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Home My WebLink About20150995 Ver 2_Park_Depot_Greenway_Final_Plans_20190403DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 --------------------------------------------------- O� � � � O N N O N � O � C � � O � � � � Q L � I ; O N N N I OO � � O � �l � i � � O N \ � See Sheet �-A For I ndex Of Sheets See Sheet �-B For Conventi onal Sheet Symbols PARK - DEPOT GREENWAY F U QUAY-VARI NA N O RTH CARO LI NA 2 752 6 i TI P PROJ ECT N O: U-5530GA WBS E LEME NT: 44111.1 F B8 FEDERAL PROJECT NO: STPDA-0507 10 TYPE OF WORK: GRADING, BOARDWALK, DRA/NAGE, PAVING, SIGN►NG, AND MARKINGS LENGTH OF PROJECT: WAKE COUNTY GOVERNING AGENCIES CONTACT WATER COMPANY TOWN OF FUQUAY-VARINA UTILITIES DEPT 401 OLD HUNEYCUTT ROAD FUQUAY-VARINA, NC 27526 (919) 753-1013 TEL CONTACT: CHRIS GRIMES SANITARY SEWER COMPANY TOWN OF FUQUAY-VARINA UTILITIES DEPT. 401 OLD HUNEYCUTT ROAD FUQUAY-VARINA, NC 27526 (919) 753-1013 TEL CONTACT: CHRIS GRIMES NATURAL GAS COMPANY PSNC ENERGY 2451 SCHIEFFELIN ROAD APEX, NC 7502 (919) 367-2720 TEL CONTACT: NAKIMA BOGAN FIRE CHIEF FUQUAY-VARINA FIRE DEPARTMENT 401 OLD HUNEYCUTT ROAD FUQUAY-VARINA, NORTH CAROLINA 27526 (919) 753-1002 TEL CONTACT: ANTHONY MAULDIN EROSION CONTROL NCDENR DIVISION OF LAND RESOURCES 3800 BARETT DRIVE RALEIGH, NORTH CAROLINA 27609 (919) 791-4200 TEL CONTACT: JOE DUPREE ENGINEERING DEPARTMENT TOWN OF FUQUAY-VARINA ENGINEERING DEPARTMENT 401 OLD HONEYCUTT ROAD FUQUAY-VARINA, NORTH CAROLINA 27526 (919) 567-1039 TEL CONTACT: TRACY STEPHENSON TOWN: TOWN OF FUQUAY-VARINA PUBLIC WORKS DEPARTMENT 401 OLD HONEYCUTT ROAD FUQUAY-VARINA, NC 27526 (919) 753-1039 TEL (919) 552-7481 FAX CONTACT: TRACY STEPHENSON, P.E. POWER COMPANY DUKE-PROGRESS ENERGY 9920 FAYETTEVILLE ROAD RALEIGH, NC 27603 (919) 557-2611 TEL CONTACT: BEN BETTS TELEPHONE COMPANY CENTURY LINK 206 W. CUMBERLAND ST DUNN, NC. 28334 (910) 980-2228 TEL CONTACT: GARY NORRIS CABLE TELEVISION COMPANY TIME WARNER CABLE 101 INNOVATION AVE, SUITE 100 MORRISVILLE, NC 27560 (919) 573-7061 TEL CONTACT: DALE RADFORD DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION 5 DISTRICT 1 OFFICE 4009 DISTRICT DRIVE RALEIGH, NORTH CAROLINA 27607 (919) 733-7759 TEL CONTACT: REID ELMORE PLANNING DEPARTMENT TOWN OF FUQUAY-VARINA PLANNING DEPARTMENT 401 OLD HUNEYCUTT ROAD FUQUAY-VARINA, NORTH CAROLINA 27526 (919) 552-1429 TEL (919) 552-3601 FAX POLICE DEPARTMENT TOWN OF FUQUAY-VARINA POLICE DEPARTMENT 401 OLD HUNEYCUTT ROAD FUQUAY-VARINA, NORTH CAROLINA 27526 (919) 552-1416 TEL CHIEF OF POLICE: LAURA FAHNESTOCK ENGINEER: SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. McKIM & CREED 421 FAYETTEVILLE ST, SUITE 600 200 MACKENAN COURT RALEIGH, NORTH CAROLINA 27601 CARY, NC 27511 (919) 677-2107 TEL (919) 233-8091 TEL (919) 677-2155 FAX CONTACT: TIM VAN GELDER, PLS CONTACT: ERIN THOMPSON, P.E. END CONSTRUCTION -D 1- STA. 12 +54.49 PARK DEPOT GREENWAY: APPROX. 0.33 MILES OF NEW LOCATION GREENWAY APPROX. 0.07 MILES BOARDWALK NC HWY 55: APPROX. 0.05 MILES OF MEDIAN AND DITCH IMPROVEMENTS END BOARDWALK -L 1- Sta 16+ 14. 00 PREPARED IN THE OFFICE OF: � NC LICENSE #F-0102 � 421 FAYETTEVILLE STREET, SUITE 600 RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 O 2019 BEGIN CONSTRUCTION -Y2- STA, 10 + 50. 00 PROJECT GRAPHIC SCALES ' � PROFILE (HORIZONTAL) 8 4 0 8 16 PROFILE �VERTICAL) THIS 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 THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. DATE FILE NUMBER SHEET NUMBER TOTAL SHEETS 3/11 /2019 1 XX COPYRIGHT 0 2019 END PROJECT PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 CO2019 �� CQRp �,. ;��°o ��s�� , Q�F� o�q e = SEAL ; �0 37827 � ; � ��FNc �,�o�� , � oo��o�Q �o��s - d b �T � , �� ,i,n, � ' , Z O ► � � � C O Z �� o a ` o ? U � o aL � Q < c � oWc \ Q � � a � � I a � o z G z � � O a L � I U 1 � a � �s Z W o � �n � � O � W C � a W _ � W � � 4i � � KHA PROJECT: 01�622011 DATEe 3-8-2019 FINAL PLANS u DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 � INDEX OF SHEETS SHEET NUiI �IBER / /A /B 2 T HRU 2F 3 3A 4 T HRU 7 TtiIP-1 THRU TtiIP-3 PM-1 T HRU PM-4 ERO -1 T HRU ERO -4 ERO-5 THRU ERO-l0 UT L-1 T HRU UT L-3 S -1 T HRU S -3 SlT E-1 T HRU SlT E-2 X -/ X -2 X -3 T HRU X -l0 X -ll T HRU X -l2 X -l3 T HRU X -l4 X -l5 T HRU X -20 DESCRIPTION T lT LE SHEET INDEX OF SHEETS, GENERAL NOTES,,41�1D LIST OF ST,4l�lDARDS CONVENTIONAL SYti1BOLS �T PICAL SECT IONS, PAVEtiIENT SCHEDULE, ,41�1D SCELLANEOUS DETAILS SU�MARY OF QUAI�T lT lES SU/WiI�ARY OF EARTHy�IORK ,4/�1D SUMMARY TABLES PLAN & PROFILE SHEET S T RAFFIC /W,41�lAGEMENT PL,4l�lS PAVEti1ENT ti1ARKlNG AND SIGNING SHEET S EROSION CONT ROL SHEET S EROSION CONT ROL DET AILS EXISTING UTILITY PLAI� STRUCTURAL PLANS DRIVE/LOT SITE PLAI�S CROSS SECT lON INDEX OF SHEET S CROSS SECT lON SUtilti1ARY SHEET S -Ll - PARK DEPOT GREENW AY CROSS SECT IONS -L2 - PARK DEPOT GREENW AY CROSS SECT IONS -Y2- lNC Hy�Y 551 CROSS SECTIONS -Dl- DRIVE/LOT CROSS SECTIONS GENERAL NOTES 20/8 SPECIFICAT IONS EFFECT l►/E: REVISED: GRADING AND SURFACING OR RESURFACING ,41�1D W IDENING: 0/ -l6 -20/8 T HE GRADE LINES SHOy�N DENOT E T HE FlNISHED ELEVAT lON OF T HE PROPOSED SURFACING AT GRADE POINT S SHOy�N ON T HE T YPICAL SECTIONS. y�HERE NO GRADE LINES ARE SHOy�Iy,THE PROFILES SHOy�N DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENT ER LINE OF SUR�EY ON {�HICH T HE PROPOSED RESURFACING y�llLL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER lN ORDER T 0 SECURE A PROPER T lE -lN. CLEARING: CLEARING ON T HlS PROJECT SHALL BE PERFORMED T 0 T HE LltillT S EST ABLISHED BY tiIET HOD ll. SUPERELEVATION: ALL CUR�ES ON T HlS PROJECT SHALL BE SUPERELEV AT ED lN ACCORD,4l�lCE WITH STD. N0. 225.04 USING THE RATE OF SUPERELEVQT�ON ,41�1D RUNOFF SHOy�IN ON THE PLAI�IS. SUPERELEV AT lON lS T 0 BE REVOLVED ABOUT T HE GRADE POINT S sHovyN oN rHE rrP�c,� sEcr�oNs. SHOULDER CONST RUCT ION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CUR�ES SHALL BE lN ACCORDA�ICE WITH STD. N0. 560.0/ c o� � � � � � ; N N N 0 � � � � � 0 � � � 0 � � 0 � � � � � 0 � a � � � � � , N � N 0 5, 0 3 � 0 0 � i Q � � rn 0 N \ \ � SIDE ROADS: T HE CONT RACT OR W lLL BE REQUIRED TO DO ALL NECESSARY W ORK T 0 PROV lDE SUIT ABLE CONNECT IONS y�lT H ALL ROADS, ST REET S, A�/D DRI�ES ENTERING THIS PROJECT. THIS y�IORK y�llLL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. DRl►/E�AYS: DRIVE{�AYS SHALL BE CONSTRUCTED lN ACCORD,4l�lCE WITH STD. 848.02 USING 3 FOOT RADII OR RADII AS SHO►�N ON T HE PLAI�S. LOCAT IONS OF DRl►/ES y�ILL BE AS SHOy�N ON THE PLAI�IS OR AS DIRECTED BY THE ENGINEER. T EiI �IPORARY SHORING: SHORING REQUIRED FOR THE ti1AlNTENAI�ICE OF TRAFFIC �lILL BE PAID FOR AS "EXTRA WORK" lN ACCORDAI�ICE WITH SECTION 104-7. SUBSURFACE PL,41�1S: NO SUBSURFACE PL,41�1S ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD ti1AKE HlS Oy�N �NVESTIGATION AS TO THE SUBSURFACE CONDIT IONS. RIGHT -OF -y�/AY �WW,4RKERS: ALL RIGHT -OF -y�AY tiIARKERS ON T HlS PROJECT SHALL BE PLACED BY CONT RACT . CURB RAtiIPS CURB RAMPS ARE SHOy�IN ON THE PL,4l�lS AT APPROXItiIATE LOCAT IONS. CONST RUCT ALL CURB RAiWPS ACCORDANCE W lT H STD 848.05 ond/o� 848.06. LIST OF 2018 ROADVI/AY STANDARD DRAWINGS EFF. 0/ -l6 -20/8 REV. 20/8 ROADWAY ENGLISH ST,41�1DARD DRAWINGS Th�e folloWing RoodWoy Stondords os oppeo� in �RoodWoy Stondord D�oWings" Highwoy Design Bronch - N. C. Deportment of Tronsportotion - Roleigh, N. C., Doted Jonuory, 20/8 ore opplicoble to this pro�ect ond by reference h�e�eby ore considered o po�t of these plons: STD.I�lO. Dl►/lSION 2 200.02 225.02 225.04 225.06 T lT LE - EARTHy�ORK tilethod of Cleoring - tilethod ll Guide for Groding Subgrode - Secondory ond Locol tileth�od of Obtoining Superelevotion - Two Lone Povement tileth�od of Groding Sight Distonce ot lntersections DNISION 3- PIPE CULVERT S 300.0/ Metr�od of Pipe �nstollotion 3/0.10 D�iVeWoy Pipe Const�uction DlVISION 5- SUBGRADE, BASES AND SHOULDERS 560.0/ tiletr�od ot" Sr�oulde� Construction - High Side of Su,oe�e/evoted Curve - Metr�od l a�v�s�oN 8 806.0/ 838.0/ 838J1 838.80 840.00 840.14 840.15 840J6 840.25 840.45 840.66 848.0/ 848.02 848.05 852.0/ 876.0/ 876.02 - lNCIDENT ALS Concrete Right-of-y�oy tilo�ke� Conc�ete EndWoll for Single ond Double Pipe Culverts - l5" thru 48" Pipe 90 SkeW Brick EndWoll for Single ond Double Pipe Culverts - l5" thru 48" Pipe 90 SkeW Precost EndWolls - l2" th�u 72" Pipe 90 SkeW Concrete Bose Pod for Droinoge Structures Concrete D�op lnlet - l2" thru 30" Pipe Brick Drop lnlet - l2" thru 30" Pipe D�op lnlet F�ome ond Grotes - fo� use With Std. DWg 840J4 ond 840J5 Anch�oroge for Fromes - Brick or Concrete or Precost Precost D�oi noge Structure Droinoge Structure Steps Concrete SideWolk DriyevVoy Turnout - Rodius Type Cu�b Romp - P�oposed Curb & Gutte� Concrete lslonds Rip Rop in Ch�onnels Guide for Rip Rap at Pipe Outlets DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- c � � � 0 N N N 0 � � � � C 0 � 'c 0 , � � � � � � �. a � 0 � � , 0 N N 0 � 0 0 � � Q � / � � � N \ \ M E T I L P H E ET Y B L Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State Line ----- ----- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - ProperFy Line Existing Iron Pin � Property Corner � Property Monument E�, Parcel/Sequence Number �23 Existing Fence Line -x x x- Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence Existing Wetland Boundary - - - -��8- - - - Proposed Wetland Boundary ��B Existing Endangered Animal Boundary E"B Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil - �• �' Potential Contamination Area: Soil � � Known Contamination Area: Water �' �' Potential Contamination Area: Water � � Contaminated Site: Known or Potential '•' � BUILDINGS AND OTHER CULTURE.• Gas Pump Vent or U/G Tank Cap O Sign � Well � Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water --- -�- Hydro, Pool or Reservoir �____� Jurisdictional Stream �S — BufFer Zone 1 Bz � BufFer Zone 2 sz 2 Flow Arrow �--- -�- Disappearing Stream �--- -�- Spring p�'��_...� Wetland � Proposed Lateral, Tail, Head Ditch � F[fl�' False Sump RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R�W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TR,411/SPORTATlO/y O �lILEPOST 35 0 syyircH t t t t � �W� W 0� W //�\ �y .�. �� c� 1\A/ E E TDE PDE DUE PUE TUE AUE Proposed Permanent Easement with Iron Pin and Cap Marker RDADS A111D RELATED FEATURES: Existing Edge of Pavement — Existing Curb — 0 Proposed Slope Stakes Cut --- C--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp CR Existing Metal Guardrail T T T Proposed Guardrail T T T T Existing Cable Guiderail n n � Proposed Cable Guiderail n n n n Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub ��i � � Hedge Woods Line � � � � � � � � � � Orchard Vineyard EXISTING STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Sto rm Sewe r UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole l�G Power Line LOS B(S.U.E.*) l�/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS 6(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � yineyord coNc , coNc yyyy C COCH � � � CB O -5� � � O ►� n �• - - - -P- - - - - -P- - P f O ❑T � HH - - - -T- - - - - -T- - T - - - -T�- - - - --TC--- T� - - - -T FO- - - • - -T FO- - - T FO WATE R: Water Manhole Water Meter Water Valve Water Hydrant l�/G Water Line LOS B(S.U.E*) l�/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line TV: TV Pedestal TV Tower U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*j U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS B(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS: Gas Valve Gas Meter U/G Gas Line LOS B(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility TrafFic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) l�/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A/G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information � 0 � � ----�---- - -�- - �r A/G �ater ❑c � HH ----TV---- - -TV- - - T� - - - -Ty FO- - - - - -Ty FO- Ty FO 0 � ----c---- �� —c— A/G Gas 0 O 55 A/G Sonitory Seyyer ----FSS---- - -F55- - FSS • 0 O a - ��T� - 0 UST 0 � m AATU R E.O.I. DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � a ; a N � N O � � � 0 � � � � � � � 0 � a � � � i � 0 N N O i 3 � � Q � � � , 0 N � � M �/ �EDES Hq/� ��5/ �/U� �I�OUI�D T�'� Cq �ECT 0 �l ST q l0 �0/055 T O ST q l2 �50000 �l — ST A l6 �14000 T O ST A 28 �-9506� �2 ST q 29 ��34086 T 0 ST /� .30 �92000 in'�i,4 DEC�I� �qPPED STRI��ER CTYPo) B�OCKI�� CTYPo� T�'� Cq STf��A/U �A/� ��5��1 V � �F�OUI�D �l ��/�RK DE�OT �I�EEI�WAY BO,�I�DW/��K) S�CT 0 PEDESTRIq� R,�I CTYPo) �l ST,� l2 -�50000 T 0 ST q l6 -�14000 �SEE ST RUCT URES �LA/�S) NOTES: 1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS. 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION TRANSITIONS. (2% MAX SUPERELEVATION) 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. 5. SEE CROSS SECTIONS FOR SPECIFIC FILL SLOPES FI LL SLOPE 3:1 -L- FROM STA. 10 + 70 TO 11 + 80 LT 6. SEE PLAN SHEETS FOR SPECIFIC MEDIAN ISLAND LOCATIONS AND TYPES 7. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL DITCH GRADES 8. GEOTEXTILE FOR SOIL STABILIZATION FROM STA -L- 12 + 00 TO 12 + 50 AND FROM STA -L- 16+14 TO 16+64 9. SEE PLAN SHEETS FOR PEDESTRIAN HANDRAIL LOCATIONS. PAV EMENT SCHEDULE PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C� AT AN QVERAGE RATE OF 220 LBS. PER SQ. YD. J� PROPOSED 8" AGGREGATE BASE COURSE J2 PROPOSED 6" AGGREGATE BASE COURSE J� PROPOSED AGGREGATE BASE COURSE fSHOULDER - MATCH ADJACENT BASE DEPTHJ � PROPOSED COMPQCTED EARTH MATERIAL R� 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED) U EXISTING PAVEMENT / �2 ��/II�K DE�OT �REEI�WA�') DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � a ; N N � N O � � � 0 � c � � O � � a� � 0 � a � � � i � 0 N N O i 3 � 0 � i � � � Y rn � 0 N � � M NOTES: 1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS. 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION TRANSITIONS. (2% MAX SUPERELEVATION) 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. 5. SEE CROSS SECTIONS FOR SPECIFIC FILL SLOPES FI LL SLOPE 3:1 -L- FROM STA. 10 + 70 TO 11 + 80 LT 6. SEE PLAN SHEETS FOR SPECIFIC MEDIAN ISLAND LOCATIONS AND TYPES 7. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL DITCH GRADES 8. GEOTEXTILE FOR SOIL STABILIZATION FROM STA -L- 12 + 00 TO 12 + 50 AND FROM STA -L- 16+14 TO 16+64 9. SEE PLAN SHEETS FOR PEDESTRIAN HANDRAIL LOCATIONS. �q� //'—/2' 5' —6" 6" R/ / � 5' —6" �l�C HW�' S5) O 6" �A� ' _EXIST ' ' ___________________� �_______ �'�IST ' ___ 0 --------------------- -----------------�----- �o —--— —�--—r ______________________________ ----------————-----------� o/ I � ________ 5� ------ U EXISTII�� ROUI�D Y2 ST A l0 �50000 T 0 ST A l�3 �05050 ,- � - _ _, _---� 0 5°/0 ,--- , ,� 2� EXIST ll�� ROUI�D PAV EMENT SCHEDULE PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C� AT AN QVERAGE RATE OF 220 LBS. PER SQ. YD. J� PROPOSED 8" AGGREGATE BASE COURSE J2 PROPOSED 6" AGGREGATE BASE COURSE J� PROPOSED AGGREGATE BASE COURSE fSHOULDER - MATCH ADJACENT BASE DEPTHJ � PROPOSED COMPQCTED EARTH MATERIAL R� 5" MONOLITHIC CONCRETE ISLAND (SURFACE MOUNTED) U EXISTING PAVEMENT T�'� Cq� ��CT 0� //'—/2' DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � a ; 0 N � N O � � � 0 � c � � O � � a� � 0 � a � � � � ; 0 N N N O O � O � I J � i � � O N \ M ��5�, �/�0(� � ��J �� Dl DRII/EWq�' T�'P Cq S�CT 0 Dl ST A l0 �1�050 T O ST A l0 �92068 ��/� / , �RO(� Dl �OT ��5��/V� �I�OUIUD NOTES: 1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS. 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION TRANSITIONS. (2% MAX SUPERELEVATION) 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. 5. SEE CROSS SECTIONS FOR SPECIFIC FILL SLOPES FI LL SLOPE 3:1 -L- FROM STA. 10 + 70 TO 11 + 80 LT 6. SEE PLAN SHEETS FOR SPECIFIC MEDIAN ISLAND LOCATIONS AND TYPES 7. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL DITCH GRADES 8. GEOTEXTILE FOR SOIL STABILIZATION FROM STA -L- 12 + 00 TO 12 + 50 AND FROM STA -L- 16+14 TO 16+64 9. SEE PLAN SHEETS FOR PEDESTRIAN HANDRAIL LOCATIONS. DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- c � � � 0 N N 0 , °' � 0 � � � 0 N � , 4 a� a � i �° � 0 N N � o 0 � 0 � I J � i � rn � 0 N � M PLANS PREPARED BY: �BO��ARD DETAI�S U PEDESTRIAN HANDRAI� ►�ELDED CAP Kimley>>>Horn _ / _ �i" CHAMFER �45° / 2�2" �2' = � �� I I I r rr rl � 421 FAYETTEVILLE ST, SUITE 600 � I I I RALEIGH, NC 27601 � � I � 2"x4" RED REC7ANGULAR METAL PHONE. (919) 677-2000 i 2'x4'xl/4'CHAIyNEL I � REFLECTOR, 2 PER BOLLARD FAX: (919) 6�7-2050 i i Nc ucENSE �F-oioz i i STEEL BOX PAl/yT i i i H�-V�5/BlLITY YELLOy� i i � �O2oi9 i� i � — o I I �1' � - 6"X6"X5.5' PRESSURE ��1111111/�� i i P DlA STEEL ROD HIHGE PNy �i i "' `� �, � TREATED WOOD BOLLARD ,�� CQRp '%,, � � (YELLOW PINE) �� o �i � i 3/' D/A STEEL ROD LOCKI/yG LUG � i o \��F�-S�O��!q %% i i HQLE.ORILLED FOR PADLOCK HASP � i � FiNisHE� cRA�E - SEQL - i = � ° - � � i �'STEEL BASE PLATE-DRILLED �i i �" s�oPE _ °� 37827 � ' i i FOR ANCHOR BOLTS i i =F� °°� °_' � B C � i, i �� IIIII .�� _ ;/ °��o C� �� °��; A � — �' DlA ,4NCHOR � oo��s a e� °� ��Q ��` . � � BOLTS-D. l2' � �, � n,i,n, � � 019 'II �' II� 'o II � S BGR�ADEACTED SEAL o � , �II o p�I CasT lN PLacE � II � oII �: : § � � ' CONCRETE FOOTING � o � N � �° ° a °' coNCRErE FooriNc @ 3600 PSI N � , D Q o a o _ o � �- �a � 6'" OF J{5 WASHED STONE " D � " ° og �goo oo� o00 � � � � go ° o° 0 � � � � �� °ao o� oo°o°o 0 � , iilll IIIII IIIII IIIII�I III�IIIII ,,,,, *HINGED BO��ARD 18 � CONTRACTOR �IAY PROV�DE ALTERNATE BOLLARD W 0 0 D B O L LA R D DESIGN AS APPROVED BY THE CITY. NOTES 1. ALL WOOD SHALL BE PRESSURE TREATED WITH 6— 6 CHROMATED COPPER ARSENATE @ NET RETENTION � OF 0.40 LBS/C.F. WOOD SHALL BE DRIED I AFTER TREATMENT. A B � �, 5, � 5. �. � TYPICAL BOLLARD MARKINGS DETAIL E Q �? B� ARD BO LARD B� ARD BOLLARD TYPICAL BOL�ARD P�ACEMENT AT ENTRANCE b �, �, , NO SCA�E EQ BOLLARD IyOTES: TH l. BOLLARD POSTS AT l/yTERSECTIOIyS TO BE REFLECTORIZED. C 2. BOLLARD PLACEMEIyT OFFSET FROM NyTERSECTIONS lS A M�N�MUiW OF 5 FEET. 3. BOLLARD AND SIGNS TO BE INSTALLED BY THE COIyTRACTOR. ' >> 4. REFER TO PLAI�S FOR LOCATIONS OF WOOD BOLLAROS. ►�OOD BOLLARDS 4— 6 y�ILL NOT BE REQUIRED WHERE MOTOR VEHICLE ACCESS lS PREVENTED H BY PEDESTRIAIy RAILING OR FENCl/yG. O ► W EQ � 3 GREENWAY �ANDING AREA o CONCRETE FOOTING 1' - 1.5" FINISHED GRADE z �� Lo a o ? U � • • o a� Q .o: .o: • ' ; '.o: . o < � Q • W \ / � . p.• .• • p •', p;• • . v:, • p:• � � a .� •a. � ° �.� � , „ .' a' •a,� 'a � • �a' ' GRAVE� BASE � < � . �� . �: � — 6 '� � � `a :� ' • �: � � �� ROP l0' GREEIVWAY z - . • v • C:' � �°' ' ' '°' ' �� o�'. °� • L ST A l6 �40000 T 0 /6 �50a00 �T � � � •� � L � 000 ��0 4" 00000000 °Oo0 k � � � �' PROPOSED 6" CONC �0 OR ASHPA�T SIDEWALK '' As sHOWN oN P�ANs Oo0/l6_ � W NOTES: �� 1. A�� CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH O Q Jc LA�UD�IUG AREA `^ a 2. TYPE 0� PIPE TO BE USED IS 1-5/8" MAX. O.D. STEE� PIPE O� _� 3. INSTAL� NO CLOSER THAN 1'-6" FROM THE EDGE 0� THE TRAIL TRA�L LOIIIG�%UD�IUAL SLO�E W � 4. AL� JOINTS TO HA�E A 1�2 FIL�ET WE�D AT ALL JOINTS. �I� o a 5. A�TER INSTA��ATION PAINT ASSEMB�Y WITH 1 COAT META� PRIMER AND 2 COATS BROWN A�� WEATHER ENAME� �� a OR AS DIRECTED BY THE TOWN. OoO��6 �� 6. A�� WE�DS TO BE GROUND SMOOTH TO THE TOUCH — 7. CONCRETE �OOTING TO BE 1' X 1' SQUARE 8. ON CONCRETE SECTIONS 0� TRAI�, INSTA�� 4 BARS UP TO 1' X 1' SQUARE FOOTING � P �AN VI EW = H NO SCALE � C �ii � � KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS �� DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- c � � � N N 0 � � � 0 � 'c � � � � � 0 � Q � � i � 0 N N N I o � 0 0 � � � � � rn 0 N � � PLANS PREPARED BY: Kimley>>> Horn TIE PROPOSED WHEELCHAIR RAMP 4zi FnvETTEvi��E sT, suirE 600 TO EDGE OF EXISTING ASPHALT RA�EicH, Nc 2�6oi PHONE. (919) 677-2000 EXPANSION JOINT Nc ucENSE �F-oio2 �2oi9 SCORED CONTRACTION JOINT �`� �� CQI�O��'�, EXPANSION JOINT ; O ��FES�p° °,y� y,� _ _ — \ ?� SEAL � /� �oN�. — � � — ��RB =F;ao 37827 � _ ASPHALT °;e RAMP ASPHALT � e� 8' CROSSWALK '� �� ,� �F,�� ,Qo��o`� ROADWAY MULTI—USE PATH oo��s d e� °°T O�Q �� 8.33% • I MAX n,i,n, � � 019 SEAL DECTECTABLE DOMES 6' O CONCRETE GREENWAY CURB RAMP �DIRECTIONA�� NorEso LCONSTRUCT THE WALKING SURFACE OF THE DETECTABLE DOMES WITH SLIP RESISTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK. 2. ALL REQUIREMENTS OF NCDOT STANDARD DETAIL 848.05 APPLYo 3, CONCRETE GREENWAY CURB RAMPS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER EACHe "CONCRETE GREENWAY CURB RAMPS WITH DETECTABLE DOMES" Z O ► � W � � C MINa 3' �ROM z SIDEWA�K 9 � � O Q � Lo z 2.0 MINe 7.0' g � —;L Q ` � 99 Q � C � 6" 1.5 2—#3 BARS Q \�` a ' 9 9 ➢9 4 ` /` � 1.0' 2e5 2,5 1.0 3000 PSI CONCRETE 4 � < � o z G � 4 L o 1 e5" CHAMFER (TYP) Q BITUMINOUS SUR�ACE SIDEWA�K � 1/2 DIA, STEE� RODS (�4 REBAR) �� 2,0' MINIMUM �ENGTH PAVEMENT � � �„ o � W C U � S ECTI 0 N A— A o a a NOTE: � 1. ANCHOR RODS TO BE S�EEVED OR GREASED THRU CONCRETE W 1/2" DIAe STEE� RODS (�4 REBAR) COMPACTED BASE COURSE CURBS TO PERMIT RE�OCATION 0� CURBSe � 2,0' MINIMUM �ENGTH 2e SEE SITE P�AN FOR CURB STOP �OCATIONSe TYPICA��Y P�ACED o 2.5 O�F 0� BACK OF CURB W = E�EVATION VIEW q � KHA PROJECT: 012622011 DATEe O CONCRETE PARKING WHEE�STOP DETAI� 3-8-2019 � N OT TO S CA�E� FINAL PLANS 2D DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � � ; N � O N � � � 0 � � � � � � a i i � i � 0 N N N O 3 O 0 � �l � i � rn 0 N � � I , � � . � � , � � � � �, � �� z � �� 0 i �� i �� i w�»w i �� i ��Q i v�<» z �� cn4»w � �� , �� i �� . PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 CO2019 '��'� CQR � '�% ��ss�� o� oFE o�� , �� SEAL � � �a 37827 0 ' � F �,Q�oo� �°��NCI �yF-o� Q ��?