPI�ASTIG (4" YELLOW, 120 MILS} DOUBLE CENTER LINE TO - THERMOPLASTIC ($" WHITE, 90 MILS} EDGELTNE TP - THERMOPLASTIC (8" WHITE, 90 MILS} GORELINE TQ - THERMQPLASTIC (8" WHITE, 9Q MILS} WHITE DIAGONA� (CHEVRON) TT - THERMOPLASTIG (8" WNITE, 90 MI�S} YELLOW DIAGONA� TV - THERMOPLASTIC (8" WHITE, 120 MI�S} CROSSWALK LINE T2 - THERMOPLASTIC (24" WHITE, 120 MILS} STOP BAR T$ - THERMOPLASTIC (4" WHITE, 120 MILS} 2' X 6'/SP MINISKIP T9 - THERMOPLASTIC (8" WHITE, 120 MTLS} 3' x 9'ISP MINISKIP PAVEMENT MARKING SYIVIIBCILS UA - THERMOPLASTIC {LEFT TURN ARROW) (90 MILSj UB - TNERMOPLASTIC {RIGHT TURN ARROW) (90 MILS} UC - THERMOPLASTIC {STRATGHT ARROW) (90 MTLSj NOTES: UD - THERMOPLASTIC (MERGE LEFT ARROW) (9Q MILS) 1. CONTRACTOR TO TI� PROPOSED MARKINGS TQ UE - THERMOPLASTIC {STRAIGHT & LEFT TURN ARROW) (�0 MIIS) EXISTING MARKINGS AT PROJ ECT LI MITS. UF - THERMOPLASTIC (STRAIGHT & RTGHT TURN ARROW) (90 MILS) 2. CONTRACTOR SHA�L MIL� ANY EXISTING MARKINGS UG - THERMOPLASTIC (U-TURN ARROW) {90 MII.S) QR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS. UI - THERMOPLASTIG (ALPHANUMERIC CHARACTER) (12Q MILS) 3. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO BE UJ - THERMOPLASTIC {HELMETED BICYCLIST SYMBOL, PER MUTCR 2009} (90 MILS) pLACED ACCORDING TO NCDOT ROADWAY STANDARD UK - THERMpPLASTIC {BICYCLE STRAIGHT ARROW} (9Q MILS) UL - 7HERMOPLASTIC (BICYCLE ALPHANUMERIC CHARACTER) (90 MI�S) DRAWINGS. � � � -L- STA 31+50 END p BEG I N T�_5r PAVEMENT MARKER LEGEND Q - CRYSTA� / RED PAVEMENT MARKER ♦ - YELLOV4► / YELLOW PAVEMENT MARKER �. - DIRECTTON OF TRAFFIC FLOW ���� �� -� ,r, r H �; � `�"'" ��.o�. ��,&� � � �r� � �� ��� �� �w� "�eq �u.� 1 • • ` • • : r?'�T�'17 ?' . . ., . . � � , ,� : �� � . : �'z��r�rrri . ' � � i?:�T?c�1 . -L- STA 33+OOJ END BEGIN �P �1�P -L- STA 34+00 END � � 1�rF :a�,� ��� ���� �� � , �,u.��, .� .�'�`� � t . . . .. . � . , � � � , ,�„ � � � -Y2- STA 31+13 � � y END . � �P9 �A ■ A , . . 1 � VJ �� 1 � ��� 1 >,,, O �� �� o� 2-- STA 35 (SEE -L- STA 35+25 BEGIN TO �1�P �1�P TB TG � -Y2- STA 32+75 BEGIN E E I -Y2- STA 33+01 BEGIN a -Y2- STA 3 END 'E BEG I N QD PM 7) PROJ. REFERENCE NO. SHEET Nt3. �012329�CI39 � PM-2 � � � �Kimley-Horn � � � and Associates, inc. � � P.O. BOX 33068 RALEIGH, N.C. 27b36-3Q68 /� _ _ I il, -L- STA 36+25 END �j�p �j�p BEGIN � -L- STA 37+35 END TO BEGIN �1�9 -L- STA 37+7 END TI°• BEGIN TD � � .. �+�1 PRELIMINARY PAVEMENT I�qARKI NG PLAN S�A��: >» = �o' REVISIC?NS DATE: V� 4 DWG. BY: DESIGN BY: R. H U NT , SE�� REVIEWED BY: �. B�CK FiLE ° � � � � � � � � � �' -� 0 � � � 6 � i � � � � � � � I � � � N � 3 �5 � � � N � � N C\ { � Q � V � t t 1 • rr ri► /�� . � PROJ. REFERENCE N4. a�2329039 �r SHEET NO. r � Kimiey-Horn � and Associates, Inc. �.a. BOX 33068 RAlEIGH, N.C. 27636-3068 PAVEMENT MARKING LINES TA - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGELINE TB - THERM4PLASTIC (4" YELLOW, 90 MiLS} YELLOW EDGELINE TC - THERMOPLASTTC (4" WHITE, 120 MILS) 4' x 10'JSP SKIP TD - THERMUPLASTIC (4" WHITE, 120 MILSj 3' x 9`/SP MINISKIP TE - TH�RMOPLASTIC (4" WHITE, i20 MILS) SOLID LANE LINE TI - THERMOPLASTIC (4" YELLOW, 120 MILS) DOUBLE CENTER LINE TO - TNERMOPLASTIC ($" WHITE, 90 MILS) EDGELINE TP - THERMQPLASTIC (8" WHITE, SQ MILS) GORE�INE TQ - THERMOPLASTIC {$" WHITE, 90 MILS) WNITE QIAGONAL (CHEVRON) TT - THERMOPLASTIC (8" WHITE, 90 MILS) YELLOW DIAGONAL TV - THERMOPLASTIC (g`r WHITE, 120 MILS) CRQSSWALK LINE T2 - THERMOPLASTIC {24" WHITE, 120 MILS) ST4P BAR T8 - THERMOPLASTIC (4" WHITE, 120 MILS} 2' x 6'/SP MINISKIP T9 - THERMOPLASTIG {8" WHITE, 12p MILS) 3' x 9'JSP MINISKIP PAVEMENT MARKING SYMB�LS UA - THERMOPLASTIC (LEFT TURN ARROW) (90 MILS) UB - TNERMOPLASTIC (RIGHT TURN ARROW) (90 MILS} UC - THERMOPLASTTG (STRAIGHT ARROW) (90 MILS) UD - THERMOPLASTIC (MERGE LEFT ARROW) (90 MILS) UE - THERMOPLASTIC (STRAIGHT & LEFT TURN ARROW) {90 MILS) UF - THERMOP�ASTTC {STRAiGHT & RIGHT TURN ARRE�IV) {90 MILS) UCa - THERMOPLASTIC {U-TURN ARR4W) (9Q MILS) UI -.THERMOPLASTIC (ALPHANUMERIC CNARACTER) (120 MILS) UJ - THERMOPLASTIC (HELMETED BICYCLIST SYMB4L, PER MUTCD 2009) (90 MILS) UK - THERMOPLASTTC {BICYCLE STRAIGNT ARROW) (9Q MILS} UL - THERMOPt.�iSTIC (BICYCLE AIPHANUMERIC CHARACTER} (9Q MTLS} NOTES: 1. CONTRACTOR TO TIE FROPOSED MARKINGS TQ EXISTING MARKINGS AT PROJECT LIMITS. 2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS. 3. RAISED REFLECTIVE PAVEMENT MARKERS ARE TD BE PLACED ACCORDING TO NCDOT ROADWAY STANDARD DRAWINGS. r � � � � � � - CRYSTAL j RED PAVEMENT MARKER ♦ - YELLOW / YE�LOW PAVEMENT MARKER �■ - DIRECTION QF TRAFFIC FLOW PRELIMINARY PAVEIVIENT I�r1ARKING PLAN SCALE: ' �� = 5Q' REVISIONS DATE: V� 4 DWG. BY: DESIGN �Y: R. H U NT SEAL R�n�o sY: C. BECK FILE:p � l.�_J o� � � � � � i � a � i � C � � � L � 3 � � � � � i � � � N Q 3 6 � � '�' N � � N -Y4- STA 10+98 BEGIN�i r�—t� � -Y4- STA 11+22. EN �T�--- ,. � ' �iI �i/ . ., � �� � . : �� ��� -Y4- STA 12+70 BEGIN � ,-��� -Y4- STA 13+70 -Y4- STA 14+39 END�i r"� OQ►` D�� �_ � ¢ ��� J`v ,y���� � J�,rc` xe �3� �g;�; . A������' �x� � �.�� ��� �`� � �A�i♦ /\/tar/►TA• sdl7�rAri �� � n# T I V � �J� V � V •✓1r/�V V � � S�%� � y� �°��r � ��� ���� �a,� � � � f�r � ��� � GX•3°N �•'e��� . ���y �� L- STA 53+ 1 O PAVEMENT NIARKING LINES TA - THERNtOPLASTIC (4" WHITE, 90 MI�S} WHITE EDGE�INE TB - THERMOPLASTIC (4" YELLOW, 90 MILS} YEL�OW EDGELINE ` TG - tHERMOPLASTIC (4" WHITE, i20 MILS} 4' x 10'/SP SKIP = TD - THERMOPLASTIC {4" WHITE, 120 MII.S) 3' x 9'/5P MINISKTP TE - TWERMOPLASTIC (4" WHITE, 120 MILS} SO�ID LANE LINE TI - THERMOPLASTIG (4" YELLOW, 120 MI�S} DOUBLE CENTER LINE TO - THERMOPLASTIC (8" WHITE, 9a MILS) EDGELiNE TP - THERMOPLASTIC {8" WHITE, 90 MILS} GQRELINE TQ - THERMOPLASTIC {$" W}iITE, 90 MILS) WHITE DIAGQNAL (CHEVRON} TT - THERMUPLASTIC {8" WHITE, 90 MI�S) YELLOW DIAGONAL TV - THERMQPLASTIC {8" WHITE, 12� MILS} CROSSWALK LINE T2 - THERMOPLASTIC (24" WHITE, 120 MILS) STOP BAR T8 - THERMOP�P►STIG {4" WHITE, 120 MILS} 2' X 6'/SP MINISKIP T9 - THERM4PLASTIC (8" WHITE, 120 MILS) 3' x 9'/SP MINISKIP PAVEMENT MARKING SYMBOLS UA - THERMOPLASTIC {LEFT TURN ARRQW) (90 MILS) UB - THERMOPLASTIC (RIGHT TURN ARRQW) (90 MI�S) UC - THERMOPLASTIC (STRAIGHT ARROW) (90 MILS) NOTES: UD - THERMOPLASTIC (MERGE LEFT ARROW) (90 MILS) 1. CONTRACTOR TO TIE PROPOSED MARKINGS TO UE - THERMOPLASTTC (STRAIGHT & LEFT TURN ARROW) {90 MILS) EXISTTNG MARKINGS AT PROJ ECT LIMITS. UF - THERMOPLASTIC (STRAIGHT & RIGHT TURN ARROW) {90 MILS) 2. CONTRACTOR SHAL� MILL ANY EXTSTING MARKINGS UG - THERMOP�ASTIC {U-TURN ARROW) (90 MI�S) OR SYMBOLS IN CONFLICT WITH PROPOSED MARKINGS. UI - THERMQPLASTIC (ALPHANUMERIC CHARACTER) (12Q MII.S) 3, RAiSED REFL.ECTiVE PAVEMENT MARKERS ARE TO BE UJ - THERMOPLASTIG {HELMETED BICYCLIST SYMBOL, PER MUTCD 2009) (90 MILS) pLACED ACCORDING TO NCDOT ROADWAY STANDARD UK - THERMOPI.ASTIC (BICYCLE STRAIGHT ARROW} (90 MILS) UL - THERMOPLASTIG {BICYCLE ALPHANUMERIC CNARACTER) (90 MILS) DRAWINGS. ... ... ... I,��E:3 PAVEMENT MARKER LEGEND � - CRYSTAL / RED PAVEMENT MARKER � - YELLOW / YELLOW PAVEMENT MARKER �.r - pIRECTION OF TRAFFIC FIOW - STA 55+00 ' l� VJ V:r l� V:� � � � � � � � } M^� �3 � a � � � � �: � � � � � � � � � � � � � � � � � � � � � � � ..� � � � :� � � � � � � Cx7 � � � �� � ;;� � ',� � { c'� � � �i , �� � � �� � � � t3`t t3"t � � � � � c7� � � °-c° � � � � 'bD � �� � t/� � � � tn �. t!� � � _ � � � � � � � � � , � � 2 � � � � � � � � � � � � ... �� � �� � � � -YS- STA 14+30 BEGIN R -YS- STA 14+29 EN� �.,_ _ -L- STA 59+90 - L - STA 62+f 5 END n , . �. PROJ. REFERENCE NO. SHEET NC�. 412329039 P�-4 � Kimley-Horn � and Associates, Inc. P.4. BOX 33068 RALEIGH, N.C. 2763b-30b8 PRELiMINARY PAVEMENT I��IA,RKING PLAN SCALE: 1" = 5Q' REVISIONS DATE: 'V'j ,t�, aw�. eY: DESIGN BY: . R. H U NT SEtQ�i REVIEWED BY: �. BECK °D FILE: � ❑� � � � � � � _ ♦ ' � C i =� C � � � O � 3 � � � � � I � rn � N a �S CS � � � N 'd � N ♦ � • • � � ♦ r PAVEMENT MARKING LINES TA - THERMOPLASTIC {4" WHITE, 90 MILS) WHITE EDGELINE TB - THERNIOPLASTIC (4" YELLOW, 90 MILS) YELLOW EDGEL.INE TC - THERMOPLASTIC (4" WHITE, 120 MI�S) 4' x 10'/SP SKIP TD - THERMUPLASTIC {4" WHITE, 120 MLLS} 3' x 9'/SP MINISKIP TE - THERMOPLASTIG (4" WHITE, 12q MILS} SOLID L.ANE LINE TI - THERMOPLASTIC (4" YELLOW, 120 MILS) DOUB�E CENTER LINE T4 - THERMOPl.A5TIC {8" WHITE, 90 MI�S) EDGELINE TP - THERMOPLASTIC (8" WHITE, 9Q MI�S) GOREL:INE TQ - THERMOPLASTIG (8" WNITE, 90 MILSj WHITE DIAGONAL (CNEVRON} TT - THERMOPLASTIG (8" WHITE, 90 MILS) YELLOW DIAGONAL TV - THERMOPLASTIG {8" WHITE, 120 MILS) CROSSWALK LINE T2 - THERMOPLASTIC (24" WHITE, 120.MILS) STOP BAR T8 - THERMQPL.ASTIC (4" WHITE, 12Q MILS} 2' X 6'/SP MINISKIP T9 - THERMOPLASTIC {8" WHITE, 120 MILS) 3' x 9'/SP MINISKIP PAVEMENT MARKING SYNfBOLS UA - THERMOPLASTIC (LEFT TURN ARROW) (9U MILS) UB - THERMOPLASTIC (RIGHT TURN ARROW) (90 MILS) UC - THERMQP{_ASTIC (STRATGHT ARROW) (90 MILS) UD - THERMQPLASTIC {MERGE L.EFT ARROW) {90 MILS) UE - THERMOPLASTIG {STRAIGHT & LEFT TURN ARROW) (9Q MILS). UF - THERMOPLASTIG {STRAIGHT & RIGHT TURN ARHOW) (90 MILS) UG - THERMOPLASTIC {U-TURN ARROW} (SO MItS) UI - THERMOPLASTIC (ALPHANUMERIC CHARACTER) (120 MILS) UJ - THERMOPLASTIC {HELMETED BICYC�IST SYMBOL, PER MUTCD 2009) (90 MILS) UK - THERMpPLASTIG {BIGYCLE STRAIGHT ARROW) (90 MILS} UL - THERMOPtASTIC (BICYCLE A�PHANUMERIC CHARACTER) (90 MILS) NOTESt 1. CONTRACTOR TO TIE PROPOSED MARKINGS TO EXISTTNG MARKINGS AT PROJECT LIMITS. 2. CONTRACTOR SHALL MILL ANY EXISTING MARKI.NGS OR SYMBOLS IN CON�LICT WITH PROPOSED MARKINGS. 3. RAISED REFLECTIVE PAVEMENT MARKERS ARE TCl BE PLACED ACCORDING Tl? NCDOT ROADWAY STANDARD DRAWINGS. PAVEMENT MARKER LEGEND � - CRYSTAL / RED PAVEMENT MARKER � - YELLOW / YELLOW PAVEMENT MARKER �� - DIRECTION OF TRAFFIC FLOW PROJ. REFERENCE NO. o�a�29o39 SHEET N�?. �� � Kimley-Horn � and Assaciates, Inc. p.o. B4X 33Ob8 RALEIGH, N.C. 27636-3Q68 _.� -� .�1I11 _._�_�___�� � � ��, �Rp�'�a � fi�y,. xd.� <,�.v...� . .<.H �.w ..�. w �, ».».,. � ��„K,.��...,�..��.,»,.«<.w_w,�«w�w.w».,�a�.�,.� �'""n�*.*a.,..»n�.,. +..,.m.�w.,.»a..� -».w�... ».�,nv.» �x..�«�m, PRELIMINARY PAVEME(�IT 1��1,ARK1 N G PLAN SCALE: �" = rjO' REVISIQNS DATE: U� 4 DWG. BY: . RESIGN �Y: R. H U NT ���� REVIEINED BY: C.. BECK FiLE:a � � � CO � � � � � C � O � C � � � O � � � � � � � ! Mi � N Q � � � / 1 � N �` N N PAVEMENT MARKING L.INES TA - THERM4PLASTIC (4" IMHITE, 90 MI�S) WHITE EDC TB - THERMOPLASTYC (4" YELLOW, 90 MILS) YELLOW EC TC - THERMOPLASTIC (4" WHITE, 120 MILSj 4' x 10'/� TD - THERMQPLASTIC (4" WNITE, 120 MILS) 3' x 9'/SF TE - TNERMOPLASTIC (4" WHITE, 120 MILS) SOLID L.A� TI - THERMQP�ASTIG {4" YEI.L�W, 12d MILS} DOUBtE CE Tq - THERMOP�ASTIC (8" WHITE, 90 MILS) EDGELINE TP - THERMOPLASTIC (8" WHITE, 90 MILS) GORELINE TQ - THERMOPLASTIC {8" WNITE, 90 MILS) WHITE DI� TT.- TNERMOPLASTIC (8" WHITE, 90 MI�S) YELLOW Dl TV - THERMOPLASTIC (8" iMHITE, 120 MILS) CROSSWALN T2 - THERMQPLASTIC (24" WHITE, 12� MILS} STOP BAR T8 - TNERMOPLASTIC (4" NMITE, 12Q MILS) 2' x 6'/SF T9 - THERMOPLASTIC (8" WHITE, 120 MILS) 3' x 9'ISF PAVEMENT MARK=NG SYMBQLS UA - THERMOPLASTIC (LEFT TURN ARROW) (90 MILS) UB - THERMOPLASTIC (RIGHT TURN ARROIN) (90 MILB) UC - THERMOPLASTIC (STRAIGHT ARROW} (90 MI�S) UD - THERMOPLASTIC (MERGE LEFT ARROW) (90 MILS} UE - THERMOPLASTIC (STRAIGHT & LEFT TURN ARROW) (9 UF - THERMOPLASTIC {STRATGHT & RIGHT TURN ARROW) { UG - THERMOPLASTIC (U—TURN ARROW} (90 MILS) UI - THERMOPLASTIC {ALPHANUMERIC CHARACTER) {120 Al UJ - THERMOPLASTIG (HELMETED BICYCLIST SYMBOL., PEp UK - THERMOPLASTIC (BICYCLE 5TRAIGHT ARROW) (9Q MI NOTES: 1. CONTRACTOR TO TTE PROPQSED MARKINGS TO EXISTING MARKINGS AT PROJECT LIMITS. 