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HomeMy WebLinkAbout20150207 Ver 1_02_Mitchell_Mill_Road_Select_Plan_Sheets_20150210_20150310❑� PRt�JECT LQCATI4N RALEIGH, WAKE COUNTY, NC ' --$-$$ OFF -SITE DETOUR ROUTE PUBLIC IMPROVEMENT QUANTITIES , , ) ► � , / � � ► ! / � , � � , � ' � , � , , , � / � I , � / , , ;• • � � , , I I � , � � / T YPE OF WCII �K: WIDE,11 t�I1olG, GRAD�11 ��, DRAI�A �E, l'A V111 �'�G, C UL UER TS, SIG11 tAZS, S,IDE WALK, A.11 tD SIG11 tI11 tG � Z 'a !� ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL Q� C4TY OF RALEIGH AND/OR NCDOT STANDARDS AND BEGIN PROJECT y► sPECiF�cA�noNS. BEGIN CONSTRUCTION -L- STA 1(} + 53.00 p 6 � �ITY �JF RALEIGH ,� � : �..�µ� y All Consfiruction must be in accordance with all Local, � `i State, and Federal Rules and Regulations. 4 �`�°° cy� �"� � � � TRANSPORTATION SERVICES � �� � "� �,�.,� .�A , � �,�� �e ��M � � PUBLlC UTILITIES � �°°F�� , ,���p 1 �,�i �(9 �. � ���� �� � o�., STORMWATER � �J "��� �..,,,�.. � �'" Jy _ .,�:����.., � � �� . � �1 . . ' , . � . r � � 4 . � pLANNI;NG �o � O�� p Z ` � FIRE � 70 �' �'`G � � � URBAN FORESTRY � � Q� � °� . � 0 co° � 0 3 GRAF.I�T.IC S C�IL�ES DESl�11 t DA TA PRCIJECT �E11 tGTH $ 20 4 _ 44 ADT 2�12 = 17 500 VPD � � LENGTH ROADWAY PW 2015-06 PROJECT = 1.093 MILES � PLANS ADT 2a35 = 27,500 VPD Zo 0 4a oHV = io�vn p= ��a/fl tENGTH SIDEWALK PW 2015-06 PRC�JECT — 1.95$ MILES PROFILE �HORIZDNTAL) T! 30�0 * LENGTH UTII.ITIES PW 2015-06 PRC?JECT = 1.271 MILES 2 0 4 : ,, V = 50 mph O � PRC)FiLE (VERTICAL} * �TTST 1% + DllAL 2%) \ s � �� u-`�� �� � � {� ti� � W 4 .,-., t � °C��u°�i �o .Q � W � `� }-p �mQ�O O ' v0~�" � ��� � �� �. 7 � �� c Z, 2 a� i@ 1Q' X 8' RCBC g� 4 �1 �.x �� /D � � : , � .� • , � ■� � PLA11tS FREPARED FOR THE CITY OF RALEIGH ,BY: ■ Q2015 NC IICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 � ,� �- � o�. � 2@ 9` X b° RCBC END PRQJECT END CONSTRUCTIO -L- STA �i8+25.00 � a � �� �� � � o� � �� l 1 � � � � �..��� ��_ �.�� �;��'�° � � O ���'�1, � ALL CONSTRUCTION TO IN BE ACCORDANCE WITH CITY OF RALEIGH AND NCDOT STANDAROS AND SPECIFICATI(JNS. HYDRA U,�T,�,���111G.111�EER RUFFIN HALL `��,.���� CARp�'�%,�� CITY MANAGER 4•QO�� ••�q'; . ; - ; : . _ . !� . , � : 2615 ` � - : , NANCY McFARLANE --.;qJ'�HCl.��`•��"��;`'� MAYOR ����� � �.Q`����t �� P.E. SIGNATURE: ROADWAY �� � E11�GI11�EER SURVEYS PRC}VIDED BY. ��' .,,,, ,,, t� . . MA Engineering Consultants, Inc. .��� ,.�� � �o •.y9'�.' : �� • . � • . .. GEOTECHNICAL INVESTIGATlUNS BY: : ;. ,j'�'03�'6� : ,; ,� . Falcon Engineering, Inc. ;� � ,FN�l� �.�.:' ,.• � ✓ ••........••' t` �. . ��i; !%1Ec � 7PL.���� P.E. �❑ � INDEX C?F SHEETS SHEET NO. DESCRIPTION i TITLE SHEET I-A INDEX OF SHEETS, GENERAL NOTES� & ROADWAY STANDARD DRAWINGS 9-B GONVENTIONAL SYMIBOLS 2 THRU 2-C TYPICAL SECTIONS9 PAVEMENT SCHEDUI.E. AND MISCE�LANEOUS DETAil.S 2-D DRAINAGE DETAILS 2-E STANDARD TEMPORARY SHORING DETAIL 2-F THRU 2-P TEMPORARY MSE INALL DETAILS 2-Q MANHOLE AND VALVE BOX ADJUSTMENTS DETAIL 2-R TEMPORARY BARRICADE AND METAL GATE DETAILS 2-S CURB RAMP DETAILS 3 TO 3-A SUMMARY OF QUANTITIES (OM(TTED) 3-B THRU 3-F SUMMARY OF QRAINAGE QUANTITIES 3-G GUARDRAIL AND PAVEMENT REMOVAL SUMMARtES 3-H EARTHWORK SUMMARY 4 THRU 10 ROADWAY PI.ANS ii THRU 15 ROADWAY PROFILES GEO-ITO GEO-7 ROADWAY GEOMETRY PLANS ROW-ITO ROW-i RIGHT-OF-WAY PLANS TCP-I TO TCP-25 1'RAFFIC CONTROL PLANS PMP-ITO PMP-9 PERMANENT PAVEMENT MARKING PLANS EC-IA TO EC-23 EROSION CONTROL PLANS AND CULVERT SEQUENCE SIGN-I TO SIGN-8 SIGNING PLANS SIG. 0.0 TO SIG. P3 SIGNAL PLANS CR-ITO CR-7 CABLE ROUTING PLANS UC-1 T� UC-18 UTILITY CONSTRUCTION PLANS UO-I TO UQ-7 UTILITIES BY OTHERS SHEETS tABOVE GROUND ONLYy S-ITO 5-18 CULVERT PLANS EX-I TO EX-7 EXISTING SURVEY SHEETS X-0 TO X-27 CROSS SECTIONS O► � � � � � 0 � � � � � � � ._ � GENERAL NOTES 2012 SPECIFICATIONS GRADE LINE: THE GRADE LINES SHOWN DENOTE THE FINiSHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINT5 SHOWN ON THE TYPICAL SECTIONS, GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: CLEARING ON TFIIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METH00 11 AS SHOWN IN SiD NO 200.02. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH S7D. N0. 225.04 USING THE RATE OF SUPEREIEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS 5HOWN ON THE TYPICAL SECTIONS. SHOULDER CONSTRUCTION: ASPHALT AND EARTH SHOULQER CONSTRUCTION ON THE HIGH SIDE OF SUPER ELEVATED CURVES SHALL BE IN ACCORdANCE WITH STD NO 560.0l. SIDE ROADS: THE CONTRACTOR WILL BE REQUfRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WI7H ALL ROADS, STREETS. AND DRIVES ENTERING THIS PROJECT. THIS WORK WiLL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. UNDERDRAINS: UNDERDRAINS SHALL BE CONSTRUCTED ON ACCORDANCE WI7H STD. N0. 815.03 AT LOCATIONS QIRECTED BY THE ENGINEER. DRIVEWAYS: QRIVEWAYS SNALL BE CONSTRUCTEQ IN ACCQRDANCE WITH STD NO 848.02 AND WITH DETAILS IN PLANS USING 3' RADII OR RAQII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. STREET TURNOUT: STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD.NO. 848.04 USING iHE RADII NOTED ON PLANS. GUARDRAILc THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE- CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. TEMPORARY SHORING: SNORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLAN5 WILL BE PAID FOR AT THE CONTRACT PRICE FOR 'TEMPORARY SHORING' OR "TEMPORARY SHORING-BARRiER SUPPORTED° DEPENDING UPON THE LOCATION OF THE SHORING. UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE: CITY OF RALEIGH TRANSPORTATIQN OPERATIONS tSIGNAL COMMUNICATIONS) CITY OF RALEIGH PUBLIC UTILITY DEPT. DUKE ENERGY PROGRESS AT&T TIME WARNER CABLE PUBIIC SERVICE COMPANY OF NORTH CAROLINA FORCEMAIN AT MANDREL WAY 4PERATED BY Wll.l.lAM DOUGLAS MANAGEMENT COMPANY PRIYATE WATER SYSTEMS OPERATED BY AQUA AMERICA ANY RE�OCATION OF fXISTING UTI�ITIES Wll.� BE ACCOMPLISHED BY OTHERS. EXCEPT AS SHOWN ON THE P�ANS. WNEELCHAIR RAMPS: WHEELCHAIR RAMPS ARE SHOYYN ON THE PLANS AT APPROXIMATE LOCATIONS. THE CONSTRUCTION OF ALL WHEELCHAIR RAMPS SHAL� BE W ACCORDANCE WITH DETAILS SHOWN IN THE PLANS. PREPARED IN THE OFFICE OF: ■ tO REV. No.� REVISION: DATEs DRAWN BY: CNECKED BY: NC UCENSE #F-0102 O � P.O. BOX 33068 N This document, together with the aoncepts and designs presented herein, as an instrument of service. 15 RALEIGH, NORTH CAROLINA 27636 � intended only for the specific purpose and client for whlch it was prepared. Reuse of and improper PHONE: (919) 677-2000 Creliance on this document without written authorization and adoption by Kimley-Horn and Associates� inc: C�2o14 .,,, shall be without fiability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 2014 / � ., i � � � ` � � , �.�� ��. �IST OF ROAQWAY STANDARD DRAWING5 THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN THE 'ROADWAY STANDARD DRAWINGS' NIGHWAY DESIGN BRANCH-N.C. QEPARTMENT OF TRANSPORTATION RALEIGH, N.C., DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANSs STD N0. 200.02 225.02 225.04 300.01 310.02 310.10 560.01 654.01 815.03 840.00 840.01 840.Q2 840.Q3 840.14 84Q.15 840.16 840.18 840.24 840.25 84Q.27 840.31 840.32 840.34 840.35 640.45 840.46 840.54 840.66 840.71 840.72 846.01 848.01 848.02 848.04 848.05 850.01 850.10 852.01 852.04 852.05 852.06 862.01 862.02 866.01 876.01 876.02 876.04 9Q4.10 904.50 DESCRIPTION METHOD OF CLEARING - METHOD II GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCA� METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT METHOD OF PIPE INSTALLATION PARALLEL PIPE END SECTION DRIVEWAY PIPE CONSTRUCTION • METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATION CURVE - METHQD li PAVEMENT REPAIRS PIPE UNDERDRAIN AND BLIND DRAIN CONC BASE PAD FOR DRAINAGE STRt1CTURES BRICK CATCH BASIN - 12' THRU 54' PIPE CONCRETE CATCH BASIN - 12' THRU 54' PIPE FRAME.GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN CONCRE7E QROP IN�ET - 12' THRU 30' PIPE BRICK DROP INI.ET - 12' THRU 30' PIPE DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15 CONCRETE MEDIAN DROP INLET TYPE 'B' -(2' THRU 36' PIPE FRAMES AND NARROW SLOT SAG GRATES ANCHORAGE FOR FRAMES - BRtCK/CONCRETE/PRECAST CONCRETE BRICK MEDIAN DROP INLET TYPE 'B' - 12' THRU 36' PIPE CONCRETE JUNCTION BOX - 12' THRU 66' PIPE BRICK JUNCTION BOX - 12' THRU 66' PIPE TRAFFIC BEARING JUNCTIQN BOX - FOR USE WITH PIPES 42' AND UNDER TRAFFIC BEARING GRADED QROP IN�ET PRECAST DRAINAGE STRUCTURE TRAFFIC BEARING PRECA5T DRAINAGE STRUCTURE MANHOLE FRAME AND COVER DRAIIVAGE STRUCTURE STEPS CONCRETE AND BRICK PIPE PLUGS PIPE COLLAR CONCRETE CURB,GUTTER AND CURB AND GUTTER CONCRETE SIDEWALK DRIVEWAY TURNOUT - RADIUS TYPE STREET TURNOUT CURB RAMP CONCRETE PAVEQ DITCHES GUIDE FOR BERM DRAINAGE OUTLET CONCRETE ISLANDS METHOD OF PLACEMENT OF DROP INLETS IN GRASSED MEDIAN - USING I'-6" CURB AND GUTTER MEDIAN CURB FOR CATCH BASIN - FOR USE WITH f'-6' CURB AND GUTTER METHOD FOR PLACEMENT OF QROP INLETS iN CONCRETE ISLANDS GUARDRAIL PLACEMENT GUARDRAIL INSTALI.ATION CHAIN LINK FENCE -4'. 