�. T N0�` � ,R. \ � � � �� L� a aL � o % � � I G L � W H ► � C KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS 2E DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- O� � � N � 4 O N N N O � � � N c O � C O � � O C N L � I � � Q I � O � I O N � N O 0 3 0 � i Q � i Y � O N \ \ M DocuSign Envelope ID: DC29FFFC-2707-4D70-BE9D-B80AC3EB8159 ''� c '�� o '� � ', � '�� a. ', \ ��, N � � �'� o '�� '�� , � �'� o �� '� 'c �� o � � � o '� 3 �� c '� � �� ',, c? �' S. �� a '�� ', � �' � �� , '� N '� N '�, N I O � � �' � ''� o '� � � � �'�, � '�, rn �� o I N �, \ � N �'� � �------------------------------------------------- 1 TEM NUMBER 0000100000-N 0000400000-N 0043000000-N 0057000000-E 0195000000-E 0196000000-E 0318000000-E 0320000000-E 0372000000-E 0448200000-E 0448300000-E 0448400000-E 1121000000-E 1519000000-E 1575000000-E 2209000000-E 2286000000-N 2364000000-N 2591000000-E 2605000000-N 2647000000-E 3628000000-E 3649000000-E 3656000000-E 4025000000-E 4072000000-E 4102000000-N 4457000000-N 4685000000-E 4695000000-E 4710000000-E 4725000000-E 4850000000-E 4900000000-N 4915000000-E 4955000000-N SEC # 800 801 226 226 265 270 300 300 310 310 310 310 520 610 620 838 840 840 PSP PSP PSP 848 848 852 PSP 876 876 876 901 903 904 SP 1205 1206 1205 1205 1205 1251 1264 1264 C��1 1 1 1 425 400 400 30 100 48 104 36 92 1716 330 20 2 1 1 350 6 3 35 6 50 24 40 30 85 150 400 44 1 1430 250 130 11 470 20 3 3 UNIT LS LS LS CY CY SY TON SY LF LF LF LF TON TON TON CY EA EA LF EA EA SY EA SY EA TON TON SY SF LF EA LS LF LF LF EA LF EA EA EA DESCRIPT/ON Mobilization Construction Surveying Grading Undercut Excavation Select Granular Material Geotextile for Soil Stabilization Foundation Conditioning Material, Minor Structures Foundation Conditioning Geotextiles 18" RC Pipe Culverts, Class III 15" RC Pipe Culverts, Class IV 18" RC Pipe Culverts, Class IV 24" RC Pipe Culverts, Class IV Aggregate Base Course Asphalt Concrete Surface Course, Type S9.SB Asphalt Binder for Plant Mix Endwalls Masonry Drainage Structures Frame With Two Grates, STD 840.16 Pedestrian Handrail Wood Bollards Hinged Metal Bollards 4" Concrete Sidewalk Concrete Curb Ramp 5" Monolithic Concrete Islands (Surface Mounted) Concrete Parking Wheelstops Rip Rap, Class I Rip Rap, Class B Geotextile For Drainage Contractor Furnished, Type E Sign Supports, 3-LB Steel U-Channel Sign Erection, Type E Temporary Traffic Control Thermoplastic Pavement Marking Lines (4", 90 Mils) Thermoplastic Pavement Marking Lines (8", 90 Mils) Thermoplastic Pavement Marking Lines (24", 90 Mils) Thermoplastic Pavement Marking Symbol (90 Mils) Removal of Pavement Marking Lines, 4" Permanent Raised Pavement Markers 7' U-Channel Posts Obj ect Marker (Type 4) -(End of Road) I TEM NUMBER 4957000000-N 6084000000-E 6087000000-E 6133000000-N SEC # 1264 1660 1660 SP PSP PSP C•� 2 3 3 1 364 2 UN/T EA AC AC LS LF EA DESCR/PT/ON Object Marker (Type 1) Seeding and Mulching Mowing Generic Erosion Control Item - Erosion Control Lump Sum Boardwalk RRFB Assembly -(includes 2 per set) DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- c � � � � a ; 0 N � N O � � a� � � 0 � � 0 , � � 3 c a� � � � � a � � 0 � i � N N N O 0 � 0 0 � � � � rn 0 N � \ M IN CUBIC YARDS LOCATION UNCLASSIFIED STATION STATION EXCAVATION UNDERCUT EMBT+20% BORROW WASTE -Ll- 10 + 01.55 12 + 50.00 22 0 1436 1414 0 -Ll- 16 + 14.00 28 + 95.14 776 0 593 42 225 -L2- 29 + 34.86 30 + 92.00 150 0 7 0 143 -Y2- 10 + 50.00 13 + 05.50 49 0 0 0 49 -Dl- 10 + 17.50 10 + 92.68 61 0 6 0 55 -D1- 11 + 02.68 10 + 54.49 490 0 60 0 430 SUBTOTALS 1548 0 2102 1456 902 ADJUSTMENTS: LOSS DUE TO CLEARING & GRUBBING -100 EARTH WASTE TO REPLACE BORROW -677 -677 ESTIMATED SHOULDER MATERIAL 20 20 PROJECT TOTALS 1448 2122 799 225 EST. 5% FOR REPLACING TOPSOIL ON BORROW PITS 40 GRAND TOTALS 1448 839 SAY 1450 840 225 Note: Approximate quantities only. Unclassified excavation, borrow excavation, fine grading, clearing and grubbing, and removal of existing pavement will be paid for at the lump sum price for "Grading" Note: Embankment column does not include backfill for undercut. REMOVAL OF EXISTING ASPHALT PAVEMENT LINE STATION TO STATION LOCATION SQ. YDS. -L2- 30 + 2 7 TO 30 + 92 LT 92 TOTAL 92 SAY 100 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 Pl Sto 10+50.53 � - U`t �O� �O�" (LT ) D = 38/° 58' 18.7" L = 22.08' T = 13.59' R = �5.oa _Y� _ Pl Sto ll f19.06 �= 2' 56' 00.3" lLT J D = 3° l0' 59.2" L = 92.16' T = 46.09' R = 1,800.00' -BL- 3 S �q°C 97i C � � � � a 384 � N N 0 .� 3 76 � c � 0 368 � 0 N � 360 � � � Q 0 � 352 � , � N N N 0 344 0 0 � � � 336 � 328 � N 320 , � X--X�_X�_ X � RIP qp , ------- S�� - �,��,45'a., , ` ` _ _Y�_ --- � X��X = '�� 4 X _ __� � X -Yl- POT Sto.12+05.90 N r 58' 54.8" E RETAIN EXISTdyG 6' CHA/ly LINK FEIyCE -Yl- PT Sto. 11+65.13 -Yl- PC Sto.10+72.97 � N �54'55J"E- -Yl- PT Sto.10+59.02 Pl Sto 10+90.00 0= 73° 44' 16.6" (LT l D = 47° 44' 47.3" L = 154.44' T = 90.00' R = 120.00' -L/ - Pl Sto l2+17.4/ �= 25" 36' 2/.9" f RT ) D = 40° 55' 32.0" L = 62.57' T = 3/.82' R = 140.00' -u- rc, �ra. iv�vv.vv = -Yl- POC Sto.10+50.00 -BL- 4 -Yl- PC Sto.10+36.94 N 89' l5' 05.2" E� -Yl- POT Sto.10+00.00/ BEGIN PROJECT M�CHAEL T. RODGERS AND �IIFE. � MIDDLEBY MARSHALL. INC. BEGIN l0'-y�IDE ASPH T GREENy�AY SARAH B. RODGERS � DB4533 PG318 /T�jl 2' GRA EL SHOU DERS Q�8100 PG��65 TlE TO EXIST ASPH T PATH MB�998 PG��39 ��0z bN� �'g -Ll- Sta.10+0/.55 °bN � INSTALL ED STRIAIy HAIyDRAIL o l5' FRO�E E OF PATH � PER DETA/L SHEET 2C FRED L. STEPHENS ET. AL. -Ll- STAlO+ OAO To STA�0+7 .00 «T� D 9845 PG1355 PECIAL LATERAL 'V' DITCH B1970 PG217 / CLASS I RIP RAP S T 3 5 T O N S H,4ND CLEARING TO E USED E S T 4 0� Y P S R M y�ITHIN y�ETLAIyD LI�TS SEE DET IL I -B�- 31 -Ll- PT Sto. 11+54.44 UySTALL PEDESTRl,4N H,4NDRAlL BZ 2 l5' FROtii EDGE OF PATH PER DETAIL l SHEET 2C -Ll- STAIlt80A0 BZ � TO STA/2+50A0 fLTI T/E PE STRIAIy H DRAIL TO , � O O D S �� K APPR H RAIL -Ll PT o. 12+48.16 TB -TB TB�TB�TB --_�- - _.�- ND l0' WIDE AS TB�ETd�y`TB -TB - -X WITH 2' GRAVE �° , �ERS _ X � � - � TOP-342.65 � °�-�-- �titi BE l B�QR INVVOUT3332 89 s o4° $�22° � �-� to.l2 �� Bz � 28.4 � � � � APER 8.91' .� ,� . ,�0 o �,. \�F,,�('��'� �0 a k � o o �N`� �J ��/ • - - � f F N o ��G / _ o°/� x�p � � _ � + �0�'P/� �`� � � X �/ � ��e�� II�i�I��II ��I �� i � � , �� BZ � O � o i�B + � �� Q � ' i -PE �(n � J � Q PE � � � �, � 1 � ' � ' �I � ��' � � + 77.71 ? �I $�' � � �, . �°�" , Z � � , . C� . . � ' ' Q � � � ` � � 8° 45' 59.2" E ` ' ` . ,�, I , -7- �` ' " -BL- 29 �, � �' �' � � � . �% �' � �' �% . � �- `� 'Y . �y � �, �' ,�' ;� - '� V�000 �, � � � � � +m � �� + � ' � � � � � � � � � � � � + N ` � � . � � �% ' � � � � 3 TO�N OF. FUCIUAY., yARINA, . �� 'FRED L. ` DB8�42 PG 833 0 ,STEPHENS ET.AL. Q�8042 PG 845 . �, . N �`' D�9845� PG�355 ' � > Mg1997 :fG1694 ' Z �B1970 PG217 . ~ I�� Ny , � � i /i .�e ti � � �e m � � F �F ro � � hm , h� , �m �� . h� + �� , . � m� N . h� �� h , ` ' /// y , . �` � , � � � ' BEGIN PROJECT � � BEGI CO ST RUCT l0 BEGIN GRADE TlE TO EXIST -Ll- Sta. l0+1/.00 -Ll - Sta. l0 +0/.55 ELEV = 363.68' TlE TO EDGE OF EXIST -Yl- TRACK Pl = 10+42.00 - - TlE EQUALITY EL = 363.8/' � � -Ll- Sta. 10+00.00 = VC = 62' -Yl - Stoe l0 +50e00 K = 7 ELEV = 363.53' PIPE HYDRAULIC DAT A 48 LF - l8" RCP -lll DESIGN DISCHARGE = 6.90 CFS DESIGN FREQUENCY = l0 YRS DESIGN HW ELEV AT lON = 349.76 FT BASE DISCHARGE = 7d50 CFS BASE FREQUENCY = 25 YRS BASE HW ELEV AT lON = 349.85 FT OVERTOPPING DISCHARGE = N/A CFS OV ERT OPPING FREQUENCY = N/A YRS OV ERT OPPING ELEV AT lON = N/A FT DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) ot F�u Natural 3'1 �g< Slope Ground ?'J p F��' d Geotextile Min. D= 1.0 Ft. Type of Liner= Class I Rip-Rap Max. d- 1.0 Ft. FROM STA. 11 +00 TO STA. 11 +60 -Ll- (LT) i�iiiiiil iiiiiiiiliiiiiiiii , , , , �+10.40% �� l��i��,� e � Pl = 11+88.00 BEGI BOARD ALK EL = 35/.64 -�� - ta. l+ a � ` �,J833/ �C = l22' _ , � o K_ �� ELEV 350.92 ( +)/.4�% ♦ ` � PROPOSED _ ' � � GRADE , , , . ,� � _ : �;� � O/� .�� d � � BEGIN SPECIAL ° � �' �5' �5' DITCH GRADE LT - - - , ELEV = 352.82' PROP l8" RCP -lll � ♦ ST A ll +55.3/ , � � ' END SPECIAL ELEV = 348.0 DITCH GRADE LT -L/- //+ i - ELEV = 348.20' ! -BL - 3/ -Ll - ST A ll +5/008 OFF 32009' LT ELEV = 35/060' -BL - 30 -Ll - ST A l3 +03068 OFF 5099' RT ELEV = 342034' ■ _ � � F . `\ � �e x � � •. � � �n - � r ---� �� ,�, �/��.. r_ , .. �T � � F � � � �NSTALL PED TRl,4l� H,41�DR�l� l.5' FRD�EDGE OF PATH IN O O D S PER DETAIL l SHEET c'�C -Ll- STA10+30A0 TO STA12+50A0 lRTI q V-IIN RC348.2' - I��/A �0 U 60 -3Lq 7:8 5.8' L T STA. 11+52 -LI-, 20.6' RT S 3� 22' 2/.2" E OUTLET PROTECTIO � ESTS3 ONSP RAP EST 10 SY GEO N H -Ll - PC Sto. ll f85.59 -BL- 29 -Ll - ST A l4 +6/090 OFF 1Oo08' RT ELEV = 34/098' � _ 11 ,2 � -�/./6% m � +_. _ _, , i _� _I _I I I I _� _I _I _� -i -i -� -� -� _I _I _I _I _I . - _ _ _ EXISTING BOAR� QWALK l0' SPACING ; GROUND FROM Sta. l2 +87 T 0 Sta. l6 f07 i - 13 L 1- PARK DEPOT GREENINA' � _ 14 15 :- . 376 �• :� �•� 352 344 �,� 328 320 PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 c�2oi9 �,,, � � � � � � �,,,,, ,,�� CQRp '%%,, ; o��oFEs�o� �� - ?� SEAL � /� ; �0 37827 � _ ; / �°``�NCI �y��Q��? � DocuS � d b� �� . �� _n,i,n, � � 019 Z 0 ► W � � C C Z �� Lo a o � � U � ///'''�� Q 0 I..L C � � \� � � � a W ` � � < � � � z G � 4 L o � � W � ' � �o � W c U � o a a W Z H � 0 a z Q W z � � , a KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS 4 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ; � P D L T R 3 rn o . N , , � , �l � , . , , , , , , . � , . , , , . , , , . , . � , , . . . . . , eI . . � ; � BZ 2 . . � �ls �!4 �!� �!- �� !r_ �c Jc � � � � �, �!- . �e � ; . : � � Z� . ; � . . � , s , BZ ,� , , . , BZ 2 . , � . . I . � , � . . . s BZ rs�-rs -Te 2 B �T� , , . . o . . . . . � BZ 1 � s , , , . . , . Z 7 TB�TB TB-�TB e . . � TB 7B 82 I . � ; ; . �re ��_-�:�re- _�s_-�18 __-_ �, .� , . . � , �HH�i'Eo rRie ro ' � -Ll- PT Sto. 23+95.23 Te�Te�-� �1B��s��,e BLACK CREEK ��g��r 00 . �� . .-TB��TB . T � -TB TB i 7B TB TB TB �8 B oa i s e> � i B __.�-�-----�-�'---- �Tg ' '� �� ` J `TB Tg TB TB TB T�_ --- ` �iTB tg TB B TB r T 8 '' TB' �TB r--- �l� �� Ss , , . , FRED . STEPHENS. ET. AL. TB` ��iTe� �_ � i ; � • � 984� PG13�5 Te�/�B TB TB" �P�� H,4ND CLEARI/yG TO E USED B2� EXi 8" P� BZ � TOP= .43 �B1970 PG217 /. �a� , y�ITHI/y y�!ETL�41�0, Ll�TS, ; ST�N�.20� SE � � � . . INV �Nt3 � : gZ 1 TOP-340.4 �� Gj\ PROPQSED LAlyDING AREA, tiiATCH �ER Eq SEME S S I 0 U T= 3 31. �� BZ 1 � g2 � I N V I N= 3 3 0, / �\ TYPICAL SECT/0/y OF ADJACENT T 2 iNV ouT= Q,\�' R E E I � y � A Y, 5% � I A X G R A D E: 2% 3 � + 0 w\� p� �' ` ' ' �AX CROSS SL�PE.SE£ DETAIt 3. " ` ' ' " ' ' ' ' ' " ' s ' " � �\ v ` +32 S H E E T 2 C SS � r PVC B� 1 5 2?� ��- ,�� . . , 2s� b . -Ll- PC Sto.16+8a.54 . , . . . ; . , � . � ; 3 ,_ , . 2 - s � +�5 _ �- �P ' �° +35 -Ll- PT Sto.17+35J4 0� � �REEN�AY � _ - - - - - � F +90 EPpTF _ - - \'`� C�LASS�'B' R�P ERAP N ESTS5 TONSP RAP /� ,_ - � E �O +145 +50 16' \ +32 EST 5 TONS Vy00DS EST 14 SY GEO E 16 \ 43 EST 14 SY GEO � � � , , . , , ' ' A � o &� 5 , . . , , -Ll°- PRC Sto. 20+28.8/ � s� � K E PE - - � - - � � _ +55 +36.73 F P � � � - � � / . 6 . , 10'&15' 20' , . . OUTLET� PROTECTION E , � � _ - - -� C E � fi ` . . -BL= 28 ' ' ' S 8° 45'' 59.2" E' " END , BOA�RD►�IALK . , , +, o . , BEGIN l0' -�IDE ASPHALT GREENy�AY lT l� 2' �RAVEL SHOULDERS . � -Ll- STA l6+14.00 10' + ' ' � � OUTLET PROTECTION ��c i � � � +00 34' CLASS 'B' RIP RAP � E �5' EST 5 TONS -BL- 25 � � �F +6� , , ; EST 14 SY GEO � � 26 °�X o � \ + 56.50 -BL- 27 + 80 � � +� 4� '° ,0 14' +33 »� / F � + 60 F � � ��c ' c ' . 33' + 35 �' / 20, pF +55 +10 23, � � 10' 31' F / ' ` ' ,�, \p � � F +ll.ld � +38 / / , � � o' � _7gJ �0 } � �TB�� s G ��Jl l� �� Z� � � \ � S , �� / �� , S 85 30 /4.9" -BL- 24 -Ll - PC Sto. 23+36.47 , , ,;o, Aa -,\ �F� � F + 4° 23+13 , e� F� E� e �� S 66° l2' 43J" E S 4� 24' 56.1" E pF \ � \ F F F10 - / /c +23 E . , , . �$ i � � \ � � � - � +46 \ � p 10' F F � � ° � ° � � +43 - - _ �7' F F � -f 6'- 4' RCP-IV +40 , , � � 1. 1_ � , I � I� = 3�42.7' , 24, A. I+33 -LI-, 15.5' RT S 34'° 50 /0.l E �V OUT = 342.4' ' " +80 � � � � � � .� � S A.,17+46, -LI-,,15.0' LT 18' +17 10' L � � � � �� ``. -Ll- PC Sto.18+52.85 r `� h � �L `r 41 . -Ll - -Ll - PT Sto. l9 +00.80 l Sto 17+08.32 Pl Sto l8 +77.57 � � 0= 26° 04' 10.9" lLT l �= 34° 20' 26.6" lLT l = 47° 44' 47.3" D= Tl° 37' 11.0" , . = 54.60' L = 47.95' = 27.78' T = 24.72' ` � _ 120.00' R = 80.00' y• S 69° l0' 36.8" E +18 � 15' I 3' DEPTH uau��•u Ll - PC Sto. 22 +43.52 vVoo�s -L�- PT Sto. 23+15.13 l `OC� FRED L. STEPHENS ET. AL. p,69845 PG1355 MB1970 PG217 _L�_ Pl Sto 19+86.33 Pl Sto 20+79.26 Pl Sto 22+79.80 Pl Sto 23+67.25 0= 42° 38' 37.4" ILTI 0= 45° 36' 3/.0" IRTI �= 22°47' 47.0" fRT� p= 42° 05' 18.8" ILTI D= 47° 44' 47.3" D= 47� 44' 47.3" D= 3/° 49' 5/.6" D= 7/° 37' 11.0" L= 89.3/' L= 95.52' L= 7/.62' L= 58.77' T= 46.84' T= 50.45' T= 36.29' T= 30.78' R= 120.00' R= 120.00' R= 180.00' R= 80.00' 16 17 18 19 20 21 22 23 24 � Q� / �E + 42 10' 15' + 78 16' -BL- 26 Ll- PC Sto.19+39.50 @ 28'- 4" RCP-IV / HEAD ALL � C D ON S D.386 8.01 STA. 19+27 -LI-, 10.0' RT I� V �OUT31_ L31q210;0' RT S7A. 19+22 -LI-, 16.0' LT STA. 19+26 -LI-, 16.0' LT ; , ,-Ll- PT Sto. 2/+24.33 . .. 360 352 344 336 328 PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 �zo�9 �� CQRp �,. ;��°o ��s�� FE o�q e = SEAL ,F,�ao 37827 0� °�F Qo�� , � � �� Q �o��s - d b � �T 0 , �� 1.tX�. � � � z 0 = W � � c c Z �� Lo a o ? � U � ///'''�� Q 0 I..L C � � \� i � � a W ` � � � � N � O z G � 4 L o � � Z W l�7 � O �7 M � �o � W C U � o a � a W _ H � 0 a 0 Z Q �ii Z � � , a KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS 5 c � � � i � � 4 � N � O i -� � `. c 0 � 0 368 � � 0 � N Q) � 360 � � Q i � i 0 � 352 � , � 0 N � O ;� 344 3 � 0 0 � I Q 336 � � Y . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 c a � � � a 376 N � N � 368 � , � 0 � ' 0 360 � 0 � II � � 352 � Q 0 � 344 ; � N N 0 336 0 0 � � 328 � 320 I � N 312 , � • + � ' _�/ - , � � ��L 1 � � Pl Sta �5 +46.98 Pl Sta 26+4/.6/ � Pl Sto 27+30.8 �' ' W � ' � L� = 38° 23' 48.0" (RTl 0="2�' 58' 46.3" lRT1 �= 9i 5/' 13.9" lL �� N � oNc s�V�uE ` �� D=,47° 44' 47.�" D= l0� l0' 26.9" � D= 76° 23' 39. 7" : : 4' ,' 11 � ELEPHON � - L = 80.42' L = 23.98' � L� _ 120.24'. � � �' -� F o. ►�AR �I � � ° � T = , � T = l2.18' , sz 2 , . ` 8z 2 � _ 120.00' . 6�2 . � R = e75.Q0' -- 12� , , �2 ,PF � L. STEPHE�S ET. �. ' � , ' � D 9845 PGI 55 ` � BZ � �, Z 1 .� � �B1970 PG217 � gZ � � �VOODS N . a � o gZ ��v E� D CO STf�UCTlO � TB re . - 1 � o -Ll- PT Sto. 25+85.6/ E D P VE E T Kl � � �� p . . -- 1_ �' � TB �B_-7B -/ L JfO. /3f05.�o SB�TB TB ' 3�n__ r` -__--- _. lB -- - � �- -- - � � N� -7B-TB- .,_ _= r= TB TB _TB / / T iB 1 Ci Ta � TB ---TB TB TB- . . . . . . � Si �'�; -- �TB�TB TB-TB TB tIV� EEK T�P-�3�37.23 D� W W . 1 ��-Ll- PC +5s g�ACK �R �NV �N=3�28.08 : rn �'. 1�. ; z Sto. 25+05J 15, ' B/Z � 3 � ��v ouT=327.7 1 � J Q 2 8„ PVC ss � � I � ss -/- PRC Sta. 27+73.65 5�. 1 Z�I E F BZ � 9.65' 1 Z�2 TIE TO EXISTING J lv - - - - - �E '0 OUTLET PROTEC�IUN DITCH , 5•5� = V� '� CLASS 'B' RIP RAP � OUTLET PROTECTION 5'� ��-- __ � � EST 3 TONS CLASS 'B' RIP RAP � , 12� � � _ P� � F Q EST 10 SY GEO ,�` EST 2 TONS o 12 � Q -o E � � ,� ��O �j` EST 7 SY GEO or � � � � � +30 -Ll- P �� F F � +60 rn� � +25 � � AF F 15 � , Sto. 28 6.70 � 1 _- _ 16 � \ '�� 32 . WOODS z -BL- 23 + 90 c �/� , + 52.18" + � + 26 +5� � ' 15' F� \ -<. 2 � 3 � ' � -9� � 4g � � 13' + 81 1200 W ' so �,Q` , � �� +0010 F � +�� 5�R Z ' � , 15' E _ _ E 'c 14' 'n S 85° 30' 14.9" E �� '� E F e '-.� ��3 `; r R S 4% 06' 26.9" E � �- - z -Ll- PC Sto. 26+29.43 � F � -Ll- PRC Sto. 26+53.4/ �' po � EXIST lNG - GROUND � +)3.2�% �-�350� � _��e ( �12.00% 1+�0.41% ,-__ / � FRED L. STEPHENS ET. AL. Q�i9845 PG1355 MB�970 PG2�7 F +o� 10'&17' -8�- �� SPECIAL LATERAL 'V' DITCH SEE DETAIL I � 6,_�$N° R�340 0' A. 27+50 -LI-, 17.9' RT , S A�27 64 339_8 �3.8' LT SPECIAL LATERAL 'V' DITC� SEE DETAIL I Pe � � + � N + 84, .5: ,� N 85° 04' 45.3° E- SPECIAL ATERAL 'V' DITCH - SEE DET�IL I -Ll- Pl Sto. 29+08.47 -��- +50 Pl Sto 28+12.94 Pl Sto 28+70.59 S 43° 34' 50.0" E 29.79� 0= 52° l9' 05.8" (RT ) p= 33° l5' 26.0" (LT 1 _Ll - POT Sto. 29 +14.87 = o= �r �� ii.a' D= 7/° 37� ii.a� L= 73.05' L= 46.44' -L2- POT Sto. 29+1 .87 = T= 39.29' T= 23.89' -Y2- POT Sto.10+95.00 R= 80.00' R= 80.00' oiTcHo Ex�sT�Nc PIPE HYDRAULIC DAT A PIPE HYDRAULIC DAT A 36 LF - l8" RCP -lV 28 LF - l5" RCP -lV DESIGN DISCHARGE = 3.50 CFS DESIGN DISCHARGE _ 1.45 CFS DESIGN FREQUENCY = l0 YRS DESIGN FREQUENCY = l0 YRS DESIGN HW ELEV AT lON = 34/.05 FT DESIGN HW ELEV AT lON = 337.03 FT BASE DISCHARGE = 3.80 CFS BASE DISCHARGE _�.60 CFS BASE FREQUENCY = 25 YRS BASE FREQUENCY = 25 YRS - BASE HW ELEV AT lON = 34/.l0 FT BASE HW ELEV AT lON = 337.06 FT OVERTOPPING DISCHARGE _��.�6 CFS OVERTOPPING DISCHARGE = 7.27 CFS OVERTOPPING FREQUENCY =� l00 YRS OVERTOPPING FREQUENCY =� l00 YRS OVERTOPPING ELEVATION = 342.30 FT OVERTOPPING ELEVATION = 33804/ FT Pl = 28+90.00 Pl = 27+50.00 EL = 338.42' _ EL = 343.82' �� VC = 48' END GRADE K= 7 P/ = 28 +15.00 -Ll - 28 +95.63 Pl = 26 +95.00 EL = 34/.54' E�EV = 338.30' EL = 342.06' VC = 34' P/ = 28+6/.00 C=48� �u--- _ , PROPOSED K= l7 K �� EL = 340.83 � � VC=48' RA _ G DE K-7 - - � � ^ -_ -_ _ � - _ - -. .,�3. - ,_ _ �.. .__ .�- - - BEGIN SPECIAL �'� 2.96% (+� 2.08�� ' - - - - - DITCH GRADE RT -- -L/ - � _ � � , ,� ,/ �'� ' !J � � • ��/ I�I, x �, i � � T I E T 0 E X I D I T C H NorEs: PLANS PREPARED BY: -Y2- POT Sto. ll+�.l9 = DEERE & COMPANY SP�� ATERAL ' H D� POT Sto. �OfOO.00 Q��4947 PG362 ❑l �NST STA28+65�PER DETAIL 2.SHEET 2C SEE DET 3 MB1996 PG998 • E T P R O T E C \ M62000 PG195 � INSTALL CURB RA�P PER DETAIL 4 SHEET 2D � I N ST A L L R E CT A I y G U LAR RAP/ D F L A SHI A J G B E A C O H Ki m Iey >> H orn CLAS ' ' RIP RAP -Ll- STA28+g5.65 ) �2 E S T 2 T O � T 7 S Y G \ N 0/NSTALL CURB RA�P PER DETAIL SHEET 2E 4 7' - I5 ° R C P- I � fX� INSTALL RECTAI yGULAR RAPID FLASHI/yG BEACON �NV �N = 335.9', STA. 8-DI- 32. ST�iy� Q -u- srA2s+o�4� = 335.7', STA.�O+ -al-, 16.0' L - L- 2 30- � SF{�'ER A� z ❑/ 4zi FnvETTEvi��E sT, suirE 600 PROPOS DI 8" Q� E S M 4 NSTALL CURB R,4�P PER DETAIL SHEET 2E RA�EicH, Nc 2�6oi I J NCDOT STD. 840.16 ENT UySTALL RECTAIyGULAR RAPID FLASHdyG BEACON PHONE: �9i9� 6�7-z000 TA. 29+46 L-, 15.0' LT TOP=332.66 M -L2- STA29+2228 FAx: �9�9� 6��-zoso - 338.2', I�J� = 335.9' \ � Nc ucENSE #F-oio2 GRADE TO DRAIN �20'9 S E- 2- C R O S S \ Q 5❑ INSTALL CURB RA�P PER DETAIL 4 SHEET 2D S S Q INSTALL RECTAIyGULAR RAPID FLASHI/yG BEACON �� i i i i i i i� �� RE�O►i ARDS -L2- STA29+33.72 �`�� R� ��, T6 re lINCIDENT AL T l/yG) z � INST ALL BOLLARDS PER DET AlL 2. SHEET 2C �� Q� o�°°°°°°°��'', Tf PAV �ENT -L2- STA29+65.�0 ; ��pF�-S�Qr�iq�-�% r TB RE�OVAL -LZ- SfO. 30+�7.5� _ � UySTALL DETECTABLE y�IARNING DO�iES = �� l°� - � -!1 /- PER NCDOT STD. DRAy�ING 848A5 - S E Q L _ cas POT +97.68 OOD TES TaT n _ � MAR ER ��'� � �2. -c2- sr,a3o+so.00 lz4'BAQ� r /� CURVE y�lDElyl/yG 0 // DO NOT DISTURB EXISTIN� POLE OR GAS �ARKER �'�306 p�o� S 6Sos �4 S � 9S� pC3�64 Y �AR//�,q ��2./� �6N F 0 osg ��6' E � �,- � TO�N OF FUOUAY yAR�NA -L2 - P� 20' ,. .� rAPER • El�ID PROJECT -�2- sra3o+o�.ai = � 37g27 � _ 30+30.82 - � � o. 30+68.13 Nn l0' -►�IDE ASPHALT GREENy�AY 8❑ INSTALL DETECTABLE ►NARN�NG DO�ES '��FNci ty��`��? PER NCDOT STD. DRAy�ING 848A5 � � l ' GRAVEL SHOULDERS -cz- sr,a3o+z�.s� oo��s'- d e,� �°T 0�`Q �`�� T lE T 0 ASPALT PAT H � INSTALL BOLLARDS PER DETA/L 2.SHEET 2C � � • � 019 -L2 - Sto. 30 � - S _76° 46' 23.0" -L2 POT Sto. 3/ +06.66 , a� I - 9� F � �F - -L2- , � . , F � �E!'OT GiqEE - � . � - Hw,4r - 8 / � � � cR �,�. SEE SHEET SlT l FOR F/ � DRI►iE►�AY ALIGN�ENT AND PARKING LOT DESIGN cR x � \ ,�, s � a � � �voo�s �� X�� $�� '`� �s � � % � \ O�` /,� . , �� N 3/° 57' 56.0" E� � -L2 - PT Sto 30 +04J5� �� 27'-15' RCP-IV4 �NV �N = 336.3' 1� $TA. 29+46 -L2-o 13.0' RT INV OUT = 335.9, STA. 29+46 -L2-, 15.0' LT _ �a a �a�2gr��.�# N �q��04�iC#�i�T�J G D I T C H -L2 - Pl Sto. 29 +2/.28 BEGI CO TRUCTlO -Y2- Sto. l +50.00 -Y2- OT to.10+00.00 D�844 PG2186 B 2014 PG1219 PIPE HYDRAUUC DAT A - 76 LF - l5" RCP -lV DESIGN DISCHARGE _ 1.36 CFS - DESIGN FREQUENCY = l0 YRS DESI�N HW ELEV AT lON = 336.92 FT BASE DISCHARGE _ 1.50 CFS BASE FREQUENCY = 25 YRS T lE EQUAUT Y �� BASE HW ELEV AT lON = 336.95 FT -Ll- Sto. 29f14.87 = !i- OVERTOPPING DISCHARGE = 7e12 CFS -L2- Stoo 29+14.87 = -Y2- Stoe 10+95a00 � OVERTOPPING FREQUENCY _� l00 YRS ELEV = 338.94' OV ERT OPPING ELEV AT lON - 338.65 FT Pl = 29+40.00 EL = 338.73' Pl = 30 +03.00 EL = 338.97' _ BEGI GRADE P/ = 30 +34.00 � -L2 - 29 +34.86 EL = 338.35' ELEV = 338063' P/ = 30 +64 00 Pl = 29+74.00 �, EL = 336.6/' EL = 340J3' �I-i �� _ �. VC = 58' K= 7 K �� END PROJECT ( fJ2.00% PROPOSED END CONST RUCT lON � f��/ GRADE E D GRADE 0 � _ - - � ` l -)2.00/ -L2 - 30 +92.00 ' - -�� j ��58�� ELEV = 335.88' i. � � � 0 ' __ -�2.60 , � PROP l5" RCP -lV ST A 29 +46.18 � ELEV = 336.1' EXISTING GROUND TlE EQUALITY -L2 - 30 +17.8/ _ -Dl - l0 +97.68 , ELEV = 338.67' ELEV = 34/.45 I PROP l5" RCP -lV - -Ll - ST A 27+50 RT ST A 28 +86.0/ � ELEV = 339.9T ELEV = 336.1' i PROP l8" RCP -lV - STA 27+56.3/ END SPECIAL ELEV = 340.0' ��TCH GRADE RT -BL - 23 -L - ST A 25 +56a43 OFF 9045' RT ELEV = 34300/' :� -L/ - + - ELEV = 34/.0/' - � . 25 26 27 Q� � F �- � +Ol _ � QQ� 10'&15' c +44 �8�- jN' RC336 3' 28 I�A�OUT 87 336.'� 12.0' RT S A. 28+84 -LI-, 15.8' LT _/ /_ OT Ct., �D � +�•� L 1- PARK DEPOT GREENINAI FROM STA.27+00 TO STA.28+00 -Ll- (RT) FROM STA. 10 + 50 TO STA. 12 + 00 -Y2- (LT) FROM STA. 10 + 50 TO STA. 10 + 77 -Y2- (RT) FROM STA. 11 + 53 TO STA. 12 + 00 -Y2- (RT) � _ � -L2 - Pl Sto 29+9/.34 Pl Sto 30+52.32 0= 53° 06' 49.4° (LT ) 0= 7/° l5' 4/.0" (RT J D= l90° 59' 09.4" D= l90° 59' 09.4" L = 27.8/' L = 37.3/' T = 14.99' T = 2/.50' R=30.00' R=30.00' DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � ,�.;� �e� Fill Ground ?.� D ��p'� Slope Min. D = 1.0 Ft. , , 376 �• :� �•� 352 344 -BL - 22 -Ll - ST A 27 f15o89 OFF 27004' RT ELEV = 34/a5/' -BL- 2 -Ll - ST A 30 +360/9 OFF 58086' LT ELEV = 336°0/' 336 E��'� •� 320 Z 0 = W � � C c Z <� Lo a o ? � U � ///'''�� Q 0 I..L C � � \� i � � a W ` � � � � N o z G � 4 L o � � W �' � �o � W c U � o a a W _ H � 0 a z Q W z � � , a KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS 6 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 o, � , Q 0 N N OO � 0 � 0 � � � � � a � � � � , 0 N N 0 � 0 � � � � � , 0 N � � � PLANS PREPARED BY: _ T lE EQUALIT Y _ � -Yl - stoe lo +5ovoo = -BL - l . � _ _ -��- sto. �o�oo.00 -Y2- STA 13+620/7 OFF 23046' LT : KI111�ey>>>Horn . E�EV = 363.53� ELEV = 336070' i� - - - __ � ' 421 FAYETTEVILLE ST, SUITE 600 _ _ III III -- -- — — -- — — - 0 RALEIGH, NC 27601 -----. —.--.-- —.— ---- —.