2. CONTRACTOR SNALL MTLL ANY EXISTING MARKIN( OR SYMBOLS IN CONFLICT WITH PR�POSED MARK: 3. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO PLACED AGC4RDING TO PICD4T ROADWAY STANDARt DRAWINGS. PAVEMENT MARKER LEGEI 0 � �� � �.^` � V'\�•�(''�� �'��`�" !"" ` sc�` � �� `� � -� z �, � - CRYSTA� / RED PAVEMENT MARKER - YELLOW / YE�LOW PAVEMENT MARKER - DIRECTION OF TRAFFIC FLOW � �� � ��`g �A�. � .�� � ��� �.�. �a�. ' �,�� � ��� .. ,� , � �,, � Y� � r�,"°� u�' .��'��v �y�;° �'?g� �,�°'> �, �" ��. .�� ` �� ��., �. � `'� a�.'�,m �� �� ��� �*a� ���v .>"' r n �F . s°` � �� �� �„y � �Rx"� �g���� �'��' � � �eW�a �� �� � � � �. �'� ��,,� ?< � ��.. _. � ��n�� g� P' �r� �"`� � �� ���� �� � � .�� _��� �: � PROJ. REFERENCE Nfl. 1 SHEET N4. a�z3z�►o34 PM—b — .., ,��, f..�_� �y ���, �«�� _ Kimley-Horn and Associates, Inc. P.O. BOX 33(368 RALEIGH, N.C. 27636-3Q68 PAVEME �T G PLAN REVISIC3NS DWG. BY: DESIGN BY: R. H UNT ��AL REYIEWED BY: C. BEGK FILE:D l��J ❑� � � � � � � � � �' � 0 � c � � � � � 3 $ � � � � � rn � N � 3 � � � O � N N � ir �r . -Y2- STA 44+09 PAVEMENT MARKI NG I.I NES TA — THERMOP�ASTIC {4" WHITE, 90 MILS) WHITE EDGELINE TB - THERMOPLASTIC {4" YELLOW, 90 MILS) YELLQW EDGELINE TC — THERMOPLASTIC {4" WHITE, 120 MILS) 4' x 10'ISP SKIP TD - THERMOPLASTIC (4" WHITE, 120 MILS) 3' x 9`JSP MINISKIP TE - TNERMOPLASTIG (4" WHITE, 12p MILS) SOLID LANE �INE TI - TNERMQPLASTIC {4" YELLOW, 120 MILS) DOUSLE CENTER LINE TO — THERMQPLASTIG (8" WHITE, 90 MILS) EDGELTNE TP - THERMOPL.ASTIC (8" WHITE, 90 MILS) GORELINE TQ — THERN�PLASTIC (8" WHITE, 90 MILS) WHITE DIAGONA� (CHEVRON} TT — THERMQPLASTIC (8" WHITE, 90 MILS} YELLOW DIAGQNA� TV — THERMOPLASTIC (8" WHI7E, 120 MILS) CROSSWAI.K GINE T2 - THERMOPLASTIC (24" WHITE, 120 MIL.S) STOP BAR T8 — THERMOPLASTIC (4" WHITE, 120 MILS} 2` x 6'!SP MINISKIp T9 - THERMOPLASTIC ($" WHITE, 120 MILS} 3' x 9'/SP MINISKIP PAVEMENT NIARKING SYMBOL.S UA — THERMOPLASTIC (LEFT TURN ARROW) (90 MILS) UB - THERMOPLASTIC (RIGHT TURN ARROW} (90 MILS) UC - THERMOPLASTIC (STRAIGHT ARROW) (90 MILS} UQ - THERMOPLASTIC (MERGE LEFT ARROW) (90 MILS) UE - THERMQPLASTIC {STRAIGHT & LEFT TURN ARROW) (90 MILS} UF - THERM4PLASTIC (STRAIGHT & RIGHT TURN ARROW) (80 MILS) UG - THERMOPLASTIC {U—TURN ARROW) (90 MILS) UI — THERMOPLASTIC {ALPHANUMERIC CHARACTER) (120 MI�S) UJ - THERMOPLASTIC {HELMETED BICYCLIST SYMBOL, PER MUTCD 2009} {90 MILS) UK - THERMQPLASTIC {BTCYCLE STRAIGHT ARROW} (9Q MILS} UL — THERMOPI..ASTTC {BIGYCLE ALPNANUMERIC CHARACTER} (90 MiLS) NOTES: 1. CONTRACTOR TO TIE PROPOSED MARKINGS TO EXISTING MARKINGS AT PROJECT LIMITS. 2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS OR SYMBOLS IN C�NFLICT WITH PROPOSED MARKINGS. 3. RAISED REFLECTIVE PAVEMENT MARKERS ARE TO BE PLACED ACCORDING TO NCDOT ROADWAY STANDARD DRAWINGS. . , , . . � � — CRYSTA� / RED PAVEMENT MARKER - YELLOW / YELLOW PAVEMENT MARKER �.... - DIRECTTON OF TRAFFIC FLOW � �it . PRUJ. REFERENCE N4. a12329C}39 SHEET NO. PM-7 - Kimley-Horn � and Associates, Inc. P.O. 80X 33068 RALEIGH, N.C. 2763b-3068 ��� ��K� � ��, .�,,,,�, � �����` "�2� � R-�� �,� �a,<� u��� ,��. ��� � � ��° dn��` �,�e,�,��""' � �a�,'� � � � �����, «��^°"`�=+ � �"�'.�"` �` �,� �� � . . �,«�w+'�,"". �m�+^,�'u��'"" ,�.x.+�y2"���� � . � � ����� R��� � . �,�a. �> �,.` � ,v�"'X. . . �w, :uw. w . ""° , � �q,,,.x,,.��„"''" ,x,.»�� .wa�a..,�: ���. ,. ..�.«.�� �,n, � <«a,«.:;.�� �„�„w...��.m���. <>«�...:�.,.w,..,.,�.. ,.,xi,.�...,..n.�..��.. �.�....<�..«,.«n»�.�,�. »,..�,.».,,.,�.�. m,,,��Mn,<....�... �,�»a�d»�.��. ..., . � ���;,w . �Po�„,,.,,,u,:,,� �� s.� »a,�� °» ,��' v-��m%W . ,�<«�,.��h,.A .��„w.«.«x.«.�, ,»»,.,.,.�....,..,a<..,,.> «..n,.H.«�.�.�. „��«z.��, a.�,. �..e,..�n.�s���«.����, N�..o�.,..�,».n., ,..,�««..r,,,,�.___,. ,.,,�m,� N»tt� �.�. . ,..,� ��,.�» .,:.��,��<.�.� � . � . END CCINSTRUCTODN -Y2 - Sto. 44 f5�.C� PRELIMiNARY PAVEMENT I�hARKiNG PI.AN scAie: 1" = 5O' REVISI�}NS DA7E: V� 4 DWG. BY: pESIGN BY: R. H U NT SEAL REVIEWED BY: C. BECK FILE•.p o� � � �, �o � � � �' o� � � � 3 $ � � � � i � � N 0 � � � � � � � N N � � � � � � � � � � . � •� 'r� �� '' � � ♦ � / � / � J � � � t � ' i ' � �1 ' � I � � _�_ APPRt?VED: I DATE: SEAL � � � 'I :� 'I' ♦ '!� ' '1 /!! i ! ' ', '� � � , , � l � � 1 , 1 � , � , � , � , � / ► � % / 1 ► � / / /' � / � � , � I . � , • •� � . •, �� �• � . � , � . � ♦' ' I I ' � THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "RQADWAY STANDARD DRAWINGS" - PROJECT SERVICES UNIT � N.C. DEPARTMENT OF TRANSP4RTATION - RALEIGH, N.G., DATED JANUARY 2412 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CQNSIDERED A PART OF THESE PLANS: � , i ! .; � �� :� '1� 1 •�- � •�* � .�, � ITEM NQ. DESC, N0. �1 �il�ii � i 11i1i! -� l�s��� � � ���f�� �� f����� � �: lf��� ,�•.r����� , � ������ � �•���i�� , �ft���� � . 1l11i � . ����� - ������ � ' 1fti/1 � :��r��� SECT. NQ, .� .! .� . .� . .�, .�, •�. .�, .�. ti�� .i ►� ! ti� T 11°. F TYPE `A' SIGNS SIGN Mt?UNTING DETAILS - FOR TYPE A AND TYPE B SIGNS (JRIENTATION OF GROUND MOUNTED SIGNS SECQNDARY SIGN MOUNTING SUPPLEMENTAL SIGN MOUNTING MQUNTI�NG �F TYPE `D`, 'E' AND `F' SIGNS aN 'U' CHANNE� POSTS S U1 ��1 �Z�T� Y t'J� UA1��Tl T�ES ITEM DESCRIPTI�N CONTRACT4R FURNISHED, TYPE A SIGN CONTRACTOR FURNISHED, TYPE D SIGN CONTRACTQR FURNISHED, TYPE E SIGN QVERHEAD F40TING SUPPaRTS, 3 LB STEEL U-CHANNE� SUPPORTS, QVERHEAD SIGN STRUCTURE AT STATION " SIGN ERECTIQN, TYPE D SIGN ERECTIQN, TYPE E SIGN ERECTION, TYPE A (OVERHEAD) SIGN ERECTIQN, TYPE A(GROUND MOUNTED) SIGN ERECTION, RELfJCATE SIGN TYPE D SIGN ERECTION, RELOCATE SIGN TYPE E DISPOSAL OF SIGN SYSTEM, U-CHANNEL DISPOSAL OF SUPPt?RT, U-CHANNEL DISPOSAL OF SIGN, D, E OR F ,� � � � r � s , s � � � � � � � s SIGNING ENGINEER SIGNING DESIGN ENGINEER rr QUANTITYIUNIT L.S. S■�s S.F. C.Y. LB. L.S. EA. EA. EAC EA. EA. EA, EA. EA. r ,, � � T!P NO. . SIGNS FURNISHED BY CCINTRACTOR . ALL TYPE °D' SIGNS SHALL BE MOUNTED ON TWQ U-CHANNEL Pt�STS UNLESS QTHERWISE INDICATED ON THE PLANS. . IF REMOVAL OR RE�OCATIaN OF SIGNS ON PRIVATE STREET (N{�N-STATE MAINTAINED) IS REQUIRED L1UE TO GONSTRUCTION, THE CONTRACTOR SHALL INFQRM THE EN�INEER. � . � � �• � i � � • , . , � � : � t � � : ' . � . .� ..� , . . � � / � � � � � � � � � � � � � � . WHEN EXISTING SIGNS ARE REM(}VED AND INSTALLED ON NEW SUPPORTS, THE RE-ERECTI�N SHALL IMMEDIATELY FOLLOW THE REM�VAL. . THE BACKGROUNQ FOR TYPE E& F SIGNS SHALL BE TYPE C REFLECTIVE SHEETING. . SEE RC}ADINAY PLANS FOR GUARDJGUIDE RAIL DETAILS. SHEET Nt3. � � ❑� O� � � �" � � � � � � �' a � � � 3 � � � � � � N N `O � a � � � � N � N PRCJJ. REFERENCE NO. SHEET NO. 4�0 QUANTITY REQ'D _ 1 401 �UANTITY REQ'D _ 2 402 QUANTITY REQ'D _ 2 4�3 QUANTITY REQ'D _10 404 ��ANTITY REQ`D - 3 4�5 QUANTITY REQ'D � 2 0�2�29039 ��'a—� � Kimiey-Horn --- � and Associates, Inc. P.O. BOX 33068 - RALEfGH, N.C. 27636-3068 30X3tI 36X36 24X30 t8X 18 36X36 W2-2 (L} W6-1 36 X 36 R4-7 OM4-1 R1-1 W6-2 ONE "U" POST PER SIGN ONE "U" POST PER SIGN ONE "U'� POST PER SIGN �� i� ONE "U" POST PER SIGN rr rr ONE U POST PER SIGN ONE U POST PER SIGN 4U6 QUANTITY REQ'D _ 1 4�7 QUANTITY REQ'D _ 2 408 QUANTITY REQ'D 4�9 QUANTITY REQ'D _ 3 410 QUANTITY REQ'D _ 6 411 QUANTITY REQ'D 412 QUANTITY REQ'D 2 1 1 SPEED SPEED RIGHT RIGHT LANE 36X3� LI�IT LIMIT 36X36 SPEED % 36 X 3C � 36 X 36 �� � S T �3 � 7 L.IMIT 36 X 36 30 X 36 3� X 36 R5 -1 L/11,� � WQ" 1 tR� W4-2(R) � � � �3-� R2-1 R2-1 �I,�Ll� TURN RIGNT � r� rr rr rr ►r n rr rr �► ►r l� u TW� "U" Pi�STS PER SIGN ONE U POST PER SIGN ONE U POST PER SIGN ONE U POST PER SIGN ONE U POST PER SIGN ONE U POST PER SIGN TINO U POSTS PER SIGN 413 QUANTITY REQ'D 414 QUANTITY REQ'D 415 QUANTITY REQ'D _� 416 {�UANTITY REQ'D _ 8 41 ? QUANTITY REQ'D _ 1 418 QUANTITY RE{�'D _ 2 419 QUANTITY REQ'D _ 20 1 1 24 X 12 N � 36 X 36 30 X 30 3o x 3o DO NOT 3fi X 36 W16-2P w j q,_ 2 30 X 30 30 X 30 w 1- 2 � OUT LET R1 _ 1 W2-1 W3-1a R5-1 . ENTER �� �� MOUNT BELQW SIGN 413 ONE "U" POST PER SIGN ONE U POST PER SIGN IN 1 INSTALLATIt3N ONE "U" POST PER SIGN ONE "U" POSTS PER SIGN ONE "U" POST PER SIGN ONE "U" P4ST PER SIGN 420 QUANTITY REQ'D 421 QUANTITY REQ'D 422 QUANTITY REQ'D 423 QUANTITY REQ'D 1 424 QUANTITY REQ'D 1 425 QUANTITY REQ'D 1 426 QUANTITY REQ'D 1 _18 _5 _3 _ _ _ _ BECIN . RI G HT TU RN LAN E 54 x 1 s aNE �fAY 30 X 30 YYR�NVI 42 X 30 3S X 30 R6-1 (R} V R5 -1 � 24 X 18 ':��� 24 X 1$ /1 ��� D 24 X 18 R4 - 4 W3 - 3 �� i R3 -17 R3 -17bP R3 -17aP YIELD TO BIKES ►, rr ' n r, r► ,► t, r, n�► ONE U POST PER SIGN ONE U POST PER SIGN MOUNT BELOW SIGN 421 MOUNT BELOW SIGN 421 ONE U PQSTS PER SIGN TWO U POSTS PER SIGN ONE U POST PER SIGN IN 3 INSTALLATIONS IN 1 TNSTAL.LATION 427 QUANTITY REQ'D _6 APPROVED: DATE: TR K 24X12 � UC T'YPE „E„ SiC�NS M4-4 scA�E: 1" = 54' REVISlONS S�iC1L DATE: � �� 4 MOUNT BELOW SIGN 4i 0 aw�. eY: � DESIGN BY: K. DEAN TN 6 INSTALLATIQNS R�n�wE� $Y: C. BECK F�,.�:° ❑� � O� � � � a DO � � � C a �i i � 3 � � M7 � � I � � � N O 3 a � �'.�„ � � � � \ N / � � -L- STA 12+75 DENQTES EXiSTIIVG SIGN T4 BE REL;�CATED � • DENOTES SI�NAUZED INTERSECTION � F- DENOTES NEW "U" CHAJVNEL P+DST/PRD�SED SiGN C.faCATION E— DEN�7"ES EXlSTING xt1"' CNANNEL POST/EXIST/NG SiGN LO�CATiON PAY ITEM NaTES: i. REMOVE AND QISJ'OSE aF EXISTING "U" CHAIYNEL P05T 2 ERECT EXISTING SIGN ON NE1N "lr' CHANNEL P�ST 3. REMOVE AND D1Sf'USE t?F EXlST1NG SiGNS AND "l�' CHANNEL P4ST -�- s-rA � s+oo -L- STA 16+00 �'�1 ♦ B��IN CONST RUCT lON � l V � �V � �wJ �V V -Y3- STA 23+90 ,r" �; �;, ��� �, ���a� �. ��� �� BRAYTON PARK� a.�`°�� �� �� �� � �� ����s � ��� �� �,, � ��" "�°` �� �� ���°" ,� ,� � � �� �� �" `� � "" � �� �� `� ��,� �•�"� � � � �� � (� r �� .�.�° � i v '°� � � � � �� ��� �� � ��� � � � ��, � ,��� � �� ,��� � � � �� �� u��� � �� � � �� � � � �� ,��`"� O * ��k ����� �rv � R � �� �. �x� ���' �� � � ��� � ��� � ���,r � � ����� �� �� � � �qF`�. �� � � � ,� ���'� � � � � b � s:�� ,�� � a� ��� �� 419 ,,a � -L� STA 20+15 � -L- STA 18+85 —L- STA 18+75 4zo -L- STA 21 +15 PROJ. REFERENCE NO. 1' '0 '� SHEET NO. 5G-3 � Kimley-Horn � and Associates, Inc, P.O. BOX 33468 RALEIGH, N.C. 27636-3068 �L Z''—� � .— � � � � ��� ti�„"`"� � _ ��a .� ��� ��� �� � �"� .� �, ,� � �a� #�` <�,�°`�"' ,� ��. � «� �, �e°�'� � ` �Y �, �` � � ��� �� �� � �� � �e� .� � �„.��`"� "" � ,� ���r W '� . ���� , �`�� � . �yR� � ` x ��„� . aw" � � ���V e�,�'sn� � yr^�e�^" ��� \`��g � � � �c ►w � �� �-�' �Np � � APPROVED: DATE: EXI ST1 N G AN D PRt�P{�SED SICaNS SCA�E: 1 r• —� Q� RG r I S I V NS a7��"1L DATE: � �� 4 QWG. BY: DESIGN BY: K. DEAN REVIEWED BY: �. B�CK FILE:D u � �T � � �f � � � � � C�7! � i � 3 g � � � � � � � � 0 � � � � �r N � � � N � � O� � � � a �O � � � C 4� � 0 i � 3 � � M7 � � I � � � N O 3 � �t',�„ � �,` N C�D � ^� � -.� c7 S � Cn r 1 � � c� ao � � � � � t`ri tn � Cn � t� � -�,A � � -L- STA 39+50 �� -L- STA 41 +OI) / � ,�- DENt)TES EXiST1NG S/GN T(� BE fiELOCATED �� (� � � DENOTES SIGNAUZELi INTERSECTION � E- DENDTES NEW "U" CHANNEL PQST/PRQPOSED SIGN %OiCAT/ON �— DEIV4TES EXiSTlNG "t�" CHANNEL POST/EXISTING SIGN LUCATl4N PAY ITEM NOTES: l. REMOVE AND DISPOSE OF EXlS7"IAIG "tl" CHAAINEL PQSi 2 FRECT EXISTING SIGN aN NEW "U' CHANNEL P�1ST 3. REMOVE ,4ND DISPOSF QF EXISTING SIGNS AND 'U" CHANNEL POST SEE N�TE 1 & 2 PRIVATE StGN (RELOCATE OUTSIDE OF PROP. RQVI� -L- STA 42+08 ST�P 416 \ _' / � � M.P.H. SEE NOTE 3 SEE NOTE 3 � -� l �!:`i'� D i -L- STA 43+00 C� � 'd -L- STA 44+50 -L- STA 45+50 -L- STA 46+5Q SEE NOTE 3 -L- STA 47+05 -L- STA 47+83 -L- STA 47+86 41 Q. TRU�K 42? 