5' AND 6' HIGH FENCE RIP RAP IN CHANNELS GUiDE FOR RiP RAP AT PiPE OUTIETS DRAINAGE DITCHES WITH CLASS 'B' RIP RAP ORIENTATION OF GROUND MOUNTED 51GNS MOUNTING OF TYPE 'D', 'E' AND 'F` SIGNS QN 'U' CHANNEL POSTS NOT TO SCALE PROJECTa MITCHELL MILL ROAD WIDENING JOB NUMBER: 0 I 1063059 SHEET NUMBER: 1-A ❑� ❑� a � � � � � 4 � � , � ` .� U � � � � 0 _ 4 3 $ � � .11 �ote: 11 ►tat to Scale *S. U.E. = S'ubsurface Utility Engineering BOUNDI4R�ES �4111I'l PR4P,ERT.�'.• State Line -----------°-- County Line --- Township Line City Line Reservatian Line - - Property Line Existing Iron Pin � Praperty Corner —�� Property Monument � Parcel/Sequence Number i2 Existing Fence Line -x x x- Propased Woven Wire Fence Praposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -w�B- - - - Proposed Wetland Boundary �-B Existing Endangered Animal Boundary � Existing Endangered Plant Boundary � Known Soil Contamination: Area ar Site •�• •�' Potential Soil Contamination: Area or Site � ? BUILDIII tGS �11 tD OTI�ER CU�TU,RE.• Gas Pump Vent or l�G Tank Cap O Sign � Well ° Small Mine � Foundation 0 Area Outfine Cemetery j� � Building School � Church � Dam H�'DR�LOGY.• Stream or Body of Water - Hydro, Pool or Reservoir �----� �-----� Jurisdictional Strearn �S .. _ Buffer Zone 1 ez � Buffer Zone 2 Bz 2 Flow Arrow -� Disappearing Stream }--- Spring We#land � Proposed Lateral, Tail, Head Ditch �-�---�- �� False Sump �> � REV. No.� REVISIONo OATEt DRAWN BY: CHECKEO BY: NThis document, together with the concepts and designs presented herein, as an instrument of service, is \ intended only -For the specific purpose and client for which it was prepared. Reuse of and improper � reliance on thls document without written authorization and adoption by Kimley-Horn and Associates, Inc. � shall be wifihout liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc., 2014 �"1�.a"I�1�: C�>I�� ��i�1��"��1-1 t�.��I����>I.1e.a 1i�1 �� 1`�1C�>\ ��)l�� 1-11� i I-1 `���.�� �"�; � � � � � � � � R,�1ILR4�DS: Standard Gauge �- 5X TRANSP�ORTATION RR Signa) Milepost M,,.�� 35 Switch � SWITCN RR Abandoned -�- -�- -�- -�- RR Dismantled - RIGHT �F ll��l Y.• Baseline Control Point ♦ Existing Right of Way Marker 0 Existing Right of Way Line - Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite RlW Marker Proposed Contral of Access Line with Concrete C/A Marker �'��'� Existing Contral of Access '�� ., Proposed Control of Access —�-- Existing Easement Line E Proposed Temporary Construction Easement - E Praposed Temporary Drainage Easement TpE Proposed Permanent Drainage Easement ��E Proposed Permanent Drainags / Utility Easement ou� Proposed Permanent Utiliiy Easement PuE Proposed Temporary Utilifiy Easement TuE Proposed Aerial Utility Easement AuE Praposed Permanent Easement with Iron Pin and Cap Marker � RO�S �411t�► REI�ITED FE�47'URES.• Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut --- C--_ Proposed Slope Stakes Fil) --- - F--- -- Proposed Curb Ramp CR fxisting Metal Guardrail T T T Proposed Guardrail T= L T Exisfiing Cable Guiderail " " " Proposed Cable Guiderail " -° " " Equality Symbol Q� Pavement Removal ���C��,� TlE�ET�ITIQN.• Single Tree 4`� Single Shrub � Hedge Woods Li ne - - - - - - - - PREPARED IN THE OFFICE OF: Orchard � � � � Vineyard v1�eyard �'XISTI11tG ST.I�I�CTIIRES: MAJ4R: Bridge, Tunnel ar Box Cu{vert coNc Bridge Wing Wall, Head Wall and End Wall - � coNC ww � MiNOR: Head dnd End Wall coNC Hw Pipe Culvert Footbridge >-- Drainage Box: Catch Basin, Di or JB ❑�B Paved Ditch Guiter Storm Sewer Manhole O Storm Sewer S � Z�fiILITI�'S: POWER: Existing Pawer Po1e i Proposed Power Pole � Existing Joint Use Pale -�- Proposed Joint Use Pole -C�- Power Manhole 44 Power Line Tower � Power Transformer (N� l�+'G Power Cable Hand Hole H-Frame Pole �—• Recorded U/G Power Line P Qesignated UVG Power Line (S.U.E.*} - - - -p-- - - - TELEPHONE: ■ NC LICENSE #F-0102 � P.O. BOX 3306$ RALEIGH, NORTH CAROLINA 27636 PHONE: (919} 677-2000 CO2014 Existing Telephone Pole -�- Proposed Telephone Pole -4- Telephone Manhole TO Telephone Booth � Telephone Pedestal D Telephone Cell Tower � UU/GG Telephone Cable Hc�nd Hole "H Recorded l�G Telephone Cable T Designated l�/G Telephone Cable �S.U.E.*� - - -- - -T- - - - Recorded la/G Telephone Conduit T� Designated l�/G Telephone Condvit tS.U.E.*�-- - -- - -�- - - - Recorded U�G Fiber Optics Cable T Fo Designated l�/G Fiber Optics Cable (S.U.E.'�-}- - - - -T FO- - - . GONVENTI4NAL SYMBQLS WATER: Water Manhole 0 Water Meter o Water Va Ive � Water Hyd ra nt � Recorded l�/G Water Line w Designated l�G Water Line (S.U.E.* -- - - -■- - - - Above Ground Wafer Line a�c water N: N Satellite Dish � N Pedestal � N Tower � l�G TV Gable Hand Hole "H Recorded U/G N Cable �► Des'rgnated l�G N Cable (S.U,E.*) - - - -�- - - - Recorded U/G Fiber Optic Cable �► F� Designated uI�G Fiber Optic Cable �S.U.E.*j-- - - - -ri �- -- - GAS: Gas Va Ive a Gas Meter � Recorded l�/G Gas Line � Designated l�G Cas Line �S.U.E.*) - - - -�- - - - Above Graund Gas Line A�c cas SANITARY SEWER: Sanitary Sewer Manhole OO Sanitary Sewer Cleanout p+ l,�/G Sanitary Sewer Line SS Above Ground Sdnitary Sewer A�c sa��-rar,► sawer Recorded SS Forced Main Line � Designated SS Forced Main Line (S.U.E.*} — - - - -�5- - - - MISCELLANEOUS: Utility Pole � Utility Pole with Base [] Utility Located Object p Utility Traffic Signal Box m Utility Unknown l�G Line �. U/G Tank; Water, Gas, Oil U Underground Storage Tank, Approx. Loc. usT A�G Tank; Water, Gas, Oil � Geoenvironmental Boring � la/G Test Hole �S.U.E.*} � Abandoned According to Utility Records AATUR End of Information E.O.I. PROJECT: NaT -ro S�A�E � MITCHELL MILL R�AD WIDENING JOB NUMBER: 0 I 1063059 SHEET NUMBER: :' � ❑� o� o. � � � � � 0 � � ` � � � � ._ ALL CONSTRUCTlON TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. CITY C�F RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY -L- MITCHELL MILL RC)AD (SR 2224) � 105' PROPOSED RIGHT-�OF-WAY -0 " VI iI'Y/V / V ! 7//�! 6Jl�f� TYPICAL SECTION NC?. lA -L- STA 46 + 70.00 TO STA 58 + 78.00 LT NOTE: TEMP(�RARY WIDENING SHOWN ON TRAFFIC CUNTROL PLANS, PHASE 1 TYPICAL SECTIQN NQ. 1 D -L- STA 14 + 78.04 TO STA 18 + OC?.00 NOTES: 1. SEE PLANS FOR EXISTING PAVEMENT LOCATIONS. 2. SAWCUT EXISTING PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT. 3. REMOVE EXISTING PAVEMENT AND AGGREGATE SUBGRADE �IF APPLICABLE) UNDER PR4POSED INEpIAN. 4. LANDSCAPING FOR PROJECT TO BE INSTALLED BY OTHERS. 5. REFER TO PLANS AND GUARDRAIL SUN�MARY SHEfT 3-H FOR GUARDRAIL LQCATI4NS. - - ...��..,..J. � ,� I TYPICAL SECTICJN NQ. 2A -L- STA 59 + 75.00 TQ Sl'A bl + 25.{}0 (LT� � REV. No.s REVISIONa UATE: DRANN' BYs CHECKED BY: NThis document, together with the concepts and designs presented herein, as an instrument of service, is � intended oniy for the specific purpose and client far which it was prepared. Reuse ofi and improper � reliance on this document without written authorization and adopt(on by Kimley-Horn and Associates, Inc. � shall be without Itability ta Kimley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates. Inc., 2014 H� UNE 9" L F9" TYPICAL SECTION NtJ. 1 B -L- STA 44 + 71.40 TO STA 40 + 97.00 TYPICAL SECTIC)N NO. 1 -L- STA 10 + 53.U0 TO STA 59 + 17.50 —L— MITCHELL MILL ROAD (SR 2224) � � l22' PROPDSED R/GHT-DF-WAY '—�RADE TO TH/S UNE SEE NOTES l& 2 SEE NO'TE 3 TYPICAL SECTION NO. 2 -L- STA 59+17.5� TO STA b7+2�.00 �R� -L- STA 59 + 17.50 T4 STA 61 + 25.(JO (LT� PREPARED IN THE OFFICE OF: ■ � NC LICENSE #F-0702 R.O. BOX 33068 RALEIGH, NORTH CAROlINA 27636 PHONE: (919) 677-2000 o2a,�. TJE TO EX/ST CUT 5LOPE .. .. TYPICAL SfCTION NC). 1 C -L- STA 11 + 15.40 TO STA 16 + 82.�4 RT TYPICAL�SECTIONS PAVE'MENT SCHEt.