— -- ---------. PHONE. (919) 677 200 — �— — — -- — -- . —.._ � TlE �EQUALITY ��X: `�'�' �� °s° 368 _-� � 368 - _ _ 368 N� ��ENSE �F-a�oz �,_ ', , -Y2- Sta.10+95.00 = TlE EQU LITY 02019 � , �� -Ll - Sta. 29 +14087 = -Y - ll + .l = _ _ _ _ —___ -L2- Stae 29+14.87 -Dl- 10+00.00 ,��\\��!I�QR�Ii�'�%, - - - - - - - - - - - - - - - - _ _ ELEV = 338.94 ELEV = 338e63 _ _ _ _ _ ; �o �oFEss�o�q'�,� ,, - - - - - 360 . 360 . � : 360 = o�� sEA� l��e = _ � . e _ . EXISTING �� : - ",� �eF3782�Qo�°°o ,� ��o �i Q GROUND � oo��s'- d b NCI �� o `��, � ' - -- - - J ' '�• T 0� ` , � 352 � 352 , , � . —__ : 352 � SEAL BEGIN SPECIAL � - - �� DITCH GRADE LT o _ END SPECIAL � . -y _ ��, Q DITCH GRADE LT i _ _._ ELEV - 337.85 � - - --- - - _ 344 � 344 � v� �� E�EV = 335.�2� 344 . � — — �� — � . � � � �--- _ _ --- — � --- — -- -- — -—--- 5, ---- - - - 336 . . . 336 _ ..40 �-----._�—�o_35i-------- — - — — — — — � � 336 - END SPECIAL � � � E D SPECIAL � —J 0.70% - —BL — 3 _i i i i DITCH GR E R DITCH GRADE RT — - - Y l - S T A l 0 f 7 90 1 0 O F F 2 5o 1 9' R T -Y2- SrA �o+� ;� -Y - �� E X I S T I N G - 32 $ ELEV = 35902/' 32 8 ELEV = 336.25' ELEV = 335.37' GROUND - 32 8 f -J 5.93% BEGIN SPECIAL - - -- BEGIN SPECIAL DITCH GRADE RT � � DITCH GRADE RT -Y - ll+ - - - _ _y _ � f ELEV = 335.70' _ 320 —B�— 4 � 320 � E�EV = 3�.85� �— 320 , —Yl — ST A l2 f05o90 OFF 3o27'RT ELEV = XX� -Y1- TRACK �- -Y2- NC HWY 55 10 11 12 10 11 12 13 z 0 - � W � � C O Z �� _B�_ 2 � a ` Lo z / U � - -Dl - ST A l0 +53045 OFF 36e87 RT � a a , ELEV = 336003' � � c ' — — oWc \ � a — — — — — — — — — W ` ` � � � � — — — — — — — — — — — — — — — H � � 368 P� _ �0+25.00 368 z � � EL = 338.7/' , � L � — K = l93 360 I'�. BEGIN GRADE Pl =_ 10+48.00 EL 338.39' 3 60 —Dl — l0 +17.00 K = l93 - — — — — — Q __ ELEV = 338.3/' _ _ _ _ W - —- PROPOSED ---- __ GRADE W _ _�- __ _ _ M � 352 Ti A iTY . 352 � W E E Q U L E N D G R A D E o U OC - � - � � . _ -Dl - l0 +92.68 , - Y 2 - l l + 3 7. 1 9 ELE V = 338.57' ElV D GRADE o a ELEV = 338.63' (+)5.00% T lE T 0 EDGE OF GREENW AY -Dl - l2 +54.49 3 44 a 344 ELEV = 339.53' � —��.4 ', � � — � 0/ e l +�0.50% � W ! f +10.40/ W 336 p � 336 � i EXISTING W PROP l5" RCP -lV GROUND ' ST A l0 +28.34 � a ELEV = 33508 BEGIN GRADE W 3 2 8 � FOR HYDRAU ROF�ATA -Dl - ll +02.68 , 3 2 8 � ELEV = 338.77 � T lE T 0 EDGE OF GREENVV AY KHA PRo�ECT: � TlE EQUAUTY 012622011 DATEe � � 3-8-2019 320 _ i_ i + _ . . 320 i -L2 - 30 +17.8/ � ELEV = 338<67' - FINAL PLANS -. -D 1- DR/ VE l L O T � 10 11 12 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � � � � � 0 N � N O � � � 0 , � 0 � � � c� � 8. a � � 0 � i a N � N O 0 3 0 � i � � � rn 0 N \ \ M R OAD WA Y S TAI�DARD DRA WI1�GS LE GE1�lD � � THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"- ROADWAY DESIGN UNIT-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: SHEET N0. TMP-1 I1�DEX OF SHEE TS TMP-2 - TMP-2A STD. N0. TITLE 1101.01 WORK ZONE ADVANCED WARNING SIGNS 1101.02 TEMPORARY LANE CLOSURES 1101.04 TEMPORARY SHOULDER CLOSURES 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.01 STATIONARY WORK ZONE SIGNS 1110.02 PORTABLE WORK ZONE SIGNS 1130.01 DRUM 1135.01 CONES 1145.01 BARRICADES 1150.01 FLAGGING DEVICES 1160.01 TEMPORARY CRASH CUSHION 1170.01 PORTABLE CONCRETE BARRIER 1205.01 PAVEMENT MARKINGS - LINE TYPES & OFFSETS 1205.02 PAVEMENT MARKINGS - 2 LANE & MULTILANE ROADWAYS 1205.04 PAVEMENT MARKINGS - INTERSECTIONS 1205.05 PAVEMENT MARKINGS - TURN LANES 1205.08 PAVEMENT MARKINGS - ARROW SYMBOLS AND WORD MESSAGES 1205.09 PAVEMENT MARKINGS - PAINTED ISLANDS 1205.11 PAVEMENT MARKINGS - RAILROAD CROSSINGS 1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING 1251.01 RAISED PAVEMENT MARKERS 1261.01 GUARDRAIL AND BARRIER DELINEATOR SPACING 1262.01 GUARDRAIL END DELINEATION 1264.02 PLACEMENT OF OBJECT MARKERS TMP-3 TITLE LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, LEGEND AND INDEX OF SHEETS GENERAL AND PHASING NOTES ADVANCE WARNING SIGNS GENERAL � DIRECTION OF TRAFFIC FLOW NORTH ARROW - ► PROPOSED PVMT. I�Ii : . _ : _ --------� EXIST. PVMT. REMOVAL OF EXISTING PAVEMENT TRAFFIC CONTROL DEVICES TMP-4 TRAFFIC CONTROL PLANS 11 TYPE I BARRICADE TYPE II BARRICADE � TYPE III BARRICADE . CONE � DRUM QQ SKINNY DRUM ` � FLASHING ARROW PANEL (TYPE C) / I � p STATIONARY SIGN PORTABLE SIGN STATIONARY OR PORTABLE SIGN �v, CRASH CUSH I ON t�l� ;��I�� /�0�� CHANGEABLE MESSAGE SIGN TRUCK MOUNTED IMPACT ATTENUATOR (TMIA) LAW ENFORCEMENT FLAGGER PAVEMENT MARKINGS Q CRYSTAL/CRYSTAL PAVEMENT MARKER . YELLOW/YELLOW PAVEMENT MARKER � CRYSTAL/RED PAVEMENT MARKER � � PAVEMENT MARKING SYMBOLS DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � � � i � � � 0 N � N 0 � � c 0 � � � 3 c � i c� �. a i � 0 � i 0 N � N O 0 3 0 � i Q � i Y � O N \ \ M MA NA GEMEN T STRA TEG/ES CONSTRUCTION SUMMARY: PROPOSED -L- (PARK DEPOT GREENWAY) WILL BE CONSTRUCTED ON NEW LOCATION AWAY FROM TRAFFIC. PROPOSED MED/AN ON -Y2- NC HWY 55 WILL BE CONSTRUCTED USING A COMB/NATION OF TEMPORARY LANE CLOSURES, SHOULDER CLOSURES, AND TRAFFIC SHIFTS. G ENERA L N O TES ADAPT THE TRAFFIC CONTROL PLANS, WHEN D/RECTED BY THE ENGINEER, TO MEET F/ELD CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTA/NABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVER/NG OR REMOVAL OF DEVICES. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED /N THE PLAN,OR D/RECTED BY THE ENGINEER. TIME RESTRICTIONS A) DO NOT CLOSE OR NARRO W TRAVEL LANES AS FOLLOWS: ROAD NAME DAY AND TIME RESTR/CTIONS 7. NC HWY 55 6: 00 AM - 9: 00 AM AND 4: 00 PM - 7: 00 PM (MONDAY - FR/DAY) B) DO NOT PERFORM ANY WORK ANYWHERE ON THE PROJECT AS FOLLOWS: 7. FOR NEW YEAR'S, BETWEEN THE HOURS OF 4 PM DECEMBER 31 ST TO 9 AM JANUARY 2ND. IF NEW YEAR'S DAY IS ON A SATURDAY OR A SUNDAY, THEN UNTIL 9 AM THE FOLLOWING TUESDAY. 2. FOR EASTER, BETWEEN THE HOURS OF 4 PM THURSDAY AND 9 AM MONDAY. 3. FOR MEMOR/AL DAY, BETWEEN THE HOURS OF 4 PM FR/DAY TO 9 AM TUESDAY. 4, FOR /NDEPENDENCE DAY, BETWEEN THE HOURS OF 4 PM THE DAY BEFORE INDEPENDENCE DAY AND 9 AM THE DAY AFTER INDEPENDENCE DAY. IF INDEPENDENCE DAY IS ON A SATURDAY OR SUNDAY, THEN BETWEEN THE HOURS OF 4 PM THE THURSDAY BEFORE INDEPENDENCE DAY AND 9 AM THE TUESDAY AFTER /NDEPENDENCE DAY. 5. FOR LABOR DAY, BETWEEN THE HOURS OF 4 PM FR/DAY TO 9 AM TUESDAY. 6. FOR THANKSGIVING, BETWEEN THE HOURS OF 4 PM TUESDAY TO 9 AM MONDAY. 7. FOR CHRISTMAS, BETWEEN THE HOURS OF 4 PM THE FR/DAY BEFORE THE WEEK OF CHRISTMAS DAY AND 9 AM THE FOLLOWING MONDAY AFTER THE WEEK OF CHRISTMAS. GENERAL RESTRI CTIONS C) DO NOT CONDUCT ANY HAULING OPERATIONS AGA/NST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR OTHERWISE D/RECTED BY THE ENGINEER. LANE AND SHOULDER CLOSURE REQU/REMENTS D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEH/ND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS D/RECTED BY THE ENGINEER. E) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORK/NG WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA /S PROTECTED BY BARR/ER OR GUARDRAIL. F) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORK/NG ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITH/N 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE US/NG ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA /S PROTECTED BY BARRIER OR GUARDRAIL. G) WHEN PERSONNEL AND/OR EQU/PMENT ARE WORK/NG WITH/N A LANE OF TRAVEL OF AN UNDIVIDED OR DIV/DED FACILITY, CLOSE THE LANE ACCORD/NG TO THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQU/PMENT REMAIN WITH/N THE CLOSED TRAVEL LANE. H) DO NOT WORK SIMULTANEOUSLY, ON BOTH S1DES OF AN OPEN TRAVELWAY, WITH/N THE SAME LOCATION, ON A TWO-LANE, TWO-WAY ROAD. 1) DO NOT PERFORM WORK /NVOLVING HEAVY EQU/PMENT WITH/N 15 FT OF THE EDGE OF TRAVELWAY WHEN WORK IS BE/NG PERFORMED BEH/ND A LANE CLOSURE ON THE OPPOSITE SIDE OF THE TRAVELWAY. PAVEMENT EDGE DROP OFF REQU/REMENTS J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS: BACKF/LL DROP-OFFS THAT EXCEED 2/NCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 3/NCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL WITH SUITABLE COMPACTED MATER/AL, AS APPROVED BY THE ENG/NEER. K) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES /N ELEVAT/ON BETWEEN OPEN LANES OF TRAFFIC. INSTALL ADVANCE WARNING "UNEVEN LANES" S/GNS (W8-11) 500 FT IN ADVANCE OF THE UNEVEN AREA. TRAFFIC PATTERN ALTERATIONS L) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PR/OR TO ANY TRAFFIC PATTERN ALTERATION. SIGN/NG M) N) O) /NSTALL ADVANCE WORK ZONE WARN/NG SIGNS WHEN WORK 15 WITH/N 100 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PR/OR TO THE BEGINN/NG OF CONSTRUCTION. WHEN NO WORK IS BEING CONDUCTED FOR A PER/OD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK ZONE WARN/NG SIGNS, AS D/RECTED BY THE ENGINEER. PROV/DE PERMANENT S/GN/NG. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTER/NG ANY TRAFFIC PATTERN. TRAFFI C CONTROL DEVI CES P) Q) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER /N RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE CLOSURES ARE NOT IN EFFECT. PLACE TYPE lll BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. STAGGER OR OVERLAP BARRICADES TO ALLOW FOR /NGRESS OR EGRESS. PAVEMENT MARKINGS AND MARKERS R) INSTALL PAVEMENT MARK/NGS AND PAVEMENT MARKERS ON THE FINAL SURFACE AS FOLLOWS: ROAD NAME MARKING MARKER 1. ALL STREETS THERMOPLASTIC RAISED S) INSTALL TEMPORARY PAVEMENT MARK/NGS AND ON /NTERIM LAYERS OF PAVEMENT AS FOLLOWS: ROAD NAME MARKING MARKER 1. NC 55 PAINT RAISED T) TIE PROPOSED PAVEMENT MARK/NG LINES TO EXISTING PAVEMENT MARKING LINES. U) v� REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION. TRACE THE EDGE OF PROPOSED MONOLITHIC ISLANDS WITH THE PROPER COLOR PAVEMENT MARKING PR/OR TO INSTALLATION OF A PROPOSED MONOLITHIC ISLAND. W) PLACE AT LEAST TWO APPLICATIONS OF PA/NT ON NEW ASPHALT W/TH TEMPORARY TRAFFIC PATTERNS WHICH WILL REMA/N /N PLACE OVER THREE (3) MONTHS. PLACE ADDITIONAL APPLICATIONS OF PA/NT UPON SUFFICIENT DRYING TIME, AS DETERM/NED BY THE ENGINEER. X) REMOVE EXISTING MARK/NGS WHICH CONFLICT WITH NEW TEMPORARY OR PERMANENT MARKINGS. MISCELLANEOUS Y) Z) LAW ENFORCEMENT MAY BE USED TO MAINTA/N TRAFF/C THROUGH M/DBLOCK CROSSING. PLACE DRUMS TO DELINEATE PROPOSED ISLAND BEFORE INSTALLATION. DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � � � i � � � O N � N O � � � 0 � � � 3 C N L � I � � Q I � O � I O N � N O 0 3 0 � i Q � i Y � O N \ \ M PHAS/NG NO TES PHASE / /F WORK /S NOT PURSUED W/TH/N 3 DAYS OF S/GN /NSTALLAT/ON, THE WORK ZONE ADVANCE WARN/NG S/GNS SHALL BE COVERED OR REMOVED /N A METHOD APPROVED BY ENG/NEER. THESE COVER/NGS SHALL BE MADE /N ACCORDANCE W/TH SECT/ON 1110 OF THE NCDOT STANDARD SPEC/F/CAT/ONS. STEP 1: PR/OR TO ANY CONSTRUCT/ON ACT/V/TY, THE CONTRACTOR SHALL /NSTALL WORK ZONE ADVANCE WARN/NG S/GNS AS SHOWN ON SEET TCP-3 FOR THE FOLLOW/NG LOCAT/ONS: JUDD PARKWAY NC HWY 42 FLEM/NG LOOP RD CAMERONWOOD DR/VE STEP 2: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSU 1101.02, SHEET 1 OF 9, AND 1101.04, THE CONTRACTOR SHALL PLACE TEMPORARY BARR/ER, AS SHOWN ON SHEET TCP-4: - -Y2- STA 18+50 - STA 20+05 (LEFT) AWAY FROM TRAFF/C, CONSTRUCT ALL NEW LOCAT/ON ROADWAY ALONG -L- (STA 15+75 - STA 38+25). COORD/NATE CONSTRUCT/ON OF RA/LROAD CROSS/NG W/TH NORFOLK SOUTHERN. (CONSTRUCT/ON OF -L- MAY OCCUR DUR/NG ANY STEPS AND PHASES PR/OR TO PHASE /V-STEP 5, AND THUS /S NOT REQU/RED TO BE COMPLETED W/TH/N TH/S PHASE AND STEP.) STEP 3: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 9101.02, SHEET 1 OF 9, AND 1101.04, AND ACCESS TO ALL DR/VEWAYS, THE CONTRACTOR SHALL CONSTRUCT THE FOLLOW/NG, AS SHOWN ON SHEET TCP-4: -/NSTALL TEMPORARY SHOR/NG FROM -Y2- STA 18+97 - STA 19+80 (LEFT) - TEMPORARY W/DEN/NG FROM -Y2- STA 17+40 - STA 21 +25 (LEFT) PHASE // STEP 1: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C US/NG RSD 9101.02, SHEET 1 OF 9, AND 1701.04, THE CONTRACTOR SHALL RELOCATE TEMPORARY BARR/ER, AS SHOWN ON SHEET TCP-4: - -Y2- STA 18+50 - STA 20+05 (LEFT) STEP 2; WORK/NG /N A CONT/NUOUS MANNER, WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 9, THE CONTRA�'TOR SHALL /NSTALL TEMPORARY PAVEMENT MARK/NGS AND SH/FT TRAFF/C TO THE NEW PATTERN, AS SHOWN ON SHEET TCP-4: - -Y2- STA 17+40 - STA 21 +54.47 STEP 3: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101, 02, SHEET 7 OF 9, AND 1101.04, THE CONTRACTOR SHALL PLACE TEMPORARY BARR/ER, AS SHOWN ON SHEET TCP-4: - -Y2- STA 18+30 - STA 20+40 (R/GHT) STEP 4: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 7 OF 9, AND 1701.04, AND ACCESS TO ALL DR/VEWAYS, THE CONTRACTOR SHALL CONSTRUCT THE FOLLOW/NG, AS SHOWN ON SHEET TCP-4: -/NSTALL TEMPORARY SHOR/NG FROM -Y2- STA 18+97 - STA 19+80 (R/GHT) - MOMENT SLAB BARR/ER RA/L, FROM -Y2- STA 19 + 12 - STA 19 + 62 (R/GHT) - W/DEN/NG UP TO THE PROPOSED GRADE, BUT NOT /NCLUD/NG THE F/NAL SURFACE COURSE, FROM -Y2- STA 11 +20 - STA 27+54.47 (R/GHT) -/NSTALL GUARDRA/L FROM -Y2- STA 77+40 - STA 20+40 (R/GHT) PHASE /// STEP 1: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/G, US/NG RSD 1101.02, SHEET 1 OF 9, AND 1101.04, THE CONTRACTOR SHALL CUT/REMOVE TEMPORARY SHOR/NG (R/GHT) AND PORTABLE CONCRETE BARR/ER /NSTALLED DUR/NG PHASE //. STEP 2: WORK/NG /N A CONT/NUOUS MANNER, WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 9, THE CONTRACTOR SHALL /NSTALL TEMPORARY PAVEMENT MARK/NGS AND SH/FT TRAFF/C TO THE NEW PATTERN, AS SHOWN ON SHEET TCP-5: - -Y2- STA 12+90 - STA 21 +54.47 STEP 3: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 9, AND 1101.04, THE CONTRACTOR SHALL RELOCATE AND PLACE TEMPORARY BARR/ER, AS SHOWN ON SHEET TCP-5: - -Y2- STA 18+35 - STA 20+15 (LEFT) STEP 4: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 9 901.02, SHEET 1 OF 9, AND 1101,04, THE CONTRACTOR SHALL /NSTALL TEMPORARY SHOR/NG FROM -Y2- STA 18+90 - STA 19+90 (LEFT) STEP 5: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 9, AND 1101.04, AND ACCESS TO ALL DR/VEWAYS, THE CONTRA�'TOR SHALL CONSTRUCT THE FOLLOW/NG, AS SHOWN ON SHEET TCP-5: - REMOVE TEMPORARY SHOR/NG FROM -Y2- STA 98+97 - STA 19+80 (LEFT) (PHASE /) - REMOVE TEMPORARY W/DEN/NG FROM -Y2- STA 17+40 - STA 21 +25 (LEFT) (PHASE /) - CONSTRUCT/ON MOMENT SLAB BARR/ER RA/L, FROM -Y2- STA 19 + 17 - STA 19 + 62 (LEFT) - W/DEN/NG UP TO THE PROPOSED GRADE, BUT NOT /NCLUD/NG THE F/NAL SURFACE COURSE, FROM -Y2- STA 14+49 - STA 21 +54.47 (LEFT) -/NSTALL GUARDRA/L FROM -Y2- STA 18+30 - 20+23 (LEFT) PHASE /V STEP 1: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 15, THE CONTRACTOR SHALL CUT/REMOVE ALL TEMPORARY SHOR/NG AND PORTABLE CONCRETE BARR/ER. STEP 2: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 1 OF 15, THE CONTRACTOR SHALL /NSTALL TEMPORARY MARK/NGS /N F/NAL PATTERN. STEP 3: WH/LE MA/NTA/N/NG EX/ST/NG TRAFF/C, US/NG RSD 1101.02, SHEET 9 OF 95, THE CONTRACTOR SHALL CONSTRUCT THE FOLLOW/NG: -/NSTALL THE F/NAL SURFACE COURSE ON -Y2-. STEP 4: UPON COMPLET/ON OF ALL ASPHALT PAV/NG, WORK/NG /N A CONT/NUOUS MANNER AND US/NG RSD 1101.02, SHEET 1 OF 15, /NSTALL THE F/NAL PAVEMENT MARK/NGS AND MARKERS AND /NSTALL PERMANENT S/GN/NG THROUGHOUT THE PROJECT. REMOVE TEMPORARY MARK/NG PLACED OUTS/DE OF RESURFAC/NG L/M/TS. STEP 5: OPEN ALL ROADS TO TRAFF/C AND REMOVE ALL ADVANCE WARN/NG S/GNS. DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � � � � � 4 � O N � N O � � C O � � O C N L � I � � Q I � O � I O N � N O 0 3 0 � i Q � i Y � N \ \ M AD VANCE WARN/ NG SI GNS ll �0�,, �� 06- �ti � �y +� N OT TO S CAL E DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � � � � 4 � 0 N N N � 0 � � � � c 0 � � 0 � � � 3 c � � c� � S. a � � 0 � � 0 N N O 0 3 0 � i Q � i Y � O N \ \ M SYMBOL R 4AD WA Y S TAI�DARD DRA WI1�G THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" _ PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: STD. N0. 904.10 904.50 1205.01 1205.02 1205.04 1205.05 1205.07 1205.08 1205.09 1250.01 1251.01 1264.01 1264.02 I��A� ORIENTATION OF GROUND MOUNTED SIGNS MOUNTING OF TYPE 'D', 'E' AND 'F' SIGNS ON 'U' CHANNEL POSTS PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED HIGHWAYS PAVEMENT MARKINGS - INTERSECTIONS PAVEMENT MARKINGS - TURN LANES PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES PAVEMENT MARKINGS - PAINTED ISLANDS PAVEMENT MARKER SPACING RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY OBJECT MARKERS PLACEMENT OF OBJECT MARKERS PA VEME11lT MARKI11lG SCHED ULE DESCRIPTION FINAL PAVEMENT MARKINGS THERMOPLASTIC (24", 90 MILS) T2 WHITE STOPBAR T3 WHITE CROSSWALK LINE THERMOPLASTIC (4", 90 MILS) TA WHITE EDGELINE TD WHITE 3' - 9'/SP MINI-SKIP TE WHITE SOLID LANE LINE TH YELLOW SINGLE CENTER TI YELLOW DOUBLE CENTER THERMOPLASTIC (8", 90 MILS) TN WHITE GORELINE TO WHITE DIAGONAL TP YELLOW DIAGONAL THERMOPLASTIC PAVEMENT MARKING SYMBOLS (90 MILS) UA LEFT TURN ARROW UH HANDICAP PARKING UN 24" YIELD LINE TRIANGLE VN MA MB POLYUREA 8" WHITE GORE LINE PAVEMENT MARKER SYMBOLS YELLOW & YELLOW CRYSTAL & RED THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. SIGNING . IF REMOVAL OR RELOCATION OF SIGNS ON PRIVATE STREET (NON-STATE MAINTAINED) IS REQUIRED DUE TO CONSTRUCTION, THE CONTRACTOR SHALL INFORM THE ENGINEER. THE WORK WILL BE COMPLETED BY OTHERS. . WHEN NOT STATIONED OR DIMENSIONED ON PLANS, ALL 'E' AND 'F' SIGNS SHALL BE FIELD LOCATED BY THE ENGINEER. . ALL EXISTING SIGNS ON "U" CHANNEL POST WITHIN THE PROJECT LIMITS SHALL BE REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED ON PLANS. . WHEN EXISTING SIGNS ARE REMOVED AND INSTALLED ON NEW SUPPORTS, THE RE-ERECTION SHALL IMMEDIATELY FOLLOW THE REMOVAL. . THE BACKGROUND FOR TYPE E& F SIGNS SHALL BE TYPE C REFLECTIVE SHEETING. PAVEMENT MARKING A) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS FOLLOWS: ROAD NAME -L1- PARK DEPOT GREENWAY -L2- PARK DEPOT GREENWAY -Y2- NC HWY 55 -D1- DRIVEWAY : C) D) GEI�ERAL 11tOTES MARKING THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC MARKER NONE NONE PERMANENT RAISED NONE TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. STOP BAR LOCATION AT NON-SIGNALIZED INTERSECTIONS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. E) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED IN LIEU OF EXTRUDED THERMOPLASTIC FOR ARROWS, STOP BARS, SYMBOLS, CHARACTERS AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID FOR USING THE EXTRUDED THERMOPLASTIC PAY ITEM. F) SEE ROADWAY PLANS FOR ALTERNATE CURB RAMP DESIGNS WHEN INDICATED ON PAVEMENT MARKING DETAIL SHEETS. DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- C O� � � � I � 4 O N N N O � � � N c O � C O � � O C N L � I � � Q I � O � I O N � N O 0 3 0 � i Q � i Y � O N \ \ M DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- C � � � � 4 O N N N O � � � N c O � C O � � O C N L � I � � Q I � O � I O N � N O 0 3 0 � i Q � i Y � O N \ \ M DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � � � 4 O � � O i � a � c � C 0 � � c � � � � Q 0 � i O N N O 0 0 � Q � Y � rn 0 N � � M � 6� MAx � GREENW AY 4' MiN 5� MAx DET AlL — SIGN PLACEMENT O O O � � I +� N � Q � � W i � J � W � z �w Z � v �� N Wl-5L � B��X� 8�. W16-7P 24"x12" � 9�bii Wll-15 � � 30"x30" ^ � c�; Wll-15 30"x30" RRFB Wl b-7P � 24"x12" �O "'� 4�� Rl-5L OJ, �� 36"x36" �� FF �9� TYPICAL BOLLARD MARKINGS DET AlL c BOLLARD /' —Y2— STA 13+06 END TI TI MA MA —Y2— STA 13+00 END TD —Y2— STA 11+20 END TH TH MA MA 0� ►� 3�3H � I � Z C7 1 � 1 � � 11 � � � I ' � � � � � � I 1 � z 1 1 �' � v� � • 1 ► � 1 1 ' � 1 . 1 � 1 • 1 � 1 � \ . UA R5-3 ��\\\� �' 24"x24" o o J �\� Z � W _ —Y2— STA 11+11 � > SEE BOLLARD MARKING DETAIL —Y2— STA 12+09 END TE MB TI TD MA —1�� — STA 1 i +�0 BEGIN TI TE MA MB / OMl-3 18"x18" R4-7 24"x30" ' R1-1 30"x30" � .� � 1 � �e � W 7-5 18"x18" � R�-, 0 18"x18" � W16-7P � 24"x12„ 9��a Wll-15 �(� 30"x30" �'/ a ;�� .. � � —Y2— STA 11+11 —Y2— STA 10+69 BEGIN TH TH MA MA ' R4-7 24"x30" OMl-3 18"x18" � Wll-15 i. 30"x30" R� W16-7P 24"x12" � Rl-1 SEE BOLLARD � 18 "18 MARKING DETAIL � � Wl-5R ., %/ \018"x18" R5-3 24"x24" � _� o �o N A R5-3 24"x24" -Y2- STA 10+90 , R1-5 36"x36" � HERE � ` 1� � \-Y2- STA 10+90 � W16-7P \24"x12" s�aa Wll-15 30"x30" L�� Wll-15 30"x30" RRFB � W16-7P 24"x12" �O /� M 00 Q Z �/ �r—� R5-3 L � 24"x24" � �o� � p —D1— STA 10+98 _� � Wll-15 30 x30 -D1- STA 10+98 � Wl b-7P � 24"x12" / � � 0 N �O ��Ji�, R8-3 24"x 30" SEE INSET A THIS SHEET W16-7P 24"x12" � � � �� Wll-15 30"x30" � SEE BOLLARD MARKING DETAIL ��g�ss.� �ib ��b � � R7-8A 18"x9" �yb R7-8 �'s�°' 12 "x18„ OM4-1 OM4-1 OM4-1 18"x18" 18"x18" 18"x18„ PAVEMENT MARKING LINES & SYMBOLS TA - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE SOLID EDGELINE TD - THERMOPLASTIC (4" WHITE, 90 MILS) 3' x 9' TE - THERMOPLASTIC (4" WHITE 90 MILS) SOLID LANE LINE TH - THERMOPLASTIC (4" YELLOW, 90 MILS) SINGLE CENTER LINE TI - THERMOPLASTIC (4" YELLOW, 90 MILS) DOUBLE CENTER LINE TN - THERMOPLASTIC (8" WHITE 90 MILS) WHITE GORELINE TO - THERMOPLASTIC (8" WHITE 90 MILS) WHITE DIAGONAL TP - THERMOPLASTIC (8" YELLOW, 90 MILS) DIAGONAL T2 - THERMOPLASTIC (24", 90 MILS) WHITE STOPBAR T3 - THERMOPLASTIC (24", 90 MILS) WHITE CROSSWALK LINE UA - THERMOPLASTIC (90 MILS) LEFT TURN ARROW UH - THERMOPLASTIC (90 MILS) HANDICAP PARKING UN - THERMOPLASTIC (90 MILS) 24" YIELD LINE TRIANGLE VN - POLYUREA (8") WHITE GORELINE MA - PERMANENT RAISED MARKER YELLOW & YELLOW MB - PERMANENT RAISED MARKER CRYSTAL & RED PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 CO2019 �� CQRp �,. ;��°o ��s�� FE o�q e = SEAL ; �0 37827 � ; � ��FNc �,�o�� , � oo��o�Q �o��s - d b �T � , �� ,i,n. � ' , � o L� 0 U °� a L � � Q < c � \ / � oWc � a � z G a ? L � � W M � � � O � W C U � o a a Z � Z � g � zQ Z y �7 � W Q � � a � Z O ► W � � C Z z � � > � � � O � 0 KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS PM-4 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- O� � O W � � 4 O N N N O � � � � c O � C O � � O C N L C� I � � Q I � O � I O N � N O 0 3 0 � i Q � i Y � O N \ \ � . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- �loZ bN� � �g abN PLANS PREPARED BY: COMBINED CLEARIN�AND FINAL PHASES FOR CONSTRU TION SHEET 4 GENERAL NOTES: Kimley>>> Horn 1. WHERE SILT FENCES ARE LOCATE BELOW STORM DRA/N OUTLETS, THE/R LOCATIONS MUST BE MOD FIED AS THE STORM DRA/NS ARE 4zi FnvETTEvi��E sT, suirE 600 INSTALLED SO THAT THE FENCES WILL PASS OVER THE P/PE OUTLETS. RA�EicH, Nc 2�6oi PHONE. (919) 677-2000 FAX: (919) 6�7-2050 2. REINFORCED SILT FENCE OUTL TS'MUST BE ADDED /N THE FIELD Nc ucENSE #F-oio2 020�9 WHENEVER LOW PO/NTS ARE E COUNTERED ALONG S/LT FENCE RUNS. ��iiiiiii�iiii 3. ALL RIPRAP ENERGY DISS/PAT RS ARE TO BE DESIGNED IN AGCORDANCE ��`��'`� �QRQ�''% WITH DETAILS A AND B AS SH WN ON SHEET ERO-8 �� FESS��.