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Home My WebLink About20190529 Ver 1_East Vineyard - Clay County - Design Permit Plans (Final)_20190425. � LAYCOUN ;Y .—�" . t ,� � ,� � ' � � . � .\ �Q / _ � 64 � PROJECT � LOCA710N � _� ,� - �. � � il6> d��M S�hoOting _ t' • uae 1'r C ree k � � '� VICINiTY MAP � w � � � � � � u w � T C > �i� N O Ol • � / � u i T � O � 3 0 O 0 a v � ro L O T 0 C � �• N GRAPHIC SCALES n � o U �� ,�.5 a �� a +� �O � PLAE�[5 Q"' ��4� � �o zs o so ioc o LQ �o co�q � PROFILE (HORIZONiALj a� `�L O 2.S D iO N L � L Q,�Oo PROFII.E (VERTICAI.} ouE ., S�A�[°lE �lF N�I$°]["l[-� CAIE$�I[��NAI ��'T�Y�N �]F }I�IG1Hi�.A�S CI,�A Y CD U1�TY i RAR AW�C! �YaMYG11Y j�• ^ z � � RA1� IIIf�4MA il�l�16 mVlYI LOCATIO.N: AL011IG SR-I3S3 EAST V!'NEYARD RD. TYPE QF W4RK: GRAD1"11tG, PAVI11tG, GABION BASKET WALL AND GUARDRAIL INSTALLATl01�1' PROfECT L&NGTH O.S3 MILES w�rea m �r� orrrm ar. DIVISI011I OF HIGHWAYS IFl Robbimai7la Rd., qndriwf NQ 28901 1C12 STANAAAA SP.iClFlCAT70N5 RIG,Ft'� OF It'AY DATE: ANDY RUSSEiLP.�. PROIE(.T SNGfNP.PJt LETTING DAT6r AEAN BROWiJ PROJ6CI P85lON IJYG�N�1t �nnAuares �xcrxBsx ROADWAY DESIGN 61�'CIIQF�R � � - � � I 1 I I �) �� (� I'; , . � (� I . I . . � �1171►�Ili�yl[�>l�t�ll�l.11l[ltll:l��\�/�YL.� � I., I . � 1 2 2A 3-3A 3B 3C WD1-WD4 4-9 EC 1-EC9 PM1-PM6 X1-X67 Y11-Y14 Y21-Y29 P1-P3 TITLE SHEET INDEX OF SHEETS, GENERAL NOTES AND LIST OF STANDARDS CONVENTIONAL SYMBOLS SUMMARY SHEETS SURVEY CONTROLSHEETS TYPICAL SECTIONS GABION WALL DETAILS PLAN SHEETS EROSION CONTROL SHEETS PAVEMENT MARKING PLANS CROSS SECTIONS -L- CROSS SECTIONS -Y1- CROSS SECTIONS -Y2- PROFILE SHEETS �► � : � • GENERRL NOTES: 2m18 SPECIFICRTIONS EFFECTN6 01-16-2a18 1 CARE SHFaLL BE TAKEN TO PREVENT �AMRGE TO EXISTING UTILITIES DURING CONSTRUCTION. ANY �PMf1GE 70 THESE UTILITIES SH(a�L BE REPAIRE� AT THE CONTRACTOR'S E%PENSE. 2 THE CONTRACTOR SHALL MFIINTPIN THE SITE IN A MANNER SO THAT WORKMEN ANO PUBLIC SHALL BE PROTECTED FROM INJURY. I �I:Ii: :�I:►I� 2018 ROA�WAY STAN�ARD DRAWINGS The following Roodway Standards as appear in 'Roadway Standard Drawin9s' - Hi9hway Design Branch - N.C. Department o'f Transportai�ion - Raleigh,N.C.,doted January 16, 7018 and the latest revision thereto are applicable to this project and by reference hereby are considered a part of these plans. STD. N0. TITLE �IVISION 3 - PIPE Cl1LVERTS 300.OI Method of Pipe Installa+ion �IVISION 5- SUBGRA�E, BASES AND SHOULDERS 560.01 Method ofi Shouldar Construction Dg7IV5ISION 8 - INCIDENTALS 676.8�2 GuPde�Po� RIp�Rapsat Pipe Outlets �IVISION II- WORK ZONE TRAFFIC CONTROL IIOI.OI Work ZOne Ativance Warning Signs �II0.01 5tatiq nary Work Zqne Si s I01.11 Trafitic ControlDesi9n T�les DIVISION I6 - EROSION CONTROL AND ROADSIDE �EVELOPEMENT 1605.01 Temporary Silt Fence 163�016 MattingS I'llstallatio�n Note.• Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line ---'--"'- county Line ------ Township Line ------ City Line ----- Reservation Line -'-'- Proparty line — — Ezisting Iron Pin � PropeAy Corner — —" Property Monument � Parcel/Seq�ence Number � Ezisting Fence Line -x—x—u- Proposed Woven Wire Fence Proposed Choin Link Fence a Proposed Barbed Wire Fence A Ezisting Wetlond Boundory ----�•---- Proposed Weiland Bo�ndary —�•— Ezisfing Endangered Animal Boundary —�'^— Ezisfing Endangered Plant Boundary —�^— Known Soil Contamination: Area or Site --XX- �q-�p Potenfial Soil Contaminaiion: Area or Site --�2 -'ar� BUILDINGS AND OTHER CULTURE.• Gas Pump Venf or lLG Tank Cap o Sign g Well . Small Mine 'k' Foundaiion 0 Area Outline O Cemetery �f Building � School � Charch � HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir �-===J JurisdictionalStream -�s—...- B�fferZone 1 —ez�— Buffer Zone 2 —az z— Flow Arro F��—��- Disoppearing Stream }-��—��- $pring o!'...��-^ Wetland t Proposed Laferal, Tail, Head Ditch False S�mp � � � ��'�� al �i�l';�I i� �',q�l � II�I I��(� h�l I��II' Sl�� i � RAILROADS.• Standard Gauge � RR SignolMilepost � Switch Y O� RR A6andoned - -�- --- RR Dismaniled -------- RIGHT OF Wf1Y.• Baseline Control PoiM O Ezisfing Right of Way Marker � Ezisting Righi of Woy Line --- Proposed Righf of Way Line --�— Proposed Right of Way Line with � Iron Pin ond Cvp Marker Proposed Right of Way Line wiih � Concrefe or Granifa WVJ Marker Proposed ControlofAccess Line wilh � Concreie dA Marker — Exisiing Conkol of A<cess -�«--- Proposed Control of Access --�— Exisiing Eosemeni Line --E-- Proposed Temporary Consfruction Easement- —E— Proposed Temporary Drainage Easement— —ioE— Proposed Permonent Drainage Easemenf— —poe— Proposed Permonent Dramage /Utiliry Eosement—�oUE— Proposed Permanenf Uiility Easement —vue— Proposed Temporary Utility Easement Tue— Proposed Aerial Utility Easement —quE— Proposed PermanentEosementwith Iron Pin and Cap Murker � ROADS AND RELATED F&9TURES.• Existing Edge of Pavement ---- Existing Curb ----- Proposed Slope Stukes Cut ----�--- Proposed Slope Stakes Fill --- =--- Proposed Curb Ramp CP Existing Mafal Guardrail ' Proposed Guardrail T Exisfing Cable Guiderail Proposed Cable Guidemil Equality Symbol � Pavemenf Removal � I�EGET.9TION.� single iree Ei Single Shrub o Hedge ^^^^^�-�^-^' Woods Line �� -""^"^^^- Orchard EXISTING STRUCTURES.• MAIOR: Bridge, Tunnel or Box C�Ivert Bridge Wing Wall,Hend Wollond End Wall MINOR: Head and End Wall Pipe Culverf Footbridge Drainage Box: Catch Basin, DI or JB Poved Ditch Guifer Siorm Sewer Manhole Siorm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joini Use Pole Proposed Joinf Use Pole Power Manhole Power Line Tower Power Transformer lYG Powar Cable Hand Hole— H-Frame Pole Recorded WG Power Line Designated lYG Power line (S.U.E.') TELEPHONE: WATER: Water Manhole � Water Mefer o Water Valve � O 0 O O Water Hydron} -0 � Remrded UG Water Line •— Designoted lVG Waier Line (S.U.E.'