20201968 Ver 1_More Info Received_20211108

Pro viding Sound Environmental Solutions
10565 Highway 421 South
Trade, TN 37691
ph/fax: [phone]
[e-mail]
Atth: Mr. Mitchell Anderson
Environmental Specialist - Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ - Division of Water Resources
2090 U.S. Hwy 70
Swannanoa, NC 28778
RE: DWR 2020-1968 Ver 2 Broad River Paddle Accesses: Rutherford County
Mr. Anderson,
On October 29th, 2021 we (the Authorized Agent) received your request for additional information
regarding 2020-1968 Ver2 Broad River Paddle Accesses: Rutherford County. In response additional site
plans have been drafted to provide further information as requested. Responses to your comments are
highlighted in blue below.
l.Please provide a site plan showing the property boundaries, structures (buildings, docks,
impervious surfaces, etc.), location of the shoreline, location of the impacts to the stream bank
and/or streambed (excavation, dredging, rip rap, concrete, etc.) [15A NCAC 02H .0502(a)(9)]
•Impact maps have been included in Appendix A to this document which depict the
shoreline (Ordinary High Water Mark), and the impacts to the streambank/bed have
been outlined and annotated for your review. Property boundaries are depicted and
called out. There are no buildings being constructed and impervious surfaces are shown
in the site plans in Appendix B.
2.Per Condition 9 GC 4132, all work in or adjacent to streams shall be conducted so that the
flowing stream does not come in contact with the disturbed area. Please provide a construction
sequence that details the measures to be utilized at the site and a sequence of construction
events to be followed to ensure compliance with this condition. In addition, please ensure that
the location of the temporary impacts are shown on the construction drawings and clearly
indicated in the revised impact table. [15A NCAC 02H .0506(b)(3)]
•A temporary diversion structure (coffer dam) will be installed upstream of the work area
and a pump will be used to ensure the stream will not come in contact with the
disturbed area during the pouring or curing of concrete for the landing (see cofferdam
detail on sheet 3/3 in Appendix A). Construction notes have been added to the detail
with annotations and a sequence of construction of the temporary diversion structures
(Sheet 3/3). The impacts and locations of the temporary structures (cofferdam) had
been previously accounted for in the application (linear feet of impact to stream) but
are now clearly labeled in the Impacts Maps (sheets 1/3 and 2/3 in Appendix A).
3. Per Condition 13 GC 4132, ail necessary measures shall be taken to prevent direct contact
between uncured concrete and waters of the state. Plans received on September 30, 2021 do
not provide sufficient detail for the proposed impacts to the Broad River. Please provide
information and details regarding materials used to construct the proposed structures as well as
their placement within the streambank and/or streambed (Landing area, stairs, etc.) [15A NCAC
02H .0502(a)(9) and .0506(b)(3)j
+ Additional details describing the structure placement within the streambank/bed,
materials used, and measures taken to prevent contact between concrete and Waters
of the State have been provided in the Plan Sheets in Appendix B, as well as on sheet
3/3 of Appendix A.
4. A complete review of the project cannot be conducted until the U.S. Army Corps of Engineers
has verified 404 permit requirements and coverage under a Nation Wide or Individual
Permit. Please provide documentation of Permit verification by the USACE.
• We are currently working with the USACE to verify the permit numbers. When we
receive written verification, we will contact you directly.
Impact Maps and Cofferdam Details (Appendix A) and Site Plans including River Access details (Appendix
B) are attached. Please let us know if you have further questions or comments. We appreciate your time
and look forward to hearing from you.
Thank you,
Josselyn Lucas
Project Manager
Brushy Fork Environmental Consulting, Inc.

APPENDIX A

BROAD RIVERR20'12.5'20'709.1720'20'6'40'709.21709.82711.1712'3'R20'R10'709.389'18'50'150'707.75706.40706.20706.30706.15707.50708.00708.90709.25706.75708.75708.00707.00706.00705.75LANDINGSTAIRSLOCLOCLOCLOC
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8.28'30.59 LF PERMANENT IMPACT TO BROAD RIVER BED FOR RIVER ACCESS LANDING8.28 LF TEMPORARY IMPACT TO BROAD RIVER BED/BANK WITHIN OHWM FORGRADING & COFFERDAMTOTAL CUMULATIVE IMPACT = ~40 LFIMPACTS MAP - PLAN VIEW
BROAD RIVER PADDLE ACCESS 221ACONCRETE BLOCK MATCOFFERDAM (SEE TYPICALDETAIL FOR SEQUENCE OFCONSTRUCTION)BROAD RIVERLANDINGSTAIRSLOCLOCLOC
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8.28'30.59 LF PERMANENT IMPACT TO BROAD RIVER BED FOR RIVER ACCESS LANDING8.28 LF TEMPORARY IMPACT TO BROAD RIVER BED/BANK WITHIN OHWM FORGRADING & COFFERDAMTOTAL CUMULATIVE IMPACT = ~40 LFCONCRETE BLOCK MATCOFFERDAM (SEE TYPICALDETAIL FOR SEQUENCE OFCONSTRUCTION)Feet20100VIEW 2 - IMPACT AREAVIEW 1 - OVERALL 221aSTRUCTURAL DETAILS PROVIDED ON SEPARATE SHEETSTRUCTURAL DETAILS PROVIDED ON SEPARATE SHEETSHEET 1/3
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LOC9'LANDINGSTAIRS7.56 LF PERMANENT IMPACT TO BROAD RIVER BANK WITHIN OHWM FOR STORMWATER DRAIN (RIPRAP OUTFALL)31.33 LF PERMANENT IMPACT TO BROAD RIVER BED/BANK FOR RIVER ACCESSLANDING6.87 LF TEMPORARY IMPACT TO BROAD RIVER BANK WITHIN OHWM FOR GRADING & COFFERDAMTOTAL CUMULATIVE IMPACT = ~47 LF31.33'
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CONCRETE BLOCK MATCOFFERDAM (SEE TYPICALDETAIL FOR SEQUENCE OFCONSTRUCTION)G 686.00LOC
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LOCLANDINGSTAIRS7.56 LF PERMANENT IMPACT TO BROAD RIVER BANK WITHIN OHWM FOR STORMWATER DRAIN (RIPRAP OUTFALL)31.33 LF PERMANENT IMPACT TO BROAD RIVER BED/BANK FOR RIVER ACCESSLANDING6.87 LF TEMPORARY IMPACT TO BROAD RIVER BANK WITHIN OHWM FOR GRADING & COFFERDAMTOTAL CUMULATIVE IMPACT = ~47 LF31.33'
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7.56'CONCRETE BLOCK MATCOFFERDAM (SEE TYPICALDETAIL FOR SEQUENCE OFCONSTRUCTION)Feet20100VIEW 2 - IMPACT AREAVIEW 1 - OVERALL 221STRUCTURAL DETAILS PROVIDED ON SEPARATE SHEETSTRUCTURAL DETAILS PROVIDED ON SEPARATE SHEETSHEET 2/3
PumpHoseRip-Rap (class B)Level Spreader15'x15' Dewatering BagExisting River BedNon-Permeable LinerRiver Bed Backfill MaterialBase FlowAASection A - A ViewN.T.S.Plan ViewN.T.S.FlowTemporary Sandbag CofferdamVerify Hose Diameter andPump Size areAdequate to DrainCompacted Washed#57 StoneOrdinary High Water Mark (OHWM)Temporary Sandbag CofferdamConstruction Sequence for Cofferdam1. Build cofferdam.a. Place large sandbags around perimeter of landing pad with a5 ft. offset outside forms.b. Place non-permeable liner inside of sandbag cofferdam.c. Use river bed material as backfill against non-permeable linerto provide water tight bond.d. Install pump, hose, and dewatering bag, and install rip-raplevel spreader to spread and slow velocity of flow beforereentering live stream flow.e. Begin pumping process, with regular monitoring to ensurehose diameter is adequate to carry flow and check to ensurefilter at hose inlet does not clog and restrict flow, prior topouring any concrete.2. Form landing pad per structural drawings then place washed #57stone and compact.f. Pour concrete in dry river bed.g. Continue pumping water until concrete has fully cured aroundthe exterior.h. Once cured remove cofferdam.3. Concrete block mat will be pre-cast (not poured on-site), andattached to landing pad after concrete has fully cured.4. Once construction activities are completed seed riparian bufferarea with native riparian seed mix, i.e. Ernst Conservation Seed MixFloodplain Mix.Base FlowOrdinary High Water Mark (OHWM)Feet20100DEWATERING DETAIL/SEQUENCESHEET 3/3
APPENDIX B

VICINITY MAP : NOT TO SCALEPREPARED BY:DESTINATION BY DESIGN STUDIOS, PLLC09/14/2021US-HWY 221 N | FOREST CITY | RUTHERFORD COUNTY | NC | 2804324 HR CONTACT: ALEX GOTHERMAN, PLA(828) 386-1866136 FURMAN RD. SUITE 6BOONE, NC 28607(828) 386-1866SITEPROJECT DIRECTORYBroad RiverPaddle Access 221 CONSTRUCTION DOCUMENTSSHEET INDEXDEVELOPER/ OWNERNC WILDLIFE RESOURCES COMMISSION1751 VARSITY DRRALEIGH, NC 27606(919)707-0150CONTACT:MR. GARY GARDNERLANDSCAPE ARCHITECT/ PROJECT MANAGERDESTINATION BY DESIGN STUDIOS, PLLC.136 FURMAN RD. SUITE 6BOONE, NC 28607(828)386-1866CONTACT: MR. ALEX GOTHERMAN, PLACIVIL ENGINEERDESTINATION BY DESIGN ENGINEERING136 FURMAN RD. SUITE 6BOONE, NC 28607(828)386-1866CONTACT: MR. JASON GASTON, P.E.STRUCTURAL ENGINEERARETÉ ENGINEERS, PLLC.7668 VALLEY BLVD.BLOWING ROCK, NC 28607(828)434-0587CONTACT: MR. BRIAN MULLIN, P.E.,CBSITRAFFIC ENGINEERTRAFFIC PLANNING AND DESIGN, INC80 Charlotte Street, Suite 40Asheville, NC 28801(828)575-0133CONTACT: MR. COLIN KINTON, P.E.G-1 COVER SHEETV-1 SURVEYC-0 DEMOLITION PLANC-1 SITE PLANC-2 PAVING, GRADING & DRAINAGE PLANC-3 CONSTRUCTION DETAILSC-3.1 CONSTRUCTION DETAILS1 TITLE SHEET2 CONSTRUCTION PLAN3 ELEVATION AND DRAINAGE PLAN4 TYPICAL SECTIONS AND PROFILES5-7 DETAILSCIVIL ENGINEERTRAFFIC ENGINEERSTRUCTURAL ENGINEERS-1 COVER, GENERAL NOTES, AND RAIL DETAILSS-2 PLAN AND SECTION