�% - �� SEAL l �� = 4. USE ROLLED EROS/ON CONTR L PRODUCTS ON ALL = - CUT/F/LL SLOPES AS NECE55 RY FOR STABIL/ZATION. - �° 37H27 � ;��°�FN�� ,?��? , DocuS � d b� �� \ . �. � � � � 19 SEAL � INSTALL TEMPORARY CLEAN INSTALL TEMPORARY ROCK WATER D/VERS/ON D1TCH � SILT CHECK TYPE 'A' W/ GEOTEXT/LE FOR SO/L � .` 1' WEIR HEIGHT STAB/L/ZAT/ON NCDOT STD 1633.01 SEE SHEET ERO-8 SEE SHEET ERO-7 �ryp��A�� . . (TYPICAL) INSTALL S/LT FENCE INSTALL TEMPORARY CLEAN OUTLET SEE SHEET ERO-6 BZ 2 WATER D/VERS/ON D/TCH (Typ►Cq�) SEE SHEET ERO-8 BZ 2 � W/ CLASS 1 RIP RAP L/NER BZ , �� SEE SHEET ERO-9 BZ � , / � L/MITS OF D/STURBANCE (TYP) . _ 18��i' �`� , �� . � _ _ � — -- � ; ,�, TB � � - , -_, -- � � - " � _ —� -.� � _ -- �----- J� � � e , -- — � +� - ` __ ��-X�_�X�X _ A --- �/ jB��g _ TB j _—� -- TB�� \ � � �X'��-�X 6' �CHL / � - ��ij � � \ /� - l X ��X �! . � /// � � f ',, � - - - - � i � / - �1. �' i `� � � , -- J "� BZ 1 O �� - - - - � �/—�--;-�__ _ 36�- - _ _ � � , . . . � . ,�� e/// / - .� O I`� � .. SLOPE STABILIZATION � � — � — � —`-��--- � / '= _ . � � � �/ /// �' BZ 1 �y B � I // - — — � � � � � — � � , - �" � �� / / • �/ � � O � � � � � � � � \� / / / , , � "� / / / �� / / / , � � ; ALL DITCH SLOPES, CLEAN WATER DIVERSIONS, CUT SLOPES, AND FILL X � � � � � � � � � � � � � '' i � � , � / �/� �° � g �' / v� _ . i' � • , . , � �1 _ � � � � � � / � , — — ' �G / SLOPES ARE STEEPER THAN 3:1 FOR THE LENGTH OF THE PROJECT. ��X � � �_ _ � �_ �� 5� � � � I � � �� , / �� j j � � — — `� � y , � � O ' �X � ; - � . � , �. ' / P � — — � � � , � , �� n ; THEY WILL REQUIRE 7 DAY STABILIZATION PER NPDES GENERAL � \ — - . � � � '" ,_ _ _ - -_ _��' -� , i -��_ . ' � � � , 6, • , � _- - -�� - - - - i PE �1 W � STORMWATER PERMIT SOIL STABILIXATION TIMEFRAMES PER THE � � ' � � � � H - , �, _ � , � _ _ . C � � ,. � � I I I I / 1 �, ; �1`�O - � " � � � � _ . - �, � , _ ' TABLE SHOWN. � � � X �� , < '� I � � ` G � � � - , _ i � , , - ,, , - — , � - �, , _- _ , � � _ �� a r. � -- — _ _ - . i , , �_ _ , � , - - - - , ; , -- - - PE r , � ;� � � � , � � , � —>� — — - W �, � ' � ' � � � � - . � �" � ' - - 1� � , , _ � , � _ , , � � �-, � � - , -- _ A , � - � � - ' v � � � �, ;f � � _ _ � �, . 0 1 ' � , - � � -- - I , —� f ._ � ,. , , ? � , �,� � , >, � - � �� ,, � p, BOARDWALK AND CULVERT EROSION CONTROL PHASING: X�' � � + ' ' �i � ' % f '� 'L �� ., I �'� �' % �I � i , i � �, ,`' i F . �,ti - '�' �' �' � — — � Z W o � ,_ - ; ` , � I � � -__ -- �=-:; �_ � � i� ., , � � v� Z O � ; - /fi / . . � �c � , _ - ti �' . � � � � (� � N � , � 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY � � i�ti �� ,. � � � ; �U CLEARING AND GRUBBING IS PERFORMED. �; �� ,' � � �� ° � � � � Q � o , � �� . 1 . , � i � � 2. CONTRACTOR TO ACCESS BOARDWALK AND CULVERT LOCATIONS USING PROPOSED INSTALL TEMPORARY GRAVEL , l `, \ l � I STA L TEMPORARY � � 1 , L o ? Q G R E E N W A Y P A T H F O O T P R I N T. U S E M U D M A T S ( S E E E R O S I O N C O N T R O L D E T A I L S) C O N S T R U C T I O N E N T R A N C E / F � % � \� �� m . � � ` � � a � Q � � � � ' � EDI ENT FEINCE � � o a � p IN WETLAND AREAS AND OTHER LOW AREAS TO �iMir innPacrs. NCDENR PRACTICE 6.OG. 7 � � �/ � / , 1� i. � ` �. � � 0 � � > N 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS � � / ! � /��/ �� DU NG CLEAR/NG PHASE , . �' ' � \ j a N DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING (DEWATERING METHOD j ,, � /� � AN MA/NTAIN THROUGHOUT � � �. � a `� � O INCIDENTAL TO BOARDWALK INSTALLATION). � / ! � � ' � C NSTRUCT/ON o � � , � 4. AFTER BOARDWALK AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL INSTALL CONCRETE � / � �/ %�� CDENR P�iACT/CE 6.G2.7 � ' v + � Z ? Z � DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATfING, WASHOUT STRUCTURE % � � � � i � �(ryp/�'q�) � � �, ,m � �i' ' a � p SEEDING (SEE SHEET ERO-b), AND MULCH TO MAINTAIN A VIGOROUS, SEE SHEET ERO-7O � l -- � � L \ DENSE, VEGETATIVE COVER. ' % j � ��,. �m DJU�"� TEMPORARY � - � ' � � � � � SEDI ENT FEN�'E � � � • / �, �, �, �, �y �y � � � �� INS ALL�D DUR/NG �` � o � �, � PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING �;~m �m CL �4R/NG PHASE , . �• � �Y ` � ` � O INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE ll �l � O CE P/PE IS PLACED A� . � �' �' ' W � SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT ` . � � � � ` � � M� � INSTALLATION � � �, �, �. � � O � i � � � � + ` ` � � = Q � � �. � P�` �' � � � � , � a� GENERAL NOTES (TYPICAL ALL SHEETS): GENERAL NOTES (CONT) (TYPICAL ALL SHEETS): o �, �• � �i' � � � � � � � � �i 1. WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR 6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH � � �' �' � � � a , o LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END �' � � � � � � �, �• - � �' � � � c�c � THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS. OF EACH WORK DAY. � �, �, �. � �% �' �' � � � � � , � �, �, �• � a i 2. SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS 7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED �, �, �. � �'% �' � p ARE ENCOUNTERED ALONG SILT FENCE RUNS. AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL � � �i' �' � � � � � �, �, � - �i' �' �' Z N 3. USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUTIFILL SLOPES ADEQUATE PERMANENT GROUND COVER IS PROVIDED. �, �, �. � �' �' �' � � �, . a N INCLUDING BASINS AS NECESSARY FOR STABILIZATION 8. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT �� , �. � �' �' ' � � � o , O 4. DO NOT ALLOW CONCRETE DUSTIWASTEIWASTEWATER INTO STORM DRAIN TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE ,�9 �. � � �' �' � � � � '�:a �' �' �' � o OR OFF-SITE. ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO � � �, �, �. � �' �' � ` "' � � METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST ` �' � �, �. LEGEND fAPPLIES TO ALL SHEETSI o OF ROADS, DRIVEWAYS, OR PARKING LOTS. BE REPAIRED AT THE CONTRACTORS EXPENSE. , . � �i' �' � � � � - � 5. MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE. WORK WITHIN � �• � �% ` � , � � �' � � DISTURBED AREA TEMPORARY ROCK SILT CHECK TYPE 'A' � = W � BUFFER ZONE SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH 11�PDES GE11tERAL STORMWATER PERMIT �% �` ~ � � OF TIME THAT DISTURBED AREAS ARE EXPOSED. - �' �' � � Y SOIL STABILIZATI01� TIMEFRAMES � �, �, �, �, �, � CONSTRUCTION LlMIT -C --- F STOR� DRAIN �NLET PROTECTIOIy o�oo KHA PRo�E�T: a o SELF-711iSPECTIONS AND SELF-MONITORING SHALL BE CONDUCTED ' `°°°°° 012622011 IN ACCORDANCE WITH THE CONDITIONS OF THE NPDES PERMIT NO. �, �. � �� TEMPORARY SILT FENCE � DATEe 3-$-2019 NCG010000 AND NORTH CAROLINA GENERAL STATUE 113A-54.1(e) AND � � � SILT FENCE OUTLET SITE DESCRIPTION STABIUZATION Tlti1E TIMEFRAiWE EXCEPTIONS ` , � � ' TEMPORARY CONSTRUCTION ISA NCAC 04B.O131 . PERIMETER DIKES. S�yALES. DITCHES AND SLOPES 7 DAYS NONE HO 4O O HO ., � 6O ENrRANCE CONCRETE y�ASHOUT �❑ , , � STRUCTURE FINAL PLANS THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE HIGH �UALITY �yATER (H��y) ZONES 7 DAYS NONE TEMPORARY CHECK DAM � � NCG010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE � � TEMPORARY STREAM CROSSIIyG SLOPES STEEPER THAN 3:1 7 DAYS , GRA�PHIC SCALE N ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NOT STEEPER THAN 2:1. 14 DAYS ARE ALLO ED. � �, • � NATURAL RESOURCES DIVISION OF WATER QUALITY. SLOPES 3:1 OR FLATTER 14 DAYS LENGTH, FOR SLOPES GREATER THAN 50' iN CLEAIy WATER ONERSION � CWD � ERO 2 � , . M ALL OTHER AREAS �IITH SLOPES FLATTER THAN 4:� 14 DAYS NoNE, EXCEPT FOR PERIMETERS AND HQ� ZONES. . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- �i . . , , , . . , . , . . . � COMBINED CLEARING AND FINAL PHASES �. � � � . � � � .1, .l, � � .1, .1, .1, .1, FOR CONSTRUCTION SHEET 5 -� � � � � � � � � � � � � � � � � � . � .,, � ., , , �, , , , , ,, , , ., , � , .�. .i, � .`. 6. ' 6 `. �; :6 �. y ` �. � �. � `, ', i. . . , . � . . . , i � , . , . . , . . . ��0 . , , . . . � � , � , . . . . . . , . . . � . . c�6- . . . . . . , . . . . , , . . , , . � . , . , . . o� � �� a � � � a v � � � � � � � i � � v 3 � i • v � � � � � O� , . . . . . . . , . , , . , , , . . � . , . , . , . , . , � -\BI,1 , . . . , . . . . � , . , , , . , , . , , , . , , . , , . . , eZ , , , . . gZ 2 . . . . . � � , . . . . . , � . . . :e2 . . , INSTALL SILT FENCE ? . , . , . . . , . Bz 7 � UTL�SEE S�IE - . ` . . . . . . , � TB —TB—TB . (TYP/CAL) BZ 2 e2 , ... �' . . , . . , . . . . .. � _ ,�- -•- _ __` _ -- � ' ri . � . , � , , . - . -- e , . . . : : . . . , : BZ � � TB -.. —TB�TB��TB �„, � T9 BZ l � � � " . TB , . . . � iB ... . . , , . - — TB �� , rB ,- -- � —�TB= _�s—� � � �,� � , �NN�'Eo rR�e ro o �- , � � ,. _..—TB ''' ''(B�TB BLACK CREEK O. � � �76 � ... ....,_.... _ , ._. � � O —TB—TB�TB—TB TB� Tg —TB. —7B rg Tg '�e O � O, i � e> � . , � . . � � , i i Te � . . . _.�.—. . .� '� � TB�TB 't8 \ � � O � �oa � `, `T� TB�• —TB TB TB TB T6 `?8`i28't8 te''fB�re Tg TB TB �(0 ��Y ��jk �� . . , � . . . . . . . . . . _tB �Tg/ �_ ! c� � o , a � �re"ts TB —Ts —Ta �� V �Q' � eIz BZ' `s�v� ' �� , ' � � � � ` ` ` ' LACE PERMAN /NA'GE " ` ° Bz � ° ` ' ' B2 BZ � ti� � Z� ��' �� A�i� PH � �' �j � A , �� P,� - . ��' ` �c �c �c �c �c " THEN' INSTAL RxI RY ' , , � 3 ` — z � � / \ ��o- ; G�� Q�' � , \ � � . \ \ � � � � � � STREAM CROSS/NG tFn/IJaENT F�NCE ez 2 � F ' Zv�� ; , i P �� . / ; , � , � , NCD�NR pRAC`�ICE'6J0:10 . : . INSTALLED DUR/NG, : _ I - — - - _ _ „ � ' ' ` � v �'.� �`� � -- -- --- --- __ � � �� .o � � , - � . . � .. _� - � � r ; ; :_ � �. � ; �. CLEARING PHASE , , � . . F � —'- — � � , / , ._ — � � � , � � � �. � � � � � � � � ONCE PIPE IS PLA�CfD- - - --" - _ _�-�-- -- � .� � �� ' 'a� � � - ; � j , , � — E — _ — — � -- —_ � _ � i � � � ; �- , . � �c- � � � � �; � �_ - _ ' -- - � : - _ . - � - - �� — -- � -- ��, � — — " � i � '`� � _, � — � _ — -- � " C � ' — — � C — _ — — , — \ � � � , �/ � i � � � — — � =� — �� , , � � , � �C `� �` - - - � � � — � . _ � � � " / t<` \. ' - ' � � ` � ' � �, �'' __ - — i — � � � ,; , � -�_ _ � � � _ — � � � � , - � � — � � ' � � , , �� _ � / � ' � \ \ , � � � � � � � � _ _ i , � � � / � � � ' � � � �C � / �' :�°� / ,n � � �� `� � \ \ i � � \ / ; < �, � , � �i � o . i � - � _ — � _ � � � , - � � �, // � � � � / � — � , � � � � � , / � /" f � — � � � , � / �� ' � _ � � � i � � �� ,/��- _ � � � � - — � � � — — _ � � — ` -- — � � � �C `% � `% � `� � j __ �� ' ._ / � � A � � :�� — � � ' � _ — � � � � � � � F , , � . � � � , _ , , , - � , _ _ , ; � 4/ � �� \ \ \ � / / / � / / � - \ \ \ \ ` __ / I ' � ` \ � �_ � ' � � � G / � \ I � j \ i � ��jr yS' � � \ _ i = % � � . , � � � � , `� �C `� `�C �C `� �C �C `� �_ ,�, ��p� � \ � � � � -� � ' / � � � � � . - ,- � / ,c � � � � � � ; C � , ,� '; � � � \ E � � � � � ; � , s `.� � � �C � � � � � °�s' �� a / � _ � � � � � , � � = � � , , _ � , , , / � �i ; ' �� F� , � F , � � � --- � � � —� ._-- — � � � ` � �� / � _— , i f ; � � i ��%!� � � �— � � � L/M/TS OF D/STURBANCE (TYP) ; � � < < �� I , o � /�� — � — ,-�' / � , �� , , , �U � /l/ ,o ` \ ,-� � / � -C � � / �/ %`� F � / � / � � , � � Q � � � � � � / % �' i / -- -- -- -- -- — _ ' — - -- _- - -- / f/ �� , , . . . . . . . , , . , � , � - i o � �� i ; F � - / ' ; INSTALL TEMPORARY CLEAN � � N ' ' ' ' ' � ` ' ' ' ! '� � � � � � � ' � � � WATER D/VERSION DITCH � N � j� �� o . � _ — J � � � ` ` - W/ GEOTEXTILE FOR SOIL � °ADJ!!ST TEI�III�QfiARY � � � � � � STABILIZATION � SED/MEN� �ENCE �� SEE SHEET ERO-8 BOARDWALK AND CULVERT EROSION CONTROL PHASING: ; � ` � ' { ' ' � � °INSTALLEfL� DUR/NG -- ' � �j (TYPICAL) � CLEARING PHASE /NSTALL TEMPORARY � 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY � � � � i � ` 'ONC'E PIPE IS PLACED SED/MENT FENCE CLEARING AND GRUBBING IS PERFORMED. � DUR/NG CLEAR/NG PHASE 2. CONTRACTOR TO ACCESS BOARDWALK AND CULVERT LOCATIONS USING PROPOSED � � � � � • � • AND MA/NTA/N THROUGHOUT P�aCE PERMANENT DRAINAGE GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) � / CONSTRUCTION ' � P/PES DUR/NG CLEAR/NG PHASE IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. �,' THEN /NSTALL TEMPORARY 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS � � • � � � NCDENR PRACT/CE 6.62.1 , °' (TYP/CAL) STREAM CROSS/NG DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING (DEWATERING METHOD � , , .li � NCDENR PRACTICE 6.70.1 INCIDENTAL TO BOARDWALK INSTALLATION). .,! � . 4. AFTER BOARDWALK AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL Q ` � DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, � , SEEDING (SEE SHEET ERO-6), AND MULCH TO MAINTAIN A VIGOROUS, I DENSE, VEGETATNE COVER. � � � � � � � PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 CO2019 ��1111111/�� QR�Ii�''--, ; o oFEs�o�� ,� ; - ?� SEAL � � ; �0 37827 � _ ; � ��FNci ty��,?o��o� , DocuS � d b� �� B � \ _�.lX�. � � � 19 Z O ► W � � C Z / o \ o Q ` o ? � U � o aL � c �c Q o \ Q � � � a � o z G z � � o a L � � � � W O l�7 �n � � O � W C U � o a a � ' PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING Z N� INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE a N � � � SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT � � '_ INSTALLATION � O � , V � LEGEND fAPPLIES TO ALL SHEETSI o o GENERAL NOTES (TYPICAL ALL SHEETS): GENERAL NOTES (CONT) (TYPICAL ALL SHEETS): _ � 1. WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR 6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH Jc ui o Q LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END DISTURBED AREA TEMPORARY ROCK SILT CHECK TYPE 'A' � � W ; � THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS. OF EACH WORK DAY. Y �, ' Y 2. SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS 7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED ` CONSTRUCTION LlMIT ------ ��'��' C F STOR� DRAIN �NLET PROTECTIOIy oo❑o KHA PRo�ECT: a o ARE ENCOUNTERED ALONG SILT FENCE RUNS. AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL � � 012622011 3. USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUTIFILL SLOPES ADEQUATE PERMANENT GROUND COVER IS PROVIDED. � -��``� TEMPORARY SILT FENCE SILT FENCE OUTLET � °ATEe _ INCLUDING BASINS AS NECESSARY FOR STABILIZATION 8. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT 3 5-2019 4. DO NOT ALLOW CONCRETE DUSTIWASTEIWASTEWATER INTO STORM DRAIN TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE ' TEMPORARY CONSTRUCTION OR OFF-SITE. ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO HO 4O O HO 16O ENrRANCE CONCRETE y�ASHOUT �❑ STRUCTURE FINAL PLANS METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST ' TEMPORARY CHECK DAM � � OF ROADS, DRIVEWAYS, OR PARKING LOTS. BE REPAIRED AT THE CONTRACTORS EXPENSE. TEMPORARY STREAM CROSSIIyG O 5. MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE. WORK WITHIN � G RAP H I C S CAL E N BUFFER ZONE SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH CLEAIy WATER ONERSION � CW D� � ERO-3 � OF TIME THAT DISTURBED AREAS ARE EXPOSED. , . M . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- " � . ` � PLANS PREPARED BY: ; " � r -� � � y` ` � ` < COMBINED CLEARING AND FINAL PHASES � � � � �� FOR CONSTRUCTION SHEET 6 I � � � � � � � � � . � � � � � � � � � o Kimley>>> Horn , � � � � � � � � � � N CULVERT EROSION CONTROL PHASING: � � � � � � � � Q 421 FAYETTEVILLE ST, SUITE 600 � � � � yG � z 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY RA�EicH, Nc 2�6oi PHONE. (919) 677-2000 � � CLEARING AND GRUBBING IS PERFORMED. FAx: �9i9� 6��-zoso Nc ucENSE �F-oioz yG � � � � � � yG � � � � � 2. CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED �2oi9 � �' GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) , . � � � � � � � � � � IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. �� ,:� � � � ..y� � a 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS \�`Q�� CQRQ� ,� / - � � ' � � , � z DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING (DEWATERING METHOD � ? ��S��q�� ; � � � = SEAL = ,- y� � INSTALL TEMPORARY ROCK � INCIDENTAL TO CULVERT CONSTRUCTION). _ _ ' � y� SILT CHECK TYPE �A� , 4. AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS - �° 37827 � �" � � AND STREAM BANK SLOPES USING EROSION CONTROL MATTING %� °°F Q`�°�� a 1� y� � �.5 WEIR HEIGHT � y� � �� NCI tyF�`� �� , � � � , NCDOT STD 1633.07 `" . SEEDING (SEE SHEET ERO-6),AND MULCH TO MAINTAIN A VIGOROUS, oo��s�' aby�� °°T O�e�`� � � � . SEE SHEET ERO-7 � � DENSE, VEGETATNE COVER. n,ix�. � 019 � � - . �,, � `A SEAL y� � � INSTALL �TEMPORARY ;A � +� y� , SED/MENT F�NCE . INSTALL TEMPORARY ROCK � S/LT CHECK TYPE �A� PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING � � , DURING CLEARIIVG PHASE � ; 3 INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE � � 1� , AND MA/NTA/N THROUGHOUT % � 7.5� WEIR HEIGHT SUBMITfED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT ' � , � - N STD 1633.01 INSTALLATION ; ; CONSTRUCT/OIV � Z ^ , �, ,. � � } NCDENR PRACTIC� 6.62.1 ` � - EE SHEE � 7 � - � e . � �' � \ � I � � � � , . ` (TYP/CAL) . ` �, : - � . � � � . , � � � 5o coNc yya�� , � � � � � , INSTALL SILT FENCE . � � � � . . �; . . ' ,� , \� ( / � � ' 1 � �fELE HO�DJ . � �� \ y� , �' OUTLET SEE ,SHEET ERO-6 � � � F.o. R � � � . y ' . (TYPICAL) , 'sz 2 � � '' I '� ' � � � �l - � . � ' �, - INSTALL TEM�Y� ; � � '�� ; az � �� . 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WHERE SILT FENCES ARE LOCATED BELOW STORM DRAIN OUTLETS, THEIR 6. STREAM BANK STABILIZATION SHOULD BE PHASED SO THAT EACH ui o Q LOCATIONS MUST BE MODIFIED AS THE STORM DRAINS ARE INSTALLED SO DAY'S WORK IS COMPLETED AND ADEQUATELY STABILIZED AT THE END DISTURBED AREA TEMPORARY ROCK SILT CHECK TYPE 'A' � � W � THAT THE FENCES WILL PASS OVERTHE PIPE OUTLETS. OF EACH WORK DAY. � Y 2. SILT FENCE OUTLET MUST BE ADDED IN THE FIELD WHENEVER LOW POINTS 7. ADEQUATE TEMPORARY SEDIMENT CONTROLS SHALL BE PROVIDED CONSTRUCTION LlMIT a o 000000 � C F STOR� DRAIN �NLET PROTECTIOIy o❑ o KHA PRo�ECT: ARE ENCOUNTERED ALONG SILT FENCE RUNS. AT THE END OF EACH WORK DAY AT ALL STREAM CROSSINGS UNTIL °°°°°' 012622011 3. USE ROLLED EROSION CONTROL PRODUCTS ON ALL CUTIFILL SLOPES ADEQUATE PERMANENT GROUND COVER IS PROVIDED. TE MPORARY SILT FENCE SILT FENCE OUTLET � �ArE� 3-$-2019 INCLUDING BASINS AS NECESSARY FOR STABILIZATION 8. CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT 4. DO NOT ALLOW CONCRETE DUSTIWASTEIWASTEWATER INTO STORM DRAIN TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE TEMPORARY CONSTRUCTION OR OFF-SITE. ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO 8 4O O HO 16O ENrRANCE CONCRETE y�ASHOUT �❑ STRUCTURE FINAL PLANS METHODS ONLY. WATER MUST NOT BE USED TO WASH SEDIMENT OFF EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST TEMPORARY CHECK DAM � � OF ROADS, DRIVEWAYS, OR PARKING LOTS. BE REPAIRED AT THE CONTRACTORS EXPENSE. TEMPORARY STREAM CROSSIIyG O 5. MINIMIZE BUFFER DISTURBANCE AS MUCH AS POSSIBLE. WORK WITHIN G RAP H I C S CAL E N BUFFER ZONE SHOULD BE SEQUENCED TO MINIMIZE THE LENGTH CLEAIy WATER ONERSION � CW D� � ERO-4 � OF TIME THAT DISTURBED AREAS ARE EXPOSED. M DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � J Q � a � � W � 4 0 N N 0 � c 0 � 0 � � 0 c a c� � � S. a � � � � 0 N � N O 0 3 0 � � � � rn 0 N \ \ M CONST RUCT lON SCHEDULE CONSTRUCTION SPECIFICATIONS l. Pleose refer to the Erosion ond Sediment Control plons for detoiled construction scheduling and sequencing. 2. Obtain plan approval and other opplicable permits including grading permits for borroW site. Refer to Section 230 "BorroW Excovotlon" in the 20/8 NCDOT Stondard Specificotions. 3. Flog th�e Work limits for protectlon. 4. Hold preconstructlon conference ot least one Week prior to starting construction and invite NCDEQ. NCDEQ LQS contoct number is (9/9179/ -4200. 5. Prior to ony lond disturbing (including demolltion) octivities, instoll cleon Woter diverslon ditches, fobric/block ond grovel drop inlet protection, temporary gravel construction entrance/exits, check dams, tree protection fence, temporary rock silt checks, concrete Washout structures, and silt fence as sl�Wn on the erosion control plons. 6. ln occordance With the erosion control plons ond troffic control plons� instoll inlet protection and erosion control measures. After inlet protectlon ond erosion control meosures ore in place, grade roadWay, install sto�m drain system. Until boxes are built ond yard inlet devices installed, instoll ond mointoin storm droln under construction at end of day or onset of rain. Place outlet protection as shoWn on plans. Place additional check dams ond stabilized dltches os indlcated. Modify sIlt fence plocement oround pipe inlets and outlets as necessary, place silt fence oround top of proposed headWalls. 7. Complete final grading for roads and stabilize With gravel. 8. Flnlsh droinoge inlets, place curb ond gutter ond pavement, and build shoulders. 