�lLE �+ PROP. APPROX. l.a ASPHALT CONCRETE SURFACE G'UURSE TYPE S9.5B, AT ti+� AN AVERAGE RATE tJF !68 LBS PER SGt YD. r� PROP.APPRQX. 3' ASPHALT CONCRETE SURFACE' COtIRSE TYPE S95B, AT CG AN AVERAGE RATE DF !68 LBS. PER S0. YD. !N EACH �F TWO LAYERS. �? PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5Q AT J AN AVERAGE RATE OF Il2 LBS. PER S0. YD. PER l" DEPTH. TO BE PLACED ' lN LAYERS N4T LESS THAN !.5" lN DEPTH QR GREATER THAN 2" lN DEPTH. PROP.APPRUX. 4 ASPHALT C4NCRETE INTERMEDiATE C«lRSE TYPE il9AB, D� AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. D� PROP. VAR. QEPTH ASPHALT CONCRETE /NTERMED/ATE COURSE. TYPE 119A8, AT AN AVERAGE RATE DF Il4 LBS. PER SQ. YD. PER 1' DEPTH TO BE PLACED !N LAYERS NOT LESS THAN 25` OR GREATER THAN 4' lN DFPTH. PROP.4ASPHALT CONCRETE BASE Ct71/RSE.TYPE B25.OB,AT E� AN AVERA�GE RATE OF 456 LBS.PER SQ.YD. r PROP. �' ASPHALT CONCRETE 8�4SE CtXlRSE, TYPE B25A,Q AT G Z AN AVERAGE RATE OF 5T0 LBS.PER SQ.YD. E� PROP. VAR. DEP7'H ASPHALT CONCRETE BASE COURSE, TYPE B25AB. AT AN AVERAGE RATE OF ll4 LBS PER SQ. YD. PER I" DEPTH T0 BE PLACED !N LAYERS NOT LESS THAN 3" 4R GREATER THAN 55" lN DEPTH. J PROPOSED /0" A�IGREGATE BASE C4URSE RJ PR4POSED f'-6" CONCRETE CURB & GIIrTER R2 PRQPOSED 2'-6" GbNCRETE CURB & GUl?'ER R3 PROPOSEL? 5" MOIUOUTHIC G'aNCRETE tSLANO $ PRQPOSEO 4"G�NCRETE S/DEWALK. % EARTN MATER/AL U EXlST/NG PAVEMENT y M/UJNG ASPHALT PAVEMENT, l5' DEPTH w VAR/ABLE DEPTH ASPHALT PAVEMENT (SEE WEDGIN� DETAIU PAVEMENT EDGE SLOPES ARE I� UNLESS OTNERW/SE NOTED C: r-� n � � �/2 •, oR 3 " SURFACE COtlRSE [�'1 2�/2' M/N/MUM —� 3" M/N/MUM WED�G I NG DETa 1 L. �, �EEG/N OR END CONSTRUCT/ON CJ OR C2 --�_��'~�� : ��,�� - `- — --. _.,, ,.,,, ,� EX/ST/NG PAVEMENT '' `� — —,�_. ---------------.�,.,., �s 1 1 �. �� _� �� �� _ -- ..... M,1L.LED NOTCH TO KEY- IN--� SURFACE C�IRSE DET A I L SHOW I N� T 1 E- I NS AT PR4JECT T ERM l N I PROJECT: Norrosc� MITCHELL MILL R4AD WIDENING JOB NUMBER: O I IOC3OJ� SHEET NUMBER: � ❑� \��J a a,�, l � � � 0 � � � � � � � � � EX/ST/NG GROtJND ...... Ex�sr�Nc GROUND -L— MITCHELL MILL ROAD (SR 2224j � TYPICAL SECTION NO. 3 —L— STA b5 +�6.00 Tt� STA b8 + 25=.UO �LT, —L— STA 67 + 24.00 TO STA b8 + 25.40 �RT} TYPICAL SE�TICJN N4. 3A —L— STA 61 + 25.00 TQ STA b5 + 86.00 (LTj EX/STING GROIlND � NOTES: 1. SEE PLANS FOR EXISTING PAVEMENT LC)CATIONS. 2. SAWCUT EXISTING PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT. 3. Y7- STA 10 + 38 TO STA 11 + 12 (RT� 4' BERM ON RIGHT SIDE OF PINKHAM WAY —Y3— NEUSE CROSSING DR {SR 4253j � TYPICAL SECTIQN NO. 5 Y3— STA 10 + 38.54 TO STA 11 + 4C}.UO -i REV. Nos REVISIONs DATE� DRAWN BYe CHECKED BY: N. This document, together with the concepts and deslgns presented herein, as an instrument of servlce, is � intended only for the specific purpose and client for which it was prepared. Reuse of and improper � reliance on this document without written authorization and adoption by K)mley-Norn and Associates, Inc. � shall be without liability to Kimley-Horn and Associates, Inc. Copyright Kimley-Norn and Associates, Inc., 2014 PREPARED W THE OFFICE OF: . � EX/ST/NG GROUND � .. Y2- NtANDREL WAY Y5- RO U N D OAK RD Y6- LQNGDALE DR Y7- PINKHAM WAY Y8- CALIBER WOODS DR � A B —Y2— �'J�"� 15' —Y5= 12' 12' —Y6— 11'-12' 11'-12' . —Y7— 13' 13` —Y8— 18' 18` NC LICENSE #F-4102 P.O. BOX 33068 RAIEIGH, NORTH CARO�INA 27536 PHONE: (919) 677-2000 CO2014 EX/ST1NG GROUND .-�._ �.,,-,�.` , ,. . ...., ...,.� TYPICAL SECTIC�N NO. 4 —Y2— STA 11 + 74.00 T4 STA 12 + 21.50 —Y5- STA 1 i+ 98.00 TO STA 12 + 41.50 —Y6— STA 12 + 45.00 TO STA 13 + 11.50 —Y7— STA 1Q+38.5U TO STA 11 +12.C?0 —Y8— STA 11 + 21.50 TO STA 11 + 61.50 6RADE TO THIS UNE -Y6- LONGDALE DRIVE � ..,`� ,..,. ` � GRADE TO THIS UNE TYPICAL SECTION NO. 4A Y6— STA 12 + 15.00 TO STA 12 + 45.40 TYPICAL�SEGTIQNS EX/ST/NG GROUND � PAVEMENT SCHEI�lLE C� 1.5' TYPE S9.5B �', Z 3' TYPE S9.5B C3 VAR. DEPTH TYPE S9.5B o� � TYPE il9.OB DZ VAR. D€PTH TYPE Il9AB E� 4' TYPE B25AB EZ 5" n'PE B25AB E3 VAR. DEPTH TYPE 825AB J !0" AG�GREGATE BASE COURSE �� l'-�'' CONCRETE CURB & GUTTER R2 2'-6"CONCRETE CURB & GUTTER R� 5" MONOUTHIC CONCRETE /SLAND S 4' CONCRETE S/DEUVALK % EARTH MATERIAL U EX/S7/NG PAVEMENT V �lILLING ASPHALT PAVEMENT, l.�' UEPTH w VAR/ABLE DEPTH ASPH,4LT PAVEMENT EDGE SLAPES ARE !� UNLESS OTHERWISE NOTED ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND 5PECIFICATIONS. � i • � - All Construction must be in accordance with al! Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PIJBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY nror ro sc� PROJECT: MITCHELL MILL RDAD WIDENING JOB NUMBER: a i i o�3a5g SHEET NUMBER: 2=A � r ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. CITY OF RALEIGH Ali Construction must be in accordance with all �ocal, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILIIIES STORMWATER P�ANNING FIRE -Y4- SINGLE LEAF LN (SR 4254� � t URBAN FORESTRY 6' 6' - �� y GX�1ND� V C/ CI O/ C2 � � _ � EX/ST_ EX/ST EX/ST � �- 2y �r � � 6' W U El R2 T a o. � � � � 4 � � �� � - � � � � EX/ST PAVE,�lEN7" W/DTH V�tIES lSEE NOTE IJ SEE NOTE 2 GRADE TO TH/S UNE TYPICAL SECTION NC�. 6 —Y4— STA 10 + 38.60 TO STA 11 + 60.00 NOTES: 1. SEE PLANS F4R EXISTING PAVEMENT LOCATIGINS. 2. SAWCUT EXISTING PAVEMENT TC) PR4VIDE 1' MINIMUM FULL DEPTH PAVEINENT. EX/STING GRIX/ND � �--- GRADE TO TH/S UNE TYPICAL SECTION NO. 7A -Y9- STA 11 + 50.00 TO 13 + 25.DU {LT� EX/STING GRIKJND � VAR/ES GRADE TO TH/S Ui OA2 � ��� GRAf�E TO THIS UNE TYPICAL SECTIQN NO. 7B Y9— STA 13 + 25.00 TO 15 + 45.00 �LT� � REV. No.: REVISION: DATE: DRAWN BYs CHEGKED BYe NThis document, together with the concepts and designs presented herein, as an instrument of service. is \ tntended "only for the speciftc purpose and cifsnt for which it was prepared. Reuse ofi and improper � reliance on this document without wrttten authoriZation and adoption by Kimley-Morn and Assoclates� inc. � shall be without 1lability to Kimley-Horn and Associates, Inc. Copyright Ktmiey-Horn and Associates, Inc.� 2014 PREPARED IN TNE OFFICE dF: . VARtES -Y4- SINGLE LEAF LN �SR 4254) � 2' VARIES V/ES VARlES 2' l0' l2' TO /5' 12' 0 0' l2' TO 15' GXROUND� V Cl Cl DJ C2 � ,r, x�-j� EX/ST EXJST _OA2 L - - - 2y rr _,..� � 6" W U El R2 T EX/ST PAVEMEM' WIDTH VAR/ES : ISEE NOTE ll SEE NOTE 2 GRADE TO THIS. UNE Y9- FCJRESTVILLE ROAD {SR 2049� � /AR/ES C�l�Z�•t�! ts��� TYPICAL SECTION NO. 7 Y9— STA 11 + 50.00 TQ 17 + 62 .45 � NC LICENSE #F-0102 P.O. BOX 33068 RAI.EIGH, NORTH CAROLINA 27636 PHONE: (919) 677-2000 02014 VAR/ES TYPICAL SECTI4N NC3. 6A -Y4— STA 11 + 60.00 TC} STA 12 + 84.00 EX/ST/N� GROUND � GRADE TO THtS UNE --� TYPI�At SECTION NC). 7C -Y9— STA 11 + 5�.40 TO 15 + 50.40 {RT) TYPICaL �SECTI�JNS �. PAVEMENT SCHED�/LE �'� l5' 7YPE 59.58 �,'2 3' TYPE S9.58 �,'3 VAR DEPTH TYPE S958 O� 4" TYPE !l9AB Q2 VAR. DEPTH TYPE Il9AB E� 4" TYPE 825AB �� �' TYPE. B25AB E3 VAR. �EPTH TYPE BZ5A8 , J l0" AGGREGATE BASE COtJRSE RI ��" �NCRETE CURB & GUTTER R2 2'-6' CONCRETE �URB & GUTTER R3 5" MONOUTHlC CONCRETE ISLAND � 4' CONCREIE SIUEWi4LK % FARTH MATERiAL U EXISTlNG PAVEMENT V MiLUNG ASPHALT PAVEAIENT, l.�" DEPTH w VARIABLE DEPTH ASPHALT PAVEMENT EDGE SLOPES ARE !� UNLESS. OTNEf�W/SE NOTED EX1STlIVG �ROUND E2 D/ � -- -- �,J GRADE TO THIS UNE TYPICAL SECTION N4. 7D Y9— STA 17 +$4.00 TO STA 19 + 75.00 RT NC?TE: TEMPORA►RY WIDENING SHOWN ON TRAFFIC CONTRQL PLANS, PHASE I PROJECT: = MITCHELL MILL RfJAD WIDENING �+ � _ Nor ro sc� JOB NUMBER: SHEET NUMBER: 0I1063059 2-B n � ❑� a a � � � � 0 � � - � � -� � � � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RA�EIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. . CITY OF RALEIGH All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORM WATER PLANNING FIRE URBAN FORESTRY Y9- FORESNILLE RQAD �SR 2a49� L NOTES: 1. SEE PLANS FUR EXISTING PAVEMENT LO�ATIONS. 2. SAWCUT EXISTING PAVEMENT TO PROVIDE 1' MINIMUM FULL DEPTH PAVEMENT. 3. MILL AND RESURFACE Y9— FROM STA 21 +48.Q4 -ro 23+io.00 EXJSTlN� GRIX/ND _ �� .. - _.,� STANDARD CURB & GUTt'ER FLAIR DETAIL ?o � 2'-6" C&G EDGE �F PAVEMENT 12' 4' PAVED SHOULDER TRAVEL LANE VAR/ES TYPICAL SECTION NtJ. 8 —Y9— STA 17 + 62.45 TQ 23 + 10.00 VARIES Y9- F4RESTVILLE ROAD �SR 2049) � VARIES V CI E� EX/Sl" �_ ____. ..� r.. — .....,._ W U TYPICAL SECTItJN Ntt�. 