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LOCGARY GARDNER [phone]US-221 N HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:FILE NUMBER:XXX-XXXCAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess - 2211 COUNTY COMMENTS09/05/17NC WILDLIFERESOURCESCOMMISSIONxx/xx/21CIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONASPHALT/GRAVEL/CONCRETE TO BEREMOVEDLEGENDBUILDING/CURB & GUTTERTO BE REMOVEDUTILITIES/FENCETO BE REMOVEDEXISTING FENCEDEMOLITION NOTES:1.) THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEMOLITION PERMIT ANDCOORDINATING WITH THE MUNICIPALITY FOR DEMOLITION AND CONSTRUCTION ACTIVITIES.2.) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS WITHOUTTHE PRIOR WRITTEN CONSENT OF THE ENGINEER.3.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANYWORK INCLUDING DEMOLITION.4.) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS PROJECTARE THE RESPONSIBILITY OF THE CONTRACTOR.5.) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS AND STUMPS AND LEGALLYDISPOSE OF DEBRIS.6.) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL,AND LOCAL BUILDING AND UTILITY INSTALLATION CODES.7.) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH NORTHCAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS ANDSTRUCTURES.8.) THE CONTRACTOR SHALL CONTACT THE UTILITIES PROTECTION CENTER PRIOR TO ANYEXCAVATION, AS THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. THEENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN, AND IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIESWITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE OWNER IN CASE OFDISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.9.) THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE MUNICIPALITY AND ALL EXISTINGUTILITY PROVIDERS BEFORE REMOVING AND/OR RELOCATING ANY/ALL UTILITIES FROMTHEIR EXISTING LOCATIONS ON THE SITE. THE CONTRACTOR SHALL PERFORM ALL UTILITYDEMOLITION OR RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING UTILITIESSPECIFICATIONS, MATERIALS, AND REQUIREMENTS.10.) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ADJACENTSTRUCTURES OR PROPERTY, OR ANY EXISTING STRUCTURES WITHIN LIMITS OFCONSTRUCTION THAT ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR ORREPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY OWNER'S SATISFACTION AT NO COSTTO THE OWNER.11.) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY MEASURES ASNECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMESDURING CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE NOT LIMITED TO:BARRICADES, FLASHING LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONALSIGNAGE AS NECESSARY TO ACCOMPLISH THE WORK.12.) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CRANES AND CONSTRUCTIONEQUIPMENT OPERATIONS DURING DEMOLITION ACTIVITY.13.) CONTRACTOR EQUIPMENT SHALL BE PARKED LEGALLY ON SUBJECT PROPERTY.14.) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY THE MUNICIPALITY OF ANYLAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS OR STREAMS. IT IS THERESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORYAGENCY FOR APPROVAL OF ANY WETLAND AREA OR STREAM DISTURBANCE.15.) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/ORFENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.16.) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS MATERIALS IN STRICT ACCORDANCEWITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.DEMOLITION PLANC-01" = 40'LIMITS OF CONSTRUCTIONLOCLOCSCALE IN FEET804002040NCONTRACTOR TO GRIND AND REMOVE SOLID WHITE LINECONTRACTOR TO REMOVE SAWCUT PORTION OF RUMBLE STRIPCONTRACTOR TO REMOVE EXISTING CULVERTCONTRACTOR TO REMOVE EXISTING GATE AND FENCE. GATE TO BESALVAGED AND REUSED AT NEW LOCATION.CONTRACTOR TO REMOVE EXISTING GRAVEL AS NEEDED TO PREPFOR PAVEMENT BASEEXISTING FENCE ALONG PROPERTY LINE TO REMAINCONTRACTOR TO REMOVE EXISTING GAS MARKEREXISTING GAS LINE TO REMAINCONTRACTOR TO REMOVEEXISTING RIP-RAPX XCONTRACTOR TO SAWCUT AND REMOVEEXISTING ASPHALTCONTRACTOR TO REMOVE EXISTING VEGETATIONAND TREES FOR NEW PARKING LOTPROPOSED TREE LINEEXISTING TREE LINE
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12'50'150'9'GARY GARDNER [phone]US-221 N HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:FILE NUMBER:XXX-XXXCAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess - 2211 COUNTY COMMENTS09/05/17NC WILDLIFERESOURCESCOMMISSIONxx/xx/21CIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONSITE PLANC-11" = 40'N GENERAL NOTES:1.) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OFTHE PROPOSED PARKING LOT ARE SHOWN AT THE EDGE OF PAVEMENT.2.) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIESBETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEYSHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEWCONSTRUCTION.3.) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL ANDVERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND EXISTINGPAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND UTILITIES.SITE NOTES:1.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITEIMPROVEMENTS HAVE BEEN COMPLETED ON THE SITE.2.) HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THATTHE SOURCE OF ANY LIGHT IS CONCEALED FROM THE PUBLIC VIEW ANDDOES NOT INTERFERE WITH TRAFFIC. (SEE PHOTOMETRICS PLAN INARCH. PLANS).3.) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BECLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TOCOMMENCEMENT OF ANY LAND DISTURBANCE.4.) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES,VEHICLE, EQUIPMENT, PRODUCTS, ETC.5.) SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THISDEVELOPMENT PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ON-SITESIGNAGE.6.) ALL PAVEMENT MARKING WITHIN R/W SHALL BE CONSTRUCTEDACCORDING TO NCDOT SPECIFICATIONS.7.) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTIONPHASE OF THIS PROJECT ARE THE RESPONSIBILITY OF THE OWNER,HOWEVER A CONTRACTOR/DEVELOPER CAN DO PERMITTING WITH AGENTAUTHORIZATION.8.) CONSTRUCTION TRAILERS ARE TO BE PERMITTED THROUGH THE ZONINGDIVISION OF THE MUNICIPALITY.9.) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURESSHALL BE INSTALLED PRIOR TO ANY GRADING.10.) THE JURISDICTION ACCEPTS NO RESPONSIBILITY FOR THE AMERICANSWITH DISABILITIES ACT (ADA), EXCEPT FOR NOTIFICATIONREQUIREMENT. THE OWNER/DEVELOPER IS SOLELY RESPONSIBLE FORCOMPLIANCE FOR SAID ACT.11.) 24 HOUR CONTACT: ALEX GOTHERMAN, PLA [phone]PROPOSED TRAFFIC SIGNLEGENDPAINTED TRAFFIC ARROWSPROPERTY LINE#PARKING COUNTADJACENT PROPERTY LINEPROPOSED CONCRETESCALE IN FEET804002040PROPOSED EDGE OF PAVEMENTPROPOSED RUMBLE STRIPPROPOSED SOLID WHITE LINEPROPOSED 8' PAVED SHOULDERPROPOSED WHITE SKIP LINEPROPOSED NCDOT PAVINGPROPOSED 150' TAPERPROPOSED 50' OF STORAGEPROPOSED PAVED SWALEPROPOSED 10' x 50' PULL-OFF TO ALLOW PASSINGPROPOSED FENCE (CONTRACTOR TOMATCH EXISTING FENCE)PROPOSED GATE (REUSE SALVAGED GATE)PROPOSED FENCE (CONTRACTOR TOMATCH EXISTING FENCE)PROPOSED WHEEL STOP (TYP.)PROPOSED ACCESSIBLE PARKING SPACE WITH SIGNPROPOSED 6' CONCRETE SIDEWALKPROPOSED LAUNCH AREAPROPOSED TRAILER PARKINGSPACESPROPOSED TIE-IN TO EXISTING PAVEMENTPROPOSED NCDOT PAVEMENTX XEXISTING FENCEPROPOSED GRAVELEXISTING PROPERTY LINE (R/W)PROPOSED STAIRS AND ASSOCIATEDHANDRAILS (25 TREADS, 26 RISERS)PROPOSED CONCRETELANDINGPROPOSED SOLID WHITE LINEPROPOSED TIE-IN TO EXISTING STRIPINGPROPOSED R1-1 "STOP" SIGNPROPOSED TRANSITION TO STANDARD DUTY ASPHALTPROPOSED STANDARD DUTY ASPHALTPROPOSED STANDARD DUTYASPHALTPROPOSED TRANSITION TO GRAVELPROPOSED CONCRETELANDING
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LOCLOCLOCLOCLOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC LOC LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC
LOCGARY GARDNER [phone]US-221 N HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:FILE NUMBER:XXX-XXXCAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess - 2211 COUNTY COMMENTS09/05/17NC WILDLIFERESOURCESCOMMISSIONxx/xx/21CIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONLEGENDPROPOSED CONCRETEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONEXISTING CONTOURSPROPOSED CONTOURSXXX.XXXXX.XXXXXXXXXXGRADING NOTES:1.) ALL SPOT ELEVATIONS SHOWN ARE @ THE EOP UNLESS OTHERWISE NOTED.2.) ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 2% CROSS-SLOPE.3.) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER CONVEYANCE CHANNELS, PIPES, ANDDETENTION FACILITIES AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.4.) COORDINATE WITH THE MUNICIPALITY DURING CONSTRUCTION.5.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED FORAPPROPRIATE PHASE.7.) CONSTRUCT EROSION CONTROL BARRIERS PER PLANS AND MAINTAIN UNTIL PERMANENT VEGETATION ISESTABLISHED.8.) THE CONTRACTOR SHALL RE-ESTABLISH ALL RIGHT OF WAY AREA WHICH IS DAMAGED OR DISTURBED TO ORIGINALCONDITIONS OR BETTER DURING AUTHORIZED WORK. ALL WORK IN NCDOT RIGHT OF WAY SHALL COMPLY WITHNCDOT SPECIFICATIONS.10.) MAXIMUM CUT SLOPE IS 1.5:1 AND MAXIMUM FILL SLOPE IS 2:1. ANY PROPOSED SLOPE > 2:1 SHALL BE PROPERLYDESIGNED AND CERTIFIED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER OR GEOLOGIST.CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL CONSULTANT AND PROVIDE COPIES OF THE DESIGNSAND CERTIFICATIONS AS NEEDED.11.) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/ORFENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.12.) ALL HDPE STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION WIRE AND TAPE.13.) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THECONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALSINCLUDING BUT NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS,UNDERBRUSH, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO95% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF THESE MATERIALS.15.