9. Flnish grading of slopes, topsoil critical areas and permanently vegetate, seed and mulch. l0. Vegetotion olong streom banks should be cut ond root mat/stumps left to stabilize bonk untll such time as constructlon activlty worrants thelr removal. ll. All groded areas will be seeded, fertlllzed and mulch�ed according to NCDOT specificotions to maintoln a vigorous, dense, vegetative cover Within 2/ calendar days or sooner of completion of ony phase of grading. lf Work on the proJect ceoses for more than the aforementioned length of time, all disturbed areas shall have temporory vegetative ground cover established ond erosion control devices molntoined. l2. After seeding is established, the contractor shall call NCDEQ ond arrange for a flnal site inspection. Upon approvol, oll temporary erosion control measures shall be removed from tl� pro Ject. l3. All erosion ond sediment control proctices Wi�� be inspected Weekly and after roinfall events. Needed repairs Will be mode immediately to restore sediment contoinment. l4. All oppicoble erosion and sediment control must be maintoined until o vigorous stond of permonent ground cover is estoblished ond permonent vegetotion is Well estoblisi�d. Estimoted time before final stabilization is l8 months. l5. Site includes approximately 1.24 acre of permonent veqetation area. l6. After site is stabilized, temporary sediment trops, temporary diversion, constructlon stoging ond mote�lol oreo stockp7/e oreos, ond all other erosion control devices shall be removed, restored as existing, ond permanently vegetated as described in th�e maintenonce and vegetotive plan. MAINTENANCE FolloW the construction sequence throughout proJect development. When changes In construction octivitles ore needed,omend the sequence schedule in advonce to maintain management control. Notlficotion of Lond Resources Sediment and Erosion Control Self -lnspection Program: The Sedimentation Pollution Control Act Was amended in 2006 to requlre thot persons responsible for lond -dlsturbing activltles inspect a proJect ofter each phase of the proJect to moke sure tl�t the opproved eroslon and sedimentatlon control plan is being folloWed. Rules detailing the documentatlon of these Inspectlons took effect October l, 20/0. Tl� self -Inspection program Is separate from the Weekly self -monitoring program of the NPDES StormWater Permlt for Constructlon Activitles. The focus of the self -inspectlon report is the instollotion and molntenance of erosion ond sedlmentation control measures according to tl� approved plon. Tl� Inspections must be conducted after each phase of the proJect, and continue until permanent ground cover is established in accordance With NCGS ll3A-54.1 and l5A NCAC 4B.0/3/. Tl� Self -lnspectlon Report RlP RAP (6a15) CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS Subgrade Preparotion - Prepare th�e subgrade for riprap and filter to the required lines ond grades shoW� on th�e plans. Compact any fill required in the subgrade to o densify opproximating thot of the surrounding undisturbed moteriol or overfill depressions With riprap. Remove brush, trees, stumps ond other ob J'ectionol material. Cut the subgrade sufficiently deep tl�t the finished grade of the riprop WiII be at the elevation of the surrounding area. Channels sh�ould be excavated sufficiently to alloW plocement of th�e riprop in a monner such that the finish�ed Inside dlmensions ond grade of tl� riprop meet design speclfications. Sand ond gravel filter blanket - Place the filter blonket immediately after the ground foundotion is prepored. For grovel, spreod filter stone in o uniform loyer to th�e specified depth. Where more than one layer of filter material is used, spread the layers With minimal mixing. Synthetic filter fabrlc - Place the cloth filter directly on tlae prepared foundation. Overlap the edges by at least l2 inches, and space anchor pins every 3 ft olong the overlap. Bury the upstream end of the cloth a minimum of l2 inches beloW ground ond W�ere necessory, bury the loWer end of the cloth or overlop With th�e next section os required. Toke core not to domoge the cloth When plocing riprop. lf domoge occurs remove the riprop ond repoir the siaeet by odding onother loyer of filter moteriol With a minimum oVerlop of l2 inches oround the domaged oreo. lf extensive damage is suspected. remove and replace tiae entire sheet. Wl�re large stones are used or machine placement is dlfflcult, a 4-inch layer of fine grovel or sand may be needed to protect th�e filter cloth. Stone Plocement - Plocement of riprop should folloW immediotely ofter plocement of tiae fi/ter. P/oce riprop so thot if forms o dense,We//- roded moss of stone Wlth o minimum of voids. The desired disbribution of stones �hroughout the moss moy be obtained by selective looding ot th�e quarry and controlled dumping during finol placement. Ploce riprap to its full thickness in one operotion. Do not place riprop by dumping through chutes or other methods tlwt cause segregotion of stone slzes. Toke core not to dislodge the underlying bose or f1/ter Wh�en placing the stones. The finished slope should be free of pockets of small stone or clusters of lorge stones. Hand plocing moy be necessory to achieVe the proper distribution of stone slzes to produce o re/ative/y smooth, unlform surface. The finlshed grade of th�e riprap should blend With th�e surrounding area. lVo overfall or protrusion of ri prap should be apparent. MAINTENANCE lnspect chonnels at regulor intervols as Well as after mo,�or rains, and make repairs promptly. Give special attention to the outlet and inlet sections and oth�er points Where concentroted floW enters. Carefully check stab7/Ity at r� qad crossings ond look for Indi tlons of pipin , scour hnles, or bank failures. Make repalrs immediotely. �intain all vege�otion od jacent to the chonnel in a h�ealthy, vigorous condition to protect tl� area from erosion and scour during out-of -bank floW. Control of Weed and brush groWth moy be needed in some locotions. l. Construct and maintoin all erosion ond sedimentatlon control practices and measures in accordance With the approved sedlmentation control plan and construction schedule. 2. Remove good topsoil, as determined by o Geotechnicol Engineer from areas to be graded and filled, and preserve it for use in finishing the grading of all crl�Ical areas. 3. Scorify areos to be topsoiled to o minimum depth of 2 inches before placi ng topsoil. 4. Cleor ond grub oreas to be filled to remove trees, vegetotion, roots, or other ob�ectionoble material that Would affect the planned stability of the fill. 5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps, building debris, and other materials inappropriate for constructing stable fills. 6. Place all f1/l In layers not to exceed 9 Inches In thickness, and compact the loyers as required to reduce erosion, slippoge, settlement, or otl�r related problems. 7. Do not Incor,00rate frozen material or soft or highly compressible moterials into fill slopes. 8. Do not ploce flll on a frozen foundatlon, due to posslble subsidence and slippoge. 9. Keep diversions and other Water conveyonce measures free of sediment during oll phoses of deVelopment. l0. Handle seeps or springs encountered during construction in accordance With approved methods. ll. Permanently stablllze all graded areas immediately after flnal grading is completed on each area in the grading plan. Apply temporary stabilization meosures on oll groded oreos When Work is to be interrupted or deloyed for l5 Working doys or longer. l2. ShoW topsoil stockpiles, borrow areas, ond spoil areos on the plans, and make sure they are adequote% protected from eroslon. lnclude final stobilizatlon of these oreas in the plon. MaiNrENANcE Periodlcally check oll graded areas ond the supporting erosion ond sedlmentotion control proctices, especially after heovy rolnfolls. Promptly remove a// sedlment from diverslon and other Woter-disposa/ proctices. /f Washouts or breaks occur, repalr them Immedlotely. P�ompt maintenonce of small eroded areos before they become significant gullles is on essentiol port of on effective erosion ond sedimentotion control plon. SEEDING SCHEDULE V EGET AT lV E PLAN (60/l� Shoulders, Side Ditches, Slopes l3:11 Dote Type Plonting Rote Aug. l5 -Nov. l Toll Fescue 250 /bs./ocre Nov. l-Mar. l Tall Fescue 250 /bs./ocre & Abruzzi Rye 25 /bs./acre Mar. l-Apr. l5 Tall Fescue 250 /bs./ocre Apr. l5 -Jun. l5 Hulled Common Bermudagross l2 /bs./acre Jun. l5 -Aug. l5 Toll Fescue 60 /bs./ocre & BroWntop MIllet xxx 35 /bs./acre or Sorghum-Sudon Hybrlds XX� 30 /bs./ocre Slopes l3:1 to 2:11 Mar. l-Jun. l Sericea Lespedeza fscarifledJ 50 /bs./acre and f ar. l-Apr. l51 Add Tall Fescue 60 /bs./acre f r. l-Jun. 30J or Add Weeping Lovegrass 5/bs./ocre ( ar. l-Jun. 30J or Add Hulled Common Bermudagrass 8/bs./ocre Jun. l-Sep. l Toll Fescue xxX 60 /bs./acre & Browntop Millet xxx 35 /bs./acre or Sorghum-Sudan Hybrids xxx 30 /bs./acre Sep. l-ti1ar. l Serlcea Lespedeza (unhulled -unscarlfledJ 70 /bs./acre & Tall Fescue 50 /bs./acre fNov. l-ti1or. 11 Add Abruzzi Rye 25 /bs./acre Consu/t Conservotion Engineer or Soi/ Conservation Servlce for odditlonol Informotlon concerning other olternotives for vegetatlon of denuded areas. The above vegetation rates ore those Which do Well under local conditlons: other seeding rate combinotions ore possible. xXX Temporory - Reseed occording to optimum seoson for desired permonent vegetation. Do not alloW temporary cover to groW ove� l2 inches in height before moWing, otherWise, fescue moy be sl�ded out. SEEDING SPECIFICATIONS /� After rough groding Is completed, till soil in oreas to be seeded and planted to a depth of six incl�s. 21 Apply ogricultural llme, fertilizer, ond superphosphate to disturbed oreos to be vegetoted. A minimum of 2 tons limestone/acre with 3 tons limestone /acre i n clay so7/s or per so7/s test 35 /bs. l0-10-10 fertilizer/1000 sq. ft. f1500 /bs/ocrel 40 /bs. 50% superphosphate/1000 sq. ft. (1750 /bs/ocre) 3J Disk nutrients into soil to a depth of six incl�s until surface 1s uniform and free of lorge dirt clods. 41 Seeding permanent grass. 3.0 /bs. KY-3/ tall fescue/1000 sq. ft. f130 /bs./acrel during Feb�uary l5 through May l5 or August l5 through November l5. -OR - 3.0 /bs. KY-3/ tall fescue and 2.0 /bs. annual ryegrass/1000 sq. ft. during November l5 through February l5. 5J Mulch seeded area With smoll graln strow at 90 /bs/1000 sq. ft. (2 tons/acreJ. Spreod uniformly. Approximately%2 of ground surfoce should be visible to ovoid blocking sunlight to seedlings. On oreas Where the ground surface equals or exceeds a 3:l slope, and in the inVerts of oll droinoge sWoles, tock mulch With aspl�lt emulsion at a rate of 400 gallons emulsion per acre of straw. 61 Mulch around shubbery ond trees With pine straw to depth of 3 inches. 71 Temporary cover l.0 /bs. broWn top m7/let/1000 sq. ft. �oy through August 25. -OR - l.0 /bs. annual ryegrass/1000 sq. ft. August 25 through April. 61 Maintenance: Refertilize if groWth is not fully adequate. Reseed, refertillze ond mulch Immedlately folloWing erosion or other damoge. IVOTE: For Riparian Buffer areas, see Sheet ERO-6 for seeding plon. f orm i s avai loble as a W ord Document and PDF from at http://portol.ncdenr.org/Web/lr/eroslon. lf you hove questions or connot occess the form, pleose contoct NCDEQ Lond Quality Section ot l9/9J 79/-4200. MAINT ENANCE PLAN l. The Controctor sholl check oll erosion ond sediment control proctices for stobility and operation following every runoff producing rainfall but in no case less than once every week. Any needed repoirs Will be mode immediately by the Controctor to mointoin oll proctices os designed. Also per Notionol Pollutont Dlschorge Eliminotion System fNPDESJ general stormwater permit, a rain gauge must be installed on site. Tl� roin gouge must be kept onslte and inspections by th�e controctor must be mode ond logged after every holf inch of rainfoll ond once o Week. 2. The Contractor sholl remove sediment from behlnd silt fence When it becomes 0.5 feet deep at the fence. SIIt fence Will be repaired os necessary to mointoin a borrier. 3. The Contractor shall fertilize, reseed os necessary, ond mulch oll seeded areas according to specifications in the vegetative plon to mointoin a vigorous, dense vegetative cove�. 4. Tl� angle for graded slopes and fills shall be no greater than the angle that can be retained by vegetative cover or other adequote e�osion-control devices or structures. ln any event, slopes left exposed Wi��, Withln 7 or l4 calendor doys of completion of ony phase of grading, be planted or otherWise provided With temporary ground cover, devises or structures sufficlent to restraln eroslon. Permonent groundcover Wi// be provided for a// dlsturbed oreos Withln l5 Working days or no more than 90 colendor days fWhichever ls shorterl folloWing completlon of constructlon. 5. The ToWn of Fuquay-Varina contoct Is Tracy Stephenson f9/91753-1039. LAND GRADING (6002) DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- O� N Q W Q � W � 4 0 � � 0 � � � 0 � � 0 � 3 c � c� , S. Q 0 � � 0 N N OO 0 0 � � � Y � O N \ \ M CONSTRUCTION SPECIFICATIONS 8' - 0" M A X I M U M /. Use a nthetic filter fobric of at leost 95% sy by Weight of polyolefins or V A R I A B L E A S D I R E C T E D B Y T H E E N G I N E E R polyester, WMch Is ce�tlf7� by tlae monufocturer or supplle� os conforming to tlae requlrements In AST D 646/, whlch is slaoyyn In port ln Toble 6.62b. R I P A R I A N B U F F E R S E E D I N G P LA N Synthetic f//te� fob�lc shnu/d conto/n u/t�oyio/et �ay inhl6ito�s and stobl/ize�s to p�oVide a minimum of 6 months of expected usable construction life ot o A R I P AR I AN SE E D M I X A T TH E R A TE OF % LB P E R 1, 000 SQ F T OR 10 LBS temperature ronge of 0 to l20'F. PER ACRE SHALL BE USED FOR SEEDING. THE FOLLOWING TABLE LISTS SILT �ENCE FABRIC 2.Ensure tlaatposts for sedimentfences are l25 /b/linear ftminimum HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"* steel Witn o minimum le tn of 5 feet. Moke sure thnt stee/ posts h�ave M I N I M U M 10 G A U G E I N S T A L� E D TO S E C 0 N D pro jections to facilitote�ostening tl�e fabric. L I N E W I R E S WI R E F R 0 M TO P M I N I M U M 1 2 �� G A U G E � SCIENTIFIC NAME COMMON NAME PER CENT COMPOSITION 3. For reinforcement of stondord strength . lter fabric,use W�re fence With a I N T E R M E D I A T E W I R E S minlmum l4 gouge ond o moxlmum mesh spocing of 6 Inciaes. A g r os t i s a I b a R ed Top 10 CONSTRUCTIOAI Elymus virginicus Virginia 1�lild Rye 15 l. Const�uct tiae sediment borrier of stondo�d st�ength or ext�o st�ength P a n i cu m vi rg a t u m SVv i t ch g ra ss 15 G R A D E synthetic f1/te� fob�ics. = Tripsicum dactyloides Gamma Grass 5 , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __;_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _� i i-1 I L-I I L-I I L-I I L-I I I-1 I I-1 I L-I I IJ I I-1 I I-1 I IJ I IJ I IJ I IJ I IJ I IJ I IJ I I-1 I L-I I I-1 I I-1 I L-I I I-1 I L-I I L-I I I-1 I L-I I I I I L-I I I-1 I I-� 2. Ensure thot the height of the sediment fence does not exceed 24 inches "� -1 I I I I I-i �'-"'-"' _"'_"'_"'_"'_"'_"'_"'_"'_",_,,,_� ��_"'_"'_"'_ "'-"' "'_"'-"' "�=I I I-1I I-1 I1= ' obove the ground surfoce. fHigher fences moy impound Volumes of water 'I,-I II-� -�11 111= Polygonum pennsylvanicum Pennsylvania SmartVyeed 5 ' I I I' -1 I 1= sufficient to couse failure ofthe structureJ j� � 3. Const�uct tlae fllte� fobrlc f�om o contlnuous �oll cut to tlae length of the Sc h iza c h yr i u m s c op a r i u m L i t t I e B I u e s t e m 5 borrie� to ayoid joints. y�hen joints ore necessory, securely fosten tlae filte� J u n c u s e f f u s u s S o f t R u s h 5 I II I I I I: c%th only ot o suppo�t post Wlth 4 feet minlmum oveNop to tlae next post. II II =11 1= Bidens aristosa Tickseed 10 I II I II � F R 0 N T V� E W II I II I I 4. Support stondo�d st�ength f7/te� fob�Ic by WI�e mesh fostened secu�ely to -I I I- I I I I upslope side of the posts. Extend tlae Wi�e mesh suppo�t to the bottom of Coreopsi s I an ceol a t a La n ce- I ea ved coreop si s 10 I_I___II =11 _ 1= th�e trench.Fosten th� wire reinforcement,then fabric on the upslope side of -1 I L-I I I- 1,=1 I 1=1 I I the fence post.W ire or plostic zip ties shnuld hrive minimum 50 ,00und tensile P a n i c i m c I a n d es t i n u m D ee r To n g u e 10 '-"'- - strengtl� STEE� POST Andropogon gerardii Big Bluestem 5 5. ►�hen o Wire mesh support fence is used, spoce posts o maximum of 8 feet WO VE N W I R E � A B R I C oport. Support posts slaould be driyen securely into the ground a minimum of Sorga s t ru m n u t on s i n d i o n gro ss 5 24 Inches. SI�T �ENCE FABRIC 6.Extro st�engthfllte� fobrlcWlth6 feetpostspocing does notrequl�eWlre 1: A SIMILAR MIXTURE CAN BE USED �yITH APPROVAL BY ENGINEER. mesh support fence.Securely fosten the filter fobric directly to pasts.Wi�e o� plostic zip tles shnuld hove mTnimum 50 pound tensile strength. z o � � I L� S� 0 P E �� 0 R R E P A I R 0� S I L T � E N C E F A I L U R E S 7. Excovate a trench opproxJmotely 4 inches Wide and 8 inches deep along the propose� line ofposts ond upslope from the borrfe� (Figure 6.620). � USE SI�T FENCE OUT�ET DETAI� N z • � 8. Place l2 inclaes ofthe fabric along the bottom ond side oftlae trenclz � .�:��:� �� ANCHOR SKIRT FOL�OWING SKIRT TRENCH � yV��'�^� R E Q U I R E M E N TS , P E R N C D E N R E R 0 S I 0 N A N D 9• Bockfill tl�e trench With soil placed over tl�e filter fabric and compoct. ,-r;= ��s`r": Tlaorough compoction ofth�e bockfill is critico/ to silt fence performonce. N s"��`=�``a�'��'�� SEDIMENT CONTROL P�ANNING AND DESIGN � _:.:.,.:;...,.�;....:... -�°� =° �.::: ..� G R A D E l0. Do not ottoch fllter fob�lc to exlsting trees. ��_iii-~��" �� MANUA� �IGURE 6.62A 6.62.5 =iir—iir—ii i, ni-ii�= �� ) -I I 1=1 I I I � '�=1 I I-� �' MAINT EN,4�/CE '�1=11 11=.1i-�il-�'� 6" MINIMUM COVER 'll III--111-'' OVER SKIRT � NOTE: o = I I II I I� �'� U S E S I� T � E N C E 0 N � Y W H E N D R A I N A G E A R E A lnspect sediment fe s ond fence outlets ot leost once o Week ond � �I A N C H 0 R S K I R T A S ofter eoch �ainfoll.�ake o� required repoirs immediotely. N D 0 E S N 0 T E X C E E D 1/4 A C R E A N D N E V E R I N Should th�e fobric of o sediment fence col%pse, teor, decom se �I I I� � D I R E C TE D B Y E N G I N E E R=� � A R E A S 0 F C 0 N C E N TR A TE D� � 0 W. or become ineffective, reploce it promptly. Replace burlap e�re y �II IIII 60 days. �I� �� I�� S I D E V� E W Remove sediment deposits os necessory to p�ovide adequote sto�oge Volume fo� the nextroln ond to �educe p�essu�e on the fence. Toke co�e to avoid undermining th�e fence during c%onout. STANDARD TEMPORARY SILT FENCE (6.62.1) brl� th� o�eo to grodefo�nd stoblllzeti�ofte�t� cont�I�jtlr�� droinoge oreo hns been properly stobilized. �' VARIOUS MULCH AND NET CONSTRUCTION SPECIFICATIONS FILTER OF 1 INCH DIAMETER � # 57 WASHED STONE � � ° �° °�° o$ o�� o�°��b°� �88�0 Qoa o�o � o p �5 a � o °o � o 0 0 0 0�� ° °°�o ��,�o O o STEEL FENCE POST NOTE: � o° � � o 00 z{I�� o � �o� o � C��tl' ot7'o 0 0 SI�T FENCE FABRIC TO OVERLAP � o � 000po�0o 0 0 WIRE FENCE HARDWARE CLOTH BY 12 INCHES o° � o o po°� o o �Ja °p 0 0 00°00 o a a o 0000po Oo 0000000 000 o � HARDWARE CLOTH ° 'o a a o 0 FI�TER OF 1 INCH DIAMETER # 57 WASHED STONE HARDWARE CLOTH SILT FENCE FABRIC STEE� FENCE POST �8� ON WIRE FENCE ON WIRE FENCE oVerlop ��OW DIRECTION °$� �g PLAN V�EVv Join strips byonchoring ° ond overlopping. G R A D E s TE E � F E N C E P o s T s E T ln chonnels. roll out strips of netting porollel to the --� � �=ITI=I i I=I i I=ITI=ITI=ITi=� ��-� � i= I rIT� �- H A R D W A R E C � 0 T H M A X I M U M 2 F E E T A P A R T di �ection of f loW ond oVer th�e protecti ye mulch. ��_��-11L-IIL-III-1�' -��i �� WIRE FENCE �-"'_� �� I I,' 6" C O N S T R U C T l O N S P E C I F I C A T I O N S INST ALLAT lON OF NET T lNG AND MAT T lNG � � Products designed to control erosion shnuld be installed in SYNTHETIC ROV�N� acco�donce With manufoctu�er's inst�uctions. Any mot o� S I D E �/I E W �� blonket-type product used as o protecti�e mulch slwuld �U Use North Americon Green PS 300 permonent erosion provide cover of at leost 30% of th�e surface Where it is SI�T FENCE control motting o� equivolent product opproved by engineer, applied. lnstallation is illustrated beloW. FABRIC oVER�AP Synth�etic roVi� is Wound Into o c lindrical ° g y packoge so thot ov 1R�AP � 2 �� it can be continuously WithdraWn from th� center using a ��P�y ��me.fertilizer ond seed before laying th�e net or i N c H E s i N cH Es compressed air eJector. Roving exponds into a mot or glass mat. lf open-Weave netting is used, lime may be incorporated fibers as it contacts th�e soil surface. lt is often used over o before instolling the net and fertilizer and seed sprayed on G R A D E straW mulch. but must still be tacked With asphalt. ofterWa�d. �' ��_� ��-1 I 1=1 I 1=1 I I N OTE: -�� _�;�. Spreod roVi�g uniformly oVer the areo at a rote of 0.25 to 2. Stort layJng the net from the top of th�e channel or slope U S E S I� T� E N C E 0 U T� E T S 0 N� Y W H E N 0.35 /b/sq yd. Anchor With osplmlt immediotely of te� ond un�oll i t doWn the grade. AlloW netting to lay loosely on D R A I N A G E A R E A D 0 E S N 0 T E X C E E D 1/ 4 I-_ _ I_ __= I-_ ._ -- I -----I - I- -- I-_ _ -I - 1- . application. at a rate of 450 gallons per acre. "-� I I-I I I-I I I I I-I I I-I I I-I I I-I I I-I I I-I i r� � �_ , I 1=1 I I-I I I I-� ��_� i 1=1 I 1=1 I 1="'-� ��_� i i=1 I 1=1 I I-1 I I I-I I I_I I I_i' the soi l but Without wrinkles -do not stretch. A C R E A N D T H E R E I S A L 0 W A R E A. U S E �i I 1=1 I I� � F=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-I I I-I I �� —"-I I I� • F-' "_� �'- -� I 1=1 I 1=1 I��I I 1=1 I 1=1 I' A S A R E P A I R 0 F S I L T � E N C E F A I L U R E S. -I I I-1 I�I I 1=1 I 1=1 I 1=1 I 1=1 I I�I I I„,I I I, �� I I 1=, I I �-1_l �I i ' I 1=1 I I� r-I I 1=1 I� As a channel lini ng. and at oth�er si tes of concentrated f loW. 1=1I I� �-1I1=1I I �I I I;�I I I� IT =� � i- I, I �. �" , i=1I1=� �I I1=1I1= th�e roving mot must be furth�er onch�red to prevent 3. To secure the net, bury the upslope end in o slot or trench �I I I-I I°-I I1=1I I-I I---i '� - -1I I-I I I- ° 1=1I1=1I � no less thon 6 inclaes deep cover With soil ond tomp firmly. 