8A Y9— STA 19 + 90.0� TO 23 + 1 q.00 CURB TRANSITIQN DETAIL -YT - Pl NKHAM W AY TlE TO EXISTING v�cc�° cuRe � REV. No.s REVISIONa DATE: DRAWN BY� CHECKED BY� NThis document, together with the concepts and designs presented herein, as an instrument of service� is � intended only for the specific purposa and client for which it was prepared. Reuse of and improper � reliance on this document without written authorizatlon and adoption by Kimfey=Norn and Associates, ina. � shall be without Itability to Kimley-Horn and Associates, Ina Copyright Kimley-Horn and Associates, Inc., 2014 z-s� CURB & GUTT'ER PREPARED IN THE OFFICE OF: EX/ST/NG GR�1ND _ X� � �' PEDESTRIAN REFUGE DETAIL CROSSWAUC DETECTABLE � SURFA�E �R �' � ' NR , �: : . ' '« '. l'R .. . !'R 4"' PORTLAND CEMENT �� CONCRETE ON TOP OF ASPHALT BASE CONCRETE W/THlN WALK/NG l0'�?"' Af�EA /NClDEN7"AL TO "CROSSWALK L?ETECTABLE SURFACE" • NC LICENSE #F-0102 � P.O. BQX 33068 RALEIGH, NORTH CAROLINA 27636 PHONE: (919} 677-2000 CU2014 PAVEMENT SCHED�ILE C� l.5"' TYPE S95B t,'2 3" TYPE S9.5B �,'3 VAR. DEPTH TYPE S95B ar 4" TYPE ll9AB �� VAR DEPTH TYPE 1/9AB EI 4 TYPE B25AB �2 5' TYPE B25AB �� VAR. DEPTH TYPE B25AB J l0' AGGREGATE BASE COtlRSE Rl Y-6"' G10NCRETE CURB & GUTTER RZ r� �NCRETE CURB & GUTTER R3 5' MONOUTH/C CONCREiE /SLAND � 4" CONCREiE S/DEWALK % EARTH MATER/AL U EX/STlNG PAVEMENT V MILLING ASPHALT PAVEMENT,1.�' DEPTH N% VAR/ABLE DEPTH ASPHALT PAVEMENT EDiGE SLOPES ARE !� UNLfSS OTHERW/SE NOTED CROSS PIPE TIE-lN ci�ss � E" \ l � � C4RED HOLE �' ra&ovE Fcow uNEI 6' UNDER D�tA1N EXTENSIaN TQ STpRM SEWER STRUCTURE TlE—lN �� unra�E� ta�anr �ORA�lSSEwER � CON57RUCT ALL G'UNCRETE ISLANfl NOSES 5" MONOU7'HJC CONeRETf ISLAND IKEYED !NI tSEE GEOMErRY PLANSI TYPICAL�SECTIONS �__�// � � �- G�f�tiT � 0���.��' CA l ��r��i�i ��_...... . /�_�. � EXIST � -ORNEWAY W/DTH _ MATCH EX/ST D/W tV MATER/A4 �•' 4' CONC SIDEWALK 6" CONCRETE DRNEWAY 4" CONC S/DEINALK PROPOSED DRN�WAY WIDTH ISEE PLANS) C&G DRIVEWAY DETAIL A -L- STA 20+22 tLT> -L- STA 51+05 fRT) -L- STA 21+49 (LT) -L- STA 52+64 t�T) -L- STA 23+24 (LT) -L- STA 53+70 tRT) -L- STA 25+08 (LT� -L- STA 63+44 (LT) -L- STA 26+95 (LT) -L- STA 64+74 (LT) -L- STA 37+15 (RT) -L- STA 65+61 tLT) -L- STA 37+46 (LT) -L- STA 66+40 (RT) -L- STA 38+57 (RT) -L- STA 67+04 tRT) -L- STA 39+3? (LT) -Y5- STA 12+08 (RT) -L- STA 49+78 (LT) -Y9- STA 15+35 tLT) D RIVEWAY D ETAI L B SEE NOTES SEE PLANS a� Fna w�rn-H a� EX/ST/NG� GROUND GRADE TO TH/S UNE-J NO'TES: l. F�R EXISTING ASPHALT DRNEWAYS. USE 3" S9.5B ON 6" AGGREGATE BASE G�IRSE 2 FOR EX/STING GRAVEL DRNEWAYS, USE 6" AGGREGATE BASE COURSE 3. FOR EX/ST/NG CONCRETE DRNEWAYS. USE 6" JO/NTED G'�NCREI"E RE/NFORCED WITH WOVEN W/RE MESH ON S" AaGREGATE BASE G�URSE CURB TRANSITION DETAIL TRANSr!'lON T4P OF CURB T4 GUTTER ELEVATlt?N CURB & l'� GUTTER TlE TO S/DEWAUC, ASPHALT.OR EXISTING GROUND ,�_ � I�� T �5� y��R � FOR TIES TO SIDEWAUC,TRANSIIION BUTTER PAN UP T4 TOP OF CURB ELEVAT/ON MEDIAN UNDERDRAIN DETAIL �a �,_�a �� �-- EARTH MATERIAL r HQ% TQ J��rI�1.G Il 7 '" 1 � � � � riE��� � ���� , �...• 1. eP'�����, uu��`� L M �'�//////%� 0 6"PERFORATED HDPE � DRAIN SURROUNDED p� BY UNDERORA/N FlNE ABC COMPACT/ON REQUIRED FILTER FABRIC SHIX/LO UNDER BASE COURSE TO BE WRAPPED AROIlND 9' 3" PRaV/DE STABLE CURB AND THE OUfSiDE OF THE GUITER SLOPE = OA4 FT/FT UNOERDRAIN FlNE AGIGREGATE. NOTEsG'OORD/NATE UNDERDRA/N LOCAT/ON WlTH LANDSCAPE DESl6N � ANY UNDERDRA/N PASSlNG UNDER ROADWAY W/LL NEED TO BE PVC SCHEOULE 40 W/TH A M/NOMUM COVER OF Y BELOW BASE PROJECTe MITCHELL MILL ROAD WIDENING JOB NUMBER: SHEET NUMBER: 011063059 2-C � U ! DETAIL 1 'I SPECIAL LATERAL BASE DITCH , S F�i ( Not ta Scale) �Ae Naturat 3• j D 31 Ground � � B Min. D= 1.5 Ft. Max. d = 1 Ft. B = 3 Ft. Type of Liner= PSRM M STA. 10 + 98 TO STA. 12 + 87 -Y1- (L� DETAIL 7 INLET CHANNEL IMPROVEMENTS ( Not to Scale) . �10' X 8' RCBC (BURIED 1') EXIST GROUND �•�--- �"\ T �`1 ��?� i , . FILTER F�IC 2.0 1.0 J 1 1.0' 1� 2 CLASS f RIP RAP Z TO TOP OF CHANNfL 1' CONC. 10.0` SILL A � � 1'i I 1n` � � U 0 � � 0 � � 1 � -"� � � � � STA. 49 + 20 -L- {LT} DETAIL 11 RIP RAP PLUNGE POOL { Nat to Scale) DETAIL 2 SPECIAL ROCK CHECK DAM ( Not to Scalej WATER QUALITY ROCK CHECK EFFECTIVE 6" C?F FREEB�ARD SLOPE NATURAL FLO�I GROUND LWE BASE UF SINALE 10 YR. STORM 1.5' OF #57 STC?NE ELEVATION CLASS B RIP-RAP PROFILE 6,, aF FREEBC3ARD CLASS 'B' NATURAL RIP-RAP GROUND � f�,T�E�'� � O'R � 10 YR. 1.5' 3' STORM EVENT TYPICAL SECTION r�aTE: CHECK DAMS SHOULD BE SPACED SUCH THAT THE BASE 4F THE UPSTREAM CHECK 1S AT THE SAME ElEVATION AS THE TOP OF THE DOWNSTREAM CHECK. FROM STA. 10 + 98 TO STA. 12 + 87 -Yl- (LT) FROM STA. 43 + 5� TO STA. 49 +40 -L- (R T j PLAN RCP PIPE tSEE PLANS) -•.•;i!, *t ��`���y'•:��'�i'i:���, �.i�. ���7� �' i i� i. '�� ta�, ,,fJ � ' 1 I • i� 7:',i; ";+��� y,q��� �i.r �� t� v X ,� ►��, � !`�,�" • �'r.�,,;• . „ti :i� :'�' ti�1�'��"i � ���1;• � - . �..a...�.:�. � . . � ' � • � �0000000 �.��������0a� ���a0�a�� _ 24„ RCP A STA 50 + 13 -L- R7� STA 56 + 15 -L- RT} - � DETA�L 3 RIP RAP AT EMBANKMENT ( Not ta Scale) 4' Ditch �"-"' �, Grade Filter Fabric 2' Type of Liner= Class 'I' Rip-Rap w/ Filter Fa6ric DETAIL 4 TOE PROTECTION ( Not to Scale) O� NATURAL �I-'� ��� GKOUND t��.P' � d Ci = 2 Ft. FtLL b = 2 Ft. SLOPE TYpe of Liner= PSRM STA. 10 + 96 Yl- (LT) STA. 49 + 40 -L- (RT} FROM STA. 24 + 5t} T{7 STA. 2 7+ 55 -L- (R STA. 49 + 45 -L- tRl) STA. 56 + 78, �L- (RT} DETAIL 8 OUTLET CHANNEL IMPROVEMENTS ( Not to Scale} EXIST 10' X $' R�BC (BURIED 1'j GROUND -----.. ..,� � `�. , ��i� � • FILTER FABRIC 5' �� J 1 1'0' � L �-��-�� 2 CLASS I RIP RAP 2 TO TOP OF CHANNEL I...,�.- �p.0�� D ETAI L 12 STANDARD BASE TAIL DITCH ( Not to Scalej Nai�ural Natural Ground �, D ,�:� Groun d Filter Fabric g Min. D = 1.5 Ft Min. d = 1.0 Ft. B = 3 Ft. Type af Liner= Class 'B' Rip Rap OM STA. 56 + 45 T4 STA. 56 + 78 -L- (I STA. 49 + 39 -L- (R7� D ETAI L 5 BERNI 'V' DITCH ( Not to Scale) Natural � � roun ?,•� p h;1 RDWY a .� Min. D = 1.0 Ft. b = 5.0 Ft. FROM STA. 41 + 75 T4 STA. 42 + 54 -L- (LT) FROM STA. 42 + 50 TO STA. 43 + 50 -L- (LTj DETAIL 9 LATERAL 'V' DITCH ( Not to Scalej b Natural "'"'-- Fill Ground .�.� D�,:� atura{ Ground .. Slope d b = 5 Ft. Filter Min. D= 1.5 Ft. Fabric Min. d= 1.0 Ft. T pe of Liner= Class 'B' Rip-Rap � R O M . S T A. 4 9 + 5 0 T fl S T A. 5 0 + 5 0 - L- ( LT) DETAIL 73 OUTLET CHANNEL IMPRC3VEMENTS ( Not to Scole) Ex�sr z� s� x s� Rcee GROUND tBURIED l'� �~;��� .`t . ..._.-�-"' 3 /.0' / 1.0' FILTER FABRIC 1 � J 2 2 CLASS "I" RlP RAP TO TOP OF CHANNEL - �g,p� ' DETAIL 14 INLET CHANNEL fMPROVEMENTS EXIST ( Not ro s�ate} GROUND 2� 9' X 6' RCBC IBURIED /') � �`�.� � ` -- "'"" .1� . ~ � � � �.� FILTER FABRIC I � 2 2 ecc�sss Nr R�P R� �9.0� T0 TOP OF CHANNEL 2.0' SILL STA. fi0 + 30 -1.- (LT) DETAIL 18 DRAINAGE STRUCTURE 1011, JB WITH MH ACCESS AND WEIR C4NTRC}L NVERT EL 255.90 (N4T TO SCALE) STD. MANHOLE RING INVERT EL 256.20 AND COVER (TYP} WEIR EL 258.50 6" M1N. WIDTH �_ � � 36>, RCP � / '��, N .-.f- � � A STVI� S INVERT �� INVERT EL 256.20 EL 255.90 N OTES: 1. USE NCDOT STANDARD DRAWING 840.30 OR 840.31. USE STURCTURE INVERT THAT ALLOWS FOR MIN. DIMENSIONS SHOWN IN SECTION A-A. ,/� � EL 256.20 2. GROUT BOTTOM OF STRUCTURE FOR POSITIVE FLOW LINE. " �� 3. PROVIDE MINIMUM OF 6 INCHES BETWEEN OUTSIDE OF PIPE AND ANY WALL FACE. ORIFICE INVERT 4" DEEP AREA FOR 4. STRUCTURE TO HAVE ACCESS STEPS INSTALLED PER LOCAL REQUIREMENTS, EL 256.20 SEDIMENT STORAGE 5. MANHOLE ACCESS TO BE BROUGHT TO GRADE USING 6" GRADE RINGS WITHIN 24"(W)x15"{H) 2' OF THE FINISHED GRADE. SECTION A-A . imI - rn e o `i REV. No.s REVISIONs DATEs DRANIN BY� CHECKEO BY� � NThis document, together with the concepts and designs presented heretn, as an tnstrument of service, is �n ��O�I���� �` `� \ intended only for the speaific purpose ond clTent for which 1fi was prepared. Reuse of and improper ' r �reliance on thls document wtthout written authorization and adopfiton by Ktmley-Horn and Assoctates, �no. P e 0 e B 0 X 3 3 0 6 8- R A L E I G H, N 0 R T H C.A R 0 L I N A 2 7 6 3 6- 3 0 6 8 ..., shall be without Ilability to Klmley-Horn and Associates, Inc. Copyright Kimley-Horn and Associates, Inc„ 20Q6 i� Ei � N E e( 9 19 ) 6 7 7- 2.0 0 0 F A X o{� � g),6 7 7� 2 �'rJ � PE NO. F-0 102 STA. 57 + 54 -L- CR� �� DETAIL 15 ' SPECIAL LATERAL 'V` DITCH � ( Not to Scale) v� Fill � Natural n�1 „��� Slope � Ground 37 p F� i , �II Min. D= 1.5 Ft. '� Type af Liner= None ROM STA. 66+25 TO STA. 68+25 -L- (LT? DETAIL 6 SPECIAL LATERAL 'V' DITCH . ( Nat to Scnle) Type of Liner= PSRM Fill Slope Min. D = 1.5 Ft. Max. d = 1.5 Ft. FROM STA. li + 50 T4 STA. 15 + 00 Y9- (L� FROM STA. 11 +50 TO STA. 15+25 Y9- (RTj I DETAIL 1� ' CONCRETE LEVEL SPREADER DETAIL , PLAN VIEW ( Not to Scale) !