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONSARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES. 24 HR. CONTACT: ALEXGOTHERMAN, PLA (828) 386-186617.) STORMWATER MANAGEMENT FACILITIES AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TOANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND OTHER APPROPRIATEORDINANCES AND REGULATIONS IN EFFECT AT TIME OF CONSTRUCTION PLAN APPROVAL.18.) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE EXISTING OVERHEAD POWERLINES. CONTRACTORS SHALL NOTIFY/COORDINATE WITH POWER COMPANY PRIOR TO CONSTRUCTION.PAVING, GRADING, &DRAINAGE PLANC-21" = 40'06/18/21EARTHWORK CALCULATIONSREQ'D CUT =+ 180 CYREQ'D FILL =- 250 CYADDITIONAL REQ'D FILL FOR SHRINKAGE, ETC. = - 50 CYADDITIONAL CUT FROM PAVEMENT BASE =+ 50 CYBALANCE:-70CYEARTHWORK NOTES:1.) A SHRINKAGE OF 15% WAS TO ACCOUNT FOR REMOVAL OF TOPSOIL,COMPACTION, ETC.2.) REQ'D CUT IS IN SITU CUT.3.) ANY SOIL MATERIAL TO BE TRANSPORTED OFFSITE SHALL BEEXPORTED TO A SPOIL SITE APPROVED BY THE GOVERNINGJURISDICTION.4.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALLQUANTITIES AND BID NUMBERS. THESE CALCULATIONS AREPROVIDED FOR REFERENCE ONLY.LIMITS OF CONSTRUCTIONLOCLOCN PROPOSED NCDOT PAVINGSCALE IN FEET804002040PROPOSED GRAVELPROPOSED ASPHALT SWALE58' OF 15"HDPE TO TIE-IN TO EXISTING INLETINV. IN = 729.00INV. OUT = 723.25PROPOSED ASPHALT SWALEPROPOSED INFILTRATIONSWALEEXISTING INLETPROPOSED INFILTRATION SWALETRANSITION ASPHALT SWALE TO RIP-RAP SWALEPROPOSED RIP-RAP SWALETRANSITION RIP-RAP SWALE TO INFILTRATION SWALEPROPOSED STANDARDDUTY ASPHALT
GARY GARDNER [phone]US-221 N HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:FILE NUMBER:XXX-XXXCAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess - 2211 COUNTY COMMENTS09/05/17NC WILDLIFERESOURCESCOMMISSIONxx/xx/21CIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONCONSTRUCTION DETAILSC-3.1NTSSTANDARD DUTY ASPHALT SWALENOT TO SCALE3EARTH2" ASPHALT SURFACEVARIES1'-0"1'-0"DEPTH VARIESFINISH GRADECOMPACTED DEPTH GRADEDAGGREGATE BASE COMPACTED TOAT LEAST 100% MODIFIEDPROCTOR MAXIMUM DRY DENSITYTOP 12" OF EXISTING SUB GRADECOMPACTED TO 98% STANDARDPROCTOR PROOFROLLING SHALL BEPERFORMED WITH AN AXLE OF NOLESS THAN 10 TONS.MIN. TRENCH WIDTH(SEE TABLE)4" FOR 12"-24" PIPE6" FOR 30"-60" PIPE6"MIN. COVER TORIGID PAVEMENT, HMIN. COVER TOFLEXIBLE PAVEMENT, HSPRINGLINEFINALBACKFILL60"30"54"48"42"36"18"24"15"12"96"56"88"80"72"64"39"48"34"30"PIPE DIAM.MIN. TRENCH WIDTH8"10"6"4"26"28"23"21"RECOMMENDED MINIMUM TRENCH WIDTHSINITIALBACKFILLHAUNCHBEDDINGSUITABLEFOUNDATIONHEAVY CONSTRUCTION(75T AXLE LOAD) *48"60"12"24"54" - 60"12" - 48"PIPE DIAM.SURFACE LIVE LOADING CONDITIONMINIMUM RECOMMENDED COVER BASED ON LOADING CONDITIONSH-25* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONALCOVERNOTES:1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARDPRACTICE FORUNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITYFLOW APPLICATIONS", LATEST ADDITION2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILLMATERIAL, WHEN REQUIRED.3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALLEXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLEMATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETIONOF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILEMATERIAL.4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALLPROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESSOTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONEEXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDEDOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BEINSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS ORLANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONALCOVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUMCOVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETERPIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OFRIGID PAVEMENT.HDPE PIPE INSTALLATIONNOT TO SCALE1NCDOT PAVEMENT MARKINGSNOT TO SCALE53' MIN6" CHECK DAM3' MIN3' MIN1' MIN.3:1 SIDE SLOPEMATCH EXISTING GRADE SEE LANDSCAPE PLANVEGETATED EARTHEN CHECK DAM NATIVE SOILSINFILTRATION SWALENOT TO SCALE2GEOTEXTILE FABRIC ANCHORED INACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS0.5'+/- 4'D50 = .5'SUBGRADE EXCAVATION (+/- 1')EXISTING GROUNDRIPRAP SWALENOT TO SCALE4
GARY GARDNER [phone]US-221 N HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:FILE NUMBER:XXX-XXXCAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess - 2211 COUNTY COMMENTS09/05/17NC WILDLIFERESOURCESCOMMISSIONxx/xx/21CIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONEDGE OF PAVEMENT OR WALK#4 GALVANIZED DOWELSPARKING STALLSTRIPINGSTANDARD PREFABRICATED WHEEL STOPAPPROX. 6" HIGH, 9" WIDE AND 7'-0" LONGPRECAST OF 3,500 PSI AIR-ENTRAINEDCONCRETE WITH CHAMFERED CORNERSAND DRAINAGE SLOTS ON THE UNDERSIDEDRAINAGE SLOTS(STANDARD PRECASTDIMENSION)COUNTER SINK GALV. DOWELS1" BELOW SURFACE OF CONCRETEFILL WITH GROUTR=2" CAST ORRUBBED14" PITCH OPTIONALNO. 4 BARS, 18" LONG(TWO PER GUARD)5/8"OR 3/4"HOLES5"MIN.
6"MAX.
2"MIN.
3"MAX.2"MIN.
3"MAX.8"MIN.9"MAX.4"MIN.5"MAX.2"MIN.3"MAX.7'12" ±2'EQUALEQUALWHEEL STOP DETAILNOT TO SCALE71R1-1 "STOP" SIGNNOT TO SCALECENTER "STOP" WITH CENTER OFSTOP BARUSE THIS DETAIL FOR INTERNAL PARKING AREA CIRCULATIONCONTROL.STOP BARS ADJACENT TO THE RIGHT OF WAY OR WITHIN A RIGHTOF WAY SHALL MEET THE LOCAL JURISDICTIONAL CRITERIA.4" DOUBLEYELLOW CENTERLINECONTINUE BAR TOEDGE OF PAVEMENTCURB, ISLAND OR EDGE OFPAVEMENTLCSTOPTHIS STRIPING CONDITION IS FOR PRIVATE ONSITE USE ONLY. REFER TO DOT SPECIFICATIONSOR ALTERNATE DETAILS FOR ROW AND DRIVE WAYAPPLICATIONSPAINT SHALL BE WHITE PERNCDOT SPECIFICATIONS12 DRIVEWAY30'
2'6"4'STOP BAR WITH STRIPE DETAILNOT TO SCALE6STANDARD DUTY PAVINGNOT TO SCALE3TOP 12" OF EXISTING SUBGRADE COMPACTED TO 98%STANDARD PROCTORPROOFROLLING SHALL BEPERFORMED WITH AN AXLEOF NO LESS THAN 10 TONS.2"6"12"6" ABC2" SF 9.5ACONSTRUCTION DETAILSC-3NTSMOUNT AT 7' TO BOTTOM OF SIGN ON BREAKAWAY POLENCDOT PAVING SPECNOT TO SCALE1.5" S 9.5BTACK COAT BETWEEN SURFACEAND BINDER COURSES.3.0" I 19.0B5" B 25.0BTOP 12" OF EXISTING SUB GRADECOMPACTED TO 98% STANDARDPROCTOR PROOFROLLING SHALL BEPERFORMED WITH AN AXLE OF NO LESSTHAN 10 TONS.1.5"3"5"12"NOTE:PAVING SHALL BE INACCORDANCE WITH THEQUALITY MANAGEMENTSYSTEM FOR ASPHALTPAVEMENTS4TOP 12" OF EXISTING SUBGRADE COMPACTED TO 98%STANDARD PROCTORPROOFROLLING SHALL BEPERFORMED WITH AN AXLEOF NO LESS THAN 10 TONS.6"12"6" ABCFILTER FABRIC(TURN UP AT EDGES)GRAVEL PAVINGNOT TO SCALE5CONCRETE SIDEWALK DETAIL (PRIVATE)NOT TO SCALE8PER PLAN14" PER FT. SLOPE4" 5000 PSI CONCRETEWITH FIBER REINFORCEMENT6" WASHED STONECOMPACTED SUBGRADE1.) EXPANSION JOINT WILL BE REQUIRED AT ALL CONSTRUCTION JOINTS, CURBS,& SIDEWALKS.2. ) CONTROL JOINTS TO BE AT 5' INTERVALS FOR SIDEWALK.POLE/WALL MOUNTED ACCESSIBLE PARKING SIGN (R7-8E)NOT TO SCALECHANNELEDSTEEL POSTGRADE VARIESRESERVEDCONCRETE FOOTING26"
5'-0" (MIN.)*7'-0" (MIN.)2'-0"6"1'-0"PARKINGMAXIMUMPENALTY$250GS 20-37.6VANACCESSIBLE6"12"12"NOTES;1) * SIGN TO BE MOUNTED A MIN. OF 7'-0" FROM GRADE IF ADJACENT TO PEDESTRIAN PATH.2) WHEN SIGN IS TO BE MOUNTED ON THE SIDE OF A BLDG., HEIGHTS ARE REGULATED AS STATED ABOVE.TYPICAL COLOR SCHEMEBACKGROUND - WHITELETTERING/BORDER - GREENARROW - GREENSYMBOL - WHITE ON BLUE FIELDCORNER RADIUS = 1-1/2" (TYP.)210'-0" [3048MM] MAX SPACINGB-1H-1H-2B-210'-0" [3048MM] MAX SPACINGB-1H-1H-2B-2CHAIN LINK FENCE DETAILNOT TO SCALE8
RAFFIC LANNING ANDTP D INC.ESIGN,
TITLE SHEET
SHEET
SHEET
SHEET 1
PREPARED BY:
DATE
PLAN PREPARATION
DESIGNER LK
COUNTY DISTRICT TOTAL SHEETS
REVISION
NUMBER
REVISIONS DATE BY
1
LENGTH
SECTION
IN COUNTY
221
42+00.00 45+50.00 350 0.0663
9/13/20211:20:01 PMFROM STA TO STA FT MI
lkujawa1:1TPD JOB #
DRAWINGS
FOR
CONSTRUCTION
OF
RIVER ACCESS DRIVEWAYS
RUTHERFORD COUNTY
5
RAFFIC LANNING ANDTP D INC.ESIGN,
Est. 1989
pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221 Plans\title sheet.dgnRFCO.00001
U.S. ROUTE --
RUTHERFORD
NC FIRM LICENSE #C-4448
ASHEVILLE, NC 28801
SUITE 40
80 CHARLOTTE STREET
DESIGN, INC.
TRAFFIC PLANNING &PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS
09/13/2021
CONSTRUCTION PLAN
ELEVATION AND DRAINAGE PLAN
TYPICAL SECTIONS AND PROFILES SHEET 4
RUTHERFORD --1
CITY/TOWN ROUTE DIVISION
13
DigitalGlobe
MAP DATA: 2021 GOOGLE
LOCATION MAP (NTS)
SITE
REVISED LK09/13/21
2
3
221
SHEET 5DETAILS
9/13/20211:20:14 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221 Plans\plan01.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221 OF 5
RUTHERFORD COUNTY ECONOMIC DEVELOPMENT CORPORATION
42 43 44 45 46 47 48 49
1SITE DRIVE0 50 FEET25
55 MPH POSTED SPEED LIMIT
55 MPH POSTED SPEED LIMIT
12.4'
1.6'
4"/BW
CONSTRUCTION PLAN
U.S.HIGHWAY N 221
U.S. HIGHWAY S 221
4"/W
150' RIGHT TURN LANE TAPER
LIMIT OF WORK
DISTRICT 1 DIVISION 13
RUTHERFOOD COUNTY
SR US 221
STA 42+00.00
DISTRICT 1 DIVISION 13
RUTHERFOOD COUNTY
SR US 221
STA 45+50.00
RUTHERFORD COUNTY ECONOMIC DEVELOPMENT CORPORATION
DB 2028 PG 3997
CONCRETE PAVEMENT, INCLUDING LONG AND SHORT LINES AND PAVEMENT MARKING LEGENDS.
AND SHORT LINES AND PAVEMENT MARKING LEGENDS. ALL PROPOSED PAVEMENT MARKINGS MUST BE EPOXY ON
ALL PROPOSED PAVEMENT MARKINGS MUST BE HOT THERMOPLASTIC ON BITUMINOUS PAVEMENT, INCLUDING LONG
PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS.
THE PERMITTEE USING AN ERADICATION METHOD APPROVED BY A PENNDOT FIELD REPRESENTATIVE. THE
ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY
COMPLY WITH THE FOLLOWING DOCUMENTS IN CONSTRUCTION:
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, US DEPARTMENT OF TRANSPORTATION, FHWA, 2009.