1=111�_f1-111=1�'- LJ LJ -111=1�111=11L�' undermining. lt moy be secured With stakes placed ot � • � I I-1 I I-I I 1=1 I 1- N 0 T E: I I=1 I 1=1 I 1=I I 1=� Staple th�e net every l2 inch�es across the top end and every � � � � � � � � � ��-I � i-� i �-i � intervals no greater th�an l0 ft olong th�e drainogeWoy, ond B U R Y W I R E F E N C E, H A R D WA R E C L 0 TH , - 3 ft around th�e edges and bottom. W h�ere 2 strips of net are �ondomly th�ough�out its Width but not mo�e than l0 ft opo�t. the ad jacent edges should be overlapped 3 F R 0 N T VI E W AH E� T R E N C H N C E F A B R I C 6 I N C H E S I N T0 As on option to staking, tiae roVi�g con be buried to a depth jnclaes/ and stapled together. Eoch strlp of netting sh�ould also of 5 inch�es at th�e upgrode end and at interyols of 50 ft � Stapled doWn the center. eVery 3 ft. Do not stretch the net STANDARD SILT FENCE OUTLET olong the length of the chonnel. wh�en opplying stoples. CONST RUCT lON SPECIFICAT l0/yS NET 5 AND MAT S 4. T o Joi n tWo stri ps, cut o trench to onchor tlae end of tlae 3. Construct the filter fobric from o continuous roll cut to th�e length of the borrier ll. Fasten support yyire fence to upslope side of posts,extending 6 inch�es into tl�e trench. �eyy /1et.Overlop the end of the previous roll l8 %�Cl1ES, OS �ArERiA�s to ovoid oints. yyn�en 'oints are necessor .secure/ fasten th� filter c%th onl ot a Nets olone generally provide little moisture conser�ation i y y y shoWn beloW. ond staple every l2 inches just beloW the anchor support post yyith oyeri�oP to tne next Post. i2 Attoch continuous length of fob�Ic to upslope slde of fence posts.Avolld Jolnts, benefits ond only limited erosion protection. Therefore, l. Use o synth�etic filter fabric or a peryious sheet of polypropylene, nylon, polyester, po�ticulorl ot loW points in the ferrce /ine. y�hen oints o�e necesso� , fosten fobric SIOt. or / et /ene orn, yyhich is certified tlae monufocturer or supplier os conformi y � y th�ey o�e usuolly used in con�unction With an orgonic mulch PoY hY . Y bY �9 4. Support stondo�d st�ength fllte� fobrlc by W��e mesh fostened secu�e/y to th�e upslope securely support posts ond WeNop to th�e next past. to tiae requirements shoWn in the table beloW. side of tlae posts usi du Wire sta /es at leost l inch lo SUCh OS Stl'OW ng heavy ty p ng. or the yylres. �3 ,q�toch Worning si Extend the yyl�e mesh suppo�t to tlae bottom of tlae t�encl� gn fsee T�ee P�otectlon Deto1/J to fence Wh�e�e fence is locoted M�NTENANeE Synth�etic fllter fabrlc shnuld contoln ultraylolet ray Inhlbltors and stablllzers to proVlde a odjocent to ond in buffer oreos. y�orning sign is incidentol to silt fence. Except Wh�en Wood fiber slurry is used. netting sh�ould minimum of 6 months of expected usable construction life ot o temperoture ronge of 0 5, W/�n o Wj�e mesh suppo�t feRce is used, spoce posts o moximum of 8 ft op�rt. /�S to l20 deg�ees F. Suppo�t posts slpuld be d�iyen secu�ely Into the g�ound to o minlmum of l8 Inches on thie MaNTENANCE alWays be instolled over th�e mulch. Wood fiber may be pECf 011 111UlCh2S, nets, and mats at least Weekly and after each doWnslope side of tlae trench, sprayed on top of an installed net. siqnificant fl/2 inch or greoterJ rain fall event repair 2. Ensure tlbt qqsts fo� sedlment fences o�e l33 /b/llneor ft steel wlth o mlNmum l�,spect sediment fences ond fence outlets ot leost once o Week ond ofter eoch roinfoll. immediately. Good contoct with tiae ground must be mointained, length of 4 ft.Moke su�e th�ot steel posts hnve projections to focilitote fostening th�e fob�ic. 6. Extro strength filter fobric W�th 6-ft post spocing dces not require Wire mesh Moke any requlred repalrs Immedlotely. „ „ support fence. Staple or yyire tlae fi/ter fabric directly to posts. Mots, including excelsior fWood fiberl blonkets, ore ond erosion must not occu� beneoth the nets and mots. Any 3. For reinfo�cement of stondord strength fi/ter fab�ic.use Wire fence With o minimum Sheu/d t/ae fobrlc of o sed/ment fence co//opse,teor',decompose or become Ineffect/ve, considered protective mu/ch�es ond moy be used O/One,On ares of the nets and mats thot ore damaged or not in c/ose l4 gauge ond a maximum mesn spacing of 6 incnes. 7. Excavote a trench opproximately 4 inches Wide ond 8 inclaes deep along tiae proposed reploce It p�omptly. Reploce buNap every 60 doys. erodible soils, and du�ing all times of th�e year. Place the contoct with the g�ound sholl be �epoi�ed ond stopled. lf e�osion line of posts and u�.sioPe t'�om tlae ba�rier. mattin in firm contact with th�e soil and sto le securel occurs due to poorly controlled drainage, th�e problem sholl be CONSTRUCTION Remoye sediment deposits os necessory to p�ovlde odequote storoge volume for th�e next 9 p y� fixed ond eroded oreo i 8. AdJust spocing to p/oce posts ot /ow polnts a/ong th�e fence /Ine. roin ond to reduce pressure on t/ae fence. Toke core to ovo/d undermining th�e fence p otected.Wiaere erosion is obser�ed. l. Construct tlae sedlment borrler of stondord strength or extro strength synthetic fllter fobrlcs. during cleonout, apply additional mulch. lf Washnut occurs, repair th� clope grade. 9. Bockfi// the trench yylth compocted so7/ o� groye/ p/oced oVe� th�e fi/te� fob�ic. reseed ond reinsto// mu/ch. Monitor and repair mats ond /iners 2. Ensure thot the he1gM of the sedlment fence does not exceed l8 Inches oboVe th�e Remoye oll fencing moteriols ond unstoble se�iment deposits ond bring th�e oreo to grode OS �eCESSOI' U�tll round cover is establish�ed. g�ound surface. fHiglae� fences may impound yolumes of yyater sufficient to couse foilu�e /p, pa not ottoch filter fobrlc to existing t�ees. and stobilize it ofter th�e contributing droinoge area h�as been properly stobilized. Y 9 of th�e structu�eJ. DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, N J Q W Q � W � 4 � N N N � i � � N c O � i 0 � � 3 C � � � � a i � � � O N N � 0 0 � Q � / � � O N \ \ M HARDVV ARE CLOT H AND GRAV EL INLET PROT ECT lON DET AlL 16e5/.l) CONSTRUCTION SPECIFICATIONS l. As synth�etic fabric.use a p�evious slaeetof �lon,polyester.or ethylene yarn - extra strength f50 /b/l Inch minlmumJ - tlaot contoins ult�oyfolet �oy Inhibitors ond stobJllzers. Fobric s/bu/d be sufflclently porous to provlde odequate dralnoge of the temporory sedlment pool. Burlop may be used for slbrt-term opplications. lt must be replaced eVery 60 days. 2. Cut fabric from a continuous roll to eliminate joints. 3. For stakes. use 5-foot stee/ posts. 4. Spoce stokes eVenly oround th�e perlmeter of tlae Inlet a maxlmum of 4 ft aport, ond securely driVe them into th�e ground.approximotely 24 inch�s deep. 5. Place o 2 foot flap of yyire mesh under the graVel for anchnring. 6. Fosten fobric securely to the stokes ond frome. Joints must be oyerlopped to th�e next stake. 7. The top of the frame and fabrlc must be yyell beloW the grouRd eleyat7on dorynslope from th�e drop inlet to keep runoff from bypassing the inlet. lt may be nece�,s ary to build a temporory dlke on tlae doWn slope slde of the st�uctu�e to p�event byposs floyy. Mote�lol f�om yylthln the sediment pool may be used for diking. MaNTEIyA�/CE lnspectthe fob�Ic bo��Ie� ofte� eoch roln ond moke �epol�s os needed. Remove sedlment from the pool o�eo os necessory to proylde odequote storoge yolume fo� th�e next rain. Take care not to damage or undercut the fabric during sediment remoVal. E�T N SE�OHTOP�OF BOXRE �ETAL POST HARDy�ARE 2, 3� y�IRE •57 STONE 2 � � /6' �� F� r r �s -�� —� ��AXb�•000Cb o� _ — �fiN. �o ca LINE WIRES ST,411/DARDIZED METAL POSTS 2'-0" �N GROUND 0 0 n —� —� •57 y�ASHED STO/yE PL�D TO A HEIGHT OF l2°-l8' lN. ABOVE TOP OF BOX T EMPORARY CHECK DAM DET AlL (6.83.11 CO/yTROL,� ASS B l�N STONE FOR EROSIOA/ �a`� CONTROL."57 STONE � Fo/b�ic Z� S��P� � 2�S�o.oF o�center I 4' to 6' I r Section A -A ', L= The distance such that points A ond B ore of equol eleyotlon � L IyOTE: Check doms to be Instolled os lndlcated on plan or If grade Is steeper per plon detoil. COIySTRUCTION SPECIFICATIONS l. Place stone to the lines ond dimensions slx�Wn in the plan on a filter fobric foundotlon. 2. Keep the cente� stone sectlon otleost 9 Inches beloyy noturolg�ound /eye/ where th�e dom obuts th�e chonnel bonks. 3. Extend stone ot leost l.5 ft beyond th�e dltch bonks to keep oVerfloyy Woter f�om cutting o�ound the ends of th�e claeck dom. 4. Set spocing betWeen doms to assure thot the elevation at the top of the loWer dom is th�e same as th�e tce eleyation of the upper dam. 5. Protect tlae chr�nnel doWnstreom from tlae loyyest ch�eck dom, considering thn Woter yyIll floyy oye� ond oround the dom. 6. �oke sure thot th�e clbnnel reach aboVe the most upstream dom is stoble. 7. Ensure thot chnnnel appurtenonces, such as culvert entronces belot�y ch�eck dams,are not subject to damoge or blockage from displaced stones. MAl/yTEIyA/yCE lnspect check doms ond chonnels fo� domoge ofte� eoc� �unoff eyent. Anticipate submergence and deposition aboVe the c/aeck dam ond erosion from high floWs oround the edges of the dom. Correct oll domoge lmmediotely. lf slgnificont e�oslon occurs betWeen doms, lnstoll o protectiye �Ip�op llner ln thnt portlon of th�e clwnnel. RemoVe sediment occumu/ated behind the dams as needed to preyent domoge to chnnne/ yegetotlon, o//oW th�e chonne/ to dro7n through th�e stone check dom, ond preyent large floWs from carrying sedlment over the dam. Add stones to doms as neede� to mointoin design height ond cross section. � �=1111�=jj�� r n�� v�trr 40' 4' � TREE PROTECTION AREA 4' � DO NOT ENTER 4' �yARNING SIGN DETAIL FLOW � v "' �� • z ��0� rOTI�Cn �z�=D =�zym 2�0� z,�� • �OH nDyD �� 0 z � m � �m �� H 7� _ O � n 7C D z N � �„� D ro � v c� '° 2 � mH � Z �� O � � � m D SEDIMENT CONTROL STONE STRUCTURAL STC PLAN 2' MIN /8' _ SIDE VIE�y STEEL POST - y�OVEN y�IRE FABR/C — OR,4NGE, UV RESlST,4NT, HIGH-TENSILE STRENGTH, POLY BARRICADE FABRIC ITYPICAU — y�ARNING 5/G/y OTES W�N�NG SIGNS TO BE MADE OF DURABLE.►HEATHERPROOF �ATERIAL.. LETTERS TO BE 3' HIGH M�N�MUM.CLEARLY LEGIBLE AND SPACED AS DETAILED. 5/G/y5 SHALL BE PLACED AT 50' MAXIMUM �NTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTlO/y A/�D 50'Oly �EIyTER THEREAFTER. FOR TREE PROTECTION �EAS LESS THA�/ 200'l/y PERI�ETER,PROVIDE Iy0 LESS TH,4N ONE SIGN PER PROTECTIOA/ AREA ATTACH SIGNS SECURELY TO FENCE POSTS A/yD FABRIC. �AINTAIIy TREE PROTECTION FEIyCE THROU6HOUT �URATION OF PROJECT. AD�ITIOIyAL 5/6NS MAY BE REQUIRED BY TOy�/y OF FUQUAY-VARINA OR /yCDEIyR, BASED ON AC'TUAL FIELD CONDITIONS. S/GNS SHALL BE �NCIDE/yTAL TO THE FENCE. MA�NTENANCE. lnspect tree protection fences at least once o Week and ofter each rainfoll. �ake ony required repoirs immediately. Should th�e fobric of o tree protection fence co/%pse, teor, decompose or become ineffectiye. �eploce it p�omptly. T REE PROT ECT lON DET AlL A J NOTE USE CLASS 'B' EROSION CONTROL STONE FOR STRUCTURAL STONE. USE N0. 5 OR N0. 57 STONE FOR SEDIMENT CONTROL STONE. 2/3 CHANNEL �d" WIDTH 2 MIN ,�ry � o0 0 0 0 12�� o� o � o � o �a * °� °� °� �� T o �o �o �o �o �`�a> o� o� � D o o° o° o o° o° ��o�e 0 0 0 0 000 000 000 SECTION A-A SECTION B-B *T = 12" MIN., 18" MAX. MaNrENaVcE lnspect silt ch�ecks and clbnnels for domoge after eoch runoff eyent. Anticipote submergence ond deposition oboVe th�e silt ch�eck ond erosion from high floyys oround the edges of th�e cl�eck. Co��ect oll domoge lmmedlotely. lf s7gnlflcont e�osion occu�s, Instoll o protective �iprop llne� in thnt po�tlon of the chnnnel. RemoVe sediment occumuloted behind th� ch�ecks as needed to preyent damoge to chonnel Vegetation. alloW tlae clx�nnel to droin through the silt check.ond preyent lorge floWs from carrying sediment oyer tlae check. Add stones to checks as needed to mo/ntoin design iaelght ond cross sect/on. z o� �a Q ��U LLJ��--�Z oo�= � � waz�= Q U � O � H H 2 Z w cAH�O� O�Cna Z ,�� o w 0 a W a o � � Y � W a = � v o � o J � N o N z a � �� O _ � � `� aZ W � O a W H l0' O.C. �AXItiIU� VAR�ABLE AS DIRECTED BY THE ENGI/yEER DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � J � Q W a � W � 4 0 N N N O � � � N c O � C O � � o � � � � � �. a � � 0 � � ; 0 N � N O 0 3 0 � � Q � � � rn 0 N \ \ M T EMPORARY GRAVEL CONST RUCT lON ENT RANCE/EXIT (60060/� 50' MIN. (SUFFICIENT TO KEEP SEDIMENT ON SITE) EXISTING 20' OR WIDTH ROADWAY OF PROPOSED STREET, WHICHEVER IS GREATER 2"-3" STONE TO BE USED (SURGE STONE OR RAILROAD BALLAST) PLAN VIEW EXISTING ROADWAY NorEs: PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE lS USED. / 12"MIN. � � � ��V��V��A � W/ = 3 NEW CONSTRUCTION 15' MIN.� L � 6" MIN. ROCK BERM 35' MIN. ABRIC UNDER STONE CROSS SECTION A , , �.,, , Filter � ��, ,� CONST RUCT lON SPECIFICAT IONS l. Clear tl� entrance and exit area of all vegetation, roots. and other ob�ectlonab/e materlo/ ond proper/y grade it. 2. Place the stone to the speclfic grade and dimensions shoWn on the plans, and smooth It. 3. Provide drainage to carry Water to a sediment trap or other suitoble outlet. 4. Use geotextile fobrics becouse tl�y improve stobility of the foundatlon In locatlons subJect to seepage or hlgh Woter table. 5. Use 2-3" coorse oggregote bose course or larger. 6. Payment sl�ll be made at the cont�act unit price per ton „lncldental Stone Bose." M�NrENANcE Malntoin the stone pod In o conditlon to prevent mud or sediment from leaving tl� construction site. This moy require periodic topdressing With 2-inch stone. After eoch �oinfoll, inspect ony structure used to trop sediment ond cleon it out os necessary. lmmediotely remove oll ob jectlonable materiols spilled, Washed, or tracked onto public roadWays. lnstallation: Avoid curves in public roads and steep slopes. Remove all vegetation ond other obJectionoble moteriol from the foundotion oreo. Grode ond croWn foundotion for positive drainoge. lf the slope toWard the road exceeds 2%, construct o ridge, 6 to 8 inch�es high With 3:l side slopes, ocross th�e foundation approxlmately l5 feet from the entrance to divert runoff oWoy from the public rood. OUT LET ST ABILIZAT lON ST RUCT URE DET AlL W/ = 3, A A W2 = Do +La Do r PI pe Outlet T o Flat A�ea W i th No Def I ned Channel � Sectlon A-A 0 T H= Rip Rap to Top of Pipe (Max. H= D+ T) T= l.SXDmax , Unless Otherwlse ShoWn On Plons CONSTRUCTION SPECIFICATIONS l. Ensure that the subgrade for the f7/ter and riprop folloWs the required lines and grades shoWn in the plan. Compact any fill required In tl� subgrade to the density of the surrounding undisturbed material. LoW areas in the subgrade on undisturbed soil may olso be fi//ed by increasing the riprap thickness. 2. The rlprap and gravel filter must conform to the specifled groding limlts shoWn on the plans. 3. Filter cloth, Wl�n used, must meet design requirements and be properly protected from punching or teoring during instollotion. Repoir ony domoge by removing the rlprop ond placing onother piece of fIlter cloth over the damaged area. All connecfiin� foints should overlop a minimum of l foot. lf damage is extenslve, replace the entire filter cloth. 4. Rlprap may be ploced by equipment, but take care to avold damaging the fIlter. 5. The minimum thickness of the riprap should be l.5 times the maximum stone diometer. DETAI� B Lo 0 0 � 0 000000� o � o°�°�� 0°�000 000 oD000 oD000 oD000 ° o°�° °�° o°�° °0° o°�° °�° o°o° ° A �OoOo 000000 000000 000000 000 O°�o °a0°�o °00°�0 °00°�0 °00 �o 0000 0000 0000 0000 �� °o� °o�o� °o� °o�o� °o� °o�o� °o� °o�o� 0 o�O�o o�oO�o o�oO�o o�ODo 0 �O000 000000 0000�0 0000�0 000 W 2= Do + 0.4�0 O°0o °00°�0 °00°�0 °00°�0 °00 �o 0000 0000 0000 0000 0 00000�00�00�00�00�000 ��o o��Do 0 O O�O � SLOPE l%2:l OR FLATTER TailWater � 0.5 Do P1 pe Outlet to W ell -Def ined Channel FIlter Fabric 6. Riprop may be field stone or rough quorry stone. lt should be l�rd, angular, hlghly Weather -reslstant and Well graded. 7. Construct the opron on zero grade Wlth no overfoll ot the end. Make tl� top of the riprop at the downstreom end Ievel With the receiving orea or slightly beloW it. 8. Ensure thot the opron Is properly oligned With th�e receiving streom ond preferobly straight throughout its length. lf a curve is needed to fit site conditions, place it in the upper section of the opron. 9. lmmediately after construction,stabilize all distu�bed areas With vegetation. MA�NTENANcE lnspect riprap outlet structures after heavy rains to see if any erosion around or beloW the riprap has taken ploce or if stones hove been dislodged. lmmediately moke all needed repairs to prevent further damage. �� CWD �� CWD �� CWD �� CWD —►— CNot to STABILIZE EXCAVATED MATERIAL SOIL STABILIZATION GEOTEXTILE OFFSITE CLEAN WATER � � . '� 1' MIN . I Zi�! 1' MIN . DETAI� A Secti on A -A Lo Scale� ..: .;. .,... . :' �:' �.' -..; . . .,, -. , :,..:,_.:,_.:,. :,_ :,. �: -: �: �: �. �. -►':. .,_ . ..,_ _,.�..,_ .,. .,.._.,. :,. .,.. . . ., . . �..:�.• -.• -.� -.. �.' .. � -.' -._: =, ,.._;. _:,_ :; ,. _,, _.;. _;. _,; CONSTRUCTION SPECIFICATIONS l. Remove and properly dlspose of oll trees, b�ush, stumps, ond otl�r obJectlonoble materiol. 2. Ensure that the minimum constructed cross section meets oll design requirements. 3. Ensure thot the top of the dike is not loWer at any point thon the design elevation plus the speclfied settlement. 4. Provide sufficient room oround diversions to permlt mochine regroding ond cleonout. 5. Vegetate the ridge immediately after construction and ensure stabilization is ochieved Wlthln 7 days. 6. Use temporary li ner Where noted on plons. Ma�NrENaNcE lnspect clean Woter diversions once a Week ond ofter every rainfoll. lmmediotely remove sedlment from tl� floW area and repair the diverslon ridge. Carefully check outlets and make tlmely repairs as needed. When the a�ea protected Is pe�manently stabilized, remove the ridge ond the chonnel to blend With the naturol ground level and oppropriotely stobllize it. DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- O, � J Q W Q � W � 4 , 0 � � N O � � � � c 0 � 'c 0 � 0 c N c� � �. Q 0 � � , , N � O 0 O � I Q � � � rn 0 N � � � RIPRAP CHANNE�S �603/� PARABOLIC-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY BULLDOZER) CONST RUCT lON SPECIFICAT IONS W 2� W =��,-,_ - - � 1-1 I I-1 I_ p _ I I I—I I I- i�'—' '� i ��, I I l i I I I I- _ � I I I- �'' I, � il I I—� � Oa �� -� i I—I I I, STONE SIZE PER DESIGN -I I I _ O� I-1 I I � � I I 1= � �—�I � �,-�I��—�II - �� I 6 - GEOTEXTILE OR GRAVEL BEDDING W - I I I I I—I � � � � � � �-I I I I I I—I I I �I �� III III��III ��- D _-�II III��,III III �� _I I I, � il I II I�0 � -� � �� I I �—'' I STONE SIZE PER DESIGN '' �-1 I- 0; � � � I I 1—� —I�� ` - �� '� —I I I- � GEOTEXTILE OR 6' -I I � GRAVEL BEDDING V-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY MOTOR GRADER) la Clear the foundatlon area of trees, stumps, roots, loose rock, and othe� ob�ectlonable materiale 2e Excavote the cross section to the lines and grodes of the foundation of the liner os shoWn on the planse Bring over-excovated areas to grode by Increasing the thickness of the llner or by bockfilling wlth molst soil compacted to the density of the surrounding materlale 3e Rock rlprap llningse Practice 6d/59 Rlprapo 4e Place fIlters9 beddings9 and foundation drains to llne and grade In the manner specifiede Place filter and bedding materials i mmedi ately af ter slope preporati one For syntheti c f i lter f abri cs, overlop the downstream edge by at least l2 i nches wi th the upstream edge whlch is buried a minimum l2 lnches In a trench. See figure 6e14o, page 6.14.6. Space anchor pins every 3 feet along the overlapa Spread granular materials In a uniform layere When more than one qradatlon is required, spread the layers so there is minimal mixinge Filter materlal should consist of at least 3 Inches of material on all sides of the drain plpee The drain pipe condult should be a minlmum of 4 lnches 1n diametere Acceptable materials Include perforated9 contlnuous, closed -�o1nt condults of clay9 concrete9 metal9 plastic9 or other sultable materlal (Practice 6.8/9 Subsurface Draln)e �GEOTEXTILE OR GRAVEL BEDDING TRAPEZOIDAL TABLE STONE CLASSIFICATION RIP RAP DEPTH A 9" B 18" CLASS 1 24" CLASS 2 24"-36" NorE: I.TO BE USED WHERE EXCESSIVE STORMy�ATER VELOCITIES PROHIBIT VEGETATIVE LlNINGS. 2. SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE DESIGN PROCEDURE. 3. DIMENSIONS FOR D& W VARIES ACCORDIIyG TO DESIGN. 4. RlP RAP DEPTH AS PER DESIGN OR REFER TO TABLE. 5e Perform oll chonnel construction to keep erosion ond woter pollutlon to o minimum. lmmediately upon completlon of the chonnel, vegetate oll distu�bed o�eos o� otherwlse protect them ogoinst soil erosione Where chonnel constructlon wIll toke longe� than 30 doys9 stabillze chonnels by �eachese MAINT ENANCE lnspect channels at regular i ntervals as well as af ter ma� or rai ns9 and make repairs promptlye Gi ve specl al attenti on to the outlet and inlet sectlons and other points where concentrated flow enterse Corefully check stability ot road crossings, and look f or 1 ndi cati ons of pipi ng, scour holes, or bank f ai lurese Make repoi rs immedi otely. Mai ntai n all vegetatl on ad � acent to the channel 1 n a healthy, vi gorous condi ti on to protect the area f rom erosi on and scour duri ng out -of -bank f loW� T EMPORARY ST REAM CROSSING (6070� COARSE AGGREGATE 6" DEEP 2" DIAMETER OF PIPE OR 12" WHICHEVER IS GREATER FILTER FABRI ELEVATION � ��7PPU3��'EB CAPACITY OF PIPE CULVERTS= BANK FULL FLOW COARSE AGGREGATE �- 25' MIN. TOP OF BANK PLAN EARTH FILL COVERED BY LARGE ANGULAR ROCK EARTH FILL COVERED BY LARGE ANGULAR ROCK 25' MIN. - TOP OF BANK CONST RUCT lON SPECIFICAT IONS TYPICAL RIP RAP CHANNEL � =11111 �_—w�, � I-I I IIIII I�� -IIIIII�, I I—I I I—I'�—I I 1-1 I 1-11 I—I I I—I I I- �' �a�� S�'AGII�C �� XEST�hi� S�'fAC.� �XRsifNG S�S��R�� LT�RIVATE TE�IP�R�RY S�'R�AE� CR�SSfh�� R�C3GE��T� 2�OT Tf3 SCaLE la Keep clearing and excavation of the stream banks and bed and approach sections to o minimume 2e Divert all surface water from the construction slte onto undlsturbed areas ad�oining the streame 3a Keep stream crossing at rlght angles to the stream flowe 4e Al1gn rood approaches wlth the center llne of the crosslnq for o minlmum dlstance of 30 feet. Ralse brldge abutments and culvert f1/ls a minlmum of l foot above the ad�olning approach sectlons to prevent eroslon from surface runoff and to allow flood flows to pass around the structuree 5o Stabi lize all di sturbed areas sub� ect to f lowi ng water, i ncludi ng planned overf loW areas9 wi th rI prap or other sui table means i f desl gn veloci ty exceeds the allowable f or the i n-place soI lo 6e Ensure that bypass channels necessary to dewater the crossing site are stable before diverting the streome Upon completlon of the crossi ng, f I ll, compact, and stobi li ze the bypass channel approprl atelya 7e Remove temporory streom crossings lmmedlotely when they ore no longer needede Restore the streom chonnel to its orlginol cross-sectlon, ond smooth ond opproprlotely stobillze all disturbed arease 8e Any In-streom control measures must be �emoved upon stobillzotlon of the o�eae MAINT ENANCE lnspect temporary stream crossings after runoff -producing rains to check for blockage In channel, eroslon of abutments, channel scour, riprap olsplacement, or pipinge N1ake all repalrs immediately to prevent further damage to the instollatione t't{i1t'CJa�ii `I.C� Y'flli�is E� [iv�c��nT 3-�t� Y�I1I�THS FU� STR�AG1 CROSSING t�1�1TFR f�l\1FR�Ii?t�} ---.