� PIPE SEE PLUNGE PCJOL � �� DE!`AIL ll THIS SHEET i I/ I I � �,, �-. - -r ,� � � � I I o�� ( I � �, � ,� 4., � I I ��� � � A � � � I � � �JW� I I N m f N � � I i m � � J---� m + �m �,1� �t / CONCRETE PAVED D�TCH LEVEL SPREADER LEVEL SPREADER UP S�CTION-AA NOTES: l. LEVEL SPREADER SHALL FOLLOW LEVEL SPREADER UP EXISTING CONTOURS. NATURAL 3" LAYER OF *57 STONE 2 LEVEL SPREAt1ER SHOULD NOT GROUND FL:OW PATH BE CONSTRUCTED IN A �►�. RIPAR/AN BUFFER FILL COCATION. 3. TOP EDGE OF DlTCH SHALL p -� ".. �'c BE CONSTRUCTED AT EXISTING GRDUND El�l/ATION. CONC DITCH � 3' WIDE STRIP NCDOT STD 850AJ OF FILTER FABRlC STA 50 + 03 -L- {RTj STA 56 + 18 -L- (R� D ETAt L 16 SPECIAL LATERAL 'V' DITCH ( Not to Scale} 0�, Fill 1 �t�1. Sfope Natural '3'• � Ground `?y p F� d Filter Min. D= 1.5 Ft. Fabric Min. d= 1.0 Ft. Type of Liner= Class 'B' Rip Rap ROM STA. b7 + 50 TO STA. 68 + 25 -L- (RTj DETAIL 17 SPECIAL LATERAL 3' BA5E DITCH ( Not to Scale) ��� Natural S°A�, 3•J D n�:� Ground d Ps2M B Min. D= 1.5 Ft. Min. d = 1.0 Ft. B = 3 Ft. Type of Liner= PSRM M STA. 43 + 5U TO STA. 49 + 40 -L- (F DETAIL 18 STAN DARD BAS E TAI L DiTCH ( Not to Scale) Natural Natural Ground 2, j � �1 Groun D DETAI L 19 nn�►,. o= i.o Ft. �� B = 3.0 Ft. DRAINAGE STRUCTURE 1013, JB WITH MH ACCESS AND WEIR C4NTROL STA. 62 +49 -L- (LTj (NOT TO SCALE) STD. MANHOLE RING '"",�^T �' ^�� ^^ AND COVER (TYP) ?57.60 WEfR EL 259.80 6,> MIN. WIDTH , � , �. _ STEPS � 15" RCP C° 48" RCP {TYP.) _.�_____. q � q 2.00'� �2.50' MIN. M1N. INVERT NOTES: EL 257.00 1. USE NCDOT STANDARD DRAW►NG 840.30 OR 840.31. USE STURCTURE INVERT THAT ALLOWS FOR MIN. DIMENSIONS SHOWN IN SECTION A-A, EL 257.60 2. GROUT BOTTOM OF STRUCTURE FOR POSITIVE FLOW LINE. � �� ` 3. PROVIDE MINIMIJM -0F 6 INCHES BETWEEN OUTSIDE OF PIPE AND ANY WALL FA:CE. ORIFICE INVERT 4" DEEP AREA FOR 4. STRUCTURE TO HAVE ACCESS STEPS INSTALLED PER LOCAL REQUIREMENTS. EL 257.3Q SEDIMENT STORAGE 5. MANHOLE ACCESS T0 BE BROUGHT TO GRADE USlNG 6" GRADE RINGS WITHtN 6"(W)x5"(H} 2' OF THE FINISHED GRADE. SECTION A-A DRAINAGE� DETAILS � : : PROJECT: = MITCHELL MILL R4AD WIDENING � : nror ro sc,4cE . . . � JOB NUMBER: SHEET NUMBER: 0II063059 2-p ■ e � u - � � �� _L_ _r2_ ���; e� �,�� � ���� ��� � D A T U M D E S C R I P T I ON 3g S� � �f�` ���� " e q9 .#�" � �� ��yd,a"�'. . . . � Pi Sto �4t05.78 P/ Sto l8f75J2 � � P/ Sfo ll tfi7.U9 � � � � � � ���� � �� � L� - 48' l9' 14.2" �LT1 a- ll' 46 57.5 ILTI L� - 5t7' 5D' 2T.1" �LTJ� �� �`� �`` �� '`� � . ��� ��W'�� � ( �,� �" � THE LOCAL I ZED COORD I NATE SYSTEM DEVELOPED FOR TH I S PROJECT ��� r �� � � � � °� �' � ,�� � � �, �„�' _ � � _ � _ � � � � �� ,�� � � ����� ��� �� � �"� ��� � ���o���� � D- 8' 57 08.9" D- 2' 43 42.� D- 35' 48' 35.5 m g� ���� ����� � ���� � M�-����� �- ��° � I S BASED ON THE STATE PLANE COORD I NATES ESTABL I SHED BY .C' � � � � � � � C = 539.75' L = 43/.86' L = 141.97' � x� �� �� �` � , ���� � ���-���_���' NiF � ��;,��.��� ��� NCGS FOR MONUMENT "R I VER" T = 287.�9' T = 21fi.69' T = 76.04• � � ° �� � � ���� ��� �� ��� ..b� � �� � �°�� Ho EowNERS�a°ss°oc :� °�:��- � � � x�- ��� �` ,�� �,�:._�=��:� ' ���� �:.�� �� � � � �� �� � ��� � � W I TH NAD 83/2001 STATE PLANE- GR I D COORD I NATES �OF � R= 640.00' R= 2,100.�' R= 160.�00' � ,��� �� ,� � �:.�,.r� M-��� .. .�w ��� ����� k�, ,�`�� ��°� ��� NORTH I NG: 778, 920. 33 t ft l EASTI G: 2, 1+ 8. SE = EXISTIN� SE = EXiSTING SE = SEE `PLANS � � � .� � .w "°s ���" �`.µ.-, ° ��-�- _��$ � ,�x ����� � �; ��� �� N 14 44 22 t ft ) , RO = EXISTING RO = EXISTING - R(1 = SEE P�ANS � $N�_�..M... ...,. ��.:�.��� ��� .r�� .� �_--�-~. ���. �,�� �����e��� �� ,� �� �: ,.x� � ,��,�,�� � ���� �� ELEVATI ON: 245. 20( ft l v� � � .M� � � �� � � � � � � � � .�.�- --� --�� -���� ���x���� � � � � � � � �� � ���°'� ti� � � � � � � � � ��� � ��� �� � � � � � THE AVERA�GE COMB I NED GR I D � FaCTO� USED ON TH I S� PROJ ECT � �, � �9 � � � � 2 ,,�-���. f � �` � � � �. � � � � � � c �� � �� � � � � � ,��� � t GROUND TO GR I D ) I S. 0. 99992784 > � � � � � � � w � ° ' � � � ° � � � �f� � � �° RIP RAP EMBANKMENT � � � � �� � ��� � ����� ;�:� �� � -� ~����'�., ��. � � �, ��� � �,� � � < ��� �� �k� � � � � �,°.,��� � � THE N. C. 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Noa REVISION: DATE� DRAWN BYs CNECKED BY: C��) This document, together with the concepts and designs presented heretn, as an instrument of service. is \ intended only for the specific purpose and client for which it was prepared. Reuse of and improper � reliance on thts document without written authorization and adoption by Kimley-Horn and Associates, Inc. � shali be without liability to Kimley-Horn and Associates, Inc. Copyright Kimiey-Horn and Associates, Ino., 2014 ■ NC LICENSE #F-0102 � P.O. B�X 33068 RALEIGH, NORTH CAROLINA 2763fi PHONE: (919} 677-20�0 CU2014 ROADWAY P�LAN SHEET ► �`� G�q� � 2.0 0 4.0 . � • � ; �' � r : , 331b7t� : � � t . i : � � ° ; �► .,�� • ,.NG � N���,: ��. ����i��F$ � J � QP ����,, ��u���i�►►�� MITCHELL MILL ROAD WIDENING JOB NUMBER: O I IO63O'rJg SHEET NUMBER: . 4 � ❑� _L _ -Y3 _ P/ Sto /8+75.i2 PI �to 33f80.21 PI StQ l2+16.42 �= li' 46' S7.5' tLT� L� � 23' �5' 22.8" fRT1 L1= 26' 19' 29.4' CLT� D= Z' 43' 42.1" D= 2' 29' 28A` D= 19' 05' 54.9" t= 43�.�s� �= 926.88� c= �,��.�4� r= 2�s.s9' r=�s9.8�� r= �o,ls� R= 2,i�.�' R� 2,300.00' R= 3�.C�' SE = 4.025 SE = 0.43 SE = EXISTING Ro = �25.00� Ro =�50.� Ro = Fx�sr�nrc : � � � � � a � ,� CATHERINE P. & � �`'�, N �� JULIAN MCKELLAR � � � � � � � � � ��. � &4� X � ��€� -r3 - Por� sto. �o too�oo = � � � -L- POC �Sto.19f58.32 � � � ,� �} ��"' - 8� 24' 28.t.. � n�,���,�.� � ��„�n�, N/ F NED R. & MAXINE P. 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BOX 33068 . ; 433 7�: - � This document, to ether with the conce ts and desi ns resented herein, as an instrument of service is > RALEIGH, NORTH CAROLINA 27636 � : � o�, : � \ intended Onl for gthe S AC1fTC p � p � PHONE. (919) 677-2000 ♦ �' � �, ;• � y p purpose and cltent fior which it was prepared. Reusa nf and improper �i� �••.!�G ��E���• �� � reliance on this document without written authorization and adoption by Kimley-Horn and Assaciates, Inc. �� ✓ ••......•• �, �� ` Copfy rght �Kimiey-Hornit nd Associptes.nlnc., �2014ociates, inc. C�2014 •,,'� �/Ill�i► �,,,,, JOB NUMBERa ��'0�3059 SHEET NUMBEft: � 0 � �� � -L- -Y4° -Y5- � C 0 0 E CORDANCE WITH ALL � ������,o��� ;� $� � CITY OF RALEIGH AND/OR NCDOT STANDARDS AND P/ Sto 33f80.21 P/ Sto 1l +76�55 . 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LEE DAMIAN LOFTl�S�� �`�^-�;��,���������Q ;^� �°� � E DETAIL 2��h�� OUTLET� PROTECTION S� c � -��� �� ���� � ,� 5 °��=��,.. CLASS B RIP RAP m EST 7 SY FF y4 o+ � � �4 ��, "��� ���€ � '� � : ��`� �;���� HEET 2-D �.��. EST 6 TONS `- TCE---- c� � ���3 �; � � ��� � ` 4�' /F ST 75 TONS CL 'B' RIP RAP "`�"��#��� TCE � � � � ��..��,���, � � �- � �� TCE T . � � � ��� �� , � � � � , � �r� ���'� ���s:, BE JAMtN & ST 22 TONS *57 STONE '�°� � EST 15 SY FF E=--r- ' �� ������� ��� `� � �,�� x�.�..� , � � I�10�'x8' RCBC W/ � I' CONC SI�L (BURIED 1') � y � ,� �� ��, �` ��;� �°� �� � �, �"� =��1�IS A D. Cl45TR4�PLACE EVERY 25 CONSTRUCTl4N N4TES INV IN = 236.0 PLUNGE P00 OUTLET CHANNEL , .� EST 9 TONS 'A' RIP RAP c�, � !� ..����q� � �" � �� ����' �` � NJ� INV OUT = 234.0 IMPROVEMENTS '' "" �-� � �� ��"� 1 TIE TO EXJSTING CURB AND GUTTER �.. ��.��,�,� ��������� , �J����� : �.�.: � ��� ., °cn � �ST 3 TONS � TONE � ry � „�.�.,�� ��� �a�� � ���� { ,� � �,, r �� � ❑ JOE N. & CATHY H. RIDLEHOOVER CLASS I RIP RAP m� ►" �1' 14 SY FF `� � �� �_ � EST 25 TONS F-�� ' .� �`°����_���� : ,����� ��,� �x ,��,� M� "�� `�`��°�,��� �2 PROPOSED S/GNAL POLE tSEE S/GNAL PLAIlIS) r, ��P ELEV=240.00 � EST 35 SY FF r- N` BOTTOM ELEV=237.00 N/F �a�� � w �° ���. ���,�a:� �7 SEE DETAIL CR-1 SHEET 2-S EST 20 CY N �; °"�� � �° �"��` �`�°~� N�F Q PROP�SED CONCRETE DRNEWAY � � SEE DETAIL II SHEET 2-D o FIDELMAR ROSALES. �" �; m � �... GOMEZ GARCIA & � �� m ;�M��w� wANDA M. HOLLIDAY 08 SEE DETAIL CR 2 SHEET 2 S CHANNEL EXCAVATION ADELIA M. ASPIN ► �_ �: �4 RELOCATE SI�N SEE DETAIL 8 ��'� b ��� 3 �� �"�'���`� I � C NCRETE LEVEL SPREADER h 9 SEE DET�4/L CR 3 SHEET 2 S SHEET 2-D §� � � �� t� � ❑5 SEE MEDIAN UN�ER DRA/N DEl'AlL SHEEI' 2-C � 5 LF - CONC PAVED DITCH � ` � Qy � k��=, /p SEE DETAIL CR-4 SHEET 2 S � o� � EL V tTOP EQGE) = 239.50 � � �` -Y7- POT Q. IOfOO.