419 -L- STA 48+10 � 420 � -L- STA 49+10 � PROJ. REFERENCE NC3. SHEET NO. o��3zso39 SG—S � Kimley-Horn � and Associates, Inc. P,O. BOX 33U68 RALEIGH, N.C. 27636-3068 � ♦ APPRC?VED: DATE: EXI STI � G AN D PRtJPC�SED S1GNS scA�e: 1" = 5U' REVISICJNS SEA� 1 /14 DATE: aw�. gY: DESIGN BY: K. DEAN REVIEINED BY: C. BECK FILE:D � � a � � � � ao � � 3 �' a � 0 � 3 � � � � � I � O� � N d 3 � � � � � C�O � � NARRIS TEETEA ABC ST4RE _ -L- STA 51 +93 wRVNs 42� wAY -L- STA 50+60 -L- STA 51 +60 SEE NOTE 3 RALPH STEPNENS RD VILLAGE WALK DR ��_ r l I � � i �� END CC?N5T RCICT lQN -Y4- PT Sto.14f39 *�ENOTES EXISTIN� SIGN TO BE RELtaCATEO �' � i DENO'1'ES SIGNALIZED INTERSECTION � �— DENOTES NEW 'U' CHANNEL P4ST/PROPDSED SIGN LtaCATI�N �— DENQTES EXIST/NG "U" CHANNEL PQST/EX/STING SIGN Lt�AT10N PAY 1TEM NOTES: l. REMQVE AND DISPDSE CJF EXISTING "U" CHANNEL POS7" Z ERE�7" EXISTING SIGN ON NEtiV "U" CHAIVNEL Pt15T 3. REM4VE AND DISPOSE QF EXISTING SIGNS AND "U" CNANNEL PDST -Y4- STA 11+25 f pN �T�pu�ru� Rn I �� ( /- --. ,� r � i ! PRIVATE SIGN �(RELACATE OUTSIDE � � OF PROP. ROViI� SEE NOTE 3 -L- STA 55+00 ��_ _ _ _____ ( � I � � -L- STA 54+44 SEE NOTE 3 � -� . -L- STA 58+04 OQ NOT �t 419 � SEE NQTE 3 � � DO !�T � �. �� � ; � F � I � ; SEE Nt?TE 3 � � � � � � �� � v� � � � � � � � � � �. � � � � � � ,... • - - � � � �� � � � � � � � � � � � � TOWN 4F� NOLLY SPRTNGS � � 0� � �. �' � � � � � tan .!t � � tJt � � � � � � �°C� � � � � � � � � � � � S RD � � ADOPT A HIQHWA 9LENN DAVID t g � LEfiACY FOUN[ � � a � � SEE NUTE 3 _., r---- �..! � � �1 . , ,� �/ . . � � �� , �� SEE NOTE 3 1• _ -L- STA 59+90 � -L- STA 61+40 �� E��ST BY PASS � � -L- STA 6�+25 C— I i� Fl1�UAY-VARINA APEX ••+► .Al�� ��A�l� A � -�- sTA s3+os SEE NOTE 3 PRC3J, REFERENCE NO. SHEET Nt?. 012329Q39 $�—b � Kimley-Horn � and Associates+ Inc. P.O. BOX 33068 RALEIGH, N.C. 2763b-3068 � / `` l I 416 � �� SEE NCaTE 3 A�PR�JVED: DATE: EXI STI � C AN Q PRQP�3SED SlGNS scA��: 1" = 5O' REYISiQNS SEAL 1 /14 DATE: DWG. BY: DESIGN BY: K. DEAN REVIEWED BY: C. BECK FIlE:D l��J � � � � � a � � � � �' a � ° � 3 $ � � � � I � c� � N O 3 � � � �r � � N r. � 426 °�- STA 64+08 � � � ��- STA 64+42 DENOTES EX/STING SiGN TO BE RELO�ATED � � DENOTES SIGNAL/ZED lNTERSECTION � �- D E N O T E S N E W ' U"' C H A N N E L P O S T/ P R Q P O S E D S/ G N L O� A T I O N �-- D E N O T E S E X I S T I N G " t r' C H A N N E L P O S T/ E X I S" T I N G S I G N L O C A T I O N PAY ITEM NOTES: I.REMOVE AN� DISPQSE OF EXISTING "U" CHANIVEL POSi 2 EREGT EXISTING SIGN t�N NEW "U" CHANNEL PC?ST 3.REM4VE AND DISPCISE OF EXiSTIIVG S1GNS AND "U' CHANNEL PUST -L- STA 65+79 °�.• SiTA 67�'40 � -L- STA G7+40 401 v '� � PROJ. REFERENCE Nt?. SHEET NtJ. 0�2329039 SG-7 � KimleyHorn � and Associates, Inc. P.o. �ox 3306$ RALEIGH, N.C. 2763b-3068 �—."+.,�^ �,��+,..�.".-•-...,, s EfYG./ 1! 1VV�t� I V—��lV ENa caNsTRU�TCo�v -L - Sto. 75 flO.�1 C� •�- STA 74+50 � � � �..., ���.�..����..�,,..� ��:�� �, ! A Nya�w �++*»+ rwr �+mM+a'2�au'o. �++M: +nm* 9 �� ��a�� �`�OFL +`*`wkaxw+mn�� �kaxur>,m S MAIN ST E MAPLE AVE. l—�`— � � ` � � APPROVED: DATE: EXI STI N G A� D PRt�P{�SED SIGNS SCALE: �rr = rJ�� REVISIONS aSEAL C7ATE: 1 /14 DWG. BY: p�s��N �aY: K. DEAN REVIEWED BY: C. BECK F���:D �� u u � � � � � � � � � C � a � `�. � � � � � � � I � C� � N O 3 � � � 4 � � N � G\ �Z� C�'� �G �� �� 2� �,:> G �,., ��` :�' � �� •� � z9 `�' _ � -Y2- STA 16+35 �� � ,�` �,,� �'°`� .�'° �� ��,�d"� �� .� � ��6 �� �� � � � � , C� ���` ������ _N\`-�� �� � • �k� �v` Q� �� "�� z���� � � ���� b�r � \ �� • � � �5�� �� � � ,� /�" �� ` F V �� ���� � �� o� ���� . � m .FbP' ` d�R�,pkf %�� m ayn �� �tl�� � � � �"°"�� ;,w" `�� , . . �r�� �� � . � �6� R�{�, eP� ' � � �:!3 �+ �a.a9Ar' G��� .� (�4 �� � �� ��: �� M� � � �� e �� � J� � ����� ��� V ' Y ��'�`�� � "�� � �'°� �� �� � � �� � � � � ��� ��� . , ��p � a'� ��N �� . ��� 1 � ���Y ' . � , �. ��.�� ��� �� ��� ��-0 ��� � � �� ��`� ���" �� ��,��' d � � �2'"�' � ,��''�°" �� ���° �� ��� � �„ �� �� �. �� � � g ���� m � �' � �� �;, `� �°�'��E � � � � ��„e�° ,�:� � � � � ��� ���" � �� �� � ��� ��`� � � �� �^"� ,��` ,�. � �,� �.,� �� ��� �� a.� r�3� � ��'� `� �' � � � � �� "�, \ �'� l,� ,� ��` � ��-� w� � SEE NQTE 3 PINEY GROYE-WILBON RD. TREASURE GRQVE RUH � �� ���p ��» � ,� � ��� r °� � �m .��� � ��R�� . � ��„ .�,,' ��� �� � '� Q����� p��«.� �> � � ,a�d�ysa . "`� °�`� ��, �� �,�„`� � �„� _ ��� �,���� ����� �� �� �� �� ` � �� ��` � � �" �' � ��� r�� ,� �rt��>. ��,. �� ���~ ��� .�'"�' �� d �' � � � � �� �� �� <�""�`�' ��'°� ����"'"�Y s� s� �,:�� ��Ar"'"`� � �,x= �� . � � ��,���` �� � 6�.. �}a Fx� ��� Y �^#. �sJ� ��5 �� ���.. � .f �,mM� �� � �� �� �� ��� � a6����° �� a� �EV � �� ��� � �� � ��"��� . � �� �,��n���`" N -Y3- STA 10+75 � � ���� a. No <�°'°'x r'11 ITI CT r A�/ C\ � � �� �� � �,� � � ��,,, .� � � ,��� � � � �� � p�� �� � q..� �� �, ��, s�r � ��,� � p ���. ��� � ��� � � 2�� � ��w � �� .o�D (S,E�' S�y,�. Ya� `�° �k� ,.��t � �,.� .�� �� �� �� .�� �� � �, �� 'E-7- SG°4) K� ,� ��� ��� � a�� ��� �� ,�'� ,��� �� ,.�� s��� .,,�" %� ���'- ,�c ,� ..t� PROJ. REFERENCE NO. � .� . SHEET NU. �• - Kimley-Horn - and Associates, Inc. P.O. BOX 33068 RALEIGH, N.C. 2763b-3U68 � � �� �� �t3� �9' �y �� �� DENt7TES EXiSTIN� S/GN TO BE RELt�CATED s . DEMaT'ES SIGNAUZED 1NTERSE�'°llt?N . DEN07'ES NE'W "tr' CHANNEL P4ST/Pt�PUSEO SIGN LaCATION DENOTE5 FXiSTING "U"' CHANNEL �ST/EX/STING SIGN LO�CATION PAY ITEM NOTES: l. REMO'VE AND 0/SPOSE OF EXISTING "U"' CHANNEL POST 2.ERECT EXISTING SI�N ON NEW 'U"CHANIVEL PQST 3. REM01/E 1�ND DISPQSE OF EX/STIN� SIGNS AND "U"' C1-lANNEL POST APPROVED: DATE: EXI STI N G AN D PRt�PC3$ED SIGNS SCALE: 1_„ - 50� REVisioNs SEAL 1 /T4 DATE: DWG. BY: QESIGN BY: K. DEAN R�newED gY: C. BECK F��e:° � � a � � a � QO � � O� C a � O � 3 � � � � � I � � M N O 3 c� � � � � CU N N t�,.�,_ �u.� ��e ..�,.M�..�� ���.�,���. ..,n�u�.�..�,� ..��.�� � �,xm.-.�,���N .���„M �<�«, �.�,T..,.�,. �.a_�..�..... .��,�„�<.�„�, .�, .� �«�«<. �»��.,.�„N �2,��� �,� .�»�,.,�«.�nx � �. ,�,,..,..«�,».,, ,u��,�„»,��� .,���,� �.� � y I � • �. � M r �.-- � DENO'TES EX1STlNG SIGN TO BE RF'LaCATED i � DEN4TES SIGNAUZED lM'ERSECTION � � � , , � -Y2- STA 37+00 .�,�,�,..,n.«,�<w, �..���u .�.�.,.�,�..�,, .k,.b,�. ,�«.,,.�,.�.>w�� ..,,��r�.�.�»»»n ..� �.�,»,�»,> �,�,�<��,� �«...��,<.. ,<.a ���,»,V�....,�,» ��.«.��,,,�,.> �.�.r:�� �»�«»x�,��,� -�''''"-. _YZ- NS Rp RAC-P M ST�PM� F- DEIVQTES NEW "U" CHAIVNEL PQST/PR4POSED SlGN LGCATION '— DENOTES EXISTING 'U' CHANNEL POST/EXIS'TING SIGN LOCATION PAY ITEM NOTES: !. REMOVE AND DISPOSE OF EXISTING "l�' CHANNEL POST 2 ERECT EXISTING SI�N ON NEW "U"' CHANNEL POST 3. REMOVE AND D/SPOSE OF EX/STING SIGNS AND 'U' CHANNEL POST i • r . «h.�,�»�k��.. ».�»,,�.,.�, ��,,,�,.�< .,..<��.�,�..,.H�...�, �.��.,,�.�,,.u�. �,..�„e.�.:.�„.„�,«..�,�, � - --► ,,. -Y2- STA 41+00 n���. �, �,,., , �.�,� <�.».�.,�. ,�,,�., ,«�«�>„ .<.,.w.«».� .«�.,�««u«��„ �.�.„m».-,u„ � r . PR4J. REFERENCE NO. 0�2329039 • � - Kimley-Horn � and Associates, lnc. P.O. 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F b .. ..._. � ' :t . . .. . . y . .. : . . ;: � ,. r..�. PROPOSED 1264 LF 12 . . , . _: , a . .., ., ;r , �:, : , yv � ;s , OFFSET 6$ . 62 RT : . , . , � .> . . {£ t , ) .. , : : ... . .. . . . .. ,. . , � . � .., ,, , , „ , =n.� � . � ,. . . � , < .t � ...� `�3 h <. . , � . ., .. ; . . � . . ., . .. . .: . .... .Y ,. r . : S � . . . . a .. n . . a • ., ...M " v.. .>. .. �....:: .... . c . � . . +no, n i. . ....h R i. / n .. ♦ . .i .. . .. . � �� i. .. .. �+S � '! . . ` .. . ' .... .i'(f . . . .. . .'.o.... ......,� � ... .n ..� �.�;...: �.` �.>' . �C! y `i � �y ,.., . ,'N,.. � ,... ... . ., i. �. : .. . .. .. <. ; .�.5. � .`\i <r . .n.r.Yn�......e.S.ir.K...:CC ,..'l.:.:..>,. 1 Y...C..:....QC.k2U',�..a✓:.`YN. .. �..✓....,......�... wnw. ......�n.�at...n. ;..�,! � �:�. . �'.:SC. . 2. �t f ./v.. .. �;N>` }i \ . . , �� ��� � � P DI WATERLINE r� h. .. ,. .. � � . �.-., ._ - �� : .. , . 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H.. fi . . > . . .. . ,. � ...... ... .... _ � PROPOSED 12 45 BEND . . r, . .. ,. .. . . . .. ,. . � .i� . , . . .. , , . : ; .. -.: : . ; , . ;.> , . � r ♦ c . , . � F .. . .s . , � OFFSET 64 33 LT � t,.� .. � .. . _ , .., . . � .,. , .,., � , � , , , ... �. : , �.., . . ,. � _. ..: ..,., ._ : , : : . . .. ., � .=r , ...,�...u.. . r, a � ..� , . . . . , ,.._ , ., . ., , , ,,, , . ,. , . . . � , , ,. „ , . - .. ... z. . , .,. ,.. , h .... >.. ,. . , .. > , , , .. , �. :: , � } - . �.. , .,...;..,.. .,... . .... /'� ,.. ... ... . . . . „ . ,. � w ... � i. �:... r��,...c,> n .f.,. .� � , .,; . . . ; '. ..... .... .... �,:... o.> . .,n.. � . .a. � 9 ��) . . , . . . .. <.. ., , .. .. - . . i . : , . . .. , . ...� : . „, . ....,.,�: ,. . �. . . r .� :.... , .. �' . .,�. v. _ .., _. .. � � .. . . . . x , , � , .9 . . ,� . . � W1 STA 28 98 . 09 . �. . ;: , , N... ,;,,< .< .. �.. . ..�. .. . . : , . , , > � , ., s . _.., i � � , . . . , . <. . .. <.. � ,. .... � � _�. ; . .�.. . , , � . , , . ,. _. : ,,. : .. :� ; � . .. .. ., .. .,�.. . ...N , a,,. ,.... , . ... ...a o,... .. . .... . - : . . . ✓: ' .. , c . � C. f . 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T� PROPOSED 12 45 BEND W1 STA 25 38.00 �,, ; �' ��� -W1- STA 29+23.07 `�° �3 -W1- STA 21 +62 . 33 - L - STA 33+52 . 60 �.. s ` � � � � �£ ; ,- � .:, E � ;� . � 3` - OFFSET 7 . 00 RT} � �! r � J _ - L - STA 29+81 . 32 OFFSET 53 . 25 ( RT } . . . ::, ... , � . � ,.A,, � . , � � , _ : _ -. � - L - STA 37+23 . 49 � < OFFSET 48 . 67 ( RT ) �;; f � ' � � . � � ; > � : � � � � � ` ; > � OFFSET 78 42 ( RT ) j...,.� , � , , -< �; � � = PROPOSED 12 CROSS . �..,, _ : {� : :_ � r �� . : � . , .. � ... :., . r ! � � � �. . ` � ; .... �..., �� :, F �T� � ,t. -Wi - STA 25+80 . 00 � � s s': �� ; �. : �� � �_`` PROPOSED 12 « >..�„ .< ..,,.. .r ,.,> �.,� .�. �.s � ' , • .. -W2 - STA 11 +17 . 58 ,; :�< � � - L - STA 33+94 . 60 - � _ ?� y , .¢ . .. 11 . 25 ° BEND OFFSET 53 . 25 ( RT ) MATeH LiNE -Y2- STA 35+4Q:OQ (SEE SHEET UC'-91 -�N1 - STA 28+8� , 79 -�- STA 36+96.56 PROPC?SED 12" 45 ° BEND � OFFSET 51.77 (RT) -W2- STA 11+25.9fi EXISTING PUBLIC TOWN -L- STA 33+94.60 C?F HOLLY SPRINGS OFFSET 61.f3 (RT} 12'` WATER�TNE PROPOSED 12" END CAP -W2- STA i1+45.96 -L- STA 34+08.74 SE SHEET UC�IO FQF�1 "Wl" PRCiFILE OFFSET 75 . 77 ( RT ) SE�" SHEET UC -l0 FDR -W2 - PROFILE :�t: ��-�- �� � .�:,. .>>�: „��: ..- , ��,..,. � a�y ���.rr f ti{.. �.%� �2..Ft... y ./��� �,�,rt � r,. ,>:�r-= _,:, � .>� .;���A � ��. - ' r��' "'� ,�>:- , �f�r�r; , �'����� `�yv �: ..p�r%`/vv� �^< <;l" L:` > W�.:S.s ��x� /`� i:��. ��,SO`. �,i,y,Y'^ a•"�' �"i ; <, t �$t �.n�� �,z.:,.� _ �.:: .� �I' 25 0 50 � - Kimley-Horn and Assaciaies, ]nc. 3401 WESTON PARKWAY CARY, N.C. 27513 RIGHT-0E-WAY REV. CONST. REY. � VERIFY LID �OCATION PROP4SED 12" GATE VALVE ��-K. , �...� �� .�.� : ,� �.:.r. .. ,..,a �:�,< .a�;�. , -W3 - STA 11 +94 . 71 .,. `�° AFTER CURB HAS BEEN F��.� ,.... ��.... .:.�n.. _.�.��...�.� ,.». ,M,� �.,� ; : � ��:......�.,....� _ -L- STA 47+55.51 STAKED ROTATE AND � PROJECT REFERENCE NO. U -53i8 R1W SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. UC-5 HYDRAULICS ENGINEER ���) �� j j'� i � ��, �i'� `) I�) I�� �� �� ��� ��� � � �r �� � � �� � � �•. � �� tr� ; s ; ; ; OFFSET 32.20 (RT) `PROPOSED 12" 45° BEND ? , � > , , s y z a a a , s`c » � � . 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N WA E � -o ` _ �.. �. ; � .. �. ,' �.. I , � . G N , , RIM-448 78 . .. , . _ , , , , � ' S � .F' �'; .\. .°' S, � s K k $ r" 2� . �� �; "�Y PROPOSED 12 45 BEND PROPOSED 12 � f _ ;'� " ' ` +� o T.O.N.=446.61 rr < ��,�.��� �� < � � f ." . � -W3 - STA 10+Q2 , C►0 GATE VALVE s `?y <,. ; : • � ,;.: ,: 5 f ? > ; x.^ �,,.., ; y � ... >" - - � :: - , : , T� L STA 45+59.96 : � y sr = ; _ f - - 5.75 �.. ,..�. .,. ...., .,..w..,�..,.,.. �.