�— ----•---- Above Gro�nd Wafer Line 0 ' � ac«c .. � �\ �________� �w � 0 �� Exisiing Telephone Pole -�- Proposed Telephone Pole -0- Telephone Manhole � Telephone Booth 0 Telephone Pedestal � Telephone Cell Tower 1T�. WG Telephone Cable Hand Hole � Remrded lY� Telephone Cable —�— Designafad lLG Talephone Cable (S.U.E!)- ----�---- Remrded lYG Telephone Conduit —��— Designafad lLG Telephone Conduif (S.U.E.`j- ----�•---- Recorded lYG Fiber Optics Cable ��^— Designated lLG Fiber Opfics Cable (S.U.E.'j- ----�p---� N: N Sateilife Dish O' N Pedestal m ry rowa� � L4� TV Cable Hand Hole B Recorded WG N Cable —^— Designofed lLG N Cable (S.U.E.`) ----^---� Recorded WG FibarOpficCable —��^— Designared lLG Fiber Optic Cable (S.U.E.'r ----^�•--- GAS: Gas Vaive O Gas Meter � Recorded WG Gas Line —•— Designated 11�G Gas Line (S.U.E.') ----•---- Above Ground Gus Line SANITARY SEWER: Sonifary Sewer Manhole � Sanitary Sewer Cleanout pp lL� Sonitary Sewer Line —ss— Above Ground Sanitary Sewer Recorded SS Forced Moin Line —..�— Desi9nafed SS Forced Main Line (S.U.E.•� -----��---- MISCELLANEOUS: USility Pola • Ulility Pole with Base p Ulility Located Object O Ulility Traffic Signal Box m Ulility Unknown WG Line ,�.— lYG Tank; Water, Gas, Oil O l/ndergro�nd Srorage Tank, Approx. Loc. — � MG Tank; Wuter, Gas, Oil O Geoenvironmenial Boring � lLG Test Hole (S.U.E.•) m Abondoned Acwrding to Utility Records — qqTUR End of Information E.O.I. OOCUMEHT HOT CONelUE0.ED FINAG f �N �, „ ��^ � % � � 2�55 2�50 BEGM�.GA&ON BASRET � � '�� WALL STA.28«TS -L- .. . . . . . . . . EL: 2059.00 . . . � . ' . E%ISTWC CNOUtm\� �� ------y-- �� TYPE 'A' eorTOM ov veov. TYPE °B' — GABION BASICET WALL EL: ' ... . •2053.00 FT� � 28+75 -L- WA�� E�VELOPE •'�. THESE ELEVATIONS AflE APPRO%iMATE APPROXIMAT E. WALL L ENGTH 6O F T �. GABIONS AHE TO,BE PLACED Vi-�A NUNNUiG BOND PATTERN . . . '.. . . .TOP OF PROP. CA&ON . . . . �. . .. � ''. END CABION BAS6ET .. . . . . .. .. . . BASKEi WALL EL.- . . . . . . �.. . . . . . . .. WALL....STA.29�35 -L.• . . . . . . .�'�,. •2059.00 FT . . .. ��'. � � EL: 4059.00 . . . I � ' �� BNLD AROUND Ex15T 18' . . '.. �.. '��. � � �� '.. � � CMP AT STA.29�275 � ' ' � � � TYPE 'A' _ _ — - _ _ - _" TYPE 'A' TYPE 'B' � � _ — I 29+�(� -L- �� ' � I 29+25 -L- 29+35 -L- OUTSIDE FACE OF GABION PROP. EP (� � APPROX. b FT L I GABION WALL 7YP. \--� /!� � � EXIST. GROUND LINE +0.01 FTiFT ROADVj[kY EMBANKMENT FILL 4 GEOTEXTILE GRADE SEE ROADWAY PLANS -0.03 FGFT � / � // / — ' — _/ � EXIST. GPOUND LINE i � � ► ■ � � � � \ � � � � 1. ii .• • •. ; •: GABIONS ARE TO BE FILLED WITH THE SIZE AND TYPE OF STONE AS OUTLINED IN THE PROJECT SPECIAL PROVISIONS OVERLAP FABRIC AT MINIMUM 18" OR AS DIRECTED BY THE ENGINEER 3. TYPICAL GABIONS ARE 3 FT. HEIGHT BY 3 FT. DEPTH BY b OR 12 FT LENGTHS. GABION LENGTHS MAY NEED TO BE MODIFIED TO FIT THE WALL PARAMETERS 4. USE GABION RETAINING WALL BEfVJEEN STA. 28+75 -L- TO STA. 29+35 -L- OR AS DIRECTED BY THE ENGINEER PAY ITEMS GABION RETAINING WALL = 360 SQ. FT. GABIONS LENGTH WIDTH HEIGHT TYPE "A" 12' X 3' X 3' TYPE "B" 6' X 3' X 3' GABIONS TYPE "A" TYPE „B„ APPROX. VOLUME OF QUANTITY I $TONE (CU. YDS.) � 2 14 2 • a • • •. .