� = Q PLUG,FILL,AND ABANDON EX/ST/NG � � RIP RAP EMBANKMENT �� ES 5 TONS �5� STONE �� �� �' ��� -L" POT S�. 41 f4E.lO ��� ��n CLASSC l i R P RAP �� SE DETAI� 10 SHEET 2-D ��a � ., , , ° � �� � `'� 2oi2 ,at�r TRAFF/C D/AGRAM 20�2 aor TRAFFIC D/AGRAM �"'� N� .� ;�� � ��°�,.� � �_���� 2035 AOT 2035 AD�T EST 5 TONS � � � � � � � �m�� ���������n ���� � `�°������,�,�r � � �� � � � � OHV = l0% � � �� EST 5 SY FF � � � � �� � ��,a, � . SEE DETAIL 3 �fln�„„ Y6- LONGDALF DRNE O/R = 7Q/. � � a� �`" ���� ����,�� TTST = i% SHEET 2-D O �`�P���� �"a�� ���'��e � DUAL = 2% Y8- . CAUBER W000S t7RNE � �Y �'� 64 LF 1$' RCP-IV �' �w DOWNSTREAM INV=235.00 � ���k" � -Y7- PC Sf4. IUfl4.7% � DM/ = roi Ec�v 2�.�o P/PE M'DRAULIC DATA �� SEE DETAIL THIS SHEET � ���� G00 !00 9200 � �ST 75% � 10 1i0'XS' f6i/R/EO rICONC.SICL s� � o � y� Q! T/E TO EXISTING CURB AND GUTTER �, w.. 60�0 ....1 1... loo /430io �_ �� tx/AL = 2'/. l8' RCP DRAINAGE AREA � l28 AC �, � END CONST RUCT IDN BYPASS PIPE 2 SEE MEDIAN UNOER DRA/N DET�41L SHEET 2-C „3� � r M C ELL MILL RQAD 0 9/00 -• � �32vo uvV 24�.15 DES/GN FREIX/ENCY � 50 YRS ❑ � -Y7 - P(�C Sto. ll f12.00 ro�oo 0 0 oHV - �vi � J� x�o DES/GN DISCHARGE ��o �F5 /520� 60i0 20�0 D/R = 75/. -L- !NV 24U.35 INV 24025 DES/GN HW ELEVATION' � 243r6 FT � MILL AND RESURFACE LIMITS �� _ l% 9� MITC Ell MILL ROAD IOiO YEAR D/SCHARGE = 550 Cf S DHV � !0% DiUAL = 2% • 139�0 OHV = l0% 18' �P 6' PVC /qQ YEAR HW ELEVAT/ON � 244.,3 FT SEE SHEET 12 F4R -L- PRO�ILE � DlR = T5/. _ . , � -Y7 -: PT Sto. 11 fZ 'Jr..3/ T7-ST = I/ Bpp DtR 75/. 0.5 4' 0.5 UVERTOPP/NG FREQiJENCY ��500 YRS p�,q� = y, TTST = I% i�/ERTOPP/NG D/SCHAR�GE a 942 CFS SEE SHEET 14 FOR -Y6- PROFILE -YT - POT Stv. 13f/S.�U n- P�NKH,� w,v' °iU� - v JUNCTION E�(iX Cill� t7VERTOPP/NG ELEVAT14N = 248.4 FT SEE SHEET 14 FOR Y7- PROFILE SEE SHEET 15 FOR Y8- PROFILE PREPARED IN THE OFFICE OF: ,,,�����CA �rh��i,, PROJECT: � Q. ��.... ..� / ♦ ■ ,•a ti S/p ..Yy'� _:�Q� , ': - 2.0 0 4.o MITCHELL MILL R4AD WIDENINGi � REV. 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PLYMOUT�1 � N/F �. � �HECK,TYPE A WITH PAM � CHECK.TYPE A � � � � � �OHN T. & SHARON � o JI D��°�II�AT -!. � �� M. BEADNELL. �y = �� BAGHDADI�;� � � � 0 11tPDES GE11t'ERAL STORMWATE�t PERMIT � � � � p.�„ �� SOIL STABILIZATI011� T�'ME�RAMES � �� � � � N�F � � � � � �����������, � ��:�,,���,�.o���� ° SPECIAL SEDIMENT CONTR4L TEMPORARY ROCK SILT ) .�°� ���� �� �� �� °�°. ,�� ��w°� �' � FENCE � CHECK TYPE B ��� �° a � SA�"a� Y �.���� �� � ����' �`�'��� �°,°��, � � �y . �„� ��„„.. ��w �.:.[C' �< b S/TE DESCR/PT/ON STABIUZATlON T/ME. T/MEFRA�/E EXCEPT/ONS N/F � �� ���� � .�� $ TEMPORARY GRAVEL ROCK PIPE INLET SEDIMENT aMES E.PET �������°� � �`�_�`"� ' �, TRAP,TYPE A �� ..w�,� �����:��°���� � �M�� � CONSTRUCTION ENTRANCE PERIMETER DIKES, SWA�ES, DITCHES AND SLOPES 7 DAYS NONE ��,�..�.•-��'" �, � � � .,�.,. � �. � ¢j HPGH QUALITY WATER tHQW) ZONES 7 DAYS NONE �° � IMPERV/�US DiKE TREE PROTECT/ON r�sE EROSrox axn sEVr�rr�xT cox�xoL Pr.�xs co�rLy � TPF SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1 14 DAYS ARE ALLOWED. wl�x � nECVr�t�ro�rs sET FoRZ� BY � THIS SHEET REPRESfNTS THE CI.EARI AND SLOPES 3al OR FLATTER 14 DAYS i DAYS FOR SLOPES GREATER THAN 50'IN 11tCG0100D0 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3,aou GRUBBING PHASE OF THE PROJECT. SEE SHEET DO NOT CUT TI3EE Q WATTLE � LENGTH. 1SSUED BY THE 11tORTH CAROLINA DEPARTMEIIIT OF ENVIRONMENT AND ALL OTHER AREAS WOTH SLQPES FLATTER TNAN 4el 14 DAYS NONE. EXCEPT FOR PERIMETERS AND HQW ZONES. N.4TURAL RESOURCBS DIVISIU11i OF WATER QUALITY.' � EC-8 FOR THE CONSTRUCTI4N PHASE. PREPARED iN THE OFFICE OF: ����+��t��►►��i� PRO�ECT: ,����.�� CA Q p�% ��i ,,,........ .�'�`�°,'oF�s s �o • :yq'•� . �.f) REV. No.: REVISION: DATEs DRAWN BY: CHECKED BY� � N� ���ENSE #F_o, 02 E R 0 S I 0 N C 0 N T R 0 L = ;• �� $�� 9� �; w 2'Q o 4.a M I T C H E L L M I L L R OA D. W I D E N I N G Q P.O. BOX 330B8 � ; � � RALEIGH, NORTH GAROUNA 2763B P LAN S H E E T = ° 3 3, 6' = This document, together with the concepts and designs presented here(n. as on instrument of service. is :� :� : PHONE: (919) 677-2000 � '. �` � �• � \ intended only for the specific purpose and client far which it was prepared. Reuse of and improper '���� ��.,NG (�jti�;.;� ,��� � reliance on this document without written authorizatio i and adoption by Kimley-Horn and Associates, Inc. C�2o14 �i G�� JOB NUMBER: SHEET NUMBER: ` Coply rght �Ktmley-Horn tQnd Assoc at srnlnc.,d20 14octates. nc. ,���iuuiii,� ��, 0 I I Q6305� EC- I C 0 � � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. � � � CITY OF RALEIGH �. M � � All Construction must be in accordance with all Local, State, and Federal Rules and Regufations. �' � �����.��.� N�F N/F A TRANSPORTATION SERVICES � � � � ELBERT P. & GERAI.DINE 5. wiLSQN THOMAS & KEITH HARRISON. � � � M REBECCA wOLFE � z � � � �i � N/F � � � PUBLIC UTILITIES � � 4� JUL AN M�CKELLAR �� N/F .�,��n.�� + � STORMWATER � �� N � � NED R. & MAXINE P. JOHNSON � � s€ g � PLANNING � � N � � �� � �'� � FIRE �� �: �;, �� � � � � �``�� �� �� � URBAN FORESTRY � � � � ?` � �� �, � � �; � � � E. �� �� � � ���xi�� .a.�. �K�a ���.���n�� N/F � ` TEMPORAR?' 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No.s REVISIONa DATEs DRAWN BY: CHECKED BYs MC LICENSE #F-0102 O P.O. BOX 33068 This document, together wlth the concepts and designs presented hereTn. as an instrument of service, is RALEIGH, NoRTH GAROLINA 27636 P LAN S H E E T RHONE: (919) 677-2000 N intended only fior the specifiic purpose and client far which it was prepared. Reuse of and improper � reliance on this doaument without written authorization and adoption by Kimley-Horn and Assoctates, Inc, CQ2q14 � shall be without Itabflity to Kimley-Horn and Associates� . Inc: Copyright Kimley-Horn and Associates, Inc.. 2014 THIS SHEET REPRESENTS THE CLEARiNG AND GRUBBING PHASE OF THE PROJECT. SEE SHEET EC-9 FOR THE CONSTRUCT10N PHASE. PROJECT. : : Z.a o 4.o MITCHELL MILL R4AD WIDENING � . _ . : ► JOB NUMBER: SHEET NUMBER: 0 I 1063059 EC�-2 0 � ��� � �� ��,� �� ���� � ALL CONSTRUCTION TO BE W ACCORDANCE WITH AL� CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. 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INSTALL 3 B f¢'�S � 20' SPACING � i� � � �� z � .a� �. � . � � � � � ROCK INLET SEDIMEIVT � SKlMM R S�ZE _ .3"' �4 � � l a � � � � �" TEMPORARY SILT FENCE �--�—� TRAP, TYPE C vRrF�c�t - �.o� �, �� � � � ���`{y �"��°�"°"�„rt,=� SEE DEI'A/L SHEEI EC /T � � , � \\ � DETAI� I � \ � .��F ea�t�"a���u:��` . . . . . ' ` � � 1 . . � ��� ����' TEMPORARY RQCK SILT TEMPORARY ROCK SILT TEMPORARY DIVERSION DITCH , a ��; �� � � � � � � ���g� �������-,°� � � � � ���$ CHECK,TYPE A WITH PAM � CHECK,TYPE A � t Not to Scale) � �`� � � �� �� � g� � � f. . . � . . � � . � � � � . ` SPECIAL SEDIMENT C�NTROL TEMPORARY ROCK S1LT � � Natural , � � `� � �� ! Ground � � FENCE � CHECK, 71'PE B 2;� D Z: � � � TEMPORARY GRAVEL ROCK PJPE INLET SEDIMENT Min. D- 2 Ft � CONSTRUCTION ENTRANCE TRAP,TYPE A - � �� � Temporary Liner = SEE PLANS IMPERVIOUS D/KE �.■� TREE PROTECTION TPF -L- STA q7+04 TO 47+31(LT) -L- STA 47+16 TO 47+40 tLT) T�iIS HEET REPRESENTS THE CLEARING AND L�? NOT CUT TREE O WATTLE ' GRUBBING PHASE OF THE PROJECT. SEE SHEET -L- STA 47+93 TO 48+68 tRT) EC-11 FOR THE CONSTRUCTION PHASE. � REY. No.e REVISION: DATE: DRAWN BYs CHECKEQ BYe NThis document, together with the concepts and designs presenfied herein, as an instrument of service, is \ intended only for the specific purpose and client for which it was prepared. Reuse of and improper � reliance on this document without written authorization and adoptton by Kimley-Horn and Assaciates, Inc. � shail be without Itabtlity to Kimley-Horn and Associates. Ina Copyright Kimley-Horn and Associates. Inc., 2014 PREPARED IN THE OFFICE OF: • � NC LICENSE #F-0102 P.O. BdX 33068 RALEIGH, NaRTH CAROLINA 27636 PHONE: (918} 677-2000 02074 EROSION CONTROL PLAN SHEET ,,���p�nvi, 0��� ��. ..,.� ��i� :� .