FURNISH AND INSTALL ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS AS INDICATED.
PROPOSED STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND
20.
IN ACCORDANCE WITH OSHA'S EXCAVATION STANDARD 29CFR PART 1926, SUBPART P.
ALL TRENCH OPERATIONS WITHIN THE LEGAL RIGHT-OF-WAY OF THE STATE HIGHWAY MUST BE CONDUCTED
THE EXISTING SPEED LIMIT ON
NCDOT ROADWAY STANDARD DRAWINGS DIVISION 11 APPLICABLE FIGURES.
MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH
STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AS AMENDED.
ALL WORK PERFORMED WITHIN THE STATE LEGAL RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH NCDOT ROADWAY
NCDOT ROADWAY DESIGN MANUAL
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, 2018
NCDOT ROADWAY STANDARD DRAWINGS
AASHTO POLICY ON THE GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2018
MAY BE ADJUSTED IN THE FIELD AS DEEMED NECESSARY BY AN NCDOT REPRESENTATIVE
PAVEMENT REPLACEMENT IS ADJACENT TO THE FULL-DEPTH PAVEMENT OF THE TRAVEL LANE. SAWCUT LOCATIONS
THE PERMITTEE'S CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE
12.
13.
14.
15.
16.
17.
18.
19.
21.
U.S. HIGHWAY 221 IS 55 MPH.
GENERAL NOTES
BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY THE DEPARTMENT.
TEMPORARY CONSTRUCTION EASEMENTS ARE REQUIRED ONLY UNTIL THE CONSTRUCTION WORK INDICATED
ARE TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY DEVIATIONS FROM THE PLAN INFORMATION.
LOCATIONS AND ELEVATIONS OF EXISTING UTILITY LINES AT PROPOSED CONNECTIONS. PERMITTEES
PRIOR TO THE START OF ANY UTILITY INSTALLATION, PERMITTEES ARE TO ACCURATELY FIELD MEASURE
APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL ALL WORK IS COMPLETED.
SCHEDULE AND CONDUCT ALL CONSTRUCTION TO MINIMIZE EROSION. PROVIDE AND MAINTAIN
UTILITIES FROM THE UTILITY COMPANIES OR BY TEST PITS PRIOR TO BEGINNING WORK.
PERMITTEE'S RESPONSIBILITY TO OBTAIN ACCURATE FIELD LOCATIONS OF ALL UNDERGROUND AND AERIAL
LOCATED WITHIN THE LIMITS OF WORK PRIOR TO COMMENCING CONSTRUCTION. IT IS FURTHER THE
IT IS THE PERMITTEE'S RESPONSIBILITY TO VERIFY ALL UTILITY COMPANIES AND RELATED FACILITIES
ALL SEEDING AND SOIL SUPPLEMENT PER NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, 2018.
SPECIFICATIONS FOR ROADS AND STRUCTURES, DATED 2018, OR AS AMENDED.
THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS NCDOT STANDARD
THIS PROJECT IS SUBJECT TO INSPECTION BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
CONFLICTING UTILITIES WHICH ARE THE RESULT OF THESE IMPROVEMENTS.
CURRENT APPLICATION CRITERIA. PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY
ALL DRAINAGE PIPES ARE TO BE IN ACCORDANCE WITH NCDOT ROADWAY DESIGN MANUAL, PART 1 AND
RELOCATION PERMIT.
RELOCATED POSITIONS ARE TO BE CONSIDERED APPROXIMATE AND ARE SUBJECT TO THE UTILITY POLE
THE PAVED AREAS AND SHOULDERS ACCORDING TO NCDOT UTILITIES ACCOMMODATION MANUALS. THE
ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED PAVING AREA ARE RELOCATED OUTSIDE OF
BEFORE THE START OF ANY PAVING OPERATIONS, THE DEVELOPER (PERMITTEE) IS RESPONSIBLE FOR
INACCURACIES OR NECESSARY REVISIONS THAT MAY RESULT FROM THE VERIFICATION OF EXISTING CONDITIONS.
WITH THE ACTUAL CONDITIONS. TRAFFIC PLANNING AND DESIGN, INC., IS NOT RESPONSIBLE FOR ANY
JUDGMENT SHOULD BE EXERCISED DURING CONSTRUCTION TO ASSURE THAT THE DESIGN IS COMPATIBLE
ALL EXISTING INFORMATION FOR ACCURACY WITH THE APPROVED HOP PLANS FOR THIS PROJECT. SOUND
ACTUAL FIELD CONDITIONS DETERMINED LATER MAY VARY. THE PERMITTEE AND CONTRACTOR SHALL VERIFY
THE INFORMATION AND DATA UTILIZED AS EXISTING SURVEY IS DERIVED FROM
THESE PLANS ARE BASED ON INFORMATION AVAILABLE AT THE TIME THEY WERE PREPARED.
DESTINATION BY DESIGN.
WORK TO HAVE ALL UNDERGROUND UTILITIES MARKED IN THE WORK AREA.
ACCOMMODATION MANUALS. THE PERMITTEE SHALL CONTACT NC 811 BEFORE EXCAVATION OR DEMOLITION
TO BE NOTIFIED, AND MEASURES TAKEN TO PROTECT LINES IN ACCORDANCE WITH NCDOT UTILITIES
CONSTRUCTION. ALL UTILITY SERVICES WITHIN THE LIMITS OF WORK ARE TO BE LOCATED, THE USER
THE LOCATION OF ALL UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED IN THE FIELD PRIOR TO
1.
2.
3.
4.
5.
6.
7.
8
9.
10.
11.
LIMIT OF WORK
TURN LANE
50' RIGHT
5.4'MIN
OFF 11.96' RT
STA 42+56.58
OF EXISTING 4"/W
BEGIN ERADICATION
10.8'
- PROPOSED FULL DEPTH PAVEMENT
TBR - TO BE REMOVED
UNDERGROUND GAS LINE
APPROXIMATE LOCATION OF
EXISTING INLET TBR
EXISTING 12" CMP TBR
EXISTING INLET TBR
OFF 11.73' RT
STA 45+27.94
OF EXISTING 4"/W
END ERADICATION
12.3'
12'
8'
4"/W
4"/W
EXISTING DRIVEWAY TBR
EXISTING RUMBLE STRIPS TBR
PROPOSED FULL DEPTH PAVEMENT
PROPOSED EDGE OF ROAD
EXISTING FENCE TBR
2
NCDOT LEGAL RIGHT-OF-WAY
R=30'
R=15'
4"/Y
NCDOT LEGAL RIGHT-OF-WAY
NCDOT LEGAL RIGHT-OF-WAY
R=35'
PROPOSED 12" CMP
R=25'
10'
A
B
BA C
C
24"/W
24"X18"
R1-2AP
ONCOMING
TO
TRAFFIC
36"X36"
R1-2
YIELD
30"X30"
R1-1
STOP
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.
LOCATION PER PLAN
EX GAS LINE APPOX
LOCATION PER PLAN
EX GAS LINE APPOX 730725
725
715
715
720
710
710
705
705
700
720735735
740
745
750745740735740745
9/13/20211:20:30 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221 Plans\elevation01.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221 OF 5
SWINV = 722.29'TOP = 727.07'DINE
INV = 723.25'
TOP = 726.97'
DI15" RCPINV = 733.99'18" RCPINV = 722.14'RUTHERFORD COUNTY ECONOMIC DEVELOPMENT CORPORATION
DB 2028 PG 3997
42 43 44 45 46 47 48 49
1SITE DRIVE3
ELEVATION AND DRAINAGE PLAN
55 MPH POSTED SPEED LIMIT
U.S HIGHWAY S 221
55 MPH POSTED SPEED LIMIT
U.S.HIGHWAY N 221
0 50 FEET25
NCDOT LEGAL RIGHT-OF-WAY
NCDOT LEGAL RIGHT-OF-WAY
NCDOT LEGAL RIGHT-OF-WAY
PROPOSED 15" HDPE
INV=729.00
INV (15" HDPE)=723.25
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.730725720715710705700738737736734733732731740739741742743744
9/13/20211:20:45 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221 Plans\profiles01.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221 OF 5
710
715
720
725
730
735
740740
0 1 2
+25+50+75+25+50+75731.43730.71728.63725.95721.57716.30711.89745
750
731.95%20.12ELEV 731.44STA 00+23.60EXST EDGE OF ROADELEV 731.55STA 00+26.21PROP EDGE OF ROADELEV=731.00
STA 00+45.98
TIE INTO SITE
ELEV=731.55
STA 00+26.21
GRADE BREAK 731.3815.17
%12.
97
%10.00%9.10%4
.04
%
1.93%
1.53%
1.53%
INV=729.67
(TO BE REMOVED)
EXISTING 12" CMP
2.78%
DATUM 705
U.S. 221
CONSTRUCTION
(U.S. ROUTE 221)
@ STA 45+00.00 RT
SITE DRIVE
MATCH EXISTING DEPTHS
IF EXISTING MATERIAL DEPTHS ARE GREATER IN FIELD, *
1
2
3
4
TYPICAL SECTIONS AND PROFILES
0 25 50 FEET
10 FEET50
HORIZONTAL
VERTICAL
SCALE
3-30 M ESALS
9.5mm, PG 70-22, S9.5C SURFACE COVER,
2" SUPERPAVE VOLUMETRIC ASPHALT MIXTURE DESIGN,
3-30 M ESALS
19mm, PG 64-22, I19.0C BINDER COURSE,
3" SUPERPAVE VOLUMETRIC ASPHALT MIXTURE DESIGN,
>3 M ESALS
25mm, PG 64-22, B25.0C BASE COURSE,
5" SUPERPAVE VOLUMETRIC ASPHALT MIXTURE DESIGN,
2
1
CONSTR SR 0202
8' SHOULDER
0' TO 12'
TAPER VARIES
RIGHT TURN LANE
RIGHT TURN LANE &
11.8' TO 12.3'
THRU LANE VARIES
1.53% TO 2.48%
SLOPE VARIES
1.53% TO 2.48%
EXISTING SLOPE
MATCH
12.3' TO 12.4'
THRU LANE VARIES
1.6' TO 1.8'
SHOULDER VARIES
SLOPE VARIES
3EXISTING REINFORCED CEMENT CONCRETE, 9" DEPTH
TYPICAL SECTION (NTS)
STA 42+24.07 TO 44+56.58
U.S. ROUTE 221
L
2
1
3
CONSTR C DRIVEWAY
2:15:1
1.00% TO 4.37%
SLOPE VARIES
1.00% TO 3.46%
SLOPE VARIES
17.9' TO 43.9'
INGRESS LANE VARIES
15.1' TO 27.9'
EGRESS LANE VARIES
TYPICAL SECTION (NTS)
STA 45+00.00 (U.S. HIGHWAY 221)
STA 00+26.21 TO STA 00+45.98
U.S. 221 SITE DRIVE
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.
9/13/20211:20:49 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221 Plans\details01.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221 OF 5
DETAILS
5
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.
S2
3
4'-2 3/8 "1'-2 3/8 "1'-0"
5'-0" TYP. MAX. 1'-0"VARI
ES- CORDI
NATED WI
TH SI
TE3'-2 3/8 " (SCH.40), TYP.
PIPE 1-1/4 STD.
RAIL TUBE
HSS2X2X1/4
VARI
ES- CORDI
NATE WI
TH SI
TES2
4
(SP #2)
SLIDE RAIL
4X6 P.T.3'-0"PIPE 1-1/4 STD. (SCH.40) RAIL PIPE
6"2"1" TYP.TYP.8"STEEL PLATE
3/8" THICK
6" IN EPOXY, TYP.