� � DOCUMENT NOT cONSIUEREo FINAL 4f� .l � r. 3 �� 2070 • �. ��. ��. . ��.. . . a a wn0.t�sOM .1PPN0%NAiE� MALL LENGTH 156 Fi. . . . � . �5�4].�! a, .. . . , . . �. !tA[I �Y� 4: �.. . .,. ., .. . . �4l 6.: .fOtfdO` . ... .. .. .... . . •A11.l0 f:l� 2065 �. � �� tmna ouiq 2060 �—�- �- `� � wnw a �ar . . . 2055 a�ew uvcr �,. . . . . ' . . . ',, �. �. . �. . '��.. .mnwr.� � I. I. � � ' � . �. -. �, ..�.. I. I �:� .. I '. 2050 31+75 -L- 32+00 -L- 3Z+50 -L- . . . . . �. oM9F MYLI '�,.. . . . . WL f14]N}µ:. �. . i� ... . . . .. .. _Tt2E i �-'� _ 1.- �. .. ..... TYPE 8' . . . . . . I... ', ..�.. '�.I. .. 33+00 -L- 33+31 -�- OUTSIDE FACE OF GABION PROP. EP Lr \ APPROX. b FT \ ti GABION WALL lYP. � -0A2 FTifT as i ROADWAY EMBANKMENT FILL � i \ _ � _ � E%IST. GROUND LINE 4 GEOTEXTILE /FINISHED GRADE SEE ROADWAY PLANS -0.02 FTiFT E%IST_CHOUND LINE �� ____ �\\\/ _ � � \ ■ � � � � \ � � � � 1. 2. I� CiS i�.'7 i �iZ�Ti7 . Y i LC�i Ci7:71 GABIONS ARE TO BE FILLED WITH THE SIZE AND TYPE OF STONE AS OUTLINED IN THE PROJECT SPECIAL PROVISIONS OVERLAP FABRIC AT MINIMUM 18" OR AS DIRECTED 8Y THE ENGINEER 3. TYPICAL GABIONS ARE 3 FT. HEIGHT BY 3 FT. DEPTH BY b OR 12 FT LENGTHS. GABION LENGTHS MAY NEED TO BE MODIfIED TO FIT THE WALL PARAMETERS 4. USE GABION RETAINING WALL BETWEEN STA. 37+75 -L- TO STA. 33+31 -L- OR AS DIRECTED BY THE ENGINEER PAY ITEMS GABION RETAINING WALL = 936 SQ. FT. GABIONS LENGTH WIDTH HEIGHT TYPE "A" 12' X 3' X 3' TYPE "B" b' X 3' X 3' CABIONS TYPE "A" TYPE „B„ APPROX. VOLUME OF QUANTITY � STONE (CU. YDS.) � 2 c[�c3 � TOTAL VOLl1ME OF STONE = 756 CU. YDS. SFE �� ORIGINASECTION$ SEE X- � � —�— i.g= 3�� VARIES 10' TO 41' � VARIES 10' TO 33' i � i I I 1 � �%��,A; 1 i VARI�S -04 - +03 ; �( VARIES -04 - t04 ��»��4��c 18A"�__—� �_ _ _�8.0`i «wl �J U �GRADE TO THIS LINE� TYPICAL SECTION NO. 1 � � —Y1— i_�_�.�� 10' — 23.77' � 10' — 62' i � i i ' 1 � � GRADE j � P NT VARIES -02 — —OS � ' VARIES —02 — —OB _ _ _ _ _ _ _ - _ - - � � W B 0"' GRADE TO THIS LINE � TYPICAL SECTION NO. 2 � —Y2— I ,a� ia� I j! GRADE � VARIES +OS - +OB ' VARIES -04 - -06 �_ __—� �-- _ t B.0"�U U w 8 0' GRADE TO THIS LINE � TYPICAL SECTION NO. 3 S'� VAO o�\G�t�P�.(\O � USE NPICAL SECTION NO. 7 -L-SiA.11+94.62 TO STA.43+14.61 USE TYPICAL SECTION NO. 2 -YI-STA.11+62.20T0 STA.1J+06.06 V � USE TYPICAL SECTION NO. 3 -rz- srn. io+so.00 ro srn. ia+so.00 rvore. nu. rnvemervr siwes awe i:i ux�ess sxorvx an�eawise. � � � /: �\ JB AREA >TR CT10� T� 2- / . -L- JOH�f' ALLEN 384/PG 176 / / MARR JOHN ALLEN �� DB 384 PG 176 O 150.00 FT RAD. PROP. EP LT � STA.43+55.08 -L- TO STA. 12+71.00 -Y2- RT � �� X l� � Q� ,,�� , J ;: o� o �� 0 0, �� p h �� \ hQ' �� \ �\ h ti �� 2`" �`" � � �� g tiV�v y � �\ \ � 7 \ � ��OO at� � \\ \ / \\ \�F Fj sT � r F � \ � C� 0 �2 q, 9oX \;�� N�\ � q�RFS o Do F� � \ \ rVET� q�� x0o � � . �Mp ocp � � T 61.5 FT RAD. PROP. EP LT STA.39+2q,2q -L- TO STA. 39+93.0 I -L- I � MARR JOHN AL N 61.5 FT RAD. PROP. EP� 3$q PG 7( STA,37+T5.34 -L- TO STA. 39+24.24 -L- +59.32 34.12' +99.99 54.87' �oo.00 30.00' � 9 � s � � �� y� � �� .