��0 E S � •9��� : Q � 2.0 0 4.0 � . ., � : .. s i A��� w� � ' � � � r .. - V •i P�� i � f '��i_ .'•.. G I NE��'� ��� PROJECTe MITCHELL MILL ROAD WIDENING NUMBER: 0 I 1063059 SHEET NUMBER: EC�-4 u i � �� I( ,� TEA/PORARY SED/MENT gAS/N ��/ tc'� �.,,I E E I �-,�.n,�°�. 52' X/48" ITQP OF BERM1 ut� 5 �� �, WEiR LENGTH - 27 / O '" � � ° � � F _ W�,TRT �LEV = 24T.0' , NOLA ���'LEE . 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WITH BAFFLES � �;,:�° ��� g � ������ � � � � � � � � ROCK /NLET SEDIMENT ❑ � .� � � `��° � �`° � v L T � �� �, � g. °� � CITY OF �ALEIC♦.�IH TEMPORARY S/LT FENCE TRAP.TYPE C �� � v �� � ��� �� `' T ��y ���°� � � � DE AIL I ����.�- � � � \ � TE�IPORARY ROCK SILT TEMPORARY ROCK S1LT TEMPORARY DIVER�ION DITCH �� � . �����`� , � � - �� � o Ail Construction must be in accordance with all Local, CHECK,TYPE A WITH PAM CHECK,TYPE A t Not to Sccale) ,���$�a� .��� ,��,.:� �, � cMo State, and Federal Rules and Regulations. � v �_ �� � � � �� ., � 6��, � � O TRANSPORTATION SERVICES ���� �� ��a > "� � � SPEC/AL SED/MENT Ct?NTROL TEMPORARY ROCK 5/LT � ��� � � . � � � Notural � �� � PUBLIC UTILITIES FENCE � CHECK,TYPE 8 � ?.� Q 2.\ Ground BR�NA CR0 �, ,� �� � � � $ � $ MON L. PAR ��, : J � � STORMWATER Min. D= 2 Ft � �� ��`°� t TEMPORARY GRAVEL �RAP TYPE A � SE�IMENT ���� �� �� � � P CONSTRUCTION ENTRANCE � "°�e � �, � LANNING t �, � Temporary Liner = SEE PLANS � � ' �c FIRE IMPERVIDUS D/KE ��o■ TREE PROTECTiON TPF —L— STA 55+84 TO 56+19 (LT) THIS SHEET REPRESENTS THE CLEARING AND URBAN fORESTRY OD NOT C1JT TREE � WATTLE ' GRUBBING PHASE OF THE PROJECT. SEE SHEET EC 12 FOR THE CONSTRUCTI4N PHASE PREPARED IN THE OFFICE OF: ■ � REV. No.s REVISIONe DATEe DRAWN BYx CHECKED BY: � � This document, together with the concepts and designs prssented herein, as an instrument ofi servtce, is \ intended oNy for the spectftc purpose and cllent for which it was prepared. Reuse of and improper � reliance on th(s document wtthout written authorization and adop#ion by Kimley-Horn and Associates, inc. � shall be without Itability to Kimley-Horn and Associates, fic. Copyright Ktmley-Horn and Associates� Inc., 2014 NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27B36 PHONE: (919) 677-2000 C�2014 EROSI4N.�4NTROL PLAN SHEET PROJECT: 2.0 0 4.o MITGHELL MILL RQAD WIDENING JOB NUMBER: SHEET NUMBERe �I1063059 FC—S � � � iJ V '^'V 1 _ � � w � � "�„ � �r� v1 � i W � v � � '`� � S/LT HECK �%VPE �A � � ��� �� � � AT 50' SPAG�I GS AS � �; � 0lTCH JS EX AVATEL ri � � I �� � � � � 9 � � ; � .� � N!F � "` wAKE CR SSROADS COM�ONS L � a � i�=�m���-�����.�F�� � M.�.�.� �,. ���..n...� ��� � 4 �� � ����`� 5 o� � �� ��. � ����,� � �� �, '-�„ � �, -�°- � � ��� � � . � � � _��� �� �, ;�T � 4. � _,,_-� �„w F � ����. ALL CONSTRUCTIQN TO BE IN ACCORDANCE WITH ALL ' �� � CITY OF RALEIGH AND/OR NCDOT STANDARDS AND ���.��`������� �;����� � ,� �,°"' ��� ; � � SP�ECIFICATIONS. �P.�- ������,s�' �� � �� � CITY 4F RALEIGH � � � ro All Construction must be in accordance with aii Locai, Y� State, and Federal Rules and Regulations. co`° p TRANSPORTATION SERVICES � 3 PUBLIC UTILIT1ES 6 STORMWATER � PLANNING � Y FIRE URBAN FORESTRY ��.,.�� :��������'��� ����� ���� �� � ������� ���' ��� � �.�����' #�� ��� € = � a�Q:��� �� � `�, � "���° � �� �� r ���� ��� ���� �;,"° '� ��tl ��'��° � ��.� ����`� ,��,�, �:�� � � ��a � �tl��. � �,�����n��.�.�,w���....� �a���,�„�� � ��..� ��,o,w ,�,�..�m�,��.�,< .��.�,.�,�,� w..�x��..�„�,�.�4��,�.,�x�� . �r.,�,�.�>.��.��a���,�,r .���.,�����,.���...,�.M.��� ��, � �,��,�.�� � � �! � �.:<�.�a,� � ���a��, � A� � � N/F � �, ��� � ��� g N/F � � NOL A H. L EE ��,� �� 2� � ���°�"� �Po���?� NOL A H. L EE � � � ��„�;,�� - ,�-���� ' ��,����°�.°":. � � � J I� . � � - � . � � � ��� � � � r��inna�ryv nu�n� nui wAKE CROSSROADS COMMONS LLC N/F wAKE CROSSROADS COMMONS LLC � REV. No.: REVISIdN: DATEe dRAWN BYs CHECKED BY: NThis document� together with the concspts and designs presented herein, as an instrument of service, is � ini-ended oniy for the specific purpose and ciient for which it was prepared. Reuse of and improper �b reliance on this document without written authorization and adoptlon by Kimley-Horn and Assaciates, Inc. � shall be without Itability to Kimley-Horn and Associates, Ina Copyright Kimley-Norn and Associates, Inc.. 2014 PREPARED IN THE OFFICE OF: ■ � ����� ,����'�.�� � er.����°���:����.. ,.. NC LICENSE #F-0102 P.O. BOX 33068 RALEIGH, NORTH CAROLINA 2763fi PHONE: (819) 677-2000 C�2014 CONSTRUCTION UMIT SK/MMER BASiN WITH BAFFLES TEMPORA14Y SILT FENCE TEMPORARY ROCK SILT CHECK,TYPE A WITH PAM SPECIAL SEDIMENT CONTROL FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IMPERVIOUS DIKE (� NOT CUT TREE C � F — —' � EROSION CONTROL P�AN SHEET LEGEND � � � � � � � � �� � �� ��� � �� � � �� �� �i i I� ¢��� �� � �� �� � � � � � �� �� � � � � � � � �� � �e .• ( � . �� N/F NOlA H. 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TPF � PROJECT: � �- �.,, � ��.e_ _ � �.�.._ � • ��`�` `� � � � � � � �� � �� ���. _.�� ��� � � � � ��.�� � � �`��-� . ���t�� `�°-�. �__�__ �,.. -�.. �� � _ �. �,- : � ��. ,� .._,•-.-.w " ,.-°"�°° �M :"'... �..� � t % ,� o" � 4 �� � � � � . .�-.«...��,�.�.�._......» aa.�,��., ,.,_»....�.m. «..M«..��.« � � �� -� �� � .�.,w�.�..�, � � �� � � � � . .� � � � � ��.� � � � � � ��� 3 � � A � �� - � � � �� � �� �� � � � / � � �� � l $ � /� � � � � �'� i 1 � � � ��� ���� �� � � ` ����� �"�°���� ��� �� THIS SHEET REPRESENTS THE CLEARING AND GRUBBING PHASE OF THE PROJECT. SEE SHEET EC-13 FOR THE CONSTRUCTION PHASE. 2.0 0 4.o MITCHELL MILL R�AD WIDENING �� JOB NUMBER: 011063059 SHEET EC�-6 � 0 LEGEND CONSTRUCTION UMiT SKIMMER BAS/N WITH BAFFLES TEMPORARY SILT FENCE TEMPORARY ROCK S1LT CHECK, TYPE A W/TH PAM SPECIAL SEDIMENT CONTR�L FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE _ - �� , .... ..... .... ,`. IMPERVIOUS DIKE � DO NOT CUT TREE a a � � � .� � � 0 O � 4 ... � ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL � CITY OF RALEfGN AND/OR NCDOT STANDARDS AND � SPECIFICATIONS. � -� ~ CITY OF RALEIGH � � o All Construction must be in accordance with all Local, oState, and Federal Rules and Regulations. p TRANSPORTATION SERVICES b�,' 3 PUBLIC UTILlTIES � STORMWATER � PLANNING � FIRE URBAN FORESTRY UMITS OF DISTURBAIVCE lLABELED ON PLANSI TEMPQRAfiY DiVERSI�N DITCH ROCK INLET SEDIMENT TRAP, TYPE C TEMPDRARY ROCK SILT CHECK,1�'PE A TEMPORARY ROCK SILT CHECK, TYPE B ROCK PIPE INLET SEDIMENT TRAP, TYPE A TREE PROTEG'TION WATTLF TD�►- TD N/F wAKE CROSS ROADS BAPTIST CHURCH INC � REV. Noa REVISION: dATE: DRAWN BYa GHECKED BY� NThis document, together with the concepts and designs presented herein, as an i�strumen# of service� is � intended only fior the specifiic purpose and cltent for which it was prepared. 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BOX 33068 RALEIGH, NORTH GAROLINA 27636 PHONE: (919} 677-2Q00 O2Q't4 N/F NOLA H.LEE ER4SIQN C4NTROL PLAN SHEET i5 � � � �� � �■ ..� aMo Q Z THfS SHEET REPRESENTS THE C�EARING AND GRUBBING PHASE OF THE PRC}JECT. SEE SHEET EC-14 F4R THE CONSTRUCTION PHASE. MITCHELL MILL R�AD WIDENING JOB NUMBER: SHEET NUMBER: 0 f 1063059 EC�-7 �❑ C ����i •- � "� ��' � � ,��" � �� �,� � � �w�` �,�.� ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. � . . _ . . � ���i�r ,� . _ . a� _ .. _ - - - . �� �,�,,� 3s���� ,� � . �����a�'�ta�� � � . � . . � �o� . 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BEADNELL 0 11t�',l?ES GE11tERAL STURMWAT,ER PEI�'MIT ��� � ��- � �" , 1 1 .���. �, �.� � � o SOIL STABILIZATl0111 TIMEF���,�IES �� �� ��..�� � � NiF �� . � �� �-�-�.� .���.��� �� ��.� �� 4 � SPECIAL SEDIMENT CONTROL TEMPORARY RDCK S1LT � �, � .w��`"` A�.ISA G�4��°f?�AY � , '�� :��-� �" �� � FENCE � CHECK, TYPE B �,�� � � �� � ��,��-�°�, � : , � � � � �� � � � � � � N/F � � �� �„�°` � �. � �� g SJTE DESCRIPTION STABlUZATION TIME TIMEFRAME EXCEPTIONS ��AMES E.PE T��� �� ,,,�� "°°� �'� �, TEMPORAf�' GRAVEL ROCK PIPE INLET SED/MENT � � � � � � CONSTRUCTION EINTRANCE TRAP,TYPE A PERIMETER DIKES. SWALES. DITCNES AND SLOPES 7 DAYS NONE � ��`��p��� � '"""�����"�'"�`���� � �� � 0 � �- ,.��„ �"� HIGH QIJALITY WATER fNQW) ZONES 7 DAYS NONE �� TREE PROTECT/ON , THESB EROSl411t AND SEDIMENT CONTROL PZAM5 C4MPLY � IMPEI�IOUS DIKE � TPF IF SLOPES ARE 10 OR LESS 1N LENGTH AND ARE SLOPES STEEPER THAN 3sl 7 OAYS NOT STEEPER THAN 2sl 14 DAYS ARE ALLOWED. wrrs � x�cUr.