ANCHOR EMBEDDED
5/8"Ø SS ALL TRHEAD
6"
RAIL TUBE
HSS2X2X1/4
SLIDE RAIL, TYP.
SP #2 4X6 P.T.
IN RAIL, TYP.
COUNTERSUNK 1/2"
NOLT WITH HEAD
1/2"Ø SS CARRIAGE
IN EPOXY
ANCHOR EMBEDED 6"
5/8"Ø SS ALL THREAD
STEEL PLATE
3/8" THICK
1"2"6"TYP.3/16
A
A
.VARIESSLOPE OR SITEWITH STAIR CORDINATE Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCAND RAIL DETAILSCOVER, GENERAL NOTES, SHEET NUMBER FIRM LICENSE No. P-1357S11REVISIONSDATENo.23SHEET INDEX
VICINITY MAP
S1 COVER, GENERAL NOTES, AND RAIL DETAILS
S2 221A SITE CONCRETE STAIR PLAN AND SECTION
ABBREVIATIONS
AB.ANCHOR BOLT
AFF.ABOVE FINISH FLOOR
ARCHITECTURAL, ARCHITECT
AFG.ABOVE FINISH GRADE
ARCH.
CENTER LINE
B/O BY OTHERS
CL.
CONTROL JOINT
CLR.CLEAR
C.J.
CONNECTION, CONNECT
CMU CONCRETE MASONRY UNIT
CONN.
DOUGLAS FIR
CONT.CONTINUOUS
D.F.
DRAWING, DRAWINGS
D.J.DOUBLE JOIST
DWG
EQUAL
ENG.ENGINEER, ENGINEERING
EQ.
FOUNDATION
FC COMPRESSIVE STRENGTH STRESS
FDN
GENERAL CONTRACTOR
F.Y.YIELD STRESS
G.C.
GRADE
G.N.GENERAL NOTES
GR.
H.T.HEAVY TIMBER
MAXIMUM
MAIN LEVEL
MIN.MINIMUM
M.L.
NOT TO SCALE
K.O.KNOCK-OUT
N.T.S.
OUTSIDE DIAMETER
O/C ON CENTER
O.D.
POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
PSI
SLAB-ON-GRADE
REINF.REINFORCEMENT, REINFORCING
S.O.G.
STANDARD
S.P.SOUTHERN PINE
STD.
TO BE DECIDED
S.T.T.SIMPSON STRONG TIE
T.B.D.
TYPICAL
T.O.TOP OF
TYP.
UNLESS NOTED OTHERWISE
U.L.UPPER LEVEL
U.N.O.
WITH
W.W.F.WELDED WIRE FABRIC
W/
Ø DIAMETER
L.L.LOWER LEVEL
MAX.
S3 221 SITE CONCRETE STAIR PLAN AND SECTION
----
----
----
----
----
----
----FORSTRUCTURAL DRAWINGSDESTINATION BY DESIGNATRIVER ACCESS STAIRS AND LAUNCHAND 221A (2 LOCATIONS)BROAD RIVER ACCESSES ON HWY 221 RUTHERFORD COUNTY, NCAS NOTEDSCALE: 3014PROJECT No.BPMAPPROVED BY:BPMREVIEWED BY:GTDRAWN BY:9.10.2021DATE:SOIL FOUNDATION NOTES
ELEVATION.
LIFTS OF No. 57 STONE COMPACTED TO 95% OF THE DRY DENSITY UP TO SUB-GRADE
PLACING THE VAPOR BARRIER: EXCAVATE AND REPLACE UNSUITABLE SOILS WITH UNIFORM
AREAS OF EXCAVATION MAY BE NECESSARY TO REMOVE UNSUITABLE MATERIALS PRIOR TO 9.
PLACEMENT OF THE FLOOR INSULATION AND ANY CONCRETE SLAB-ON-GRADE.
A 6 MIL VAPOR BARRIER IS TO BE PLACED OVER THE ENTIRETY OF THE SUB-BASE, PRIOR TO 8.
STONE IS TO BE PLACED PRIOR TO ANY CONCRETE SLAB-ON-GRADE.
A UNIFORM 8-IN. LIFT OF SUB-BASE, No. 57 STONE OR AN ENGINEERED APPROVED ALTERNATE 7.
THE PLACEMENT OF THE FOOTING DRAIN.
WITH UNIFORM LIFTS OF SUITABLE SOILS COMPACTED TO 95% OF THE DRY DENSITY BEYOND
STONE OR No. 57 STONE IN UNIFORM LIFTS. EXTERIOR OF THE FOOTING MAY BE BACKFILLED
ONCE THE FOOTINGS ARE ABLE TO HANDLE LATERAL LOADING, BACKFILL WITH ENGINEERED 6.
LIFTS OF No. 57 STONE AS NEEDED, COMPACTED TO 95% OF THE DRY DENSITY.
SATURATION. CARE IS TO BE TAKEN TO REMOVE AND REPLACE BEARING SOILS WITH UNIFORM
BEARING SOILS FROM DISTURBANCE AND DAMAGE DURING CONSTRUCTION AND FROM OVER-
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING FOUNDATION 5.
NOT LESS THAN 24-INCHES.
FOOTINGS ARE TO BE PLACED WITH A MINIMUM DEPTH FROM FINISHED GRADE TO BEARING OF 4.
SOILS SHALL BE DETERMINED TO HAVE 2,000-PSF NET ALLOWABLE BEARING CAPACITY.3.
SATURATE THE FOUNDATION SUB-GRADE.
BUCKETS MAY ALLOW BEARING SOILS TO PERFORM INEFFECTIVELY AND ALLOW WATER TO
USE OF A SMOOTH EDGE BUCKET IS RECOMMENDED TO EXCAVATE FOR FOOTINGS. TOOTHED 2.
DENSITY TO RE-ESTABLISH FOOTING SUB-GRADE.
DEPTH. BACKFILL USING No. 57 STONE IN UNIFORM LIFTS COMPACTED TO 95% OF THE DRY
ANY OVER-EXCAVATION OF UNSUITABLE MATERIALS MAY BE NECESSARY BELOW FOOTING
EXCAVATION OF THE FOOTINGS ARE TO THE DEPTHS REQUIRED AND INDICATED ON PLANS. 1.
CONCRETE NOTES
309R-05.
CONCRETE SHALL BE CONSOLIDATED USING CONCRETE VIBRATOR IN ACCORDANCE WITH 14.
1.5" ELSEWHERE, U.N.O.
REINFORCEMENT COVER SHALL BE 3" WHEN POURED ADJACENT TO GROUND SURFACE AND 13.
NOTED.
REINFORCEMENT LAP SPLICES SHALL BE 44 TIMES THE BAR DIAMETER UNLESS OTHERWISE 12.
TOLERANCE. AIR ENTRAINMENT SHALL COMPLY WITH ASTM C260.
CONCRETE SHALL BE AIR ENTRAINED WITH 6% AVERAGE AIR CONTENT WITH A 1.5% 11.
ROLLS, U.N.O.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND BE SUPPLIED IN SHEETS, NOT 10.
REINFORCING BARS SHALL BE DEFORMED AND CONFORMING TO ASTM A615, GRADE 60. 9.
LUMPS OR OTHER DELETERIOUS SUBSTANCES.
CONCRETE AGGREGATES SHALL COMPLY WITH ASTM C33 AND SHALL BE FREE OF CLAY, FOAM, 8.
THE MAX AGGREGATE SIZE SHALL BE 3/4".7.
MAXIMUM SLUMP = 4" PLUS OR MINUS 1".6.
COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.
CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL DEVELOP A MINIMUM 5.
MINIMUM CEMENT CONTENT = 500 LBS PER CUBIC YARD.4.
MIX DESIGN SHALL BE IN ACCORDANCE WITH ACI 318 (CURRENT EDITION).3.
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (LATEST EDITION).
REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN COMPLIANCE WITH ACI 315 2.
SLAB CONSTRUCTION" (LATEST EDITION).
REINFORCED CONCRETE" (LATEST EDITION), AND ACI 302"GUIDE FOR CONCRETE FLOOR AND
CONCRETE FOR BUILDINGS" (LATEST EDITION), ACI 318 "BUILDING CODE REQUIREMENTS FOR
CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL 1.
PLANS AND DETAILS MAY BE REQUIRED TO COMPLETE ASSEMBLY.
SPECIFIC TO ITEMS INDICATED IN DETAILS. COORDINATION WITH VIEWS OF OTHER SECTIONS,
SECTIONS AND DETAILS ARE NOT COMPLETE REPRESENTATIONS OF CONDITIONS BUT ARE
TRADES, DISCIPLINES AND ALL SECTIONS AND DETAILS WITHIN STRUCTURAL DOCUMENTS. ALL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL DETAILS WITH OTHER
SIMILAR CONDITIONS OF BUILDING EVEN IF NO SECTION CUT IS INDICATED AT A SIMILAR
SECTIONS AND DETAILS SHOWN AT LOCATIONS INDICATED ON PLAN ARE TYPICAL FOR OTHER 13.
REQUIRED BY CODE AND LOCAL BUILDING INSPECTOR.
APPLY TERMITE TREATMENT TO GROUND SURFACES WITHIN THE DEFINED SCOPE OF WORK AS 12.
NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT 11.
BEFORE PROCEEDING WITH THE WORK.
NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, AND RESOLVED
OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS, 10.
COMPLETE.
STABILIZE NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS
GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO 9.
FOUNDATION LAYOUT AND FABRICATION OF ANY STRUCTURAL MEMBERS.
CONTRACTOR SHALL COORDINATE ALL DIMENSIONS WITH CIVIL DRAWINGS PRIOR TO 8.
CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT.
ALL PADS, DEPRESSIONS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, ETC. TO BE SET OR
CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE, LOCATION, TYPE, AND DIRECTION OF 7.
STRINGENT REQUIREMENT SHALL GOVERN.
SOCIETY CODE AND ALL APPLICABLE ASTM STANDARDS, IN CASES OF CONFLICT, THE MOST
BUILDING CODE, THE AISC CODE, THE ACI BUILDING CODE (ACI 318), THE AMERICAN WELDING
ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE NORTH CAROLINA STATE 6.
DISCIPLINES.
CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER 5.
AS REQUIRED AND REPORT ANY INACCURACIES TO THE ENGINEER.
CONTRACTOR SHALL CHECK AND VERIFY GIVEN DIMENSIONS, TAKE ADDITIONAL DIMENSIONS 4.
WITH THE ACTUAL CONDITIONS OF THE SITE.
CONTRACTOR SHALL MAKE A CAREFUL INSPECTION OF THE SITE TO FAMILIARIZE HIM/HERSELF 3.
THE CONTRACTOR SHALL COORDINATE HIS WORK ACTIVITIES WITH THE OWNER.2.
UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING 1.
GROUND LINE. NO FOOTINGS SHALL BE CAST ON FILL MATERIAL.
ALL BOTTOM OF FOOTINGS SHALL BE CAST A MINIMUM OF 2-FEET BELOW ORIGINALO
ASSUMED GROUND BEARING CAPACITY 2-FT BELOW GRADE: 2,000 PSFO
EXPOSURE CATEGORY = CO
BASE WIND VELOCITY = 90 MPHO
ULTIMATE WIND VELOCITY = 115 MPHO
GROUND SNOW LOAD = 20 PSFO
DEAD LOAD = MATERIAL HEIGHT O
LIVE LOAD - FLOOR = 100 PSFO
DESIGN LOADS3.