+ �O +SI.22 35.24 � +SL22 12 MARR JOHN ALLEN DB 384 PG 176 +23.35 +57.76 �� i 57.4 FT RAD. PROP. EP RT — STA,38+42.68 -L- TO STA. 3g+99,13 -L- +99.31 Pl Sto 39 +44.74 p= l3/° l2' 54.9° �LT l I � D= l00° 3/' 08.1„ � L = 130.54' ��g�92 T = 125.70' 50.03' � R = 57.00' 58.4 FT RAD. PROP. EP RT STA.38+99.13 -L- TO STA. 39+27.70 -L- � C7 11� � 0 .W � + �9 TIE PROP. ASPHALT PAVEMENT TO EXIST. DRrvEWAY I� MARR JOHN ALLEN DB 384 PG 176 ISFD � � 00 < �� ^^ ,. � �.� STONE TO MATCH NEW IHUMASUN MtL155A H ROADWAY CONSTRUCTION DB 384 PG 177 �� M� Pl Sto 27 +25.00 0 = l4° 07' 02.6" (RT ) D = 2° 57' 36.1" L = 476.93' T = 239.68' R = 1,935.65' �v' � �� S v o- �� DIMLING JOHN A DB 396 PG �PAIR GRAVEL DRIVEWAY ENTRANCE WITH INCIDENTAL �STONE TO MATCH NEW ROADWAY CONSTRUCTION i � INSTALL I LF NEW GUARDRAIL-� STD.862 2 / INS ALL GABION BASKET WALL •• EE DETAIL WDI AND WD2� / PROP. A � � . // �� i / �/ / � / �/ / � / / P�,, �/ // � � �� N �9 � �N 0 � �� / / � j�,\N� �/ � / / \�.�' �0��,j/ / / j /p6 � / � / / �/ i / i �i % �i � �� , � F.��i �i ,�o�,i � �i % , / +85.32 / � / 30.00 / � // � �0�/ / / / �k � i i � i / � � / � i / / /.. / /��F, � �J� / ,/�pQ /�\ +95.39 �F� �� 9 �yF �a F�. � s / / � � / % / 0 O ROGERS BOBBY A DB 205 PG 239 12 MARR JOHN ALLEN DB 384 PG 176 PROP. GRAU �� 6zzs F��.y-�-�' �� i 30.00 .�p� i / � / � 9� c+y � sF F s� � �� ,, �o O� / 00 �/ / % � ii � � i � ��N � ` ov. o w � i i��6��L� � / /, � k / j �/ � i� � %/ / �, 1 �� P . � �1M � � � +6225 i i i� , / / �/��NF, i Q�� i �° END I:I CUT SLOPE i �� APPROX. STA. 28+00.00 � BEGIN I:I CUT SLOPE II APPROX. STA. 27+00.00 THOMASON MEL�SSA H DB 384 PG 177 EN I:I CUT SLOPE APP X. STA. 26+50.00 � � / �� 9 x �� Q � �l� DIMLING JOHN A � DB 396 PG 66 '�i,q r� tiy F �FF sr 9 % �y�F�y"po �' •o 0 o �. � PINSONNEAULT MICHELE A // / / �° DB 231 PG 221 � / /� /,� /// �j � \ �, �j � ,�� BEGIN I:I CUT SLOPE �,, / i APPROX. STA. 23+00.00 I ii�o �i � � � , ��J,�., � //oe /j // � r'�• / //�� //�� X /// /�/ // / / �/ � �/ / ��, \ Q O i // / / �� \ // / /F��,� l� // / / F. �� , o F�// %� , �oF-/ ��/ / � / / / \ / / / Q / / // � X SHE / �j / ///� �j / // 8 �/ / O VID SARAH S TRUST kOQ/j �/ //j/� / � DB 224 PG 71 �O/ // // / / / / / � % / � % REPAIR GRAVEL DRIVEWAY , �/ / �j/ ENTRANCE WITH INCIDENTAL \ / // STONE TO MATCH NEW , j ,�/ ROADWAY CONSTRUCTION , / ,/ � i%/ //� O � � � // � ROGERS BOBBY A / � / / `� / // � DB 205 PG 239 / / � /// / / // ��F./ / ' / �`�� '% / / / � ��j % // / / � �/ // / / j��F. / /� % F�� / / / .