�F...�,.m.......�. . a.�.�.�.,,��....... OFFSET 32.54 RT �� -W3 STAA48218.52 , ,. i ) �. � : �� � �: f � : . , . �� �. � �. . � � �- � �- -. °�F°- ABANDON EXISTING �,,, OFFSET 28.54 {RT) ,r VALVE BOX: ABANDON 299 LF SEE DETAIL. < RELOCATE EXISTING " 0264014 � ' FIRE HYDRANT ��� EXISTI�NG �2 � N vz WATERLINE CONNECT TO EXISTING 8" PROP�SED 8" � �V� . GATE VALVE 1 PROPOSED 304 LF 12" WATER�INE WITH 8" DI �" -W4- STA 10+07.29 � PC 350 DI WATERLINE N�J SOLID S�EEVE � �-L- STA 47+�1.76 ;4 , CAP OR PLUG . '� r y„` � V� tiFFSET 39 . 32 { RT ) :. 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IN (NE},: = 45.5 �8 : �.r..t � � INV iN (NW�` = 43$ ��"' � < ;�: �::��. ��:_ y ,: ,R � k� ✓� i 3 � �: �'^<> <.#F . ° ��C�, y�$�` � Y��C. .:"i`r: � �, �; ,r �, s �2 • y� l `r (,�: >.�> y ��;;'ff ,,X, ^,,,s,`, w ,. � ,; � x;: � ., ,£y;' �;� � �� � ., a .. �� � � s�fl , �,> t ..,; ; f , ..u.. ,.».<. ...rn...a....rv. .�...�v.vw.an>,ari,.. 2 wwv nan>w,u... . w fr� �,,, ��:'Y Y� l � , L ADJUST VALVE � , �� $OX ' v..4 ¢ >� 5 ?a✓ Y' r E�' »'�. � x » . .. <:i'n �,. ,. v t�.. , �.l .o,.,. � .,. .�� �3'' F ..« _.. ,. ,; ..<d%�, � .� �< �..3„ � � � � �:� � f > � ��. .�� Y zF:..,� ,ws h � .� rr�.>F nG ° ? ,�,,x �'x� `�F � � �t .�':; >./.��. z.;.,��,. �.3,;: ,x .:� <.� .. ADJUST MANHOLE RING AND COVER 25 0 50 � � Kimfey-Harn and Associates, I nc. 30t}1 WESTt�N PARKWAY CARY, N.C. 27513 ' 4 � > � � { �� �� :s � t.. ,� ... � n,� -. aM . .. .4�^ ...> .,5 Ys �5'�:w,v ftfGHT-0E-WAY REV, CONST. REV. PROJECT REFERENCE N4. U -5318 R1W SHEET NO. R(�ADWAY DESIGN ENGINEER SHEET NO. 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ALL OTHER THREADEQ RODS SHALL 6E ASTM A3fi. ALL TA6S SHALL BE ASTM A572 GR50. 3, ASTM A193 (GRADE B7� RODS SHALL BE LABELED AND 6UNDLED SEPARATE�Y, 4, ?HIS SCH�DULE SHALL APPLY FOR HARNESSED FLANGED ADAPTERS, HARNESSED FLEX16LE COUPUNGS AND ALL MECHANICAL JOiNT COUPLINGS, SLEEVES ETC. THAT ARE R�QU�RED T4 6E HARNESSED. 5, RODS THREADED AT ENQS {INCLUDiNG NUTS� SHALL BE EQUALLY SPACED AROUND PIPE BETWEEN ALL MECHANICAL JOINT FITTINGS (TEE, VALVES, 6ENp, PLUG, ETC.) OR AS OTHERWISE SHOWN ON THE CONTRACT DRAWINGS, THREADED RODS SHALL BE AS SHOWN IN THE THREADED ROD SCHEDULE. SEE NOTE 6. 6, RODS, NUTS, ETC„ 1N CONTACT WITH SOIL SHALL BE PAINTED WITH TW4 C4ATS COAL TAR (MIN 26 DRY MiL THICKNESS� TNEMEC 46-465 HI-BUILD OR EQUAL. �51640� '��� F«� vQi� w/ CONCRETE EXISTING WATERLtNE TO 6E ABANDONED IN PL,ACE v�ivv� i i i . SEE PLANS FOR REQUIRED SIZE/ANGLE NOTES: 1. ONCE INSTA�LED AND TIGHT, THE STEEL RODS AND BO�TS SHALL BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT. 2. CONCRETE SHALL. NOT CONTACT BOLTS OR ENDS OF MECNANICAL JOII�T BENDS. 3. MEGALUGS OR RESTRAINED JOINT PIPE AND FITTINGS ARE ALLOWED 1N LIEU OF RODDING. 4. CONCRETE ENCASED MEGALUGS MAY BE USED IN L1EU OF THRUST COLLARS. 5. ALL P{PE AND FITTINGS BETWEEN THRUST COLLARS SHALL BE RODDED. ..a :. ,.. d: .. ° �° , .. 4 ' • a d. � : ...a STANDARD VERTICA� BEND NOT TO SCALE Q222128 REPAIR PAVEMEN T SURFACE ..a : .d� � �Qa�� . �a. . . , a . .' ° • °• 4 \�/\�/\�/� a a . � ' a 4 ' .° . . �. . a . �Q.. : .� a . .. �� . d ' ' � . ; ' d V . •'p . :a. .� . 4� o �� . a 0 A�ANDON EXISTiNG VALVE 1N PLACE o2�4a14 REMOVE EXISTING VA�VE BOX N R T PA CQGEE D R M XI TIN E ovE E s c VALVE BOX �� 1, CLOSE VALVE. 2, REMOVE UPPER VALVE BOX AND VALVE 80X COVER, 3. FlLL VOID AROUND VALVE WITH GONCRETE TQ WITHIN f" OF EXiSTtNG GRADE OR PAVEMENT, 4, AT GRADE REPAIR TQ MATCH EXISTING SURfACE. STEEL l� 15164�3 Kimley-Horn and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 RIGHT-0E-WAY REV. CONST. REV. PROJECT REFERENCE NC�. SHEET NO. U-53/8 UC—iI R1W SHEET N4. UTILITY QESIGN ENGtNEER I�►, .�•�� i � i � � 1 I ; .� �.� �� � ��� � .� � �, ,►, cr :�, i ��, ., ��� ;� �r; UT�LITY G4NSTRUGTIQN // � \� �� �� �� \� �� \� �� \� �� \� � � �� /� � \ �� � \ / � \� � \\� � \\� � \\�� �\� � �\� � �\� � � � / � ����\�����`/�\�- //��/\\�/\\�//\�///,/ � r L�V �1� �f'1i PIPE END a . � n . .:; . . a. . . ��� � Q� . �.. 4 . , ' : a� ' a . 4 . � a • " •- 4 . e• , �.4 ' �c . . a' . ,.. . � . �. �� Q � . � . ��o °a.a , . . � a ' . . . 4 . . . b . . . a .. ;. .4 . • . ,Q 'Q • ,A . , p' . • ' ' . . a '� , . e r.a° � � � Q . .. . "' a' d 4 . .a ' • Q . 4' ' � , 6 BLIND FLANGE CONCRETE THRUST 6LOCK NQTES: COVER PIPE Wj CONC. 1. CLOSE VALVES TO KILL LINE MIN, OF 6" COVER IN A�� 2. SE�dER AND REMOVE PIPE DtRECT14NS. MEETtNG THE THRUST SECTION BLOCK REQUIREMENTS FOR A P1.UG, 3. 6LIND FLANGE TQ TEE OR SEE W-8.2/SD-3. 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UTILiTY DESIGN ENGINEER �•� �•, E� � � � � i I •� ���'; � � I'' I �� � �, r tr �� ��a ., ��, ,, �. c� UTILITY CQNSTRUCTION � � _ �. , � � �� � ���� � �.� ��:�� � 4,' � _�«°"� :�'����,. ������� ��°� : '� � .. ��� � ��� � "' � '.. � �.. . �z� �� ��� ..�'. �; . � ���� � ���. �:; �� _� � � �: � � z� �. .� �::�� �. � � ;� ; BENCHMARKQ B� #5 —L— STA 3��-7801� QF�SET 77072' RTo E�o 4�3063` TRAVo �AZL 2Q12 SH�I��DER OF RALPH STEVE�IS RDo 9 4 9 9 PR�P�SED GUARDRAIL tROADWAY PAY ITEM �-° AND DETAIL ) (TYPo) �� �. .' -�- � PZNEY GR�VE-- � WILB�N RDo � �z z° H H �r z � w �- c� x �-- w ..__ __ -- ~� ~�~"`'-�---. CIP C�NCo CULVERT - �_ � ___ .._� .... .,. 1 rti��yy , . . . . ��'_� . � . . . � � . ' . +r„ �.' i....� .f..�� � +.w�. u, . . . . 'w" ""' r . � _ � . . . . , � . . . 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STAo 25+26a�� -L- ''---___ ``--�.... z 25+O1� H � Q o> , �-�- � Q GRADE POINT ELEVo C� STA 25+26000 -L- = 434a�3' � BED ELEVATION C� STA 25+26000 -L.- = 421nF' � R�ADV�AY SLaPES 2 0 1 FCJR UTILITY INFORMATIONqSEE UTILITY PLANS AND SPE�IAL PROVZSI�NSa PHASE II CONSTRUCTION LIMITS SHOWN SHADEDo — � ��CATZ�� �K�T�N HYDRAUL�ZC aATA DESIGN DISGHARGE ----------- ----- 430 CFS � FREQUENCY OF DESIGN FLOOD ------- 50 YRo � �' DESIGN HIGH WATER ELEVATION----- 42804 FTo � �' DRAINAGE AREA ------------------- Oo25 SQa MIo � c BASE DZSCHARGE tQ10�) ------------ 49C� CFS � -� ' BASE HIGN WATER ELEVATI�N ------ 42809 FTo -� 0 � � � � °' ��ERTQPPZ�� FL.00�D DATA > � � , � �VERT�PPING DISCHARGE -------------1909q CFS 0 `� FREQUENCY OF QVERTOPPI�IG FLOOD --->500 YRo � � OVERTOPPING F�OtJD ELEVATZON ------ q34o3 FTo -�- X �.�.► .,- � � .o � , � M � ► � , � �3�_ � �„ 0 � N t� N � 0 , � _�_ 65�_ � �» i �..�.�... JS T R�g�T aRY sqSAL eR� �o �K �s�. — CLASS I RIP RAP9 fR�ADWAY PAY ITEM AND DETAI�) (TYPo) T�TA� STRUCTURE QUA�TZTIES CLASS A CO�ICRETE BARREL C� 200 CY/FT 25809 CoYo WINGS ETCo 3405 CaYo SI�LS 203 CoYo TOTAL 29507 CoYo REINF�RCING STEEL BARREL 299803 LBSo WINGS ETCo 39366 LBSo TOTA� 3391�9 LBSo CULVERT EXCAVATION STAo 25+26p00 -L- �UMP SUM FCJUNDATION C�NDITZONING MATERIAL 182 TONS z T�P OF BQTT�M SLAB � L 1oQ% (1` BEL�W F��W LINE) .'� �_____ , . �w �w �� �Y i �Y� A� �� �� �s �� r�r �� �� �� �� �� �� �� . . �� __—�� ____ -- --_ _______ ______ � -- _-�_____—�___��________ � � � � U + ELa 42202' � ELQ 4210�' � ELo 42�09` ± � , �-- � � � � PRC�FZ�E A���G C���E.RT �- � 0 � DRAWN BYo CNN DATEo 2/14 N CNECKED BYo J�� DATEo 2/14 ■- FoAn PRQJ�CT I��o STPDA �51� C�� �QTES ASSUMED LIVE LOAD --------------------------------- HS20 QR ALTERNATE LOADING DESIGN FIL.� ---------------------------------------- 5,_3,, (MAXo)9 2,_�„ (MINo) ASSUMED DESIGN PARAMETERSo MAXIMUM ALLOWAB�E SOIL BEARING PRESSURE = 2�500 PSF SaI� DENSITY = 120 PCF EFP - 40 PCF COEFFICIENT OF FRICTIOl� = Oa30 SEE ROADWAY PLANS FOR RIP RAP REQUIREME�ITS AT CULVERT ENDSo FUR ADQITIONAL INFQRMATION REGARQING DRAZNAGE9 GRADING9 ANa RUADWAY9 SEE R�ADWAY PLANSo 3"� WEEP H�LES INDICATED TO BE ZN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS4 C�NCRETE IN CULVERT TO BE PDURED IN THE F�L�OWING �RDERo PNASE Io 10 W2 & W3 FOOTINGS AND FLDOR SLAB INCLUDING 3�/2" �F VERTZCAL WA�LS4 24 TNE REMAZNI�IG PORTIONS OF TNE WALLS ANQ W2 & W3 FU�� NEIGHT FOLL�WED BY ROOF SLAB AND HEADWALLSo PNASE IIo 3o W1 & W4 FO�TII�GS AND FL�QR SLAB INC�UDING 3�/2" OF VERTICAL WALLSn 4o TNE REMAZNING PORTI�NS OF THE WALLS AND W1 & W4 FULL NEIGHTo NQ W(JRK SNALL -BE DONE ON THE CULVERT AT STAo 25+26000 -�- UNTIL TNE AREA �F THE BOX CU'LVERT HAS BEEl� UNDERCUT T� �NE FOOT BELOW TNE BOTTOM SLAB A�iD UNSUITAB�E MATERIA� REPLACED WITH SUI.TABLE MATERIAL9 PROPERLY C�MPACTED TO THE ELEVATION OF THE BOTTOM OF THE PROPOSED FLaOR SLABo TNE LIMITS QF TNIS UNDERCUT EXCAUATI(JN SHA�� BE AT LEAST TNE LIMITS OF TNE BOX CULVERT INCLU`DING TNE WINGSo NO SEPARATE PAYMENT WILL BE MADE FOR ANY TEMPORARY SHEETZNG9 UNDERCUT9 UR UNSUITAB�E MATERIAL REPLACEMENT AS REQUIRED T� CONSTRUCT TNE PROPOSED CULVERToPAYMENT �S INC�UDED IN THE LUMP SUM PRICE FOR CULVERT EXCAVATIONo DIMENSIONS FOR 1NIN� �AYOUT AS WELL AS ADDITIONA� REINFORCING STEE� EMBEDDED IN BARRE� ARE SH�WN ON WING WA�L SNEETSo THE ENGINEER SHALL CHECK TNE LENGTH OF THE CULVERT AFTER STAKING IT OUT BEFORE CONSTRUCTION BEGINS TQ MAKE CERTAIN THAT IT WILL PRUPERLY TAKE CARE OF FILLo TRANSVERSE CO�ISTRUCTION JOINTS SNA�L BE USED IN THE BARRE�9SPACED T0 LIMIT P�URS TO A MAXIMUM OF 70 FEEToL�CATION �F JOINTS SNA�L BE SUBJECT T� APPROVAL aF TNE ENGINEERo TNE CONTRACTOR SNALL PROVIDE II�DEPENDENT ASSURANCE SAMPLES OF REINFORCING STEEL AS FOLLOWSo FOR PROJECTS REQUZRING UP T� 40a TONS �F REINF�RCZNG STEE�9�NE 30 INCN SAMPLE CJF EACN SIZE BAR USED9 AND FOR PROJECTS REQUIRIN'G OVER 4aD TONS QF REINFORCING STEE�9 TWO 30 INCH SAMPLES i�F EACH SIZE BAR USEDo THE BARS FROM UVHICH TNE SAMP�ES ARE TAKEN MUST TNEN BE SPLICEQ �NITN REP�ACEMENT BARS OF TNE SIZE AND �ENGTN OF THE SAMPLE P�US A MINIMUM LAP SPLICE �F THIRTY BAR DI:AMETERSo PAYMENT FOR TNE SAMP�ES OF 'REZNFQRGING STEEL SHALL BE INCIDENTAL T(� VARIOUS PAY ITEMS4 A 3 FO�T STRIP �F FILTER FABRIC SHALL BE ATTACNED TO TNE FIL� FACE �F THE WING C�VERING THE E�ITIRE LENGTH OF TNE EXPANSION JOINTa AT TNE CONTRACTOR'S OPTION HE MAY SUBMIT9T� THE ENGINEER F�R APPROVAL9DESIGN AND DETAI� DRAWZNGS FOR A PRECAST REINFORCED CONCRETE BQX CU�VERT IN I_IEU OF THE CAST-IN-PLACE CU�VERT SHOWN ON THE P�ANSo THE DESIGN SNA�L PRQVIDE TNE SAME `SIZE AND NUMBER nF BARRELS AS USED �N THE CAST-ZN-PLACE DESIGNo WING WALLS9 NEADWA�LS9 AND CLlT OFF WALLS WILL BE CAST-IN=PLACEo F�R FALSEWORK AND FORMWORK9 SEE SPECIAL PROVZSIONSa FOR SUBMITTAL OF WORKING QRAWINGS9SEE SPECZA� P:ROVISIONSo FOR CRANE SAFETYqSEE SPECIA� PROVISIQNSo FCJR CULVERT DIVERSIC��I DETAILS A{JD PAY ITEM9 SEE EROSION CONTRCJL PLANSo BAR SIZE SPLICE �ENGTH ,_ „ PROJECT NQo � — 5 318 #4 1 9 #5 2,_2„ #6 2,_9„ #7 3,_g„ #8 �,_11„ �AKE CC�U�TY � 2�-}-2�000 -�- STATIO�o SHEET 1 OF 7 T��� 0F HC���Y SPRZf��S �o� P�A�s DO NOT USE FOR CONSTRUCTION SII�G�E 1� FTo X 7 FTo �QNCRETE B�X CU�VERT Q C ,a� � �� ��CYV � Kimley-Horn � and Associates, Inc. 333 Fayetteville Street, Suite 6�0 Raleigh, NC 27641-1772 NC LICENSE # Phone (919} 835-1494 F-01Q2 N0. gYe This document, together, with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for � which it was prepared. 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(TOP & BOTTo) 3"� WEEP HOLE c� 10�-o��cTs F�R CU�VERT BARREL (TYPo) FILL FACE OF WALLS �5,_�0„ 128—#5A1�0 C� 12"CTSo (BOTT�M OF FLOOR SLAB) 128—#7A200 C� 12" CTSo (TOP OF F�OOR SLAB) � � i- �- z U O� N m � � � ¢ � m � � U (� � �— E— �-- # �-- 3—#8S1 C� 5"CTSo TOP OF FLOOR SLAB 1�_��� (TYPo> �� �. ___� #4C2 BARS #5A102 tBOTTo) #7A202 ET�P) C�NSTo JTo — #5B1 c� 12" CTSo EACH WA�� ( FILL FACE) #qB2 C� 12"CTSo EACH WA�L (STREAM FACE) #qB3 C� 12" CTSa EACH WALL ( STREAM FACE) �rl�► �► ` ��� l� — ELo=g20o9' �-. : o o � , � � � . --, o a' � >— , � M�. g� �1�1�2„ / � SKEW TRZAf�G�� � � � � � —�G "�. � \ � � 4—#qC3 � IN KEY �`'"�—#5A101 {BOTTo) #7A201 (TOP) W4 90� P�AN S DO NOT USE FOR CONSTRUCTlON a � � � � A PR�JECT I�Qo �-5318 �AKE C�UNTY STATZC��o 2��-2�Oo�� —L— SHEET 3 �F 7 � � � , C � � . , � � � . C � \ � 1 �'-n,, Z��ET E�lD OF �UI�UERT E�.EVATIC��I (ALONG SKEW) i���Y� QUT�ET E�D �F CU�VERT E�.EVATZ0�1 EAL�NG SKEW) �0� P�ANS DO NOT USE FOR CONSTRUCTION P a� cT �oo �- 5 318 R E �A�E C�U�1TY 0 25�-2�o�a —�— sTATZONo SHEET 4 OF 7 � � < � � � : � � � r � � � r c i � � � f � � a s < < C < � � � � n � s a , ; � o� � , � , . � � > � � � � � � J � n , � C i C � --1 7 V � r O L V � � V ; � � . � N : <9 N O �. � . O r--� � v; F- c_.; C , � � � � � � # � � � U� � W O C..,) � Q � � @ _ U r- a = w �- v # , u� :� � � PI�AN �� WZ�IG W2 & W4 ���.