ASCE 7-102.
2018 NORTH CAROLINA STATE BUILDING CODE: 1.
GENERAL NOTES
DESIGN CRITERIA STRUCTURAL STEEL
PRIMER.
ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF FABRICATORS STANDARD SHOP 8.
FABRICATED TO FABRICATOR.
DO NOT MODIFY STRUCTURAL STEEL IN FIELD. RETURN ANY STEEL NOT PROPERLY DETAILED OR 7.
ALL STRUCTURAL STEEL SHALL BE FABRICATED IN SHOP.6.
CONFORMANCE WITH LATEST EDITION OF A.W.S. D1.1.
ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING MATCHING WELD METAL IN 5.
COMPLETELY FILLED WITH SOLID MASONRY AND/OR GROUT.
IN FULL BEDS OF NON-SHRINK GROUT. ALL POCKETS FOR COLUMNS AND BEAMS MUST BE
CONNECTING WORK, PRE-SET BY TEMPLATES OR SIMILAR METHODS. ALL PLATES SHALL BE SET
ANCHOR BOLTS, BASE PLATES AND BEARING PLATES SHALL BE LOCATED AND BUILT INTO 4.
USED, UNLESS NOTED OTHERWISE.
EXCEPT IN BASE PLATES SHALL BE 1/16 INCH LARGER IN DIAMETER THAN THE NORMAL SIZE BOLT
BOLTED CONNECTIONS TO USE A 325X BOLTS, UNLESS NOTED OTHERWISE,BOLT HOLES IN STEEL 3.
SHALL BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED.
WELD LENGTH SCALED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE
AMERICAN WELDING SOCIETY'SCODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1).
UNLESS NOTED OTHERWISE. ALL WELDS SHALL BE PREQUALIFIED IN CONFORMITY WITH THE
SHOP AND FIELD WELDS TO USE E70XX ELECTRODES. MINIMUM FILLET WELD SIZE TO BE 3/16", 2.
(FY = 35 KSI)ASTM A53, GR. B.PIPEE.
(FY = 42 KSI)ASTM A500. GR. B.HSS-ROUNDD.
(FY = 46 KSI)ASTM A500, GR. B.HSS-RECTANGULARC.
(FY = 36 KSI)ASTM A36ANGLE, CHANNEL, & PLATEB.
(FY = 50 KSI)ASTM A992W-SECTIONA.
ASTM STANDARDS:
ALL STEEL SECTIONS SHALL BE PRODUCED DOMESTICALLY AND CONFORM TO THE FOLLOWING 1.
PER SPIB RULES; No. 3 GRADE LUMBER NOT ALLOWED IN ANY TRUSS MEMBER.
OR BETTER; GRADE FOR WEB MEMBERS - No. 2 OR BETTER; SPECIES: SOUTHERN PINE GRADED
WEB MEMBERS OF THE FOLLOWING GRADE AND SPECIES: GRADE FOR CHORD MEMBERS - No. 2
GRADE AND SPECIES: PROVIDE VISUALLY GRADED DIMENSION LUMBER FOR TRUSS CHORD AND -
PROVIDE DRY LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT AT TIME OF DRESSING.-
FOR MOISTURE CONTENT SPECIFIED, TO COMPLY WITH REQUIREMENTS INDICATED BELOW:
PROVIDE DRESSED LUMBER, S4S, MANUFACTURED TO ACTUAL SIZES REQUIRED BY DOC PS 20 3.
IDENTIFYING AGENCY, GRADE, SPECIES, MOISTURE CONTENT AT TIME OF SURFACING AND MILL.
AND INSPECTION AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS
GRADE STAMPS: PROVIDE LUMBER WITH EACH PIECE FACTORY MARKED WITH GRADE STAMPS OF 2.
OF REVIEW.
AND WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY ALSC'S BOARD
LUMBER STANDARDS: COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD" 1.
DIMENSIONAL LUMBER
WOOD-PRESERVATIVE-TREATED MATERIALS
WITH EARTH.
WOOD FLOOR PLATES THAT ARE INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT O
WOOD FRAMING MEMBERS LESS THAN 18 INCHES ABOVE GRADE.O
CONTACT WITH MASONRY OR CONCRETE.
WOOD SILLS, SLEEPERS, BLOCKING, FURRING, STRIPPING, AND SIMILAR CONCEALED MEMBERS IN O
WATERPROOFING.
SIMILAR MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND
WOOD CANTS, NAILERS, CURBS, EQUIPMENT SUPPORT BASES, BLOCKING, STRIPPING, AND O
APPLICATION: TREAT ITEMS INDICATED ON DRAWINGS, AND THE FOLLOWING:7.
BACK OF EACH PIECE.
FOR EXPOSED LUMBER INDICATED TO RECEIVE A STAINED OR NATURAL FINISH, MARK END OR 6.
APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW.
MARK EACH TREATED ITEM WITH THE TREATMENT QUALITY MARK OF AN INSPECTION AGENCY 5.
DOES NOT COMPLY WITH REQUIREMENTS FOR UNTREATED MATERIAL.
FOR LUMBER AND 15 PERCENT FOR PLYWOOD. DO NOT USE MATERIAL THAT IS WARPED OR
KILN-DRY MATERIAL AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT 4.
OTHERWISE ADVERSELY AFFECT FINISHES.
FORMULATIONS THAT DO NOT REQUIRE INCISING, CONTAIN COLORANTS, BLEED THROUGH, OR
FOR EXPOSED ITEMS INDICATED TO RECEIVE A STAINED OR NATURAL FINISH, USE CHEMICAL 3.
COPPER AZOLE, TYPE A (CBA-A).O
AMMONIACAL COPPER CITRATE (CC).O
AMMONIACAL, OR AMINE, COPPER QUAT (ACQ).O
AMMONIACAL COPPER ZINC ARSENATE (ACZA).O
CHROMATED COPPER ARSENATE (CCA).O
THE FOLLOWING:
PRESERVATIVE CHEMICALS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND ONE OF 2.
WITH INORGANIC BORON (SBX).
CONTINUOUSLY PROTECTED FROM LIQUID WATER MAY BE TREATED ACCORDING TO AWPA C31
(PLYWOOD), EXCEPT THAT LUMBER THAT IS NOT IN CONTACT WITH THE GROUND AND IS
PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA C2 (LUMBER) AND AWPA C9 1.
S1
1 TYPICAL HANDRAIL ELEVATION
SCALE: 1/2" = 1'-0"
S1
2 TYPICAL BOAT SLIDE ELEVATION
SCALE: 1/2" = 1'-0"
S1
3 TYPICAL HANDRAIL CONNECTION
SCALE: 3" = 1'-0"S1
4 TYPICAL BOAT SLIDE RAIL POST
SCALE: 2" = 1'-0"
SECTION A-A
SCALE: 3" = 1'-0"
EPOXY ADHESIVE ANCHORS
PLANS.
EPOXY ADHESIVES ANCHORS ARE NOT TO BE USED EXCEPT WHERE SPECIFICALLY INDICATED ON 9.
DOWELS MUST REMAIN UNDISTURBED DURING THIS SETTING PERIOD.
MANUFACTURER PRIOR TO APPLICATION OF ANY LOAD AND ANCHOR BOLTS OR REBAR
EPOXY ADHESIVES MUST BE ALLOWED THE FULL CURE TIME AS SPECIFIED BY THE 8.
EPOXY ADHESIVE SHOULD NOT BE INSTALLED IN CONCRETE WHICH IS LESS THAN 7 DAYS OLD.7.
OIL FREE COMPRESSED AIR PRIOR TO EPOXY INSTALLATION.
DRILLED HOLES SHOULD BE KEPT DRY AND ANY STANDING WATER MUST BE BLOWN OUT WITH 6.
THE HOLE, BRUSHING THE HOLE CLEAN, AND THEN BLOWING AGAIN.
AND OIL FREE COMPRESSED AIR. CORRECT PROCEDURE INVOLVES BLOWING THE DUST OUT OF
CONCRETE DUST SHALL BE REMOVED FROM ALL DRILLED HOLES BY USE OF A NYLON BRUSH 5.
ALL EPOXY ANCHOR BOLTS AND REBAR DOWELS SHOULD BE CLEAN AND OIL FREE.4.
ASTM A307
ALL OTHER APPLICATIONS, U.N.O.B.
ASTM F1554, GR 36
ANCHOR BOLTS INTO FOUNDATIONA.
TO THE FOLLOWING ASTM STANDARDS:
ALL EPOXY ANCHOR BOLTS TO BE SIZED AS SHOWN IN NOTES/DETAILS AND SHALL CONFORM 3.
SPECIFICATIONS AND INSTRUCTIONS.
EPOXY ADHESIVES TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2.
NOTED OTHERWISE.
ALL EPOXY SHALL BE SIMPSON BRAND "SET" EPOXY SYSTEM, OR APPROVED EQUAL, UNLESS 1.FOR REVIEW - NOT FOR CONSTRUCTION
6'-2"16'-0"±6'-6"7'-6 1/16 "±
2
S2
BLOCK MATT
CONCRETE
OR FORM, TYP.
LANDING EDGE
P.T. 6X6
MITER CUT
REBAR 28" INTO SLAB
EXTENDED STAIRS
EDGE OR FORM
P.T. 6X6 LANDING
NC WILDLIFE STANDARD
BASE IN ACCORDANCE WITH
CRUSHED STONE/ROCK
RIVER BED
REBAR 28" INTO SLAB
EXTENDED STAIRS 6"TYP.
12" O/C, EACH WAY,
#4 REBAR SPACED AT
6'-0"24'-1"±8'-6"±24"
MIN. LAP, TYP.
8'-6"
T.O. LANDING
0'-0"
T.O. LANDING4 1/16 "8" TYP.TYP.3"4'-0"CLR
SPACED AT 12" O/C
#4 HORIZ. REBAR
#5 VERT. REBAR
7'-6 1/16 "±16'-0"6'-2"
7'-0"2'-0"7'-0"
CONCRETE STAIRS
24" LAP VERT. REBAR
SPACED AT 12" O/C
#4 HORIZ. REBAR MI
N. LAP, TYP.2'-0"3" CLR.6" MIN.ELEV. 672.75 ELEV. 664.25
Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCPLAN AND SECTION221A SITE CONCRETE STAIRSHEET NUMBER FIRM LICENSE No. P-1357S21REVISIONSDATENo.23FORSTRUCTURAL DRAWINGSDESTINATION BY DESIGNATRIVER ACCESS STAIRS AND LAUNCHAND 221A (2 LOCATIONS)BROAD RIVER ACCESSES ON HWY 221 RUTHERFORD COUNTY, NCS2
2 CONCRETE STAIR SECTION
SCALE: 1/2" = 1'-0"AS NOTEDSCALE: 3014PROJECT No.BPMAPPROVED BY:BPMREVIEWED BY:GTDRAWN BY:9.10.2021DATE:S2
1 CONCRETE STAIR PLAN
SCALE: 1/2" = 1'-0"FOR REVIEW - NOT FOR CONSTRUCTION
33'-6"±6'-6"5'-0"
2
S2
OR FORM, TYP.
LANDING EDGE
P.T. 6X6
MITER CUT
122°±30'-0"6'-0"6"24"6"RIVER BED
STANDARD
WITH NC WILDLIFE
BASE IN ACCORDANCE
CRUSHED STONE/ROCK
MIN. LAP, TYP.