�o� � / / / �q � / / T�y / / / ` �,y / / fFT / F9q�� /// FF,�' x�� y 'O O C, DS �� / O DILELLA VINCENT J& LYNNE M DB 381 PG 153 � k\ � 0 � O� � 0 �— ll� \' \ O BATTEN MERRILL EUGENE DB 412 PG 165 �/ ' �� +55.66 i 50,00' 53 FT RAD. PROP. EP RT � �' STA. 12+27,35 -Y I- TO I I � STA. 13+7p,qZ -L- I1� a �� Y� � 25.90' � � � �� i O �� O� � Pl Sta l2 +67.46 l 0= 7° 00' 08.8° (LT ) D1 D = 3° 36' 3/.0" L = 194.05' � T = 97./4' R = 1,587.75' CLEAR AND GRUB AREA PRIOR TO CONSTRUCTION STA. I 1+62.20 RT -Y I- TO STA. 14+70.00 RT -L- STD. 200.02 TIE IN PROP. ASPHALT PAVEMENT AT STA.— 11+94.62 -L- ��.�� o.co� \ \ +70.32 .. -. 8.68' '� � ...... '� - I- ta.13+34.41 -L- Sta. 7.13 .a�.o6 � .�o�� qo.�i� �� +70.3 � � 14.76 � PLACE IITONS CLASS � RIP RAP� AND 64 SF 0o FILTER FABRIC SCOUR SHOOTING CREEK COMMUNITY BWLDING �Q PROTECTION IN DRAIN GE AREA DB 34 PG 625 ��N� O• o�QP�� GABRIEL INVESTORS LLC / � F�� DB 35� PG �76 '�� _ _BEG/N PROJE+T � �o�-�`� L POT ST A/0 00.00 � � +48.47 - � � O ROGERS BOBBY A DB 205 PG 239 TIE IN PROP ASPHALT PAVEMENT AT STA. 11+62.20 -YI- +48.47 -YI= � � . 0.23' �, /�98.47 -YI- / 30.00' +48. � � SHOOTING CREEK VOLUNTEER FIRE DB 137 PG 78 SHr� � / i .y� �,O l� y� F , ��F �q > / yFt"�. %p0 s �°o . �. \O I SHED � �cQ. 6'� S/-^ O Q �V ' - DAVID SARAH S TRUST O� DB 224 PG 71 \ � \ \ � O RICK & PATSY A HARRIS DB 159 PG 261 +64.37 i �: [�i � N W � � I� _�I _ ST.�TE OF N�RTH CPsROLIN."e DIVISI�N �F HIGHWAYS PLAN FOR PROPOSED HIGHR't1Y ER�SI�N C�NTROL CLAY COU11tTY LOCATIOK ALONG SR- 1353 EAST VINEYARD RD. TYPE OF WORK: GRADING, PAVlNG, GABIO]Y BASK&T WALL AND GUARDR.9IL INST9LLATION i;!�I A.R. BROWN LEVEL III 3771 LEVEL 777 CERTIFICATE # � I £ b � � n, n, n, � U � � O GRAPHIC SCALS 7�5 7�.5 0 �5 50 �P� THESE fiNOStON AND S6DA16MI COMROL PtANS COMPLY IVI(I( THS RBGULATIONS SSI' FDRIH 9Y ]HB NCG-010000 GBNSRIL GONSIAUCIlON PfiRAllT SFFfiCf1V8 AUGlIST J, 3011 ISSUFD ➢Y iH8 NORTH G4AOLMA DEPARiMEM' OP BNVIRONM6Yf MtD NAiURe1L RfiSOUACfiS DfVIS(ON OP WAIBR QlJALRY. nma�., s�.w..e o..,aw �me rana,�:.s.�.ma �pI �.�m,e. d.vvm. m^xo.m s�.�ao.a n..,aw^- row��.. o.,�m Uni�-N�GO.00mmeoi fTnd neuon-IWde6.N.G,di.dJeooe.y3019andiM1eW.rt ..e aoA�mble � inu pmjH�.oa 6y.ebreore hercb�.w mvYaerzd . v.n of �hue pl••. on fn�rcal Uorvl 1633.01 Ibek Id.� BMm.oii..p iypa .\ �605.01 Tempod F SII�Fmw 16l].03 mtTnp T)ya 0 1606.01 Sp«�d9N�m.mCoowlPenm 16Ji.Od M m�TnoT�yeC 160>.01 Gmsl Co�um�n:oo Eim�a k SiL (l�ak T�y. A 16d1.01 TempoB O.rw.od Slope �mLu eh SW t]�ak T�y. B 163�.OI W 61101 Uam Trpe,� iwo.oa s x iwa.oz r .�� n.m rro• o �cao.oa r A.rsamu.n �s�s.ot ne �i�:sw� <��mvrro•.� �avo.a s �mi�.s.am��r�v�ny=e sao.os r��, u��,.;o� iiaa.oi � e.. am� �630.06 SpedJSWliNtlo� 16i5.01 Te pararY9van Oo.vy �631.01 �louiiyinnalloilon *•NOTE:ALL EXPOSED AREAS AND SLOPES WIL� BE SEEDED AND MULCHED, WATT�ES WITH PAM TO BE USED IF DIRECTED BY ENGINEER � o- x�� , �� / ° � ' � ` �'�� i \/ , Pl Sta 12+67.46 p= 7° 00' 08.8" fLT ) D = 3° 36' 3/.0" L = 194.05` T = 97./4' R = 1,587.75' CLEAR ANO GRUB AREA PRIOR TO CONSTRUCTION STA.11+62.20 RT -YI- TO STA.14+70.00 RT L- STD.200.02 \ i� /� BEGIN PROJECT -L- POT STA 10+00.00 � NOTE. TiMPORARY SILT FENCE SHAIL BE INSTALLEO A MINIMUM OF 3 FEEf FROM TOE OF FlLl IN WETIAND AREAS i r, �� I � 53 FT RAD PPOP.EP A1 � I' SIA. 12 2i 35 -x I- i0 I STA. 13 I�92 -L- '; \ \\ \ . \�rof��. �F \ \ �� \ T Sto,13+34.41�.. �� >to.12+67.13 � PROP. TEMP. SILT FENCING TIE IN PROP..ASPHALT �PAVEMENT AT��S7A. 11+62.20 YI- . \ .. RIP RAP;;AND 64 SF \�� ., � � � FILTER FABRIC SCOUR PROTECTION IN DRAINAGE AREA TIE IN PROP.ASPHALT �� PAVEMENT AT STA. �. 