� ANU I-1LL I- A(;� UI- W1NC� A E�EUAI�Z�1� C�F �ZI�� �2 & �4 . � � � • � � � � 11'-�" AIVU t- 1LL I- A(:� Ui- W1Nt� A 0 � � > i ) i J , o� � � N . O I � O i � v� � U .-. � W O U � a . � , � rn @ _ ,� U ct" � Q = w d- .� � � � : . . � �- � � � . ��TES PNASE ZI (W1 AND W4) CONSTRUCTZ�N LIMITS SNiJWN AS SNADEDo 9C�� PLA�1S DO NOT USE FOR CONSTRUGTION PROJECT �Oo � - 5 318 �AKE C�UNTY � 2��-2�ooa -�- STATIONo SNEET 5 OF 7 � �- � c < � � � f l t � < < � r c < i � � � n � � � � � � i o� � 7 n ll > � � � n � � J � � i � C . C � � J � O V ♦ v ��AD A�1D RESISTA�I�E FA�TCJR RATZ�G C�RFR7 SU��ARY FQR REZ�IF�URCED CQ�ICRETE B�X �U�VERTS STRE�IGTH Z �Z�ZT STATE M�MENT SHEAR # � � � � � � � � w o � o 0 0 0 � Ca t.� I-- � i— � l.�._ � �'" � I� _j � � Z Z C_.) X —� CJ LL p U LL p � .� H H Q p?"' Q y Q y z .._. ._.J I�—. l-�— � Q LL W p l� W� w . � ``^i. . � . O V J u ' �'— U � (�— ° � � � � � � s— o� �c� �� Jcz ca o z zwz � o z zwz W J c.� _� � � z , o z z w -�r w z z w �t w � W H �� I— C] i—� H U3 W F-- H � W 1— {— � F-1 � W I— (— � � = H � � Q Z I-- � Z > U �— >G W� U? � W 1-- X W� t./) � W � W W W Q O H Q O H Q �C O _i .�— H W_..1 Q O J>-- H W J Q _1 > `�~ U_1 ��� I-- _! Ll,.. f� �D W�-- �_1 W � CD W I— C� J W U N�-93 (INVENTORY) N/A O 1 1017 -- 1075 1017 1 TOP SLAB 745Q 1042 1 TQP SLAB 1033 DESIGN NL-93 (�PERATING) N/A 1052 -- 1035 1052 1 TOP SLAB 7050 1084 1 TOP SLAB 1033 LOAD RATZNG HS-20 {INVENTQRY) 360�00 ��2 1029 46044 107� 1029 1 TaP SLAB 705� 1062 1 TOP SLAB 1033 NS-20 (OPERATING) 360000 1067 6�012 1035 1067 1 T�P SLAB 7050 2009 1 TOP SLAB 1033 SNSH 13a5�Q 2035 31473 1040 2035 1 TOP SLAB 705� 3052 1 T�P SLAB 1033 SNGARBS2 2000�0 202� 440�0 1040 2020 1 TOP S�AB 7050 302� 1 TOP SLAB 1033 w � SNAGRIS2 22o��(J 2035 51o7Q 1a40 2035 1 TOP S�AB 7050 3052 1 TOP SLAB 1033 H w--. SNCOTTS3 27a250 1035 36079 1040 1035 1 EXT WALL �079 1047 1 TOP S�AB 1033 » cn W'� SNAGGRS4 34a925 1034 4608� 1o4C} 1a3� 1 B�TT�M S�AB 705� 1091 1 T�P SLAB 1033 � c.a z SNS�A 350550 1032 46093 1040 1a32 1 EXT UVALL 4079 1476 1 TOP SLAB 1033 H � SNSCA 390950 ��3 1028 51014 104� 1028 1 BOTTOM S�AB 7050 1074 1 TQP SLAB 1033 �EGAL SNS7B 420000 1028 53076 1040 1028 1 BOTTOM S�AB 705� 1074 1 TOP SLAB 1033 ��AD RATING W TNAGRIT3 330000 1a84 60072 1a4(J 1o8q 1 BOTT�M SLAB 705� 209� 1 T�P SLAB 1033 � Q TNT4A 330075 1057 51093 104� 1057 1 BOTT�M SLAB 7050 1093 1 TOP SLAB 1033 � ' TNT6A 41o60Q 1034 55074 104� 1n3q 1 B�TT�M SLAB 705� 1093 1 T�P SLAB 1033 H � v i T�IT7A 420000 1034 56028 1040 1o3q 1 BOTTOM SL.AB 7050 1096 1 TOP SLAB 1033 � �� °} TNT7B 42o0(J0 1a3F 57012 1040 1436 1 B�TTOM S�AB 7o5CJ 1097 1 TOP S�AB 1033 U � TNAGRITq 43o0U� 1042 61006 1o4Q 1042 1 EXT WA�� qo79 1080 1 TOP SLAB 1033 t�--- � TNAGTSA 450000 1051 67095 1040 1051 1 EXT WALL 407� 1088 1 TOP SLAB 1033 U � � TNAGT5B 45a000 1035 60075 104� 1035 1 B�TTOM S�AB 7050 1084 1 TOP SLAB 1033 � l (`�- ��a.v� � � � � � � ► __, � � � , \ __ � �� �aAD FACTaRSo DESIGN LOAD RATING FACTORS MAX MIN �OAD TYPE FACTOR FACTOR DC 1025 Oo90 DW 1050 Oa65 EV 103� �090 EN 1035 Oo90 ES 1035 Oo90 LS 1075 -- WA 1000 -- (�OTEo RATING FACTORS ARE BASED ON THE STRENGTN I �IMIT STATEo COMME�ITSo 10 20 30 Q # CONTR��L.Z�IG ��AD RATII�G 1 DESIGN LCJAD RATING (NL-93) 2 DESIGN LOAD RATING (NS-20) 3 �EGAL LDAD RATING � � �� SEE CHART F�R VENICLE TYPE 90� P�AN S DO NOT USE FOR CONSTRUCTION f PROJECT NOa U—�318 iNA�E C�UNTY � 2��-��d�C� --�— STATIallo SHEET 7 �F 7 � I LJa 1 V�o �RFR� ��, � � ��� > w �- PL.ANT SCH��ED�ULE � � � � � � � SHRUBS QTY L-2,0 L-3.0 L-4.a L-5.0 L-6.0 BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS ILE C16 1Q2 18 42 18 24 Ilex vomitoria 'Condeaux' Bordeaux Dwarf Yaupon Holly 3 gat 3Q" o.c. GRUUND CC�VERS QTY L-2.0 L-3.0 L-4.0 L-5.4 L-6.� BC�TANICAL NAME CC)MMC)N NAME CONT SPACiNG REMARKS PEN HAM 6Q6 2�0 168 99 139 Pennisetum alopecuroides 'Hameln' Hameln Dwarf Fountain Grass 2 gal 24" o.c. S4D/�EED QTY L-2.0 L-3.� L-4.0 L-5.0 L-6.0 BOTANICAL NAME C4MMON NAME C4NT SPACING REMARKS ERE 4PH 25,488 sf 5,418 sf 7,429 sf 3,486 sf 4,398 sf 4,757 sf Erernochloa ophiuroides 'Tif Blair' Centipede grass sod GENERAL LANDSCAPE NOTES� ALL PLANTS MUSi' BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND D{SEASE. ALL PL.ANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS iNDICATED IN THE PLANT LIST. ALL TREES MUST HAVE A STRAIGHT TRUNK AND fiULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. ALL PL.ANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEF'ORE, DURING, AND AFTER INSTA�LATfON. AL.L TREES MUST_ BE GUYED OR STAKED AS SHOWN IN THE DETAlLS. A(�� SHADE TREES LOCATED WITHiN VEHICLE SIGHT TRIANGI.ES SHALL BE BRANCHED MIN. 8' (MEASURED FROM ADJACENT PROJECTED CURB LiNE E�EVATION) PER ANSI Z60.1 STANDARDS FOR HEIGHT OF BRANCHING -- STREET TREES. AL� PLANTING AREAS MUST BE COMP�ETELY MULCHED AS SPECIFIED. PRlOR TO CONSTRUCTIQN, THE CONTRACTOR SHALL BE RESPONSIB�E FOR LOCATiNG AL� UNDERGROUND UTILITIES AND SNALL AVOID DAMAGE TO ALL UTILlTIES AND SHALL AVOfD DAMAGE TO ALL UTILiTIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RE5PONSIBLE FOR REPAIR{NG ANY AND AL� DAMAGE TO UTILITlES, STRUCTURES, SlTE APPURTENANCES, ETG WHICH OCCURS RS A RESULT 0� THE �ANDSCAPE CQNSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYfNG ALL QUANTITIES SHOWN ON THESE P�ANS BEFORE PRICING THE WORK. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LtST SHALL BE BROUGHT TO THE ATfENTION OF TOWN OF HOLLY SPRINGS 1NSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR T0 P�ANTING. THE CONTRACTOR IS RESPONSIBLE �'OR FULLY MAlNTA1NING ALL PLANTING (INCLUDING BUT NOT LIMITED T0: WRTERING, SPRAYING, MULCHWG, FERTI�IZING, ETC.) OF THE PLANTING AREAS AND LAWN UN71L SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PI.ANT MATERIAL F'OR A PERIOD OF TWO {2) YEAR BEGiNNING ON THE DATE OF SUBSTANTIAL COMP�ETI4N. THE CONTRACTOR SHAI.L PROMPTLY MAKE AI.L REPI.ACEMENTS BEFORE OR AT THE END OF TNE GUARANTEE PERIOD. THE LANDSCAPE ARCHITECT SHA�� APPROVE TH£ STAKING LOCATION OF ALL PLANT MATERIAL PRIQR TO INSTALLATION. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN I.EAF SHALL BE ACC�IMATED FOR TWO (2} WEEKS UNDER A MIST SYSTEM PRlOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFO�IATES (PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WiTH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETlNG AL� PLANT SCHEDULE SPEClFlCATIONS. STANDARD5 SET FORTH JN "AMERlCAN STANDARD FOR NURSERY STOCK" REPRESENT GU{DELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUAl.ITY REQUIREMENTS FOR PLANT MATERIAL. ALL SHRUB, GROUND COVER ANO SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETE�Y COVERED WITH TRIPL.E SHREDDED HARDWOOD MULCH OR CURRENT TOWN STANDARD TO A DEPTH OF THREE (3) INCHES. LOCATiONS OF EXISTING BURIED UTlLITY �INES SHOWN ON THE PLAN5 ARE BASED UPON BEST AVAILABLE INFORMATI4N AND ARE TO BE CONSIDERED APPROXlMATE. IT SHALI. BE THE RESPONSIBII.iTY OF THE CONTRACTOR TO VERlFY THE �OCATIONS OF UTILiTY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RE5PONSIBLE FOR THE PRO`fECTION OF A�� UTILfTY LiNES DURING THE CONS7RUCTiON PERIOD. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICU�AR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT TNE CONSTRUCTION PROCESS. ALL PI.ANT MATERIA� QUANTITIE5 SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PI.ANTING BEDS AT SPACING SHOWN. THE TOP OF AL� ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDiTIONS. ALL ROOT BALLS REMOVED FROM CONTA(NERS SHALL BE SCARIFIED PRIOR TO BACKFIL�ING. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFI�LING P�ANTING PIT. REMOVE Tt7P 1/3 OF THE BUR�AP FROM ROOT BALL. FOR NEW P�ANTING AREAS, REMOVE AL.L PAVEMENT, GRAVEL SUB—BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED S01� AND ADD 24" NEW TOPS01� OR UNCOMPACT AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL PLANTING MIX STANDARDS FOR TREES. SEE DETAILS THIS SHEE7. THE CONTRACTOR SHALL BE RESPONS{8LE FOR 1NSTALLING TREES AND SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMP�IANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WiLL JEOPARDIZE ISSUANCE OF FINAL CERTIFICAfiE OF OCCUPANCY. CONTRRCTOR SHAL� BE RESPONSIB�E FOR SCHEDULING 1NSPECTIONS OF PLANT MATERIAL. CONTRACTOR SHALL COMPLY WITH ALL APP�ICABLE CODES & ORDlNANCES REGARDING LANDSCAPING. GENERAL. CONTRACTOR IS TO CLEAN THE ENTIRE SITE OF ALI. CONSTRUCTION DEBRIS AND T4 RAKE ENT1RE SiTE. THE CONTRACTOR SNALL INSTALL BLACK FABRIC MESH UNDER PLANTING BED MULCH TO PREVENT WEED GROWTH. ,, ', PLANT SPACiNG NOTES: II 1. SEE PLANTING` PLAN FOR SliRUB AND GROUNDCOVER AREAS. ', 2. PLANT MATERfAt StiALL BE INSTALLED IN STRAIGNT ANQ PARALLE� ROWS UNIESS OTHERWISE SHOWN ON DRAWINGS. � l 3. SEE PLANTlNG PLAN AND / OR PLANT SCHEDULE FOR ACTt1Al. PLANT SPACING. TYPI�AL STAGGERED ROW PLANT SPACING . PLAN SCALE: 1/2"-1'-0' — � � , Kimley-Horn and Associates, Inc. F'.C�. E;C>>; ���jC�c��:> F:�;LEIGH, ��i.C. 1 %c�:�c�-�3C%c��>� ..... _.. _r ____. FF;�>iEC i F:EFEF;E��CE ����. : HEE I N��_ � �� L�.NC}4C�F'E C}EI�.IL� IF:CG�:C�����,�Y C�ESIC--i� HYC�F:�,l�1Ll� � ENGINEEF: EN�-INEEF: ► ::���� � � (�� � l I�' I . I : " � I �: I•' I . �� :������ � ► f � i � '� • „ ,� � ���1�� I" 1'�. I ��. I . I � I I ���. '� � l'� � � I•' I . '� . �� � � �� • �. ,� . + 3" PLANTING BED 1RENCH EDGING NOTE: i. 1RENCH EDGE SHALL BE Lt?CATED BETVYEEN PLANTING BEO AND ALL IURF OR NATIVE GRASS AREAS. 2. TRENCH EDGE SHALL BE CONSTRUCTED ALONG ALL HARDSCAPE AREAS FOR SIMILAR COND{TiON. 3. MAINTAIN POSlTIVE QRAINAGE IN AlL PLANTING BEDS. 4. SEE PLANT SCHEDULE FOR TYPE OF �IULCN. �' � : M ' � t COMPLETELY REMOVE GONTAINER OR BURLAP AND LIGHTLY SCARIFY ROOT MASS SET SNRUB MIN. 1° ABOiIE FINISN GRADE � FINISH GRAQE � � `_�: � �, � r. � � SECTiON SI^�Al.E: 1'=1'-0' ( �— SET SHRUB PLUMB REDUCE TYPICAL 3" MULCN DEPTH SURROUNDING W40DY STEM TO 2" DEEP MULCH 3" QEPTii r- � � �AV�_ �.�' `r y � -�; �` ' PLANTING MIX 6ACKFIII � .�.� � . . � � . :� ���;��. " PER SPECIFlCATIONS ��,�_� �� 4 , � � `. ` ` .. � _.�:���I I_!� �; ; COMPACT PLANTlNG M!X � ��=-�- .�:.. ` ` �: �. ; ' ,,��`?� ', � .: TO PREVENT SETfI.lNG . ` . . . . ,:. �' � ��� � LOQSEN SUBGRADE AND REM01�E ROCK AND OTHER DEBRIS , X�2 , X , X f2 , TYPICAL SHRUB PLANTI�IG SECTION sca�: � =� -o' �- N �. >- GENERAL LANDSCAPE NOTES: 1. ALL FLANT MATERIAL PRICING SHALL lNCLUDE MULCN, SED PREPARATI4N, AND STAKING. 2. ALL PLANTING BEDS SHALL RECEIVE 3" (THREE INCHES) OF MULCH. MULCN TYPE FQR PROJECT: TRIRLE SHREDDED HARDWOQD MULCH OR CURRENT TOWN STANDARD 3. PLANT MATERIAL SPACING SNOWN ON LANDSCAPE PLANS SHALL 4VERRIDE TYPICAL RLANT SPACING INDICATED ON PLANT SCHEDULE. LANDSCAPE CONTRACTOR RESPON51Bl.E FOR VERIFYING ALL PLANT SPACING AND MAKiNG MINOR FIELD ADJUSTMENTS DUE T� UTIUTY CONFLICTS. 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MUST BE MA/NTA/NED w�r.