� t/4 SUP�U�2TED 6 O PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 020�9 � ,R. '��'� CQRp�,. ��°��SSr� �'� �o� oFE o�� ti �� SEA� � e � 37827 � ' � F �,Q�o°� y��Nci ty�oo Q ��?�. T N0�` �: H Z O h � � � C W 0 a 4i � � �� L� __ a at ` �� \ � � � � � � G � L � �s z W l�7 � M � � �o � W c � a J 0 oc Z�n �= � OW _o 0 W KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS ERO-9 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- O� J Q W a � W � 4 N N O � � � N c O � O � � N a� � 8. Q 0 � � N � N O 0 O � I Q � � Y � O N � � M i ONSITE CONCRETE WASHOUT STRUCTU RE WITH LI N ER 10'-0" M I N . A O � � O SANDBAGS (TYP.) OR STAPLES Z O O 10 MIL � 1:1 PLASTIC SANDBAGS (TYP.) o O SIDE SLOPE LINING OR STAPLES � � o (TYP.) � O O c� 0 � � 0 = /i. i. i. i. � O Z X� �� i. i. . � � M � �LS � ``��/ AN /.. . .., . .. ../.,i. CLEARLY MARKED SIGNAGE SECTION A-A CONCRETE NOTING DEVICE (18"X24" MIN.) WASHOUT NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE HIGH 10'-0" MIN. SANDBAGS (TYP.) COHESIVE & B OR STAPLES LOW FILTRATION SOIL BERM 10 MIL HIGH O O O O O COHESIVE & PLASTIC LINING LOW FILTRATION 1:1 SIDE SLOPE SOIL BERM z O O _ (TYP.) � 0 O O � �\��\� - \��\��\ O M N \��\��\� \� �, Z x � \ \��\��\ \� i // //�//�/ //� -`\//�\ \/�\/�\ \ � O _ �,��\�� /��/� �/��/� M � � � �/��% \\/�\��\ ��% . O /i. /�/�i/ / ♦/// / / / � .� .� .� /\/�\/\/�\.�\.�\.�\. .�\.�\.�\/\/\/\.;�.�\.�\.�\.�\.�\.�\.�\.�\.�\.��.�\.��.�\.� ' � n �� s° SECTION B-B 2-� C B SANDBAGS TYP.) NOTES: OR STAPLE 1. ACTUAL LOCATION DETERMINED IN FIELD CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES CONCRETE NOTING DEVICE (18"X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID WASHOUT AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PRELIMINARY DESIGN NOT FOR CONSTRUCTION �'o 'Gs,,� G�, 0 �s, �F � �� '��/ c'F 2" TO 3" � COARSE AGGREGATE (6" MIN DEPTH) RAILING (s" M�N) MAT OVERLAP PER — MANUFACTURE SPECIFICATION �Y•m�r:a.im�i MUD MAT DETAIL NoTEs: 1. MUD MAT(S) SHOULD BE LOCATED TO PROV�DE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 2. MUST BE MAINTAINED IN A CONDITION WHICH 1�IILL PREVENT TRACKING OR DIRECT FLOHI OF MUD INTO �yETLAND. 3. MUD MAT(S) SHALL BE UTILIZED IN NIETLAND AREAS TO LIMIT IMPACTS FOR BRIDGE AND BOARDWALK CONSTRUCTION. FREQUENT CHECKS OF THE DEV�CE AND TIMELY MAINTENANCE MUST BE PROV�DED BY THE CONTRACTOR, 4. NUMBER AND LOCATION OF MUD MATS TO MINIMIZE IMPACTS OR DETERMINED BY THE ENGINEER. 5. CONTRACTOR MAY SUBMIT ALTERNATE MUD MAT FOR APPROVAL. 6. CONSTRUCTION ENTRANCE APPROACHES TO MUD MAT SHALL BE INCIDENTAL TO THE MUD MAT PAY ITEM. �'o �s�,-Q �� To �s � �F � �� q� �F !: �•��',� i �:,:�� ' �.:+•, � ...� .� . '�:�;��~,'i •• • �.i• �' 1�i' ' �, • � • ,�.�, 11�:�. 1�, � � • . • � . • � . TEMPORARY LINERS (RECP'S) C�re.�lap �a' n�irti �rerart c�rar�nel �" t�c�:�w �king efurir� s�e�lb�ed p�ep�v�t�or. �F� Fp��ti MuD MAT �F��'`��,o � c�o�T�sy��c'T 0 RAILING ��'� �LF �6„ MIN�� Gs� ��F — ExcaMnte �h,or�r�e� t� de.sign grade arrj ��-a�s�-�e�tian �F�ircl�lap �pli��.d �nd� �r be�in r�ew rflll in an in��r�tit#�t che�ek sN�rF Tiypicat intsFaflaFi� with �si�r� aanrtral �� t�� reerif�nc�n�ex�t mcrks E � �,�� ,._..:.�.. ��e: �.: ::.��:':�:::�.��..: �Lar�itUdin�,l artichor tr�xtich �Fr�ep�r� soil ar�d a�F}� s�d be.f�r.e `�' irrsta4lang bhurik�.ts. mats �r �tF�r` ° �� i�� -r� °: <:� ,_� � � �� °�` �5 ;�� n� �� :, � � +��'s`�?.��,s��'?`'��• .*.., � � � � ��----- x �;� _ .e;� .. �r: �, c r a,� ' ��c ti° , ��{ s . .. L �� y � � �.,.,: L , � , , x . �� : L�iyn v�lvcities �xr�ee�J�ng � ffilsa� r��r�e. ��en�par�nr� bhnnk�ts. mat� ar similar lir�e�-s �� }�te�t s�e.d arFd s�il urrkil �reg�tuti+on �arees establi�h��d. �. �3-tine.+� cl�vu�l3 witk� desigfl +,�.I�citi� e.xce�iat� �#t�s�c shcs��l include. tUrf r��in#arce�n€a�t .. rt�ats Tat�l� �.7 Tt� P��emis�a6le S�e�r Sfir�ss, rP� �of Vsrir��us RE��'� ��:. � ��t c�.�egory �'r�,�# r}rp� sdbde �h�r�r ��tres� �Jp �a� ]dP �� E�egra��ble RE�P's (iJn��etat�) Nets and �+lulch �D_'! -{�.� �:1 �air Mesh �0_� - 3.� 3.'I Blanket- Singfe N�et 7_�5 - �.{} �:'f Blanket - �aub6e hlet 7 _65 - 3..{� 'I �'( N�fldegr�ble RECP'� Urnreget�t;�d �R.�VI** 2 -� 'E:� P�Fy �J�et.�t� IIRM � - � �i:� ��ulfy �leget�t�ed � - �{l �7:� '�t,�ep�r slape limi�s may� �ppFy. �or iu�ther in#c�rr,ation, �rrta�# #he r�nanufa�ttrrer. .. *' Turf R�inir�rcemerrt M� CO/ySTRU�TlO/y SPECIFICATIONS coNsrRu�r�oN G�ode the su�foce of lnstollotion o�eos so thot th�e g�ound is smooth ond loose. {�h�en seeding prlo� to instol%tlon. folloW th�e steps for seed bed preporotion. soil omendments, ond seeding All gullies, rills, and any other disturbed oreos must be fine groded prlor to lnstol%tlon. Spreod seed before RECP installotion. flmportant: RemoVe all lorge rocks, dirt c%ds. stumps. roots. grass clumps. trosh. ond other obstructions from th�e soil surface to olloW for direct contoct betryeen the soil surfoce ond th� RECP.1 Terminal anch�or trenches ore required ot RECP ends ond intermittent trench�es must be constructed ocross clbnnels ot 25-foot Inte�Vols.Te�minol onch�or trench�es should be o minlmum of l2 lnch�es In depth ond 6 inc/aes in yyidth, yyhi/e lntermittent trenches need be on/y 6 inches deep and 6 inc/aes Wlde. lnstallation for Slopes - Ploce the RECP 2-3 feet oyer th�e top of th�e slope ond into on excayated end trench meosuring opp�oxTmotely l2 Inches deep by 6 Inches W�de. Pln th�e RECP ot l foot lnte�yols olong th�e bottom of th�e trench, bockflll, ond compoct. Un�oll th�e RECP doyyn fo� olongJ tlae slope molntolnlng dl�ect contoct betyyeen tlae soil and the RECP.Oyerlop ad jocent rolls o minimum of 3 inciaes. Pin tlae RECP to tlae g�ound using stoples or pins in o 3 foot cente�-to-center pottem.Less frequent stopling/pimiing is occeptoble on moderate slopes. lnstollotion in Chnnne/s - Excovate terminol t�ench�es fl2 inch�es deep ond 6 inches W�del oc�oss tiae chonnel at the upper ond loryer end of th�e lined cl�anne/ sections. At 25-foot interyols along tl�e chnnnel,onchor the RECP ocross the chnnnel either in 6 inch by 6 inch trenches or by instolling tWo closely spoced rorys of anchors. Excovate longitudinal treRches 6 inches deep ond Wide along chnnnel edges faboVe Water lineJ in yyhlch to bury th�e outslde RECP edges. Ploce th�e flrst RECP ot th�e doWnst�eom end of the chnnnel. Ploce tlae end of the flrst RECP in the t�eminal trench ond pIn lt ot l foot Interyols along the bottom of the trench. Once pinned ond bockfllled, tiae RECP Is deployed by W�opping oye� th�e top of th�e t�ench ond un�olling upst�eom. /f the claanne/ /s Wlde� t/aon t/ae p�oy/ded �o//s.ploce ends of adjacent ro//s In the term/Ro/ trenc/� oye�lopping th�e od jocent rolls o minimum of 3 inclaes. Pln ot l foot Inte�yols. bockflll, ond compoct. Un�oll tiae RECP in tiae upstreom direction until reoching tlae first intermlttent trencl� Fold the RECP bock oye� iteself. positioning the roll on the doWnstream side fo the trencl� and allo�ying th� mat to conform to the trenci� Th�en pin th�e RECP ltwo loyersl to the bottom of the trench,bock?ll.ond compoct. Continue up the channel fWropping oyer the top of the intermittent trenchJ repeoting this step ot other intermittent trenches, until reoching th�e uppe� te�minal t�ench. At tl�e uppe� te�minol trench. allo�y the RECP to confo�m to th�e t�ench, secure Wlth pins o� stoples, bock?Il, compoct ond th�en bring the mot bock oye� the top of the t�ench ond onto t exlsting mat f2 to 3 feet oye�lop ln tlae doWnstreom dl�ectlonJ, ond pin ot l f�ot inte�yols ocross tlae RECP. y�hen sto�ting Instol%tlon of o neW �oll,begln In o t�ench o� shingle-lop ends of rolls o min7mum of l foot yyith upstreom RECP on top to p�eVent uplifting. Ploce the outside edges of tiae RECPfsJ in longltudlnol trenches. pin, bock?Il. ond compoct. �AINTENANCE l. lnspect Rolled Erosion Control Products ot leost Weekly and ofter each signi?cant fl/2 inch or greoterl �oln foll eyent �epol� Immedlotely. 2 Good contoct yylth the ground must be molntolned,ond e�oslon must not occur beneoth tl�e RECP. 3. Any oreos of th�e RECP thnt ore domoged o� not In c/ase contoct Wlth the g�ound sholl be �epol�ed ond stopled. 4. lf erosion occu�s due to poorly controlled d�oinoge, the problem sholl be ?xed ond th�e eroded o�eo protected. 5. �lonitor ond repoir the RECP as necessory until ground coVer is estoblish�ed. PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 c�2oi9 �� CQRp �,. ��pQ��o °°SS�°°o�!� ��FE O,�q e = SEAL =F,�ao 37827 � =� °°FNci ty��,?o�� , QcuS � d b � �?�. � �T NQ 1,�: � z 0 = W � � C W � a 4i � � / a \ L� __ a at � o \ / � � � I G � L � � Z W O (,�',� �n � � O � W c � a J 0 � Z �n v � � OW _e O W KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS ERO-10 Ir7t�.srr�r�e.r.- �h�.c:k �I�t °t�rrgrtuwdrnal �nchc.�^ ti�exrc:h DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � J � � � 4 O N N N O � � � N c O � C O � � O C N L � I � � Q I � O � I O N � N O 0 3 0 � I Q � / � � � N � � M LLOz MIDDLEBY MARSHALL.INC. II -BL- 4 S 04°� 97 84. . S ��2,� �' ' - M�CHAEL T. RODGERS AND �I�FE. SARAH B.RODGERS N � Q' � o(l CD � � � � Z m O O -� O N + � �� Q � �� J I� Q ? � J U W � � Q �-' � ab'N DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � J � � � 4 O N N N O � � � N c 0 � 'c 0 � � 0 c � � c� � � S. a � � 0 � i � 0 N � N O 0 3 0 � i Q � i Y � O N \ \ M —�e 2� �� 'P� G� � e �P `�� FRED L. STEPHENS ET. AL. DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- c � M � � � 4 N N O � � � N c � � 0 � � � C N L � Q Q I � O � I � � O N � N O i 3 0 � i Q � � � rn 0 N \ � M x� � � � BZ 2 -BZ2 BZ2 L. STEPHE�S ET. AL. BZ 1— Dq9845 PGI 55 ►�6�970 PG �7 gZ � �y00DS � BZ � N �'r6 Tf 1a � 1s --�� Te /.�e —Ta� ��re— _�e ---- TB e TB i6 TB T TB - TB �- TOP=336.47 INV I 327.19 �NV ou =327.02 Q o� O N '� J N � � ~ �� W I � J I Z Q � J Z � J � Z � v� � � � x � 75.�� TOP=336.30 I�V I (18")=3326.55 ' I � I (8")=327.55 �NV UT=326.28 � IS" ' ' z .� �_ � o C3� � �� It � � � �� I � � 1 1 1� � �oG ��1 � � N � � w 3�,� —TB iB— / I. . . . . . — . � . TB—TB—TB TB—TB TB �NAMED iEK _ ` ��.. 3 -BL- 23 -BL- 22 FRED L. STEPHENS ET. AL. Q�i9845 PG1355 M6�970 PG2�7 , �y00DS / � •� � � 1 �. .a 1 T � R� = 1 1 Z '� n � 1 � �� w � 1 1 � —�-1 � 1 1 1 1 1 ` 1 i � 1 1 1 1 � � � 1 ' � � � � � 1 ,1. � . ` �� r r 0 �N DEERE & COI�PANY �4947 PG 62 B1996 PG998 B2000 PG195 �3 \ \ 3�L 1 \ DEERE & COMPANY �NC SyyALE SS \ 14947 PG362 � B1996 PG998 \ B2000 PG�95 ELEPHON .' ' � � \ \ o. MaR . B �� Ex�sr � � - L- 2 N� 30� �8 SfWFR EqS �° BI � \ g0i �M£�T TOP=332.66 �-.. �/�v. \ I 1 ` TB \� iB �� .. �� . .� � s --.�f TB - Tg cAs ' TEST TATION � MARKER T AlN EXIST lNG PO►NER POLE AND GAS TEST STATION T0� B �3�6 F(�0 S 6S' . . M/gg� pG3 4� y ��Rl �02SS �6„ £ �� Ha .��, S 6� ,SS'p6 p � 8,g�, E � � � .. .. . \ L_� � F a � �I�� !11 � . ;7��,� �� . � � � �� i - -.— �� 1 , � , . � � 1 1 I � ' � � 1 '� � 1' ■ 1 � � 1 � � � � u N g5,�� 53 E 442•6a — ��i= �ooDs TO�N OF FUOUAY yAR�NA D�15844 PG2186 BM2014 PG1219 -o 1 i �N �RE TOP-337.23 � g�A�K �NVV OUT338 088 ; �� - BZ � 3 8" PVC R� � —ss — ss - BZ 2 3 BZ 2 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 � a � 0 � 0 N N c9 N O U 7 L � N C 0 U T 0 � a � � � GENERA� NOTES SPECIFICATION 10 CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATIONS FOR PEDESTRIAN BRIDGES9NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BICYCLE FACILITIES PLANNING AND DESIGN GUIDELINES,NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STRUCTURES DESIGN MANUAL9NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES9AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,AND THE INCORPORATED PROJECT SPECIAL PROVISIONSo 2o FOR TIMBER BOARDWALK9SEE SPECIAL PROVISIONSo MATERIAL AND �IORKMANSHIP 10 PROVIDE ALL MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,2018 EDITION9UNLESS OTHERWISE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONSo DESIGN DATA 10 UNIFORM PEDESTRIAN LIVE LOAD_______________90 PSF 2o VEHICULAR LIVE LOAD__________________________AASHTO H-5 3o WIND LOAD_____________________________________PER AASHTO 4o WATER LOAD____________________________________PER AASHTO 5o SEISMIC LOAD__________________________________PER AASHTO 6e TEMPERATURE LOAD PER AASHTO FOUNDATIONS 10 FOR FOUNDATION RECOMMENDATIONS AND DESIGN INFORMATION9REFER TO THE FALCON ENGINEERING GEOTECHNICAL REPORT DATED SEPTEMBER 23,20150 2o FOUNDATION RECOMMENDATIONS ARE BASED ON THE MAXIMUM FACTORED AXIAL PILE �OADS LISTED BE�OWe IF FINAL DESIGN LOADS EXCEED THESE LOADS,REVISED FOUNDATION RECOMMENDATIONS SHALL BE PROVIDED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEERo 30 � FOR PILES9SEE SECTION 450 OF THE STANDARD SPECIFICATIONSo PILES AT BENTS 1 THROUGH 3 ARE DESIGNED FOR A FACTORED RESISTANCE OF 8 TONS PER PILEe � ,: . 70 . .. � DRIVE PI�ES AT BENTS 1 THROUGH 3 TO A REQUIRED DRIVING RESISTANCE OF 16 TONS PER PILEo INSTALL PILES AT BENTS 1 THROUGH 3 TO A TIP ELEVATION NO HIGHER THAN 329 FEETo PILES AT END BENTS 1 AND 2 AND BENTS 4 THROUGH 35 ARE DESIGNED FOR A FACTORED RESISTANCE OF 5 TONS PER PILEo DRIVE PILES AT END BENTS 1 AND 2 AND BENTS 4 THROUGH 35 TO A REQUIRED DRIVING RESISTANCE OF 10 TONS PER PILEo � � � L C' � 0 � � 0 � a N N � N O � U Z / N Q 0 � m / � � L 7 + U � L � � � � 0 � Y INSTALL PILES AT END BENTS 1 AND 2 AND BENTS 4 THROUGH 35 TO A TIP ELEVATION NO HIGHER THAN 332 FEETe 10o THE SCOUR CRITICAL ELEVATION FOR BENTS 1 THROUGH 3 IS 337 FEETo SCOUR CRITICAL E�EVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTUREo 11e THE SCOUR CRITICA� ELEVATION FOR END BENTS 1 AND 2 AND BENTS 4 THROUGH 35 IS 338 FEETo SCOUR CRITICAL ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTUREa 12o IT HAS BEEN ESTIMATED THAT HAMMER WITH AN EQUIVALENT RATED ENERGY IN THE RANGE OF 8,000 TO 12,000 FTo—LBS PER BLOW WILL BE REQUIRED TO DRIVE PILESo THIS ESTIMATED ENERGY RANGE DOES NOT RELEASE THE CONTRACTOR FROM PROVIDING DRIVING EQUIPMENT IN ACCORDANCE WITH SUBARTICLE 450-3 (D)(2)OF THE STANDARD SPECIFICATIONSo 13o TIMBER PILE DRIVING SHOES ARE REQUIRED FOR TIMBER PILESo 14o TIMBER PILES SHALL HAVE A MINIMUM TIP DIAMETER OF 8"0 °� DRAWN BYo Ja Jo DEBROW DATEo 3/19 � CHECKED BYo Jo Jo PICCIRILLI DATEo 3�19 � DESIGN ENGINEER OF RECORDo Je Co WILSON DATEe 3�19 TIMBER BOARD�ALK 10 TIMBER BOARDWALK SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER BASED UPON THE SPECIFIED DESIGN CRITERIAoTHE TIMBER BOARDWALK PLANS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINAoPLANS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEIN AND APPROVALoCONSTRUCTION OF THE TIMBER BOARDINALK SHALL NOT BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVEDo 2o SEE ROADWAY PLANS FOR SPAN ARRANGEMENTo APPROACH RAILINGS 10 APPROACH RAILINGS SHALL BE PROVIDED AT EACH CORNER OF THE BOARDINALK PER TIMBER BOARDWALK SPECIAL PROVISIONo STRUCTURAL TIMBER AND LUMBER 10 ALL PILING,STRUCTURAL FRAMING9DECKING,NAILERS,AND PEDESTRIAN RAIL COMPONENTS SHALL BE PRESSURE TREATED SOUTHERN PINE SURFACE DRY (S4S)WITH A MOISTURE CONTENT OF 19% OR LESS9MEETING THE REQUIREMENTS OF SECTION 1082 OF THE STANDARD SPECIFICATIONSa MINIMUM GRADE SHALL BE NOo 1 DENSE FOR LUMBER 2" AND 4" THICKo LUMBER 5" AND THICKER SHALL BE MINIMUM GRADE NOo1 DENSEo 2o TIMBER AND LUMBER SHALL BE TREATED WITH WATERBORNE PRESERVATIVES (CCA OR ACQ)IN ACCORDANCE WITH AINPA STANDARD U19COMMODITY SPECIFICATION A,TO THE REQUIREMENTS OF THE FOLLOWING USE CATEGORIESo Ao PILESo UC4C Bo BACKWALLS9 WINGWALLS9 CAP BEAMS AND STRINGERSo UC4B Co DECKING9PEDESTRIAN RAILING COMPONENTS,ALL OTHER LUMBERoUC3B 3o EACH DECKING MEMBER SHALL BE INSTALLED BARK SIDE UP TO PREVENT CUPPINGa 4o MAXIMUM SPACING OF DECKING MEMBERS SHALL BE �/8"0 5o ALL VERTICAL MEMBERS SHALL BE PLUMBo 6o ALL SAW CUTS,BOLT HOLES9AND OTHER HOLES SHALL BE TREATED INITH APPROPRIATE PRESERVATION SOLUTION PRIOR TO INSTALLING BOLTSe 7o UNLESS NOTED OTHERINISE9MECHANICAL WOOD CONNECTIONS SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS9WITH ALL FASTENER HOLES FULLY POPULATEDo 8o ALL CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONSo 9a ALL FASTENERS,CONNECTORS AND BOLTS SHALL BE HOT—DIP GALVANIZED AND CONFORM TO ASTM A3259WITH NUTS CONFORMING TO ASTM A563 AND WASHERS CONFORMING TO ASTM F436, UNLESS NOTED OTHERINISEo CONSTRUCTION 1a CONSTRUCTION OF THE BOARDWALK SHALL BE PERFORMED SO AS TO NOT ALLOW DEBRIS TO FALL INTO THE WATERo DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TOTAL BILL OF M ATERIALS TIMBER BOARD�IALK1 LUMP SUM TIMBER BOARDWA�K C� 12+50e00 —L1— LUMP SUM 1e �UMP SUM PAY ITEMS FOR TIMBER BOARDWA�K SHA�L INC�UDE ALL ENGINEERING,LABOR,MATERIALS,EQUIPMENT,DELIVERY AND OTHER INCIDENTALS NECESSARY FOR THE TIMBER BOARDWALK,APPROACH SLAB9 APPROACH RAILING9 ETCo ��,��,,,,, ,�`�� N•�A.Ro��''% ; �O,�oFEss�o;�;../�j, ; ; ;' Q 9� ';� ; = � SEAL : = _ � 040384 : z = ; t�`,� : r o ; ' T �'•:NG I NE�•' � � DocuSigneQh��/p^�� -`� \\�\� �� . c. �� ,,;;C i i i v��\ 3/12/2019 CDA045FAFCC9416... Kim e >>>H rn y o 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 NC LICENSE # Phone (919) 677-2000 F-0102 This document, toyether with the concepts and designs presenled herein, as an instrument of serv�ces, is intended only for the spec�fic purpose ond client for which it was prepared. Reuse of and mproper reliance of this document withoul written author�zation and odaption by Kimley—Horn and Associotes, Inc. sholl be without liobility to Kimley—Horn ond Assoc�oles, Inc. Copyright Kimley—Hom ond Associotes, Inc., 2019 PROJEC T No� U- 5 5 3 0 G A WAKE couNTY STATION� 12+50000 -�1- T O�N OF F UQUAY - �AR I NA PARK DEPOT GREENWAY GENERAL NOTES REVISIONS N0. BY: DATE: N0. BY: DATE: � � SHEET NOe S-1 TOTAL SHEETS 3 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 NoTEs APPROACH SLAB IS REQUIRED AT BOTH ENDS OF BOARDWALK AND SHALL BE 10'x10' AND CONSTRUCTED PER "SECTION A—A"o TIMBER BOARDWALK END BENT PLA PEDESZ RAIL ( N O N O N N c9 N O i U 7 L � N / C 0 U T 0 � a � � � � � L C' t 0 � � 0 � a N N � N O � U Z / N Q � L m i � � � L 7 + U � L � � � � 0 � Y CAP BEAM TIMBER BACKWAL TIMBER PIL� (TYPo) NOTEoWINGWALL NOT SHOWN FOR CLARITY T IMBER BOARDWA�K END BENT E�EVAT IO °� DRAWN BYo Ja Jo DEBROW DATEo 3/19 � CHECKED BYo Jo Jo PICCIRILLI DATEo 3�19 � DESIGN ENGINEER OF RECORDo Je Co WILSON DATEe 3�19 -DESTRIAN �IL (TYPo) ALVo LAG B AP BEAM 1 rYPo� TIMBER PILE (TYPe) � PROXo NATURA OUND LINE CROSS FRAML I.VIVIVLI. � �� WITH BLOCKING NOTEo IF H EQUALS OR EXCEEDS 5 FT,CROSS FRAME DETAI� SHALL BE USED AT BENTo CROSS FRAME DETAIL T I MBER BOARDWA�K BENT E�EVAT ION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DECKING .� ► STRINGER _ -1- _ (TYPo) .� 'PROXo NAT ;OUND LIN • CAP BEAM E ��BEGIN OR END � BOARDWALK � REINFo CONCo APPROACH � SLAB (SEE NOTES) I 6x6—W2o9xW2o9 WWF � AT MIDDEPTH I z I � � . x . x . o �° °� o �° n n(��l�n nC� � 6" COMPACTED ABC BASE '"' � -- COURSE � APPROXo NATURAL GROUND LINE \� H � � FILTER FABRIC � BACKWALL9 ATTACH TO PILES,CAP AND STRINGERS USING 70D NAILS TIMBER PILE SECT ION A-A FINISHED GRADE LEVEL .;� � _9 ATTACH TO P AND STRINGERS USING 70D NAILS SECTION B-B ��,,��,,,,, ,�`�� N•�A.Ro��''% ; �O,�oFEss�o;�;../�j, ; ; ;' Q 9� ';� ; = � SEAL : = _ � 040384 : z = ;�': .� o; DocuSignedyy ��••FNGINE�� ,,��1 '•....... �� ,,� DA045FAFCC9416.///��I11\��\\\\�/12/2019 Kim e >>>H rn y o 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 NC LICENSE # Phone (919) 677-2000 F-0102 This document, toyether with the concepts and designs presenled herein, as an instrument of serv�ces, is intended only for the spec�fic purpose ond client for which it was prepared. Reuse of and mproper reliance of this document withoul written author�zation and odaption by Kimley—Horn and Associotes, Inc. sholl be without liobility to Kimley—Horn ond Assoc�oles, Inc. Copyright Kimley—Hom ond Associotes, Inc., 2019 PROJECT No� U-5530GA WAKE couNTY STATION� 12+50000 -�1- T 0 IN N N0. BY: � OF F UQUAY - �AR I NA SUBSTRUCTURE BOARDWALK DETAILS REVISIONS DATE: N0. BY: DATE: SHEET NOe S-2 TOTAL SHEETS 3 I I I DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 Tnn n n Ti 2"CLe MAxo 5'-0" 1�/2" QS GALVo STEEL PIPE RAILING (TYPo) POST PEDESTRIAN RAI� DETAI� ��.� � CAP BEAM �� I m 0 � 0 N N c9 N O i U 7 L � N C 0 U T 0 � a � � � � � L C' t 0 � � 0 � a N N � N O � U Z � � Q � � m � � � L 7 + U � L � � � � 0 � Y °� DRAWN BYo Ja Jo DEBROW DATEo 3/19 � CHECKED BYo Jo Jo PICCIRILLI DATEo 3�19 � DESIGN ENGINEER OF RECORDo Je Co WILSON DATEe 3�19 —�1— � BOARDWALK DECK7 (TYPo) PEDLJ I I\1HIV I\HLL (TYPo) CAP BEAM (TYPo) T 0 FINISHED GRADE c� w 0 w 0 w � � � PEDESTR RAIL CA C� TIMBER BACKINALL �❑ CAP BEAM ��.� TYPICAL APPROACH RAIL ELEVATION SPANS < 10' � I I � � CAP BEAM I I I GALVo HEX THRU BOLTS INITH REGULAR INASHERS (TYPo) BLOCKING (TYPo) � � � BLOCK BETWEEN POST AND STRINGER (TYPo) STRINGER,LAPPED AT INTERIOR (TYPo) ARDWALK I i u�v�,r�iivv (TYPe) � 3 EQUAL SPACES FOR 15' SPANS ' �1 K FRA 10'-0" CLRo �� (I, R�l � D fl 1�1 A I I� THROUGH MIDSPA TYPICAL SECT IO DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TYPICAL APPROACH RAIL PLAI� PEDESTRIAN RAIL (TYPo) ��,��,,,,� ,�`�� N•�A.Ro��''% ; �O,�oFEss�o;�;../�j, ; ;'e 9� :,� ; � SEAL : - _ � 040384 : z = DocuSigned ��•.�F�yG I NE�•�� • �O�\ ��,,�. c.'.�ti,��•......��.,��i�zizo�9 CDA045FAFCC9416//��/��I11��\\\\ G PROJEC T No� U- 5 5 3 0 G A WAKE couNTY STATION� 12+50000 -�1- T O�N OF F UQUAY - �AR I NA SUPERSTRUCTURE BOARDWALK DETAILS Kim e >>>H rn y o 421 Fayetteville Street, Suite 600 Raleigh, NC 27601-1772 NC LICENSE # Phone (919) 677-2000 F-0102 No This document, toyether with the concepts and designs presenled herein, as an �nstrument of serv�ces, is intended only for the spec�fic purpose ond client for �'j which it was prepared. Reuse of and mproper reliance of this document withoul U written author�zation and odaption by Kimley—Horn and Associotes, Inc. sholl be without liobility to Kimley—Horn ond Assoc�oles, Inc. ^ Copyright Kimley—Hom ond Associotes, Inc., 2019 LS REVISIONS BY: DATE: N0. BY: DATE: SHEET NOe S-3 TOTAL SHEETS 3 VHLVo IIL/� UVL I �y1 I II OVERSIZED OGEE WASHERS (TYPo) SPLICE BLOCK �T FXTFRT(1R DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- O� � � � .� N N � .