11+94.62 -L- �..� . PLACE��IITONS CLASS B **NOTEcALL EXPOSED AREAS AND SLOPES WILL BE SEEDED AND MULCHED, WATTLES WITH PAM TO BE USED IF DIRECTED BY ENGINEER � REPAIR GRAVEL DRIVEWAY ENTRANCE WITH INCIDENTAL STONE TO MATCH NEW — ROADWAY CONSTRUCTION s��9 �� 0 s 'ro � PROP, TEMP. SILT FENCING \�� z ') BEGIN I:I CUT SLOPE APPROX,STA.23+00.00 Place Matting for Erosion Confrol on Slope as Work Allows. Nore: Sta.23+00 fo Sta.26+50 TEMPOPARY SILT FENCE SMAIL BE INSTALLED A MINIMUM OF 3 FEEf FROM TOE OF Flll IN WEfIAND ARFAS **NOTE:ALL EXPOSED AREAS AND SLOPES WILL SEEDED AND MULCHED, WATTLES WITH PAM TO USED IF DIRECTED BY ENGINEER l�\ O "�ij' d m G7� � ' \�'�. Pl Sta 27+25.00 � _ l4° 07' 02.6" (RTl D = 2° 57' 36.1" L = 476.93' T = 239.68' R = 1.935.65' REPAIR GRAVEL �RIVEWAY ENTRANCE WITH INCIDENTAL STONE TO MATCH NEW ROA�WAY CONSTRUCTION INSTALL I25 LF NEW GUARDRAIL= STD.862.02 IMPERVIOUS DIKE INSTALL GABION BASKET WA a•5EE DETAIL WDI AND W02 75 z 10 SPEQAL STILLWG BASIN PROP. AT-I� / �� ' .. .. :.. :i . !i _.. .. -• . ' / j N .. GRAU 350 i \ � PROP. TEMP. 51�T FENCING END I:i CUT SLOPE APPROX.STA.28+00,00 0 i ��f / BEGIN I:I CUT SLOPE APPROX.STA.27+00.00 C,�K j`�i �END I:ICUT SLOPE / � � APPROX. STA. 26+50.00 / / i /: / /,NG' /. �`JS / /�OP / / NorE: Place Matting for Erosion Con}rol TEMPORARY SILT FENCE SHAII BE INSiALLEO A MINIMUM Ofl SIOpB tl5 WO�I( AIIOWS. OF 3 FEET iROM TOE OF Flll IN WETIAN� ARFAS 5}p. �2 } rjQ j0 Sta. 44+23 m�wN��N�..,.. rv.n. ••. w w �%: i..°�'"a.m rM1w=ch��:,�� mm�w.bs.'�°a �',� M �,,.:.m «..,.a� �.r. . ,..,�.� .�. � . .�".�ror �� w°°° �� . � � .,. ": �' ��,..,... > � . s.w a:..,.an.w...nmm.w..ro'w�nm.�...ai. w��a�o ,. , :.�r'�"'iu u� **NOTE:ALL EXPOSED AREAS AND SLOPES WILL BE SEEDED AND MULCHED, WATT�ES WITH PAM TO BE USED IF DIRECTED BY ENGINEER WSTALL 225 LF NEW GUARDFFi4H STD.862.02 IMPERYIOUS DIKE INSTA�L GABIO BASKET WALL •+SEE DETAIL D3 AND WD4� 15 x 10 SPECIAL STIILING BASIN PROP. AT-I t ' �c i m� � � �= �s� i �� i � r GRALI 350 BEGIN I:ICUT SLOPE APPROX,STA.32+25.00 END I•I CUT SLOPE � � REPAIR GRAVEL DRIVEWAY ENTRANCE WITH INCIDENTAL STONE TO MATCH NEVN — ROADWAY CONSTRl1CTI0N TEMP. SILT FENCING APPROX, STA. 34+00.00 REPAIR GRAVEL DRIVEWAY —ENTRANCE WITH WCIDENTAL � STONE TO MATCH NEW ROADWAY CONSTRUCTION NOTE: 1£MPORARY SILT FENCE SHALL BE INSTALLED A NJNIMUM OF 3 iEEf FNOM TOE OF fllL IN WETLWD ARfAS .�.'�"�'...�."`R.:":�.. ��.v �ab „,".", ," N °".. »" ��;`:'Sa �:.a'n.e»"Fw'..".�� a>�n:M .. .,,....,.. �e r � �«..r z.