�,�. �;{� �;� UNTIL Y�C�R�/S STAND OF �'ERMANENT Gl4(XlND Ct?VER � ��� �� � lS E ABUSHED. �"��� ti �� � �� � �, � �,� � ;��^ � �,`��,, � ��. �, 1 � r �a �,�, A���, � °� � � � � `, ,, � x �`"�`�,� � �, ,<.,._ w,,.,�,���; n � s ^�Fti*p�� ��,"��,"`s�, � ��, ti� ��� •• wa �,,,...»:z �µ � �`�. � `�� � ��. y dp '�, 3` � '�`5�j, .:..»'H�� � . � 4..-� ��� �� �� � � ���"�"_.� ��; ��' � � � � ..�_ � � � � `��� � �+ � �� ..._._���_��.��_w.__:,-� �� � # wS� � "� � F� � � � . u`M'°`u .� .��� ,ol � �?m°,Aa,.._ �� 3 � .., .,....._ i � F `�.�� �� �� ,� �� ;� " � ��,. ��� „�K��� ��� � � `"�•h� � ' ��„ ,fl'�n.wn"�.a�.5d�vC. & ``"�, r�� �� � `�,.� ��'�r� ... �� � � ri:, i t 7 `�ya�v . *,�`e. ,d � � F g� d � +... ...+^.�.^,.K"...,.�..w �y,� � "�,,g �d "�+x;��� � t� �"�� � ���`�� �� � � �"''� °„e"�^�,`���.�,,�„�,�� '� ��.��. . �.�.�,..�.�� �. � �� � �,,, � "°�" �� " �,�.��� �� �` ,...-� ,�^�"�����;,� �°�`"w°�"�,,., � �� � �� � �� ����� ������ � ��_��� �� ��� ,e�.��°'����� � � _ .,,,.,„„....-� ' � '� / e`�� `�. � '�: . � F ��� � � � mm ; �x, ��� � t � � � � � �� �� Kl��il�E .. � � �; �� � -��- .�,.�� �- �� �� � ���� ��� �� � ��,r,��� � . � �� 3� � � °�, �,r �� � •,,,�? �n� �� � �� �� � �� ��..� ��_ � �� °� _ `��. r . �. � �� � �� � � r PIPE e �' �� g� � V - _ „ ., w � ��,,,......�..... M �� '+w ��F 2�X�rX3� .�-����Mm ��� sricuac eASia � �� �� � ��� �,�. Y�i���� � � � �� �� �� ��. � �, �� ��� � �� � �� � � � �R � ��� � ����� `f � � �� �� �+w.� � d ��;. — — Kimley-Horn and Associates, lnc. 3001 WESTON PARKWAY CARY, N.C. 27513 RIGHT—OF—WAY REV. CONST. REV. PRC3JECT REFERENCE NO. SHEET NC3. U 53/8 EC-15 RNV SHEET NO. RC?ADWAY DESIGN HYDItAULtCS ENGINEER ENGINEER PRELIMIN Y PL:�NS DtJ NOT U3E FO CON3TRUCTIUN TE�PORARY STREAM � �CR�SSING (6oT0�� � � � � � � � � CONSTRUCTIQN SP�CIFIC�iTIONS /. Keep c%ring ond excavotlon of t�e stream banks ond bed dnd approach sectlons to o minimum. 2. Dlvert olJ surfoce water from th+e constructlon sTte onto undlsturbed oreos od, jolning th�e streom. 3. Keep streom crossing ot rlght onq/es to ti�e streom f/ow. 4. A/�qn rood opproocf�es wlth fi�e center ilne of th�e crossing for o m�nlmum dlstonce vf 30 feet. Rolse brldge abutments ond � culvert fiiis o m�nlmum of l foot �obove tf�e� �od Joining �approoch sectlons to prevent eroslon from surfoce �runoff ond to� ollow flood flows to poss around th�e structure. he 5. Stdbl/Ize o// dlsturbed oreas subject to f/owing water, Inc/uding p/anned overf/ow oreos, wlth r1prop or other sultob/e meons lf deslgn veloelty exceeds th�e o/lowob/e for th�e in piace sol/. e e 6. Ensure ttrot byposs �h�anne/s necessdry to dewater tfae crossing slte dre stdb/e before dlvertlnq the stream. Upon comp/etlon of tl�e crossJng, fIil, compoct, ond stc�b,llze th�e byposs cix�nne/ opproprlotely. C1 C 1�'! 7. Rer�ove tempordry sfream crossinqs Imr»edlotely wh+en tl�ey are no longer needed. Restore th+e stream chonneJ to Its orlglndl cross—sectlon, ond sm�th ond opproprlately stablllze oil dlsturbed oreos. 8. Any ln—str�eam control measures must be removed upon stobl/Izotion of tl�e oreo. MAINTENANCE /nspect temporory stream crosslnqs after rUnoff producing ralns to c%eck for b/ockdge fn cl�onne/, eroslon of abutments, ci�nnei scour, rlprap olsp/ocement, or plping. Make c�ll repolrs immedlate/y to prevent furtl�er damage to tt�e lnstd/idtlon. CUARSE AGGREGATE 6" DEEP �" DIAMETER OF PIPE UR 12' WHICHEVERIS GREATER O o o•,�p�o�°�°�°�°�°�°a°o°e°,°e°v000a,, 0 0 0 0 ,T ,T, „�, ' . OOeOOOOeoeopoo�o00 O FILTER FABRIC 0000�°�°°°°°��0� aAaO��p�o� � � �ir ���T��T � T 11.._il 30" FLEXIBLE PfPE � � � � � .. � ._ � �_ ,_ . __.. L. . .. '_ _ _ .. .� ' - 25' M1N: TOP QF BANK-- ELEVATION �!�i�i��� FL�1l11 ���������i .�.I.�. .�: .I: .�.�.�. el�l�lsl I�I�IoI 1�1�1�1 'ioi;iai+i{i�i;i;i�i;i�i i STREAM CHANNEL � Ijl�l�,,��f��:�'�'r:l. o eloll�l,l PLAN � � � � s i • � .- . .- -� EARTH FILL CQVERED BY LARGE ANGULAR ROCK ?5' MIN. �TOP OF BANK � z � � � �c CC�NST RUCT lQN �'EQUENCE Cf�NSTRUCTION SPEClFICATiONS /. F/ag the work Ilmlts for profectlon. 2. Hold preconstructivn conference ot /eost one week prlor to storting construction ond lnvite NCDENR ond th�e Town. 3. Prlor to ony /ond dlsturbing llne/uding demoiltlon� act/vltles, lnstoli sllt/tree protectton fence, constructlon entra�cce, Inlet protectlon, temporary dTverslon dltct� wattles, sklmrr�r sedtm�ent basln, ond oll otl�er eroslon contro/ devlces. 4. !n occordance w/th the eroslon control pions, grade roadway.,nstQ!/ storm draln stem, ond ploce lnlet rote�ctlon at catch boslns. Pioce p c oddltlona/ w/es and stoblllze dltctaes as /ndlcated. Mordlfy slit fence piaeerrr��ent oround plpe Iniets and outlets as r�ecessory, piace sllt fence around top of culve�fi. 5. Comp/ete flna/ groding for roads ond stobl/Ize wlth gravel. 6. Bockflll oround culvert, ploce curb ond gufter ond pavement. 7. Flnlsh gr�odlng of slopes, topsoli crltico/ vreos ond permonenfly vegetafe, se�,d- ond mulch. 8. AIi graded vreas wlil be seeded, fertl/lzed and mu/ci�ed occording to NCD4T speclflcatlons to molntaln a vl9orous, dense, vegetative cover wtthln 7 to /4 days or sooner of tf�e completlon of ar� ph�ose of groding. Refer to the ground stobll,zatlon requirements onthe��daRCe on sp�eclflc oreos througl��ut tl�e pro, ject. lf work proJect cevses for thnn th�e obove r»entloned lerx�th vf tlme, oll dlsturbed areas sh�all l�ave temporory ve�etatTve ground cover estob/lsh�ed ond eroslon contro/ devlces molntolned. l0. AFTER SITE IS STABIUZED, temporory sedlment �stns, temporory dlverslans, constructlon entronces, ond construction stogIng ond materlal Qreo stockplle oreos, and �ll other eroslon control�d�vlces sf�vll be removed, restored os exlsting, ond permonently vegetated os descrlb�d In th�e molntenonce ond vegetclflve plon. Contractor must recelve permisslon by proJect tnsp�e�;�or before or�y basln �s removed. MAINT�NANCE Fol%w the constructlon s uence throughout proJect deve%pment. When chdnges !n construct�on activltles ore r�;eded, omend tl�e sequence schedvJe ln odvance to molntoln management controi. Notlflc�tlon of Lond Resources Sedlment ond Eroslon Contro! Se/f /nspectlon P�ogrom: o, The Sedlmentatlon Poi/utlon Corrtro/ Act wrrs omended In 20Q6 � to requlre tlxrt persons responslb/e for lond-dlsturb/ng octivlt/es Inspect a pro�ect ofter eoch pi�a►se of tf�e project fo moke o sure ttx�t the approved eroslon ond sedlmentatlon control pian Is � being fo/laved. Ru/es detol/ing t/�e documentotlon of these �' Inspectlons took effeet 4ctober /, 24/Q. Tiae self ;nsp �on �'i progrom Is seporate from th�e week!�y self monitorl��p rogr���om of ° the NPDES Stormwater Permlt for Constructlon Activltles. -Th�e � ' f o c u s o f t h e s e/ f I n s p e c t l o n r e p o r t l s t h � e I n s t o/ i a t l o n a n d m o l r n F e n o n c e o f e r o s l o n a n d s e d l m e n t a t l o n c o n t r o! m e a s u r e s � occording to the approv� p/on. Th�e Ins lons must be y c o n d u c t e d a t' f e r e v c h p� s e o f t h� ep r o e c t, o n d c o n t T n u e u n t! l , o p ermonerrt grvund cover !s estob/Ish�;d In accordance wlth NCGS l J 3 A- 5 4 J o n d l 5 A N C A C 4 6. C i 1 3 i. T i � e S e l f - l n spec t l o n R epo r t � form Is avalivbie as on Excel spreodsi�eet from �. l�ttp://www.dlr.enr.state.nc.us/pages/sedlmetnolton��ew.hfmi. !f� you c fawe questlons or connot occess th�e form, p/eose contact N�DENR c° Dlvls�on of Lond Resources ot 1919� 79i 4�Q0. 0 c� � � � MAINT �ENANCE PLAN b g /. Th�e Controctor shr�ll lnspect alI eroslon ond sedlmer�t control practices for stablll� ond operQtlon wlthln 24 f�ours � followl eve runoff roducln �.5" rainfoll tln a 24 hour ri ,�y peNod� �� In rto cose / ss th�on once eve week. '� r�;eded repolrs wili be mode Immedlately ��r th�e Con�ractor � to malntoln oii proctices os deslgned. Aiso�e r Natlonal Po!lutont D/sct�orge Ellminatlon System INPDESI eneral � stormwater permlt, o roin gauge must be Insfail�on s/te. � Th�e rain gauge must be kept onslte and lnas�aectlons by tf�e Contractvr must be mode ond logged t�ter every � hdlf lnch of ralnfoli ond once o w�ek. � cU 2. The Controctor shni/ remove sedlment from sedlment . o basln when storage copoel�jr ixrs been approx/mvtely 50% flile+d. Grave/ wl// be c%aned or rep/oced wtaen th�e 6�. 8 9 � sedlment pool rro longer drolns properly. �' 3. Th�e eontroctor sl�vll remove sedlrraent from behlnd slit fence when It b�orries 0.5 feet deep ot ti�e fen�ce. STIt fence wlll be repolred os necessary to mo�ntoln a barrler. o-.�,, ac 4. The Contractor siao/1 fertlitze, reseed as ne�cessory, on� a � N � mulch o!i seeded o�eos occording to speclflcotlons In thre vegetat�ve plan fo malntoln a vlgorous, dense vegetative cover. 5. The Cont� actor must Inspect o!l outlets where stormwater r noff ewes th�e slte ond evoluate th�e effect on near� st�eams or wet/onds. Correctlue octlon must be token l serllment Is deposTted off slte vr Jnto sfre+�rm or wet/ond, or causes o vls�b/e lncreose ln turb�dlty of any waterbody. 6. Ttre Cvntroctor shni/ pr�lde ground cover on exposed siopes or oti�er areos wlthln the tlmefrome speflcled In th�e stobl/Izatlon tab/e or sooner of compietlon of any pt�ase of groding. E R0�1�1� �'C�NT ROL D� T AlL S GRASS-LIN�D CHANNEL.S ��.3C�> CONSTRUCTI�N SPECIFIGATIONS l. Remave a// trc;e�s, brust� stumps, ond other ab jectlona►b/e materld! from the foundotlon ar�r and dlspose of properly. 2. Excavate the ch�onnel vnd s/�a►pe It to neat ltnes ond dlmenslons slaown on t!� plans pius o �.2 ft overcut around the ch�onne/ perlm�eter to o1/ow for lwiktng during seedbed preporotlons ond sod bulidup. 3. Remove ond properly drspase of oii excess soll so ttx�t surfoce woter mc�y en�er th�e chr�nnel free/y. mcy 4. Th�e procedure used to estab/Ish grass !n the eh�a►nne/ wl// depend upon th�e severlty of the condltlons and se%tion of specles. Protect th�e ch�onnei wlth mulch or o temporory llner sufflcient to wlfhstond onticlpated' veloclfles during tl�e estobllshment period. MAlNTENANCE During the �s�ob/lshment perlod, ch�eck grass iined chdnn�eis c�ter every ralnfo/% After gross Is estobilsh�ed,perlodlco//y c�k th�e ch�nnel; ch�eck It after every i�°avY rolnfall event. lmrr�edlote/y moke repolrs. /t Is particulorly lmpottant to ct�ck th�e c%onr�el oul�let ond oiJ road cross/ngs for bonk stoblilty ond �lden�ce of plping or scour h�o%s. Rerr�ve oi/ slgnlflcar�t sedi�nt occumu/at�ons to molntoln the desTgned corrylng copoclty. Keep tfae gross In a h�ealthy, vlgvrous condltlon of olI tlmes, slnce It Is th� prlmory ervslon protectlon for th�e ct�nr�e% V EGET AT lV E PLAN l NCDENR 6.l1� SEEDiNG SCHEDULE Si�oulders, Slde Dltch�es, S/opes l3:11 �Dofe Type Pionting Rafe Aug. l5 Nov, l Toll Fescue 250 /bs✓ocre �lov. l-Mar. ! Tall Fescue 250 Ibs./acre & Abruzzl Rye 25 Ibs✓ocre �lar. i qpr. i5 Toll Fescue 25C1 /bs./acre A;pr. l5 Jun. I5 �lulled Common Bermudagross l2 /bs./acre Jun. i5 Aug. i5 Toll Fescue 25� ibs✓acre � �c Browntop MIllet *�� 35 ibs✓acre • or Sorgh�um : Sudan Hybrlds ��� 30 Ibs✓ocre , . S/opes 13:i to 2:11 �lar. l J'un. l Serlceo� pedezo lscarlfl�l 54 /bs./acre eo tMor. l qpr. l5i Add Tall Fescue 250 /bs./ocre lMor, l Jun. 30I or �d Weeping Lovegrass 5 ibs✓ocre lMor. l Jun.30I or Add Hulled Common Bermudvgtass 8/bs✓acre Jun. ! Sep. J Tvll Fescue �_� 25C1 Ibs✓ocre � & Browntop Mll/et x=* 35 /bs✓acre or Sorgt�um-Sudon Hybrlds ��= 30 /bs✓acre Sep. l-Mar. I Serlc+ea Lespedezo - �uni�ulled--unscarlfled1 70 !bs✓ocre � TQlI Fescue 250 /bs✓ocre lNov. i Mor.l� Add Abruzzl Rye 25 /bs✓ocre . Consulf Conser.vativn Englneer or Soll Conservatlon Setvlce for vddltlonol lnformatlon concernlrx,� other olternatives for vegetatlon of denude� or�rs. The abv�re veqetc�lon rates a►re t h o s e w h l c h d o w e l l u n d e r l o c o i c o n d l t t o n s: o t l a e r s e e d i n g r a t e combinatlons ore posslble. . ��� Temporory .