�zroxs sET FoRZ�r BY � THIS SHEET REPRESENTS THE CONST��CTION SIOP�S 3el OR FLATTER 14 DAYS T DAYS FOR SLOPES GREATER i'HAN 50'JN NCG-010000 GENER�4L CdNSTRUCTION PERMIT EFFECTIVE AUGUST 3,2011 PHASE OF THE PRCi.JECT. SEE SHEET EC-1 DQ NOT CUT TREE O WATTLE � LENGTH. ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND ALL OTHER AREAS WITH SLOPES FLATTER THAN 4al 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HtiW ZONES. NATURAL RESOURCES DIVISION OF WATER Qvar.rz�: FOR THE CLEARING AND GRUBBING . PHASE. PREPARED IN THE OFFICE �F: �����������h���,, PROJECT: .......� / ♦ � �•,,�0: ' ES S / ' .�q',� � REV. No., REVISION: AT = N� ���ENSE #F.�,a2 E R 0 S I 0 N. C 0 N T R 0 L ::' � 9': = 2:0 ,° 4.o M I T C H E L L M I.L L R �AD W I D E N I N G O D E D R A W N B Y i C H E C K E O 8 Y r P. O. B O X 3 3 0 6 8 C� � '� CV This document, together with the concepts and designs presented heretn, as an instrument of service, is RAIEIGH, NORTH CAROLINA 27636 P LAN �.7H E ET � ; 0 3 3 1 7��� : \ intended onl for the s scific P H O N E: ( 9 1 9} 6 7 7- 2 0 0 0 i ' F ��" �: � y p purpose and cllent for which it was prepored. Reuse of and improper �� ''•NG � N�,•,r .` � reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. c 20�4 ����'�'q ���""'����G�'���, JOB NUMBER: SHEET NUMBER: \ Copyrbight iKimley-Hobinit nd Associa�es.nlnc.,�20s� ciates, Ina : O ,���ii��iir� i��� Q I 1063059 EC-8 ALL CONSTRUCTION TO BE IN AGCORDANCE WITH ALL � ' CITY OF RALEIGH AND/OR NCDOT STANDARDS AND # z SPECIF'ICATIONS. � � � � � CITY OF RALEIGH x � � � � All Construction must be in accordance with all Locai, � � ,� State, and Federal Rules and Regulations. � � ���" � ELBERT P. & GERALD�NE S. w�LSON THOMAS & KE TH HARRISON. � Q �ANSPORTATION SERVICES ,�� �� � � REBECCA w�LFE ' Z PUBUC UTIUTIES � N/F � ��. � � � .. � CATHERINE P. & �y „,,����.�.,� �� Q � `� � � JUIIAN MCKELLAR � N/F c.� STORMWATER � NED R. & MAXINE P. 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SEE SHEET EC 2 � �� � �� ,,��� � � FOR THE CLEARING AND GRUBBING PHASE. ��r�� PREPARED IN TME OFFICE OF: ��,�i����t���� � ��,�� CAR �,,�� PROJECTe �°,,.... / �� .• , F j ' •'f'q'. ' N� ���ENSE #F_o,a2 E R O S I O N C O N T R O L �;� � �"-�'�. ' 2.0 0 4.o M I T C H E L L M I L L R OAD W I D EN I N G 4 REV. No.e REVISION� DATE: DRAWN BY: CHECKED BYs P.O. BOX 33088 ' ■`• : � This document, 1'Oge1'h9t' with the COhCe ts and desi ns i tzt��eiGH, NORTH CAROLINA 27636 � : 0331b7 ; CV p g presented herein� as an instrument of 5er���e, 5 P LAN S H E E T : .•� •: � intended oni for the s ecific ur, ose and cilent for which it was re ored. Reuse of and im ro er PHONE: (919)677-2000 �� �F ����: •� Y P P P, P P P p �i '•N� r H��:•• .` � reliance on this document without written authorization and adoptton by Kimley-Horn and Associates, Inc. C 2014 ���'�'q �""'��� C�'���, JOB NUMBER: SHEET NUMBER: \ Copyr�ight 1Kimley-Hobn t nd Associates.nlnc., � 20s� ciates, Inc. O ,���i�+uiiu i��� 0 I 1063059 EC�-g � C �, 4 � � � � 0 � L � 4 � � � - � � ,� N/F WAKE HIGH MEADOWS HOMEOwNERS ASSOC ;' V � � _ :, �•� (f; "' --.-:,; . �, ��Y ;��;��.0 . ; �g. � ' + ��3�� ��4�� � � �� � �`��� ��� ��'� �:k"„„rv..� � � �� ��� '�„ N. � �.. � �,y Q �" ����; ������� ��. i � ���� � � �: � A:�� � � .� .�; � U � � �,�ou.� t ��p�lE � � �° C �� ST � DE 2� 8 � �� � �� , �� � � � � �(,�i REV. No.: REVIS�ONs DATE: DRAWN BYs CHECKEd BY: NThis document, together with the co�cepts and designs presented herein, as an tnstrument of service, is � intended only for .the specific purpose and citent for which it was prepared. Reuse of and improper � reliance on this document without written authorization and adoption by Kimley-Horn and Associate.s, Inc. � shall be without liabtiity to Kimley-Horn and Associates� Inc. Copyright Kimiey-Horn and Associates, Inc.. 2014 � m��.�j�x�a...�. ���' � ��X�� / �� � �f — �` — — � ��� �.� � � � 3 � � °�a �;�' �, �v ���� ��. ����� � �� � �� �� ������ � � �� ���v g�, ��� � � ; � { � �����d�e�,����,�.,��„ �. �.� �M1����� ����������� � ������.� : ���r�� ��.��� � � � � � � � �.��.��� a� � � �.� .�. ,.,�, x ��� i ,� � °�� � � _.. a � � � � � � �� � � � � � �� � � � � � ��� � � � � a� � � Y ������'�� � � ��� � �� � � , & �.r�,,�,���,�� � � � � N/F '" JOSE OLOVERIO & VICTORIA MENDOZA ������ ��� �� �����n.������a. w�. �������.��:,� �� ������ �� � ¢��,� � � � �� �P �,.�� .��� PREPARED IN THE OFFICE OF: CwARI.OT TE PARKER ��.�..�„�..�.a,�� �.._.��, �.. N/F�.�� N/F _ SUSAN W. CRUMPLER LISA R. NOLEN .�. ._�_�____ �i�°""� ����°�`� ■ � NC LICENSE #F-0102. PA. BOX 33U6$ RALEIGH, NORTH CAROLINA 27636 PHqNE: (918) 677-2000 CU2014 � SKIMMER BASIN WITH BAFFLES TEMPORARY SILT FENCE TEMPORARY ROCK SILT CHECK,TYPE A Wrl"H PAM SPECIAL SEDIMENT CONTROL FENCE TEMPQRARY GRAVEL CONSTRUCTION ENTRANCE IMPERVlOUS DIKE � NOT CfIT TREE � � � .� __..._� � � NiF � WAKE HIGH MEADOMIS � H4�EOwNERS aSSOC � � � __� 0 R4ADWAY P�LAN SHEET M 0� �L Z ! tl/lT'!'� /1� ILHDCLCtI U!Y t-LHlVJJ TEMPORARY DIVERSION DlTCH ROCK INLET SEDIMENT TRAP, TYPE C TEMPORARY ROCK SILT CHECK, TYPE A TEMPORAf?Y ROCK SILT CHECK, TYPE 8 ROCK PIPE INLET SEDIMENT TRAP, TYPE A TREE PROTECTION WATTLE TD�►- TD TPF � PROJECT: ALL CONSTRUCTION TO BE iN ACCORDANCE WITH A�L CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. CITY OF RALEIGH Ali Construction must be in accordance with all Local, State, and Federal Ru1es and Regulations. TRANSPORTATION SERVICES PUBLIC UTILITIES STORMWATER PLANNING FIRE URBAN FORESTRY BUTTQNS & BOwS PRESCH04L � � � � � � � � $� � ` ' � —15' RCP-lil � � j��' �V � �..ww.�M�,m;��;.� � �,� '�=������s.o,, j , , `. ,`�t Cu ���� "�" �� ���s��., ���. � c�'.-tt� � O �� � �� "��� � ��� r �a��� v �y� � W � � � � � THIS SHEET REPRESENTS THE CC)NSTRUCTIQN PHASE OF THE PROJECT. SEE SHEET EC-3 FOR THE CLEARING AND GRUBBING PHASE. � • � � ' � ' � � C' � �� JOB NUMBER: Q I 1063Q59 SHEET NUMBER: - EC— 10 u . O► � � � � � O y L � O � �i , � _ � � 4 � M O ` �,,U 3 8 � � � � � � C �_J N/F = TRI & TAMMY H. 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W1TN BAFFLES � ROCK INLET SEDIMENT � ~ CI� C�F RALEI�H TEMPORARY SILT FENCE TRAP,TYPE C � . . . . . . . . . �J � TEMPORARY ROCK SILT TEMPORARY ROCK SILT ro AI1 Construcfion must be in accordance with all Local, CHECK,TYPE A WITH PAM � CHECK,TYPE A � c� State� and Federal Rules and Regulations. � TRANSPORTATION SERVICES ° SPECIAL SEDIMENT C�NTROL TEMPORARY �'OCK SILT , 3 PUB�IC UTII�ITIES FENCE � CHECK,TYPE B $ sTORMwA�R TEMPORARY GRAVEL ROCK PIPE INLET SEDIMENT P�ANN�N� CONSTRUCTION ENTRAIVCE TRAP,TYPE A � � � �� � � � � � � � FIRE IMPE�IOUS DIKE � TREE PROTECTION TPF URBAN FoRESTRY D0 NOT CUT TREE � WA7%�LE � �1�i REV. No.a REVfSION: DATEs �RAWN BYs CHECKEO BYa N� This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client fior which it was prepared. Reuse ofi and improper � reliance on thts document without written authorization and adoption by Kimfey-Horn and Associates, Inc. � shall be without lia6ility to Kimley-Horn and Assoctates, Inc. Copyright Ktmley-Horn and Associates, Inc.. 2014 PREPARED IN THE OFFICE QF: ' EROSION CONTROL NC LICENSE #F-0102 P.O. 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SEE SHEET EC-b F4R THE CLEARING AND GRUBBING PHASE. ��������CA�p i��� PROJECT: ����'F:�S5� `�'l'-9�'•, ��° "-��: � 2.0 0 4.o MITCHELL MILL `RUAD WIDENING ' � SEAL `� : : � � � ; 033167 ; � 't : :,FN� r ���,�,:� ��. �I���f�s �,. � eP,,��,, JOB NUMBER: SHEET NUMBER: _ �i����r���,►N 0 I! 063059 EC- 13 ■ � � u CONSTRUCTION UM/T SKJMMER BASIN W1TH BAFFLES TEMPORAf?Y SILT FENCE TEMPORARY ROCK SILT CHECK, TYPE A WITH PAM SPECIAL SEDIMENT CONTROL FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE IMPERVIOUS DIKE DO NOT CUT TREE LEGEND e F A--�-�� � � � a � � � .� :� ,� 0 0 � 0 � �A�� CONSTRUCTION TO BE IN ACCORDANCE WITH ALL � CITY OF RALEIGH ANDfOR NCDOT STANDARDS AND � SPECIFICATIONS. � -� � CITY UF RALEIGH � All Construction must be in accordance with all Local, State, and Federol Rules and Regulations. 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BOX 33068 RALEIGH, NORTH GAROLINA 27B36 PHONE: (919) 677-2000 C�2014 N/F N4LA H. LEE EROSION CtJNTROL PLAN SHEET l5 tt?D � � � � � ! • �� ■ �■ oMo a z THIS SHEET REPRESENTS THE CONSTRUCTION PHASE QF THE PROJECT. SEE SHEET EC-7 FOR THE CLEARING AND GRUBBING PHASE. PROJECT: MITCHELL MILL ROAD WIDENING )B NUMBER: SHEET NUMBER: 0 I 1063059 EC— 14