�lw� �t<�u.r. n �.em.wn , �'. aM�, m �,'. �i �' • .Ma .., ..,. ,..».:m="'�.... ,,.�.'3'� ~'"„�..1°"�.. °.:+"�.�. •*NOTE:ALL EXPOSED AREAS AND SLOPES WILL BE SEEDED AND MU�CHED, WATTLES WITH PAM TO BE USED IF DIRECTED BY ENGINEER �� rn�' � � � PROP. TEMP. SILT � FENCING \ � � EXTEND 36" CSP 94Lf :� �.. � \� .. � . ... \ \ . \ ....�.. � 5i.9 Fi flAD.PFOP.EP fli ' StA.38�92.60 -L- i0 SiA. � . , � �38.99. 3 -L- EXTEND 36" CSP 61.5 (i Pdp.PPOP.EP Lt SiR. 39a29.24 -t- i0 SiA� J9,93.0 �� 'f`— 61.5 FT HAp. PROP. EP Li � SiA.}1+i5.39 .L- TO SiA. 39�29.20 .L � 58.4 Fi RPO.PPOP.EP Rt SiA. ]8«99.13 -t- i0 SiA. 39�2i.i0 -L- tIE PflOP,�SPHpLi �PAVEMENi i0 ExISi. pPrvEWAY NOTE: TENPORARY SILT FENCE SNALL BE INSTALIED A MINIMUM OF 3 FEEf FROM TOE OF FILL IN WFf1AND ARFAS Pl Sto 39+44.74 �_ l3/' l2' S4.9" ILTI > � D = l00° 3/' 08.1" {' L = l30.54' r = i25.�o� � R = 57.00' ��NOTE:ALL EXPOSED AREAS AND SLOPES WILL BE SEEDED AND MULCHED, WATTLES WITH PAM TO BE USED IF DIRECTED BY o ENGINEER END PROJECT -Y3- POT STA 11t72.48 � � 0 + 0 o � -Y3- POT Sta.10+00.00 � � . � � . � -Y2- Sto.13+z355 . � � � � � . .. e�� ... .. � . O � � �� _ TIE TO E%ISi.GA0UN0 Y-2 SiA. � '" � £ 19�50.00�� \ N . PPY�w �µts. �' � . ... 39.80 FL RAO.PPOP.EP Pi Si4. 43�20.43 -l- t0 STA. IL�G6.03 \- . . � � � // " Y2- FT /0�,. � �' � �� CLEAR AND GRUB AREA � � �� t-��e�y., \\ EXTEND 12" CSP 44LF pRIOR TO CONSTRUCTION . . � �._:> � . , \ .STA.�41+00.00 RT -L- — — — : . . -�; :. ,t..�-.��+�' . � ,. '��" . \ ' �TO STA. 43+60.06 RT -L- �i"—' _ .. � _ .,L��'�- . � � �"^ \ ST�. 200.02 � ' . � � � � PROP. TEMP. SIIT FENCING . , � . .. �� . .... ��i \ .: �� . . . �mw.� E.a � � � .. � � . � y,��, ..r��m � ��REMOVE AND RESET EXIST. . � � . � � . � GUARDRAIL RT STA.IO+g0.15 TO � .� � . .o° STA. 12+32.38 -Y2- � -L- POT Sta.44+23.18 O �� ... y."N,�m� . -Y2- Sta. 13+01.08 X�D REMOVE 450 SY� EXIST. ASPHALT—� � � � � � � .. � � PAVEMENT LT � � � � � � ��" � � STA.41+18 TO STA.43+50 'L-. �.a�=v � ��O � ... . .. NOTE: TEMPORARY SILT FENCE SHALI BE INSTALLEO A MINIMUM O � �SO.OD :i anp. PnOF. EP LT � � OF � FEEi FROM TOE OF FILL IN WERAND ARFAS n SiP.93+55.00 -L- i0 STA. � 12�)I.00 -Y2� FT � � ' _�„ � i � � �. ,3as � �3az � ,�ss � i" �34, — „sa � � ' se�,e�� ,. ` � \ ,3�, � ' ' 64 ChofC�iis� 1348 ' � al S�ooti� Greek - � � 1168 — � 1198 L�3 � � /• ' ' " — IJ53 //�''� ^. / J .��. � C 104 , � . MlssionMll � l BaptCM1 i � Mats�all >>6� ` 1166 Ghapel 1169 \ \ 119] � — �-� \, � ��f�ooting ,�ss ��"6�Creek � - ��„s9� ' - � `� �_. nii CLAY COUNTY SR-1353 EAST VINEYARD ROAD SITE l— STA, 39+54,4/ —L— EXTENDING 36" CMP l4' RT AND l3' LT FOR A TOTAL OF 27 LF OF EXTENSION PROJECT SlT E CO�NTY• CLAY GPSi 35,027970 N R�. hiAM�: EA57 vINEYARD RD. -83.654U94 1N __ PiPE STATIDN:39+54.4E S€TE NO • I �:1/ //r�//f/ 1/ • / ��%�.��7� �z��' �°ly �� d 5 1� 15 20 25 3!� 35 40 45 5PJ 55 6� 65 7� 75 8m 85 9m 95 1f�0 DocuSigned by: �wi i �l� 1/� w//�uiv"v A2DAC8979C7943D... 10/29/2018 LOCATIO�! SKETCH