- Reseed according to optlmum seoson for deslred permonent vegefiatlon. Da not ol%w temporary cover to �row ove� i2 Inches �In helght before mowing, otlaerwlse, feseve l�Q�/ � Sll�'d� 0�'. GROUND ST ABILIZAT l�N REQUIREMENT �' Cont�octor shrili stabl/lze ltemporory or permonent� ali dlsturbed rrreos wlthln 7 or 14 days of ferminatlon of grodlnq operaflons per tlae following guldll�s. Perlmeter dlkes, swo%s, dltciaes ond slopes- 7 days Hlgh Quoil�y Woter Zones- 7 days Slop�es 2:l or steeper- 7 days Slopes be�rveen 2:l and 3:l greater thrrn lCl' ln iength- 7 days S/ ope s b e t w e e n 2. l o n d 3: i l e s s t h r� n l �' l n / engt h- l 4 day s hr Slopes be�ween 3:l ond 4:/ /ess thr�n 50' tn length=l4 d s hr ay Slopes be�ween 3:l ond 4:1 qreoter th�on 50' In iength- 7 days Siopers flvtter th�on 4:!- i4 days �1 �� 3� � �J 61 7� SEED/NG SPECIFiCATI�NS After rough groding ts comp/et�, t1/I soll 1n oreos to be seeded and plor�ted to a depth .of slx lnches. �Ipply ogrlculturol llme, fertlilzer, ond superphosphrrtte fo dlsturbed area�s to be vegetated. 90 Jbs. llmestone/IOQO sq. ft. l2 tons/ocrel 35 /bs. lQ-l0-i0 fertlilzer/1� sq. ft. f1540 ihs/ocrei 40 /bs. 54% superphospiaate/1000 sq. ft.11750 ibs/ocre� at �lsk nutrlents into so!/ to cr depth of slx Inch�es untl! surf�ce ts unit'orm ond free of /orge dlrt c%ds. Seecling perma►r�ent gross. 3.� lbs. KY 3/ tall fescue/l000 sq. ft. �I30 /bs✓ocre� during February l5 through May 15 or August l5 thraugh N�rember l5. -C�R- 3.0 /bs. KY 3/ toll fescue and 2.0 /bs. onnual ryegross/i000 sq. ft. during November /5 through February l5. Muich seeded a�ea wlth smail groln stra►w at �Q /bs/1OC10 sq. ft. f2 tons/ocrel. Spreod unlformly. qpproxlmatelyff� of grcwnd surfoce should be vlslb/e to avold b/ocking sunllgh� to se�dllnqs. On oreos where the ground surface equols or exce;�ds o 3:i s/ope, ond ln tlae lmrerts af ol1 dralna ge swo%s, toek muich wlth as phr�lt emulsion r� at o rate of 450 gollons emulslon per ocre of strow. M u l c h o r o u n d s h r� b b e t y o n d t r e e s w r f h p l n e s t r a w t o d e p t h of 3 lnci�es. Temporory cover l.a ibs. brown top mlllet/iOQ� sq. ft. May through August 25. -OR- l.0 ib�. onnuo/ ryegross/I�00 sq. ft. August 25 through �prll. i Kimley-Horn and Associates, Inc. 3001 WESTON PARKWAY CARY, N.C. 27513 RIGHT-OF-WAY REV. CONST. REV. T OPSOiLIN� 16.04� CONSTRUCTION SPECIFICATIONS MATERlALS Determine whether thre quall�y ond quarrtl�y ot' avolloble topsoli justTfles se%tive hdndling. Quallty topsoll �as the fol%wing ch�orocterlstics: Texture - loom, sondy loom, and sl/t /oam ore best; sandy c/ay loam, s!/�jr c%y loom, c%y /oom, ond loomy sond ore falr. Do not use hecrvvy c%y and orgonlc solJs sueh os peat or muck as topsoll. y Orgonlc motter contenf - tsornetlmes refer�ed to as "humlc molter"1 shou/d be r � e o� �t greoter thr�n !.5% by welght. r Acldl� - H should be greoter thnn 3.6 before llming, and llmlr� Is requlred lf It Is Iess �hdn 6.0. Soluble salts - si�ould be /ess th�on 540 ppm. Sodlum - sodlum odsorptlon rat�o s/�u/d be /ess thr�n /2. r The depth of materlo/ meeting th�e above quo/tflcotlons si�ou/d be at leost 2 Inci�es. Svli factors such as rock fragments, slope, depth ta woter tobie, a�nd layer thlckness affect th�e eose of excovatlon and spreoding o�' topsoll. Getreroiiy , th�e upper part of ti�e so11, whlch !s rlchest� ln organtc ma�ter, /s most deslroble; ixawever, materlo/ excavated from deeper /ayers may be worth storing If lt m�ets the other crlterlo ltsted above. Organlc solls such as mucks and peats do �t make good tvpsoll. Th�ey con be tdentlfTed by th�etr extremely l�ght weigh� wh�en dry. e STR/PPiNG Strlp topsoll only from those arevs tiaat wlil be dtsturberl by excwotlon, fllling, ot roadbul/dtrrg, or eompoct/on by �qulpmer�t. A 4 to 6-lnch strlppfng depth Is common, but depth vat�les dependt on the slte. Determine depth of strl�ping by toking soI/ cvres afi several locot�ns wTthln eoch orea to be strlppe+d. Topsoli depth generolly vorles o%ng o gradlent from hilltop to toe of th�e slope. Put sedlmet�t boslns, dlverslons, and oth�er controls lnfo ploce before strlpplrrg. t e ST�CKPIUN� Selec�` stockp�le /oeatlon to avotd slopes ond na►turo/ drolnageways, avoidlnq traft'lc routes. Dn /orge sltes, respreoding /s eosler ond more econom/co! when to�psol/ /s stockplled In smu// pI/es located near a►reos where they wl// be used. All stockplle oreas used sh�o/! be stoblNzed wlth sllt fence ond se�ded. Sedlment borrlers - Use sedlment fences or oth�er bar�iers wf�ere r�ecessory to �etoln sedlmsnt. R�P RAP �6e�5� CONSTRUCTION SPECIFICATiQNS S ubg r o d e P r epv r a t l o n - P r epo r e t h � e s ubg r o d e f o r r lp r ap o n d f l i t e r t o t h � e req u J r e d llnes ond rades s/x7wn vn the p/ans. Compact or�y fIII r ulred In th�e subgrade to o densl�ji op� roxlmatlng tiaot of th+e surroundtng undls�urbed materlo/ or overfill depresslons wlth rlprap. Rerrrove brust� trees, stunrp on� other ob� rectlond/ m a t e r l a i. C u t t h � e s ubg► r o d e s u f f l c l e n t ly d e ep t h d t t h �� f l n l s i a e a' g r a d e o f t l a e r lp r ap w! i l b e a t t h+ e e% v a t l o n o f t f a e s u r r o u n d i n g o r� o. C h� a n n e i s s h c w i d b e e x c a v a t e d s u f f l c% n t l y t o o l l o w p i a c e m e n t o f t h e rl p ra p �n o manner such tlxit the fln�sh�d lnslde dlmens�ons and grode of t/ae rlp�op meet deslgn speclflcatlons. Sond ond gravel fllter b/onket - Ploce th�e fliter b/anket tmmed/ate/y after the ground foundatlon Is pre-por�. For grav% spreod fllfer stor� lR o unlform lcr�rer to the speclfted depth. Where more th�n Qne /ayer of fllter materlo� Is used, spr�d t�e layers wlth min/mo/ mlxing. S� ynth�etic fliter fobrlc - P/oce the c%th fllter dtrectly on tf�e prepared foundatlon. �ver/op the edges by at ieost /2 lnches, ond space anch�or pins every 3 ft o%ng tiae overlop. 8ury the upstream end of the c%th o minlmum at' i2 Inctaes be/av gt�ound ond where r�ecessory, bury th�e iower end of tf� c%th or overlap wlth tf�e e rrext se�filon os requlred. Toke core not tv domage t�he clofh wh�en piacing rlprap. lf domoge occurs rem�vve th�e rlprap ond repalr th�e she�et by odding onother layer of fl/ter materlo/ wlth cr minlmum over/op of /2 lnches oround the damaged oreo. lf e�enslve domage ls suspected, remove and replace th�e entlre sh�t. Wh�ere large stones ore used ar machtne p/acement Is dlfflcu/t, 0 4; Inch /ayer of flne grwei or sand moy be needed to protect the fllter c%th. Stvne P/acen�nt - P/acement of rl� ro� slaou/d follow Tmmediat�e/y after p/ocement of the fllter. Ploee r�lprap so thdt If forms a dense, weil raded mass of stor� wlth o m1nlmum of volds. The deslred dlsb�lbutivn of stones�hrougi�ou�` tf�e muss may be obtolned by se%tive /ood�ng at the quarry ond contro/%d dumping during flna/ p/ocement. P/ace rlprop fo lts fui/ thlckness ln one operotlon. Do not p�oce rlprap by dumplrt� through ciautes or other m�efh�ds fh�t cause segreqotlon of stone slzes. Toke core not to dIs/odge the underly�ng base or fl/ter wi�en p/ocing th�e stones. Ti�e flnlsh�ed siope shnuld � free of pockets of smoli stone or clusters of lorge stones. Hand placlng may be rn�c:essary to ochleve the proper dlstrlbuflon of stone slzes to prod-uee a relative/y smooth, untt'orm surfoce. The flnlsi�+d grade of th�e rlp rop sianu/d b/end wJth ff�e surraunding area. No overfoll or protruslan of r/prap st�ould be opporent. MA/NTENANCE lnspaeet ch�onne/s at regu/oF Intervols as well os after ma-Ior ralns, ond moke repulrs prv�inpt/y. Glve speclo/ attentlon to th�e �,rt/et ond ln/et s�ctlons ond ofh�r lnts wh�ere concenfrated flow enters. Corefully c%k stability at road crossl� and /ook for lndlcatlons of plplr �, scour h�o%s, or bonk fol/ures. Moke repolrs Immedlate/y. M�►Intoln al! vege�atlon od jacent to the ci�nne/ In o iaea/thy. v1 orous cvndltlon to protect th�e area from eroslvn vnd scour du�l aut-of-bank e f�v. Corrtro! vf weed ond brush growth may be nc;eded In some locrn�ons. PROJECT REFERENCE Nt�. SHEET NO. U-53/8 EC-l6 R1W SHEET NO. RC3ADWAY DESIGN HYDRAULICS ENGINEER ENGWEER PRELII�IN Y lPL�l.NS DO NUT USE FO CONSTRUCTION Temporory seeding - Protect topsoli stockplles temporarl/y seedlng os soon os posslble, no more than 3D working days or I�0 colendar days at�ter th�e fvrmatlon of th�e stockplle. Permonent vegetotlon -/f stockplles wl/1 r�t be used wlthln /2 months tt�ey must be stabl/lzed wlth permonent veg►etatlon to control eroslon and weed growtJ� SITE PREPARATION Before spreoding topsotl, estobllsh eroslon ond sedlmentatlon control proctices such os dlverslons, berms, dlkes, waterways, and sedlment boslns. Grading - Malntoin grodes on the oreus fo be topsolled aecording to the opproved p/an vnd do not aiter th�em by odding topsoll. Uming of subsol/ - Wh�ere tiae pN of tfae extstlnq subsoii !s 6.0 or /ess, or the e e sol/ 1s com ed of ciays, t�corporate ogrlculturo/ /Im�stone ln amounts recommen�� by sa1! t�e �Y or speclfled for th�e seeding ml�ure to be used. lncot�porate llme to o depth of ot leost 2 lnches l� dlsking. Rou�h�ening - immedlately prlor to spreoding the topsoll. loosen the subqrode ��dlsklng or scarlfylng to o depth of at leost 4 lncl�es, to ensure bonding of topsol/ ond subsol/. If no omendments txrve been Incorporated, loasen the soil fo o depth of at least 6 tnches before spreading topso,l. SPREADING TOPSOIL Do not s� reod topsol/ whlie It Is frozen or muddy or when subgrode ls wet or frozen. Correct ot� Irregu/orltles ln ti�e surfoce thr�t resuJt from topsolling or other ope�atlons to pr�enf th�e formoflon of depresslons or water pockets. Compoct the topsol/ enough to ensure good contdct wlth the underly Ing soll, 1wt avold excess/ve cor»poctlon, os It Incr�ses runoff and Tnhtblts seed erm�natlon. Ught pocking wlth o rolier Is re�ccommended wf�ere 0 gh-malntenance turf !s to be estoblls�ed. ed On slopes ond oreo►s tl�t wtll not be rr�owed, the surfoce may be left rough after spreodl topsoll. A dlsk moy be used to promote bor�ding at th�e lnterfoce e befween topsol and subsol/. After to.pso1/ oppllcatlon, follow procedure for seedbed preparatlon, taking core to ovold excesstve m/xing of top�oll Ir�to the subsoll. LAND GRADING �6eQ2) CONSTRUCTION SPE�IFICATlON5 l. Construcf ond molntoln oll eroslon ond sedlmentotlon contro! proctices ond merrsures in accordonce wlth tiae appr�ed sedlmentaflon control plan ond e constructlon sct�edule. 2. Remove good to p soll from areos to be grod� and fI!led, and preserve I t t' o r u s e I n f l n l s h i n g t l a e g r o d ing o f a l l c r l t l c o/ a r e o s. 3. Scorlfy areas tv be fopsolled to o mtnlmum depth of 2 lnch�es before p/ocing topsoll. 