REBAR 28" INTO SLAB
EXTENDED STAIRS
EDGE OR FORM
P.T. 6X6 LANDING 13'-6"±SPACED AT 12" O/C
#4 HORIZ. REBAR
#5 VERT. REBAR
3"
CLR
24" LAP VERT. REBAR
M
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N. LAP, TYP.2'-0"4'-0"CONCRETE STAIRS
SPACED AT 12" O/C
#4 HORIZ. REBAR 6" MIN.REBAR 28" INTO SLAB
EXTENDED STAIRS
TYP.
12" O/C, EACH WAY,
#4 REBAR SPACED AT
6'-2"
RADIUS PER SITE
0'-0"
T.O. LANDING
13'-6"
T.O. LANDING
4 1/2 "11 1/2 " TYP.4 1/2 "11"TYP.3" CLR.15'-9"2'-0"15'-9"
6'-2"33'-6"5'-0"±
ELEV. 686.00
ELEV. 673.00ELEV. 686.50 Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCPLAN AND SECTION221 SITE CONCRETE STAIRSHEET NUMBER FIRM LICENSE No. P-1357S31REVISIONSDATENo.23FORSTRUCTURAL DRAWINGSDESTINATION BY DESIGNATRIVER ACCESS STAIRS AND LAUNCHAND 221A (2 LOCATIONS)BROAD RIVER ACCESSES ON HWY 221 RUTHERFORD COUNTY, NCS3
2 CONCRETE STAIR SECTION
SCALE: 1/2" = 1'-0"AS NOTEDSCALE: 3014PROJECT No.BPMAPPROVED BY:BPMREVIEWED BY:GTDRAWN BY:9.10.2021DATE:S3
1 CONCRETE STAIR PLAN
SCALE: 1/2" = 1'-0"FOR REVIEW - NOT FOR CONSTRUCTION
PREPARED BY:DESTINATION BY DESIGN STUDIOS, PLLC09/14/21US-HWY 221A N | FOREST CITY | RUTHERFORD COUNTY | NC | 2804324 HR CONTACT: ALEX GOTHERMAN, PLA(828) 386-1866136 FURMAN RD. SUITE 6BOONE, NC 28607(828) 386-1866SITEPROJECT DIRECTORYRUTHERFORD COUNTY289 N. MAIN ST.RUTHERFORDTON, NC 28139(828)287-6060CONTACT: STEVE GARRISONLANDSCAPE ARCHITECT/ PROJECT MANAGERDESTINATION BY DESIGN STUDIOS, PLLC.136 FURMAN RD. SUITE 6BOONE, NC 28607(828)386-1866CONTACT: MR. ALEX GOTHERMAN, PLACIVIL ENGINEERDESTINATION BY DESIGN ENGINEERING136 FURMAN RD. SUITE 6BOONE, NC 28607(828)386-1866CONTACT: MR. JASON GASTON, P.E.STRUCTURAL ENGINEERARETÉ ENGINEERS, PLLC.7668 VALLEY BLVD.BLOWING ROCK, NC 28607(828)434-0587CONTACT: MR. BRIAN MULLIN, P.E.,CBSITRAFFIC ENGINEERTRAFFIC PLANNING AND DESIGN, INC80 Charlotte Street, Suite 40Asheville, NC 28801(828)575-0133CONTACT: MR. COLIN KINTON, P.E.,CBSIBroad RiverPaddle Access 221ACONSTRUCTION DOCUMENTSSHEET INDEXG-1 COVER SHEETV-1 SURVEYC-0 DEMOLITION PLANC-1 SITE PLANC-2 PAVING, GRADING & DRAINAGE PLANC-3 CONSTRUCTION DETAILSVICINITY MAP : NOT TO SCALESHEET INDEX1 TITLE SHEET2 CONSTRUCTION PLAN3 ELEVATION AND DRAINAGE PLAN4 TYPICAL SECTIONS AND PROFILES5-7 DETAILSCIVIL ENGINEERTRAFFIC ENGINEERSTRUCTURAL ENGINEERS-1 COVER, GENERAL NOTES, AND RAIL DETAILSS-2 PLAN AND SECTION
BROAD RIVERLOCLOCLOCLOC
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LOCLOCSTEVE GARRISON [phone]US-221A HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess -221ARUTHERFORDCOUNTYCIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONASPHALT/GRAVEL/CONCRETE TO BEREMOVEDLEGENDBUILDING/CURB & GUTTERTO BE REMOVEDUTILITIES/FENCETO BE REMOVEDXEXISTING FENCEDEMOLITION NOTES:1.) THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEMOLITION PERMIT ANDCOORDINATING WITH THE MUNICIPALITY FOR DEMOLITION AND CONSTRUCTION ACTIVITIES.2.) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS WITHOUTTHE PRIOR WRITTEN CONSENT OF THE ENGINEER.3.) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANYWORK INCLUDING DEMOLITION.4.) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS PROJECTARE THE RESPONSIBILITY OF THE CONTRACTOR.5.) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS AND STUMPS AND LEGALLYDISPOSE OF DEBRIS.6.) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL,AND LOCAL BUILDING AND UTILITY INSTALLATION CODES.7.) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH NORTHCAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS ANDSTRUCTURES.8.) THE CONTRACTOR SHALL CONTACT THE UTILITIES PROTECTION CENTER PRIOR TO ANYEXCAVATION, AS THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE PLANS. THEENGINEER ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN, AND IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIESWITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE OWNER IN CASE OFDISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.9.) THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE MUNICIPALITY AND ALL EXISTINGUTILITY PROVIDERS BEFORE REMOVING AND/OR RELOCATING ANY/ALL UTILITIES FROMTHEIR EXISTING LOCATIONS ON THE SITE. THE CONTRACTOR SHALL PERFORM ALL UTILITYDEMOLITION OR RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING UTILITIESSPECIFICATIONS, MATERIALS, AND REQUIREMENTS.10.) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ADJACENTSTRUCTURES OR PROPERTY, OR ANY EXISTING STRUCTURES WITHIN LIMITS OFCONSTRUCTION THAT ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR ORREPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY OWNER'S SATISFACTION AT NO COSTTO THE OWNER.11.) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY MEASURES ASNECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMESDURING CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE NOT LIMITED TO:BARRICADES, FLASHING LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONALSIGNAGE AS NECESSARY TO ACCOMPLISH THE WORK.12.) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CRANES AND CONSTRUCTIONEQUIPMENT OPERATIONS DURING DEMOLITION ACTIVITY.13.) CONTRACTOR EQUIPMENT SHALL BE PARKED LEGALLY ON SUBJECT PROPERTY.14.) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY THE MUNICIPALITY OF ANYLAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS OR STREAMS. IT IS THERESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORYAGENCY FOR APPROVAL OF ANY WETLAND AREA OR STREAM DISTURBANCE.15.) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/ORFENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.16.) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS MATERIALS IN STRICT ACCORDANCEWITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.DEMOLITION PLANC-01" = 30'LIMITS OF CONSTRUCTIONLOCLOCN CONTRACTOR TO REMOVE EXISTING GRAVEL AS NEEDED TO PREPFOR PAVEMENT BASEX XSCALE IN FEET603001530EXISTING RIP-RAP TO REMAINEXISTING STORM PIPE TO REMAINEXISTING GUARDRAILCONTRACTOR TO REMOVE PORTION OF GUARDRAIL FORINSTALLATION OF TAPER LANE.CONTRACTOR TO REMOVE EXISTING ASPHALTCONTRACTOR TO GRIND AND REMOVE SOLID WHITE LINE
BROAD RIVERR20'12.5'20'20'2
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'10'STEVE GARRISON [phone]US-221A HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess -221ARUTHERFORDCOUNTYCIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONSITE PLANC-11" = 30'N GENERAL NOTES:1.) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OFTHE PROPOSED PARKING LOT ARE SHOWN AT THE EDGE OF PAVEMENT.2.) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIESBETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEYSHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEWCONSTRUCTION.3.) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL ANDVERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND EXISTINGPAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND UTILITIES.SITE NOTES:1.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITEIMPROVEMENTS HAVE BEEN COMPLETED ON THE SITE.2.) HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THATTHE SOURCE OF ANY LIGHT IS CONCEALED FROM THE PUBLIC VIEW ANDDOES NOT INTERFERE WITH TRAFFIC. (SEE PHOTOMETRICS PLAN INARCH. PLANS).3.) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BECLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TOCOMMENCEMENT OF ANY LAND DISTURBANCE.4.) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES,VEHICLE, EQUIPMENT, PRODUCTS, ETC.5.) SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THISDEVELOPMENT PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ON-SITESIGNAGE.6.) ALL PAVEMENT MARKING WITHIN R/W SHALL BE CONSTRUCTEDACCORDING TO NCDOT SPECIFICATIONS.7.) ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTIONPHASE OF THIS PROJECT ARE THE RESPONSIBILITY OF THE OWNER,HOWEVER A CONTRACTOR/DEVELOPER CAN DO PERMITTING WITH AGENTAUTHORIZATION.8.) CONSTRUCTION TRAILERS ARE TO BE PERMITTED THROUGH THE ZONINGDIVISION OF THE MUNICIPALITY.9.) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURESSHALL BE INSTALLED PRIOR TO ANY GRADING.10.) THE JURISDICTION ACCEPTS NO RESPONSIBILITY FOR THE AMERICANSWITH DISABILITIES ACT (ADA), EXCEPT FOR NOTIFICATIONREQUIREMENT. THE OWNER/DEVELOPER IS SOLELY RESPONSIBLE FORCOMPLIANCE FOR SAID ACT.11.) 24 HOUR CONTACT: ALEX GOTHERMAN, PLA [phone]PROPOSED TRAFFIC SIGNLEGENDPAINTED TRAFFIC ARROWSPROPERTY LINE#PARKING COUNTADJACENT PROPERTY LINEPROPOSED CONCRETEPROPOSED GUARDRAIL END TREATMENTPROPOSED NCDOT PAVINGPROPOSED 150' TAPERPROPOSED 50' OF STORAGEPROPOSED WHEEL STOP (TYP.)PROPOSED ACCESSIBLE PARKING SPACE WITH SIGNPROPOSED LAUNCH AREAPROPOSED TIE-IN TO EXISTING PAVEMENTPROPOSED NCDOT PAVEMENTX XEXISTING FENCEPROPOSED GRAVELPROPOSED R1-1 "STOP" SIGNPROPOSED STANDARD DUTYASPHALTSCALE IN FEET603001530PROPOSED EDGE OF PAVEMENTPROPOSED 6' CONCRETE SIDEWALKPROPOSED CONCRETE LANDINGPROPOSED STAIRS AND ASSOCIATEDHANDRAILS (16 TREADS, 17 RISERS)PROPOSED CONCRETE LANDINGEXISTING PROPERTY LINE (R/W)PROPOSED TIE-IN TO EXISTING PAVEMENTPROPOSED TIE-IN TO EXISTING STRIPINGPROPOSED SOLID WHITE LINEPROPOSED WHITE SKIP LINEPROPOSED 3' PAVED SHOULDERPROPOSED TRANSITION FROM NCDOT PAVING TO GRAVELPROPOSED GRAVELPROPOSED STANDARD DUTY ASPHALTPROPOSED GRAVEL DRIVE/WALKPROPOSED WHEEL STOP