� � � 4 O N N N O � � � N c O � C O � � O C N L � I � � Q I � O � I O N � N O 0 3 0 � i Q � i Y � O N \ \ M DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- C � � � � � I N � .� � � 4 O N N N O � � � N c O � C O � � O C N L � I � � Q I � O � I O N � N O 0 3 0 � i Q � i Y � O N \ \ M DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � m � � i � Q � O � 0 � � U c� � 0 v � c 0 � � 0 c N L � , 4 i � 0 � i ; 0 N N � � 0 � � � / � rn � N � � � PROJ. REFERENCE NO. SHEET NO. P�NSPREPAREDBY: STATE OF NORTH CAROLINA U-5530GA X-2 Print Full Size Print Half Size Kimley>>>Horn DIVI SI ON O F HI GHWAYS . Kimley>>> Horn 421 FayettevilleStSuite600 Raleigh, N.C. 27601 CROSS-SEC TION S UMMA R Y 4z� FAYETTE��E ST� S��TE 6ao RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 02019 UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED EMBANKMENT EMBANKMENT EMBANKMENT EMBANKMENT ��`��",,,' EXCAVATION EXCAVATION EXCAVATION EXCAVATION ,��`�� o�QRO�j''%, STATION VOLUMES (CU. STATION VOLUMES (CU. STATION VOLUMES (CU. STATION VOLUMES (CU. � Oo�°°�FESS�p°°��!� � VOLUMES (CU. VOLUMES (CU. VOLUMES (CU. VOLUMES (CU. ; �� 'q�� ; YARDS) YARDS) YARDS) YARDS) o SEAL � YARDS) YARDS) YARDS) YARDS) - = - � 37827 � _ /� ��FNci ty��,?o��o� -L- 29+34.89 -Y2- -D1- oo��s'' d e� "° � ��Q `�� n,i,n, � � s � 019 SEAL 10+01.55 29+50 24.0 0.0 10+62 10+ 17.5 10+50 12 128 30+00 91.0 0.0 10+75 7.0 0.0 10+20 2.0 0.0 11 +00 0 261 30+07. 81 11. 0 0. 0 11 +00 24. 0 0. 0 10+30 4. 0 0. 0 11 +50 10 247 30+27. 81 8. 0 0. 0 11 +25 12. 0 0. 0 10+40 5. 0 1. 0 12+00 0 249 30+50 3.0 2.0 11 +50 2.0 0.0 10+50 8.0 0.0 12+50 0 312 30+92 13.0 4.0 11 +75 2.0 0.0 10+60 8.0 0.0 12+00 2.0 0.0 10+70 9.0 0.0 Su b Tota I 22.00 1197.0 Su b Tota I 150.00 6.0 12+25 0.0 0.0 10+80 11.0 2.0 12+50 0.0 0.0 10+90 11.0 2.0 16+ 14 12+75 0.0 0.0 10+92.68 3.0 0.0 16+50 0 73 13+00 0.0 0.0 17+00 0 66 13+05.5 0.0 0.0 Sub Total 61.00 5.0 17+50 2 15 18+00 14 1 TOTAL 49.0 0.0 11 +02.68 18+50 25 0 11 + 10 9. 0 1. 0 19+00 13 61 11 +20 22.0 1. 0 19+50 0 100 11 +30 27.0 2.0 20+00 13 40 11 +40 27.0 2. 0 20+50 23 0 11 +50 31.0 2.0 21 +00 22 1 11 +60 29.0 2. 0 �, 0 21 +50 29 1 11 +70. 26.0 2. 0 � 5 22+00 38 0 11 +80 27.0 3.0 � 22+50 39 0 11 +90 26.00 3.0 � 23+00 36 0 12+00 25.0 4.0 Q 0 23+50 43 0 12+ 10 24.0 4.0 0 24+00 44 0 12+20 24.0 5.0 Z 24+50 33 0 12+30 23.0 5.0 �� o Q 25+00 27 1 12+40 21.0 5.0 L� � 25+50 32 1 12+50 18.0 5.0 � ' L ¢ ` � 0 � � >' W 26+00 36 0 12+54.49 131.0 4.0 Q ` p� a � � � 26+50 24 1 a � o 27+00 9 8 Sub Total 490.00 50.0 � � � 0 27+50 3 55 a L 28+00 3 59 28+50 17 11 � 28+95.14 26 0 � z W l�7 � M � Su b Tota I 551.00 494.0 � o � W C U � o a a Approximate quantities only. Unclassified excavation, borrow excavation, fine grading, clearing and grubbing, and removal of existing pavementwill be paid for at the lump sum price for "Grading"/ z W 0 U � > Note: Embankment column does not include backfill for undercut. y g � � V = 4i � � � KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS � � . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � � Q � O N � N O � 0 � U N � I � O � c O � i � � � C� � � � a 0 � � 0 N � N O � 3 � 0 � � � � � a N \ � � 360 355 350 345 340 , 365 360 355 350 345 340 370 365 360 355 350 345 375 �� 365 360 355 350 �� 365 360 355 __ , 140 - i , 130 , 120 - 'I � RAIL RAIL I �N q�� L , 00 0,010�I --- --- — �� i i � � i i --_.— — _:_ _ _ _--_� I SS.347.733 . . . . — - - - - — � � — — _ _ _ _ _ _ _ _ _ S.S.35/569 __— . _ — _ ._ — — �� _ _ �e -. . ,�. . _ . . _ - �� 348.97 ' - -- --- -- --- -- --- -- --- -- ' ---------__---------------_,__------� S.S. 353.866 �:� � �- �:� � � �:� � �: 2;1 z, ___ ____ ��-, � � � , ,11 — — — SS.344569 _ — — — — — — — — — — — — -- — — — — — � 2-i- 0 �. 0 0 � �i-I �-H�-I-i �-�--H-I��-�I--i�-H�-i-N-i-I-H-i-i-I-i�-�I--i�-�i-I-i-H�-I-i--1-N-E-�-i�-r-H�r-i ��r� I-r-rN-F-rr� --, � � RAIL 0 , o� � 0,010 �' �' 0,020 p 3 �� 2/ _ _ _ _ _ � _ _ _ _ � __� ___ _ , _ i _ _ __ �, � _ _ SS. 348.467 . — — __ -—----—__------- '' 11 + 50. 00 _ _-_ _ LL _. � . ... RAIL : �� ' o,oio � � o,oio ' ' , � 3:� 2., _ SS. 3529/8 i II � � � 00.00 _ , � , ,_ � RAIL RAIL �� o cV O�OII � � O�OII - Z� 3/ _, � �� __ �______ — — -- — — — — — — — — — — — — — — � � — _ — — — — — — — — — — — — — — — — — SS.358938 SS.355.962 � �I , , �� 10+50.00 '�� , �� _---- �--------——--------—-—-—--- , ,, : , -�,- , — � , . -------------_ _-- __-- --------- -- ,________ _ - , ��0.�� 110 - � _i��_ r , � 100 90 80 , 70 - , 60 - r , , 50 40 , 30 - , , , 20 10 0 - �. 10 - � 20 - , 30 - � 40 - , � 50 - � 60 - , 70 - �; 10 � 360 I'� 355 '�, 350 I'� 345 � 340 � , u 365 ` 360 '� 355 350 � 345 340 �-__ 370 365 360 355 350 345 375 �� 365 360 355 350 �� 0365 360 355 -L 1- PARK DEPOT GREENWAY 80 90 100 110 120 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � � i Q � � O N � N 0 � 0 '� U � I � 0 � � � 0 � 0 � � ` � � a � 0 � � 0 N � N O 0 � 0 � � � � � a N \ � � 360 355 350 345 340 335 , 360 355 350 345 340 335 360 355 350 345 340 335 360 355 350 345 340 335 360 355 350 345 340 335 __ , 140 — i , 130 , 120 — 110 — 0 �� 0,000 � � 0,000 `. �------------------------——-------------------------------- . � I � � i i l i i l i i l i i l' i i � i i i l i i l i i l i i l i i l i i l i i l i i l i �� 50 OO i � i ��r��r� -��r� -�� i . �� 0,000 �� 0,000 ` � - - - - - - - - - - � � --------------------------------------------- . � -v_�; I i il i il i il i il i i� i il i il i il i il i il i il i il � ��+00.0� I i il i i.l i il i il�- i� i il i i� i il i i� i �- �-- � _ � , � , �� '� �� , �, 0,000 � � 0,000 �� _� ,,----------------------------------------------- � � �� _— _ . . _ _ �._. _�� - � ; _. 13 + 50.00 _ _� . �` II r� O�0o0 � M 0�000 II -----_,_ �---------------------------------- _ � - _ _,, -.- ------ - ---- oo r1-� ��-�-� 1- �-� �--� �I-� � ��-� 1- i-� -I- � �I-� �fi-�_��I �_� �__� � �� 13+00. RAIL N RAIL I�� 0,000 �" 0,000 � I 2�� _--_ �. — — — — — — — _ --- --- ---� - -----_-----.---'--- --__.-----.----�----- -- ______ � ----------------- ---------- SS.345.374 � � � _, � — ' _ SS.342J93 ' 12 + 50.00 � . J�_�-_,-�-� , : � _i��_ r , � 100 90 80 , 70 — , 60 - r , , 50 40 , 30 — , , , 20 10 0 - �. 10 — � 20 — , 30 — � 40 — , � 50 — � 60 - , 70 — 10 360 355 350 345 340 335 , 360 355 350 345 340 335 360 355 350 345 340 335 360 355 350 345 340 335 360 355 350 � 0345 340 335 -L 1- PARK DEPOT GREENWAY 80 90 100 110 120 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � � � , Q � O N � N O � 0 � U N � I � 0 � � 0 � 0 � � � ` c� � a � 0 � � 0 N � N O 0 3 � 0 � � � � � a N \ � � 355 350 345 340 355 350 345 340 335 355 350 345 340 360 355 350 345 340 360 355 350 345 340 __ , 140 - i , 130 , 120 - 110 - �Q , �� _ __ ___ __ __ __ __ 2� 0�010��0,010 z, — — — — — — — — -- — SS.344.437 SS.3445/6 . � 17 + 00.00 . �N ' EEA � �' _ - .� ��T,oN 0.014 �' �' 0.014 2 -----_ ___ ---- _-_ 2 � __-_ _- __- ------ . _ . _- __ . . ------__ . ____ -- — -- — — _ _ — — — SS.342785 �` _ . _,—� SS.343579 --- 16+50.00 - �� 0,000 "" 0,000 I� 16+00.00 �� 0,000 "� 0�000 , __ , _ ________________________ 15+50.00 N � � 0,000 �� 0,000 � , ., ., , , � , , , .� ., ,. , . . . . . . . . . . 15 + 00.00 ��-�J� ��J� �� -n-�J� �J�J�J� ��-�J� ��J� nJ� �-nJ�J� �-� �J� ��-�J� ��-� � � � �-�� _i��_ r , � 100 90 80 , 70 - , 60 - r , , 50 40 , 30 - , , , 20 10 0 - �. 10 - � 20 - , 30 - � 40 - , � 50 - � 60 - , 70 - �; 10 355 350 345 340 355 350 345 340 335 355 350 345 340 360 355 350 345 340 360 355 � p35o 345 340 -L 1- PARK DEPOT GREENWAY 80 90 100 110 120 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- 350 345 340 � � � � � � � _� � � o, � � Q � � N � � o � , � � � � � � � � 0 v � , 360 355 350 345 340 355 350 345 340 335 355 350 345 340 0 355 , � �, � 350 m , � 345 � a 340 0 � i � O N � N O _. � 3 0 355 � � 350 � Y 345 340 rn a ___ N , ; � 140 o N SS.345.777 �. — r i __-- �� :i ------- 2' 0,010�' 0,010 2 ------ _ _ _ _ _ _ _ _ — — — '— — SS.344T/6 � � � � � � � � � � 2��00.�0 —r�—�r—, �� ' �--r-�,-�— � 2, 0,010�"'0,010 z., -__--------- _ _ _ __ _ — — — — — — — '_ — SS.345324 i — — — — SS.3439/6 iiliiiiliiiiliiiiliiiiliiiii��r��r��ili � I ��0•0o i �� - I 0,010 "� 0,010 —. _. _. 2� �� — — — -- � � — — — — — — - SS.344A03 -- SS.342922 _ . , _ : 19 + 00.00 __ � ----_—___-- „�n� � 5.5.346598 � �o ._ 0,010��0,010 _-_-__------ _� . ,_ _-- — � — �_�_ _ _�— _._ _ . _�_ _!— _: !_�_! . __� _�— _�_ _�_ � � � — � S.S.346J45 — — — — — — — -- — — — � � _ � �� /. �� _ � � . � � - . . . . . .. . . . . . . . . . _ . . . . . . . �� 18+50.00 - � , � rn SS 346A54 _ _ , _ ,, , , , , � � �oq • � � � � � � � � � . �� Z� �,01� �'� �,0�� 2� — . , . ° • _ _ _ _ _ — — — — — SS.345.54/ _ — — — — — — — _ _ _ — � _--,__— . . . � ; �8 � 0�.00 �N � � --- �----- --- �------- � -- --- --- �-- --- � :� 0,010 � 0,010 .. � ------ 2 — — — — — — — — — - — — — — — — — — _— . ---— , — — — — _ _ _ _ _ _ _ _ _ _ _ _. — — — — — — � � � � � � 5.5.34558/ SS.345987 - 17+5000 -� r��,�� -� �-�-��-�-��-��-�-� �-�-� � � ��-�� -�-�-��-��-�� -� �-�� -�� -� �� -�-��-��-� . -� i , _� , , . , , . � _i��_ r , � �. , �r , �T._ r , , _,�,_ , _�_ , , , �_ � � � ____i � .�r , _� � , , �- � ��_ , TT �- � � 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 10 �a 350 345 340 � , 360 ;� � 355 'u '�' 350 � lu4 3 5 � ' 340 355 350 345 340 335 355 350 345 340 355 350 345 340 355 � p35o 345 340 -L 1- PARK DEPOT GREENWAY 80 90 100 110 120 PLANS PREPARED BY: Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE. (919) 677-2000 FAX: (919) 6�7-2050 NC LICENSE "F-0102 CO2019 �� CQRp �,. ;��°o ��s�� FE o�q e = SEAL ; �0 37827 � ; � ��FNc �,�o�� , � oo��o�Q �o��s - d b �T � , �� ,i,n, � ' , z 0 = W � � 0 Z � o o Q ` o ? � U � / L Q ` ' o < � >- � \ a ` � a � � � W � a � o z G � � o a L � � z W O 1�,7 �� o � W C U � o a a � W H O U � H � U � � KHA PROJECT: 012622011 DATEe 3-8-2019 FINAL PLANS X-6 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � � Q � � � O � N O � 0 '� U N � I � O V i C 0 , � � 0 � � � L � � � a � � � ; 0 N � N O � 3 � 0 � � � Y � a N \ � � 355 350 345 340 335 355 350 345 340 335 350 345 340 335 � SS. 343274 ° - - --- , - — — _ — — — — — — _ _ � _ _ _ _ - ---� �; � _ _ — .. �,�2U "'�' �,Q1Il 2� � _ i Ss.�a�.ar� � 2 2 --F- 50.00 - --- --- - ---- ____ -- _ _ . _ -- - -- __----� — S.S.342.564 _ _ _ _ - - - � �N — _ _ _ _ — ' �o � � —�_—_�_:—__—__.� — e � Z � �,�1� � D,�Q. 2 � — — — i _ r— �/ ---------- _ SS.340986 _. . - --. _-- --_ _. 2 2 -+' �0. �0 _ - _ - - ss.34258� _ _ _ — — - — - �,� ____-- � _ - - 2� 0,010 � O.Q1ll 2'� - - - , _ r— �r— SS.340.841 21 +50.00 _ 10 �i` , 355 350 345 340 335 � 355 350 345 340 __ , 140 — i , 130 , 120 — 110 — � _i��_ r , � 100 90 80 , 70 — , 60 - r, � SS.343J32 � ' ' ' ' ' , ' ' ' . ' — — — — — _ _ _ _ _ — — — . •1 NN 2.1 ------ _______ __--- � 2 0,010 �� 0,010 - — — — S.S.34/.47/ i i �� 00.00 ' � � SS. 344A73 _ _ � _- — — — — �� 1 _ — — — ::. : 2� 0,010�'�0,020 2 _____-------- — — — — — — SS. 343279 .�� -�� -�� -��-� � �-�� ; 2 0 + 50.00 r , , 50 40 , 30 — , , , 20 10 0 — �. 10 — � 20 — , 30 — � 40 — , � 50 — � 60 - , 70 — �' 355 350 IV � 345 340 � 335 � 355 350 345 340 335 350 345 340 335 355 350 345 340 335 � 355 � p35o 345 340 -L 1- PARK DEPOT GREENWAY 80 90 100 110 120 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � o, � � � Q � 0 N � N 0 � 0 U N � I � O V C O � � O � � � L C� � a 0 � � ; 0 N � N O � 3 � 0 � � � Y � a N \ � � 350 345 340 335 350 345 340 335 350 345 340 335 350 345 340 335 350 345 340 335 � 350 345 340 335 __ , 140 — i , 130 , 120 — 110 — � _i��_ r , � 100 90 80 , 70 — , 60 - r , , 50 40 ��i��i��ii� ss..�2.�� iiil�ill��i��i��,�i! -- - - - - - - - - - - - - -- -I ss.�as2a �Q � ______------_--__ ---—-- _ �,01� �'�' �,�. � -� 25+50.00 , I _ , � , � , � , , , , , ,, , � SS.342A04 _ _ _ _ _ _ _ _ — — — — — — — — — — — — _ , _ _ - 2� 0,010 �� 0,020 2' — — — — — _ _ � � r� � v SS. 340J5/ - 2 5 + 00 . 00 - _—_ SS.342J75 i _ _ _ _ — — — — �, ---- \� _ ____— _ e , _ -- — � � _ — — 2 ---- . _ _ — _ 2� , 0,010 �'� 0,0?� �,— - — - — _— — . SS.340256 �-� - 24+50.00 , .. ._. _._ _ S.S.342.308 — — — — � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. �� Z� —----—- --- -- --- _ -----_ -- � .� _ _ __ 2• i �,�i�__D,Q�.fl. �- � SS.340J38 - � 2 4+ 00 . 00 SS.343.3/6 . ' ' ' ' ' ' ' . ' ' ' — — _ _ _ _ _ — — �N _ _ � _ _ _ — — .. SS.340J06 � � — �' — _ _ _ _ _ ��1�"'� �,�$ _ . 2 3 + 50.00 � __------_--- SS.392B9/ _ — — — '_' _ --- ,�� — � �� — — � � ____— '4 2� 0,010 "� 0,01� 2' — — — Ss..�o.�� 23 + 00.00 , 30 — , , , 20 10 0 - �. 10 — � 20 — , 30 — � 40 — , � 50 — � 60 - , 70 — � 10 350 345 340 335 '�' 350 � lu 345 � ` 340 335 �_ _ 350 345 340 335 350 345 340 335 350 345 340 335 � 350 � 0345 340 335 -L 1- PARK DEPOT GREENWAY 80 90 100 110 120 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- � � Q � � O N N 0 � 0 '� U N � I � O V i C 0 , � 0 � � � � � � 44 0 � � 0 N � N O � 3 � 0 � � � Y � a N \ � \ � 355 350 345 - r, , ,, �Q , , ,, 1 -�� ,, ,, �,, ,,, , ,, ,, ' �, -- - -- -- -- -- - :� 0,0100"�0,0100 �, . --------------- 2 ___-------------- i 340 . _____----- ----- __-—, -- _— --- 335 e — — — — — — — — — — — — — _ _ — — '— — — SS.340J99 �_ ' SS.34/Al2 _ - - -- - ---- - - - -- - - - _ � 2 8 -+' � � . � � - 330 355 350 '' �� 345 �. --: _. . - _- _ _.__. .� _ 0,0100��0,0100 �� --.-_ 2 ss..��.o�� - -- --- _ _ — — • 340 � � � � � � � � , — _ _ —. _ — — — - — — — — — — - — — — — — — — — — — — — _ _ , _ — — 2 — - — — — — — — — — — — — — — — — — — - — — 33997 3�5----------------------- ss.3�.�� 27+50.00 �� 355 350 � , �; ._ 345 � o . - 2� 0,0140��0,0100 �. .- -. - ---------------- -------------- 340 ! �� .�_. ___ __- -� _._ . .�_ __-- — — _ __ ___ _____________ __ __ ___ ------------------ _ _ _ _ — — — — — — — -- — SS.340.645 SS.34/.451 335_____.—_--------- e__ e_ _ -- -- e �� . _.��. . ��_ � _ ._ - _ 27 + 00.00 - 330 350 345 �� _ . ________--- I I I' 2, 0,0100"�0,0100 z,_____----------_ _ � _ -- _ _ __ � � 340 _ _ _ . _____ -- �" -- , , . . - — = — — — - — - - — — — — — — — — — — — — — — — — -- — — SS..340.898 SS.342.622 3�-�--�--�--�--�- ��----- �� 26+50.00 , , , , � , , , , , � � —N—�►—N—�—�—N+i�—r—�i��, � 350 345 340 335 SS.342.460 I �� - - - - - - - - - - - - - - - - - , _ . _ _ _ _ _ _ - - _ _ � 2� , 0,0100��0,01�� - - - ____-- : : : : : : _ _` - — � �/ . --I-------------—-———----—-- ss..�a�2o3 — i � r�—�I—r—� � � 26 + 00 00 �-��-�-� �-��-� � ��-�� -��-�-�-��-�-��-��-�-� �-�� -�-�� -� �-�-��-��-�-� �-��-� � �-�� -, . 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � .�r , _� � , , � 20 30 40 50 60 70 355 350 345 340 335 330 355 350 345 340 335 355 350 345 340 335 330 350 345 340 335 ' ' 350 _ � 0345 340 10 � ; 335 -L 1- PARK DEPOT GREENWAY 80 90 100 110 120 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- c o, � � i Q � � O N � N O � 0 '� U N � I � O V C O � � O � C N L C� � 44 � 0 � i O N � N O � 3 � 0 � � � � � rn 0 N \ � � ✓�v ��-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — ✓�v --------------------------- ------------------—--------------------—-------,/ 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- C �1 � � � Q � � O N � N O � 0 '� U N � I � 0 � � 0 , � 0 C � L C� � 44 � 0 � i O N � N O � 3 � 0 � � � � � � 0 N \ � � 350 345 340 3�5.--------------------------------�---- 330 i�� iiii ��i�i�ii�iiii�iiii�ii�i�i�ii�� 2�,0,0100"�0.0100, 28.�:� _ _ ------- - - 10 � � ; 350 345 -----------------------�40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ViVLVV .YiViVV I . . .� � � � � . . . . . . . � � � �� . . �. . . . . . . . . . . � �r _ __ � � _ �� _ _ -- . . .- � � � � � � � � � � � � � �� _ .� .�� '�"� . . � . . . . . . . . . . �� .� - .- _ � .► . . . . . . . . . . . . � . . . .� �. _. � .�. � . � � � � � � �� J`tV DRNEWAY — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — - — -- — — — — — — — — _ — — j �� "'_��{�i' �— �'/ — � � ,� � � J�i' 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 - - � � � � _ � � - _ � � � � �� I ,�I,yLVV--V�VWY�- - - - - �� _ _ _ - - - � � - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - --- _ _ _ � � � � � _ _ __ - _ _ � _ � _ - - - _ _ _ �� - - - - -� DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- C O� � N � i Q � � O N � N O � 0 '� U N � I � O V C O � � O � C N L C� � 44 � 0 � i O N � N O � 3 � 0 � � � � � rn 0 N \ � � -----� 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- c o, � N � i Q � � O N � N O � 0 '� U N � I � O V C O � � O � C N L C� � 44 � 0 � i O N � N O � 3 � 0 � � � � � � O N \ � \ � 345 �-�-F-F-�-� �, 340 � � � 335 --- -----------------------------______�__-------�_-----------—----------—--————--———————-———-—--———, �, ---------- ---------- 33592 �� — — — — — — — — — — - iil�iiiliiiiliiiiliiii 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � .�r , _� � , , � 20 30 40 50 60 70 !�li�' � 340 335 -Y2- NC HWY 55 80 90 100 110 120 � — — — — _ �� 5:� � — ' --------------------------------------------------------� � �:/ '� — � �- � �- — — _ — �— — _ �� — -- — — — — — — � - — — — --- — — — � ` - — — _ _ — — — — — — — - — — � — — — — — — — — — — — — — � - � .. ... � � - - � - - - � -- � _ � — — — — — — - — -- — — — — — — ,. ... � � — — — — -- _ .� ,.� - � � - - � - - - - -- � � — / — — — — .� , �. � _ _ ✓�v � � � � ✓�v , ----------- � _ 10 _ _ - , ____ � .� — �------------------------------------------------------- 335 — - _\337.29 T _---� 5 � � a 335 � � � ��_�� 10 + 5 0. 00 �1-�=-� �,; � DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- C O� � N � i Q � � O N � N O � 0 '� U N � I � O V C O � � O � C N L C� � 44 � 0 � i O N � N O � 3 � 0 � � � � � � a N \ � � J ✓ J � � � — ✓ J J — — � — — _ _ _ _ M _ rv- � �`30 -Y2- NC HWY 55 100 110 120 — � �_ _ — _ _ � _ � - � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- O� � � I Q � � O N � N O � 0 '� U N � I � O V C O � � O � C N L C� � 44 � � I O N � N O � 3 � 0 � � � � � rn 0 N \ � � ..� , �., — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — —Y2 _ C_ 55 — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — � � — � � � Z� i uun� �,��,_-_ ------------ -----------J 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 . DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � O i Q � � � N � 0 � 0 � U N � I � 0 � � 0 , � � 0 � � � ` c� � a � 0 � � ; 0 N � N O 0 3 � 0 � � � � � � 0 N \ � � ' ■■m■��■m■■� ■�i■�iii■�■■�■�■�iii■�■ �■ii :::::::::C:::::::CC::::::C:::CC::C:::CC::C:C� .............................■...■..........� ,• :::::::::::::::::::::::::�:::�:::�:::::::�::� E :::::::::::::::::::::::::E� :E:::�:::::EEE::� �................. ■■■■■■■■■■■■■■■■ � , 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 350 345 340 - 335 , 33f�-----------� �----- 350 � 345 340 335 � � � � _ ,. _ _ . - - - - -- — -- 330--------_,� ��--- �� 325 _ _�_ _- � � � � 350 345 340 335 330---------� � 325 , _. 350 345 340 335 _ __----� 330 � � 325 SS.337580 345 340 335 330 350 345 340 335 330 350 345 340 335 330 325 � i�l� I I I�� i I I i I�� I I I ss. ��.osi . . � � I �� ?�1— _ ._ — — _ _ — — — — — — -- — — — — — — — � r DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � O i Q � � O N � N O � 0 '� U N � I � 0 � � � � � 0 C � � � � a � 0 � � 0 N � N O 0 3 � 0 � � � � � 0 N \ � � 350 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 345 340 _ 22�:� - . . __� 335 __ _______------- _--- _ — — — — — SS.3377/6 _ _ _ — — — — — — — -- — — — — — — ' _ 3�0-- - - _ _ Iii-iili-i-i-rl�iiilii-rili-i-i-ilii-ii��iii�i-i-i-iliriiliiii�-� 350 345 350 - , . ss. �o.soo } '� 345 _ �� -- 2� __ -----—--—----—---— 0,0200 �'�' __----9.019�----�- �------- ---------- 340 340 2:� 0,0100 � �; _- � _- ' ' � — — — — — 335 __--� . — — — — — — — — — — — — — — — — — — — — — — S.S.33736/ � �-- — — — ` µ 3,� i� i i I�i i I i I i I i i� I i I i I i I i i�i i I i I � I I I I� I i i � �i � 350 345 340 �__ , � _ 2� _ _. - -- --- - - - - 335 --------- _______---------y_ — — — — S.S.338 — — — — -- — � — — — � 330------ . . _ 350 345 ss.��49 � � �,, �, � � , � �, , I, �, � 345 � . 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DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- �, � a � Q � � � N � 0 � � U c� I 0 � i O , � 0 � c � ` c� � 4 � 0 � i � O N � N O � 3 0 � � � Y � 0 N \ � � 345 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 340 335 _— --- 3.�0 — — — 325 350 345 340 f-��-F-�-��-�-� � 2� 335 ____________—_— --- ---- _—__ _ _ _ — _ ____---- _ _ _ _ _ _ — — — — — - - 5.5.336.704 — _ -- — — 3.�0---- . � ' 350 345 , 340 0,0100 : �� ____0�00_------- 2� 335 _. : � � � � . , -----____________—------- I I i I _— — _ _, _ — — -- — — — SS. 336.724 _ — , 3�0 —-- _ — — ------ --- -- ---- -- --- -- � � _ � _ _ a _�__ � � - _ _ �2 ��.0� 350 345 340 � , _ — . — . _ _ _ . -- --. — 335 � � � � _________—___--- _-- _ _ _ ,_ _ — — — — — — _ - - - . , SS.336.76/ _ _ _ — 3�0 — — — _ — .. 350 �•r� �Q . s.�.��59� � � � � � � � � � � � 345 �� -- _0,�00_------2� ----------------------------------- � �' 340 I- �.020.0- - - - - � � � Ul Ol �� 345 340 2� ��s �H�--f- �-�-��--�H-�I � �'� 345 �T �-�--�-� � T�,�r��-�--�-� �_ _------------------------------—--340 ��.6�6 i � � i i i i � i -� I�- i � i i i i � i i I_i i i_i �_� � �� i� I--I-1 _� � � � ��' _ 3T� -------------- --- — ____ _�e_�___�___,---__.----_-____.�_,_._ ___—_�—____ _ __ __ _ 340 350 . ss.��.�a6 � 345 � 0�00--------2 ___--------------------------------340 � 1 i� i�—iii iiii iii� ii��—iii iiii iii�� i� i�� il�� ul I - 0�00- - - - -�-� 335 . ____._-___ _ _ _ _ _ _ _ __ --_ — _ _ __ —------- _ _ _ _ _ _ — — — — S.S. 336.8/4 3�0-----. . . � 325 ^ I I I I I I I_I_I _I_I_I I I I I_I I I_I I I I I_I _I_I_I_ I I I I I_ _' '_� I � I I_' I I_' � '' �'�� '�� I_' ' ��/� �24 _ _ _ __ �l --------------------------------`-340 DocuSign Envelope ID: 662C682E-4494-4765-9F55-F4A5D9C2D838 ------------------------------------------------- o, � O i Q � � � O N � N 0 � � � � � V i O , � 0 � � � ` c� � a � 0 � � ; 0 N � N O 0 � o � � � � � 0 N \ � � 330 ______-_____------ _� 325 -,- --- --- -- -- _ 350 345 , � 340 � -=� _�� , — . ._ 2'� _ _ -- _. _ --___ . -- — — 335 ______ _ — il - � � _ � - � 5.5.336580 , � -- — — 330 - - - _--- ,- - __- . .. . 325 350 345 340 335 _____--___ p��__�_� _ _ - -- - - - - - _ � � � _ _- - 330 _____---------__ ----- Ss._ 325 -�� 12 + 54.49 0,0100 �N \ �� ,�1�� _------�� 330 325 350 ss.�i45o " 345 2:� �----------------------------------340 T_------------------------------- `-340 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120