4. e%r and grub oreos to be fl/le+d to remove trees, ve�etatlon, roots, or oth�er obJectlonab/e r�aterloi tixr� wouid �fect th�e p/onned stoblllty of fih�e fIll. 5. Ensure ti�at fI!l mc7tterioJ Is free of brusl� rubblst� rocks, logs, stumps, buliding debrls. ond oth�er mvterlaJs Inoppropr/ate for constructing sto6/e fl//s. &. P/ace oll flll ln /vyers not to exceed 9 lnctaes In thlckness, ond compoct the /ayers os requlred to reduee eros/on, s/ippoge, seftle�nt, or ot�r related prob/ems. 7. Do r�ot Incorporate t'rozen materto! or soft or hlghly cvmpresslble mateFta/s lnto flll s/opes. 8. Do not ploce flll on o fro.zen foundatlon, due to posslb/e subsldence ond sIIPPo9e• 9. Keep olverslons ond oth�er water conveyonce �osures free of sedlment durtng oll phr�ses of deve%pment. /t7. Hond/e seeps or springs encountered during construetlon /n occordonce wlth opproved meth�c/s. ll. Pe�monently stablllze ail groded oreos lmmedlafei�y after flno/ groding is comp/eted on eoch oreo In t%e groding p/on., �piy temporory sfablllzatlon measures on oli groded or�s when work ls �a be Interru ted or de/ ed for l5 working days or longer. p � l2. Si�ow topsoll stockpl/es, borrow areos, ond spo�J oreas on t/�e p/ons. ond rrtoke sure thry vre adequate/y pt-otected from eroslon. Include flnoi sta►blllzotlon of th�ese areas In the plon. MA/NiENANCE Perlodlcoily chreck aii groded oreos ond th�e supporting eroslon and sedtmentatlon controi procttces, especlol/y after h��avY rolnfoils. Promptly rem�re ail sedlment from dlverslon ond oti�er wvoter dlsposQl procfices. lf wosh�outs or breoks occur, repotr them lmmedlate/y. Prompt molntenonce of smo// eroded areos before t/�ey became s1gnlflcont u/Iles ls on essentloi port of on effeetive eroslon ond se�dlmentotlon con�ro/ plon.. Z � c/i �u � O� ,•,I d � c� � � � � � c a Q -� 0 U � 0 � 3 O � � � � 1 � c� � N O � d � � � N O N N TEMPORARY �HE�K DAM DETAIL 16.831 �E dams f� 6e 1n�r�lled as indlaob�d an pran ar Pf qrada !s aleepe�r Per' P1an ddartl. (.1QNSI'ftUC'l7�OJV SPECIflCATi�XS � P�a�+rane i� tl� /lr�eus ond d/me�►lsla�s �own in � p�lon an a fIll�ar fabric 2 Keep tl�e ctir�r alane s�edian a� lea�t 9 Incnes be�low nahurai �raund leval wl�re tl�e dom ad�ts the �lianr�e�t bo��� STONE fOR Ef�OSInN 3. Exl�d alqne at /eaai'!5 ft,�yq�� tl� dllah bvn�ka i+� k�jri drarflow wul+ar �ta0lVTfiiOt.CLASS 8 fnan c�tl� anorn�d the av�ds a�' f�he cahear dam, + '4r Sl�6/�OG'lIIQ bE%M+bEli/ l1011lS �0 OS.� libl'flb �IEYOI�'Qlt tl%� 1� d` 1% ION�#Y �lOm ts th� mme as t!� fr�e �vallon af the �p�r dumx ?,ys� �� .5. Pcd�d' tl�s dxmr�er downs�troam from tb /av�ast aheck doin: taan�s/de�rltK/ : F 1Aot wal�r wlli fkw over� ond oro�n�d tla d�rn ��ak� suro �hnt thQ �h�anne�l reaah abaro f�e mr�st up�eOm dom /a aM�►bVa �d� d n� �r ��� � or aocxa�fr�O � �afa�e►� � Ser.�lan A A AIA�NTENANCE lnsp�d� cheak dams ond d�amv�ls far dama,� �l`'f�r eadi runaff ev�nt. L� The d/a�or�oa a+uali �Iat;poVt�ts AnNclp�b audt�a+�erae and dejaasllNan abwe the c�lieck dom ond era�s/ar A ond B are � equ�t e�e�arian fra» N fkwe a�r�d the edq�s of t/a don�. Gbrr+sat all d� l��y . ��� �, ��� rs botw�een dam�►Jn�Mil o prol+ar.�e rlprop Ane�r (n � e �Irr � Ramovh aedtmer�t ancumu�obd balirnr! tha doms a►s needad f� prevanr `���`��"l7 doma� fo danr►�l v�+etatlon:o/law ti�r chan�ne�i �v draln �t!� 1// �%j afana ofiack dam�ond prerani� lor� fiowe ft�am aotrytn9��edlmenf o�ar the ���� � 1��� `'�?Tr._._.,._ dan� Add sla�ss fa dc�s os nee�ded fn nalnrriln d�stgn he�►g/tond cress sed�lara ��� � �� - Fa�lc —. '�'� /.y MINIMUM 10 �INE WIRES 8'-0" MAXIMUM VARIABI.E AS DIRECTED BY THE ENGINEER ��� II ii� i.� I I � -- ��-11 1=11= NOTE: USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN FRONT VIEW STEEL POST WOVEN WIRE FABRIC SILT FENCE FABRIC o � � � FILL SLOPE ..r� � N Z � �� # N rl;•3�;��':: .• AREAS OF CONCENTRATED F�C}W. "� �'�.���::�.. GRADE 6" MINIMUM COVER � OVER SKIRT �k 0 � ANCHOR SKIRT AS `y DIRECTED BY ENGINEER �k SIDE VIEW STAND.A.RD TEMPOR.ARY SILT FENCE BL(JCK AND GRAVEL INLET PRUTECTIC�N (6.52� NOTES: 12�j� GAUGE >iATE WIRES E�?C�SIC�IV CQNT RC�L L?ET AILS �k FOR REPAIR DF SILT FENCE FAILURES USE REINFORCED SILT FENCE OUTLET DETAIL !. Use b/ack and gravei /n/efi pratectlon when tnlet ts at extsting pr�vem�ent Jawtl�s. DEWATERiNG Z Use biock & g�ave/ devlc�e or aYx�epfobte ott+ernr�ttve over grate G'DNCRETE BLDCK droln h�o%s. Ct1NSTRUCTION SPECIFICATI�NS b � �� �� �� i. Lay aae b/o�ck on er�ch slde of' the structure on tts s/de /n � • _ . ' . � : :: ., •.' � • • the b�tJcan row to allav paol drolrna,�. The famrlotlan should � �•. �'' °� be exaavated at leost 2 tn�ches betow the cresfi af tl�e sl�rm drol� � � �•.., ••, �� �•57 WASHED STONE P/ot�e the ba!'l�vm row af bluckS a�olnst fhe edg+e of the a� � '� �$ slr� m droln for lo�era/ support ond �a avo/d woshaats wi�n � - '"� Q ae�flow accurs.If neede�d. give /ahev�al support f� suGseqc�rt rows bY P�ocing ?�4 wood stvds th�cwg►h b/ock qpeMngs. ..... � r•� �• •�• ••�• O �� � ?�. Corefully f�t iwrdware cloth or c�omporoble wlre m�sh wlth ° • O /2 Incit open►ings ov� a/t b/ock opertings �► hoJd grave/ ln p,la� d � • o �""``'� 3. Use c%on QrweV,3/ to %2 Inch dlam�r,p/a!�e�d 2 � V V ��� Inci�s be%w the o�' the biack on o 2� sl or floli�r ar�d ./'� � smooth �t ia on ev�g�ad� Use lJC1T •5T wa � s� "-`'`` ��' ° moo a 4. The strucfvre slxl// be tnspeci�ed affier ench roln onr/ repoJrs ���•oO°� p °• mdde as nee�dded. ----_..._ --�-�-- .--�--,.,,,, n 5. Ser/lment sia/i be renaved ond the trop rest+ored to /ts orlqlno! �._...�-- dlmen�slons when the sedTmsnt i�rrs a�aaum�ulaf�ed t+o % the deslgn cr depth of the troa Re�r�ared secllm�rrt stall be depas� ln a 2i SLOPE, GRAVEL FILTER su�tob/e Qreo ond ln s�ur:h o nx1nner ti�fi lt wlli rwt �od� 6. Struu�cttures sholl be remnved or�d the areo sfob111zed wlx�n tt� re�»o/n/ng drolno�e oreo fws hsen proper/y stoblltzed. W/RE SCREEN 8 n0 7. Na 57 sfione s�ill be potd for at the aa�troct untt prJce per TEMP4RARY SEDIMENT �irr 'Sedlmerrt Controi .S�/+arae'. POOL DEWATER/NG . . � � • • J .'� . •� / . . �' • f .• . �.� �: s � : � . . 1., .. � _ f� _ :: ``� V _ .`: -a� .•• �. r. .� ••:: •--•• p MIJ�. 2' MAX. ..,3�'+ • � I IU SED/MENT � /6' � v vm H� --1 Df! �O ro-n�rr� � Z aa -�-� =a'�nym v = � O V z�,ai---n ��AA �� (!� F"0 I 0 z � 3� C m mZ r� H a= �D °'� z C D � � -� ° M �D z� H Z � � '11 � � Z n m ,'► , .. � • ��.. . s`,�"r'; , .�, ��, ., �., �,,, ..,. ;� ��� �-�- , ., , -, �,. : . . �- , {�- � �'. ,` '�' �S . � .ti..; � � � ,., ;,'i. � ,. �-;..' -, � ;� ', � : . ''���'?;•',' ' •.�'±;�''. 2" - 3" STONE ( CL 'A` 8 IN, MIN. DEPTH VA,RIOUS LINING CUNSTRUCTI4N SPECIFICATI(JNS ov�e lop Joln strlp�s by onchoring ond overlopping. In chonne/s, roll o�ut strlpks of ne�ting paraile! i� the directlon o�' flow ond aver fhe pral�actNe m�u/ch� CONSTRUC7"!ON SPEGIFICATIONS SYNTHEI'lC ROV/NG Us�e Nath Am�rtaon G�een PS 30�Q permon�rrt eroslon corrtrol mottlr�g �NSTALLATiON 4F NET7'ING AND MATTING or equlvo/ent prod�t oppraed by englnee�. Sy�he�tc rov/ng ls waund irrh� o cy!ln�drlcoi p�►cka�e so tl�►t lt can be Products de�sJgner! to aartroi erasion sh�auJd be lnstol%d in a�,�rdance a�tlnucwsly wlthdrown from the c�eM�r usJng! o a�esse�d otr eJecfior wlth maix�fa�ctur�'s Instructlons. Any mat or bionkgt-�yps prodcrd� used Rovin�► expon�ris lMn o mr�t ot' 9ioss f/bet's os �t c+w�'octs the soll surfoc� os o/aro�ctive muich sho�uld prov/de c�over af at ler�st 30% of the ft is aft�n us�ed aer o sfraw mulcl�b�ut must stlii be tocked wlth asp/att. ��°°s wh�ere lt Is appiled. lnstallatlon ls Illustraf+�d below. Spreod raing unlform/y over the oreo cr� o rate of 025 to 0.35 !. q,Aoly itm� fertlllz� arx! seed before loying the nef ar mat, t� Jb/sq yd. Anchor wlth asptwlt lmrnadiof�ly afi�er appHcdtio�, at o open-wewe n�lttnq ls us�d. lTme mdy be lnaa�p�roted before insfiolling rahe af 454 go/%ns psr acre: �� the n�i` and fertlltzer and sesd sprayed on afterward. ae As a clwnnei ilning. ond at other sli�s af aa�errtrated flow. the raing 2 Stort laying the nefi from the tap af the ctKtnne/ oF s/�pe ond unroii It mdt m�ust be further oncl�ed to pravent undermlMng. it nay be s�ecurea► down the grad� A!lav n�►ting in !ay loossly on the svJi b�ut wlthart wlth stvkes p�ocad at IM+ervols no gre�afer tf�nn /0 t't o/ong the wrink/es do not sfire�`c/x no droliwg�eway, ond rondomiy tirouglaart !�s w/dti� but nat mnre thr�n 10 ft oport. As on qt�lon to stvking, the roving can be burled to a 3. To s�ecure ths net. bury the upks/ope end !�a o s/ot vr trench no /ess dep�h of 5 Inche�s at tf� upgrode end o�x/ at Infervols o� 50 ft o%ng thnn 6 lnecfies dee,o� vaver wlth sol/. ond tomp flrmly. Stop/e the nett the length o�' the chvnrte% every !2 lnch�s a�crass the fi�p enr/ orrd every 3 ft o�o�uurad the ed�s and botton� Where 2 strlp�s ofi` net ore !o/d stde by sld�the adJaQer►t NETS AND MATS edge�s sfauld be aerlop�ed 3 ln�che�s ond stopler! tog�fiher. Euch strlp �' ne�ting shauld also be stvpJed down the osrrte�r. every 3 ft. Nefis o/aae generolly pralde l!'ltle mWsfiu�e aonservatlon benet'l�s and Da no�� str� the net when oppiying stop/es. oMy ilml�d eraslon pratectlon. Ti�ere�'or�, they ore usuoliy used Jn c�onJun�i`lon wlth on orgoMc mulch such os sfrow. 4. To Joln iwo strtp�s, cut o tren�c% f�o an�c/a;r the en�d af the new nefi. Ove�lap th�e end o�' the prev/a�s roll l8 !nc%�s, os shvwn b�e%w, ond bel Exaept wf�en wovd fiber slu�ry Is u�d, n�ttln� s/buld oiways be stop/e every /2 tnchess Just below the ancfbr slat. instvlled aer the muich Woa! flber moy be spra�red ort �p ot' on MAINTENANCE lnstviled ne�`. Atats. lncluding °excels/or" lwood flberl �onkets, ore cx�s/derad l�P�"�` oil �ulches periaiicaJly, onri aftt�err rolnsfiorms tn che�ck for rl!l chec prrn►�ctive muiches on�d moy be used o%r� on erodlb/e sWis. on�! eraslor� dlsfoaotJor� or faPlura Where erostort ls obvserved, apply du�ing all tlr�aes �' the yeor. Piooe the motting !n fJrm c�fioct wlth °ddition�ol muleh� tf wosiaut o�aurs, repolr the slope grad� �es�es�, the sa/t ond stopre sacure/y, ond relnstall �lch CorrtJnc� lnspecttons �ntil vegefivtlon Is flrmly establlsl�ed. ge � � Kimley-Harn and Associates, Inc. 3001 WEST4N PARKWAY CARY, N.C. 27513 RIGHT-OF-WAY REV. CONST. REV. PROJECT REFERENCE NO. U 53/8 RlW SHEET NO. RQADWAY DESIGN ENGINEER SHEET N{?. EC°!7 HYDRAULICS ENGINEER PRELIA�IIN Y P'L.A.N5 DO NOT USE Ft3 CUNSTR.UCTION NOTES: 1. PRaVIDE TURNING RADIUS SUFFICIENT TO ACC�MM(}DATE LARGE TRUCKS. 2. LOCATE.ENTRANCE(S} TO PROVIDE FOR UTILTZATION BY ALL CQNSTRUCTION VEHICIfS. 3. MUST BE MAINTAINED IN A CONDTTION WHICH WILL PREVENT TRACKING OR DIRECT FLOW 4F MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. 4. ANY MATERIAL TRACKED ONT4 TNE R4ADWAY MUST BE CLEANED UP IMMEDIATELY. 5, LOCATE GRAVEL CONSTRUCTI4N ENTRANCE AT ALL POINTS 4F INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. fi. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER. 7, USE CLASS `A' STONE 4R OTHER CDARSE"AGGREGATE APPROVED BY THE ENGINEER. NOTE: PLACE FILTER FABRIG BENEATH STONE P,EINFORCED SILT FENCE C)UTLET DETAIL z o� H} ,� `t Ha�U o��=z w QU��H � CJ�1—�C:1,_Wj �o�a z ,j°c ~ H o. o , w 0 W Z � Q o � � Z z W W � Q o H � � o � z � F�- �i �z t7 C/� �i.� N J J C� W"��,' ' Q � � 1607. ELEVATtON NOTCH AND FOLD � FABRIC OVER HORIZONTAL POST ; 00 � � FLOW - 8" ,�57 WASHED � STONE STEEL POST WO VEN WI RE FABR1 C HORIZONTAL POST SILT �ENCE FABRIC 2 � � CLASS '8' RIP RAP (TYP} SECTI4N NOTES & MAINTENANCE 1. INSTALL StLT FENCE PER 5TD. StLT FENCE DETAIL.. 2. lNSPECT REINFORCED StLT FENCE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUI RED REPAI RS I MMEDI A TEL Y. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVJDE ADEQUATE STCIRAGE VOLUME FOR THE NEXT RAIN AND i0 ENSURE S TONE F1 L TER I S FUNCTIONI NG PROPERL Y. 4. LOCATE REINFORCED OUTLET A T LOW POfNTS OF SILT FENCE. 5. REMOVE R!P RAP ST4NE CAREFULLY AND ENSURE SI�T FENCE IS NOT TORN. REPLACE ANY TORN SECTIONS. z � t/3 � � 1�7� � 0 Ca � ,�1 � j �J �V � � 4 C,� � � � 3 � � � � � I � N N O � `C� � � ,C , �1' N � N N � � � •� �) �� � � � � � WI � � �i �� cr � f- F"' Q O v 1-- 0 � w W N Z W 0 � H m � W J H z W � m .-. ' � � m � � � � � I,L1 N •� ia- � r tIJ Z e� '"� , r � y T W W H N �S . 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