BROAD RIVER709.17709.21709.82711.17709.38707.75706.40706.20706.30706.15707.50708.00708.90709.25706.75708.75708.00707.00706.00705.75664.25672.75LOCLOCLOCLOC
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LOCLOCSTEVE GARRISON [phone]US-221A HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess -221ARUTHERFORDCOUNTYCIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONLEGENDPROPOSED CONCRETEPROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATIONEXISTING CONTOURSPROPOSED CONTOURSXXX.XXXXX.XXXXXXXXXXGRADING NOTES:1.) ALL SPOT ELEVATIONS SHOWN ARE @ THE EOP UNLESS OTHERWISE NOTED.2.) ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 2% CROSS-SLOPE.3.) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER CONVEYANCE CHANNELS, PIPES, ANDDETENTION FACILITIES AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.4.) COORDINATE WITH THE MUNICIPALITY DURING CONSTRUCTION.5.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED FORAPPROPRIATE PHASE.7.) CONSTRUCT EROSION CONTROL BARRIERS PER PLANS AND MAINTAIN UNTIL PERMANENT VEGETATION ISESTABLISHED.8.) THE CONTRACTOR SHALL RE-ESTABLISH ALL RIGHT OF WAY AREA WHICH IS DAMAGED OR DISTURBED TO ORIGINALCONDITIONS OR BETTER DURING AUTHORIZED WORK. ALL WORK IN NCDOT RIGHT OF WAY SHALL COMPLY WITHNCDOT SPECIFICATIONS.10.) MAXIMUM CUT SLOPE IS 1.5:1 AND MAXIMUM FILL SLOPE IS 2:1. ANY PROPOSED SLOPE > 2:1 SHALL BE PROPERLYDESIGNED AND CERTIFIED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER OR GEOLOGIST.CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL CONSULTANT AND PROVIDE COPIES OF THE DESIGNSAND CERTIFICATIONS AS NEEDED.11.) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/ORFENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.12.) ALL HDPE STORM PIPE SHOWN ON THIS PLAN SHALL BE WRAPPED WITH LOCATION WIRE AND TAPE.13.) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THECONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALSINCLUDING BUT NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS,UNDERBRUSH, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO95% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF THESE MATERIALS.15.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONSARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES. 24 HR. CONTACT: ALEXGOTHERMAN, PLA (828) 386-186617.) STORMWATER MANAGEMENT FACILITIES AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TOANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND OTHER APPROPRIATEORDINANCES AND REGULATIONS IN EFFECT AT TIME OF CONSTRUCTION PLAN APPROVAL.18.) EXTREME CAUTION SHALL BE USED WHEN WORKING WITHIN THE VICINITY OF THE EXISTING OVERHEAD POWERLINES. CONTRACTORS SHALL NOTIFY/COORDINATE WITH POWER COMPANY PRIOR TO CONSTRUCTION.PAVING, GRADING, &DRAINAGE PLANC-21" = 30'EARTHWORK CALCULATIONSREQ'D CUT =+ 50 CYREQ'D FILL =- 150 CYADDITIONAL REQ'D FILL FOR SHRINKAGE, ETC. = - 15 CYADDITIONAL CUT FROM PAVEMENT BASE =+ 20 CYBALANCE:-95CYEARTHWORK NOTES:1.) A SHRINKAGE OF 15% WAS TO ACCOUNT FOR REMOVAL OF TOPSOIL,COMPACTION, ETC.2.) REQ'D CUT IS IN SITU CUT.3.) ANY SOIL MATERIAL TO BE TRANSPORTED OFFSITE SHALL BEEXPORTED TO A SPOIL SITE APPROVED BY THE GOVERNINGJURISDICTION.4.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALLQUANTITIES AND BID NUMBERS. THESE CALCULATIONS AREPROVIDED FOR REFERENCE ONLY.LIMITS OF CONSTRUCTIONLOCLOCN PROPOSED NCDOT PAVINGPROPOSED GRAVELSLOPE TO DRAIN PARKINGLOT INTO EXISTING SWALEEXISTING SWALE AT TOE OF SLOPEPROPOSED STANDARDDUTY ASPHALTSLOPE TO DRAIN PARKINGLOT INTO EXISTING SWALESCALE IN FEET603001530PROPOSED STAIRS AND ASSOCIATEDHANDRAILS (16 TREADS, 17 RISERS)
STEVE GARRISON [phone]US-221A HWYForest City, NC, 28043Know what's below Call before you digPROJECT:ADDRESS:DEVELOPER:CONTACT:SEAL:REVISIONSPROJECT MANAGER:DRAWING BY:JURISDICTION:DATE:SHEET TITLE:SHEET NUMBER:SCALE:CAGRUTHERFORD COUNTYDATEJEGBroad RiverPaddleAccess -221ARUTHERFORDCOUNTYCIVIL ENGINEER:09/14/21NOT FORCONSTRUCTIONEDGE OF PAVEMENT OR WALK#4 GALVANIZED DOWELSPARKING STALLSTRIPINGSTANDARD PREFABRICATED WHEEL STOPAPPROX. 6" HIGH, 9" WIDE AND 7'-0" LONGPRECAST OF 3,500 PSI AIR-ENTRAINEDCONCRETE WITH CHAMFERED CORNERSAND DRAINAGE SLOTS ON THE UNDERSIDEDRAINAGE SLOTS(STANDARD PRECASTDIMENSION)COUNTER SINK GALV. DOWELS1" BELOW SURFACE OF CONCRETEFILL WITH GROUTR=2" CAST ORRUBBED14" PITCH OPTIONALNO. 4 BARS, 18" LONG(TWO PER GUARD)5/8"OR 3/4"HOLES5"MIN.
6"MAX.
2"MIN.
3"MAX.2"MIN.
3"MAX.8"MIN.9"MAX.4"MIN.5"MAX.2"MIN.3"MAX.7'12" ±2'EQUALEQUALWHEEL STOP DETAILNOT TO SCALE71R1-1 "STOP" SIGNNOT TO SCALECENTER "STOP" WITH CENTER OFSTOP BARUSE THIS DETAIL FOR INTERNAL PARKING AREA CIRCULATIONCONTROL.STOP BARS ADJACENT TO THE RIGHT OF WAY OR WITHIN A RIGHTOF WAY SHALL MEET THE LOCAL JURISDICTIONAL CRITERIA.4" DOUBLEYELLOW CENTERLINECONTINUE BAR TOEDGE OF PAVEMENTCURB, ISLAND OR EDGE OFPAVEMENTLCSTOPTHIS STRIPING CONDITION IS FOR PRIVATE ONSITE USE ONLY. REFER TO DOT SPECIFICATIONSOR ALTERNATE DETAILS FOR ROW AND DRIVE WAYAPPLICATIONSPAINT SHALL BE WHITE PERNCDOT SPECIFICATIONS12 DRIVEWAY30'
2'6"4'STOP BAR WITH STRIPE DETAILNOT TO SCALE6STANDARD DUTY PAVINGNOT TO SCALE3TOP 12" OF EXISTING SUBGRADE COMPACTED TO 98%STANDARD PROCTORPROOFROLLING SHALL BEPERFORMED WITH AN AXLEOF NO LESS THAN 10 TONS.2"6"12"6" ABC2" SF 9.5ACONSTRUCTION DETAILSC-3NTSMOUNT AT 7' TO BOTTOM OF SIGN ON BREAKAWAY POLENCDOT PAVING SPECNOT TO SCALE1.5" S 9.5BTACK COAT BETWEEN SURFACEAND BINDER COURSES.3.0" I 19.0B5" B 25.0BTOP 12" OF EXISTING SUB GRADECOMPACTED TO 98% STANDARDPROCTOR PROOFROLLING SHALL BEPERFORMED WITH AN AXLE OF NO LESSTHAN 10 TONS.1.5"3"5"12"NOTE:PAVING SHALL BE INACCORDANCE WITH THEQUALITY MANAGEMENTSYSTEM FOR ASPHALTPAVEMENTS4TOP 12" OF EXISTING SUBGRADE COMPACTED TO 98%STANDARD PROCTORPROOFROLLING SHALL BEPERFORMED WITH AN AXLEOF NO LESS THAN 10 TONS.6"12"6" ABCFILTER FABRIC(TURN UP AT EDGES)GRAVEL PAVINGNOT TO SCALE5CONCRETE SIDEWALK DETAIL (PRIVATE)NOT TO SCALE8PER PLAN14" PER FT. SLOPE4" 5000 PSI CONCRETEWITH FIBER REINFORCEMENT6" WASHED STONECOMPACTED SUBGRADE1.) EXPANSION JOINT WILL BE REQUIRED AT ALL CONSTRUCTION JOINTS, CURBS,& SIDEWALKS.2. ) CONTROL JOINTS TO BE AT 5' INTERVALS FOR SIDEWALK.POLE/WALL MOUNTED ACCESSIBLE PARKING SIGN (R7-8E)NOT TO SCALECHANNELEDSTEEL POSTGRADE VARIESRESERVEDCONCRETE FOOTING26"5'-0" (MIN.)*7'-0" (MIN.)2'-0"6"1'-0"PARKINGMAXIMUMPENALTY$250GS 20-37.6VANACCESSIBLE6"12"12"NOTES;1) * SIGN TO BE MOUNTED A MIN. OF 7'-0" FROM GRADE IF ADJACENT TO PEDESTRIAN PATH.2) WHEN SIGN IS TO BE MOUNTED ON THE SIDE OF A BLDG., HEIGHTS ARE REGULATED AS STATED ABOVE.TYPICAL COLOR SCHEMEBACKGROUND - WHITELETTERING/BORDER - GREENARROW - GREENSYMBOL - WHITE ON BLUE FIELDCORNER RADIUS = 1-1/2" (TYP.)2NCDOT PAVEMENT MARKINGSNOT TO SCALE9
RAFFIC LANNING ANDTP D INC.ESIGN,
TITLE SHEET
SHEET
SHEET
SHEET 1
PREPARED BY:
DATE
PLAN PREPARATION
DESIGNER LK
COUNTY DISTRICT TOTAL SHEETS
REVISION
NUMBER
REVISIONS DATE BY
1
LENGTH
SECTION
IN COUNTY
221A
0.0663350134+50.00 138+00.00
9/13/20211:15:48 PMFROM STA TO STA FT MI
lkujawa1:1TPD JOB #
DRAWINGS
FOR
CONSTRUCTION
OF
RIVER ACCESS DRIVEWAYS
RUTHERFORD COUNTY
8
RAFFIC LANNING ANDTP D INC.ESIGN,
Est. 1989
pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221A Plans\title sheet.dgnRFCO.00001
U.S. ROUTE --
RUTHERFORD
NC FIRM LICENSE #C-4448
ASHEVILLE, NC 28801
SUITE 40
80 CHARLOTTE STREET
DESIGN, INC.
TRAFFIC PLANNING &PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS
09/13/2021
CONSTRUCTION PLAN
ELEVATION AND DRAINAGE PLAN
TYPICAL SECTIONS AND PROFILES SHEET 4
DETAILS
RUTHERFORD --1
CITY/TOWN ROUTE DIVISION
13
SHEETS 5-7
DigitalGlobe
MAP DATA: 2021 GOOGLE
LOCATION MAP (NTS)
SITE
REVISED LK09/13/21
2
3
211A
JASON H. HARDIN AND WIFE, AMIE D. HARDIN
DB 1021 PG 606
RYAN M. JAMES AND TINA E. JAMES, A MARRIED COUPLE
DB 2030 PG 1942132133134
135 136 137 138 139
9/13/20211:16:03 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221A Plans\plan01.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221A OF 7
0 50 FEET25SITE DRIVECONSTRUCTION PLAN
U.S.HIGHWAY 221A
55 MPH POSTED SPEED LIMIT
12.1'
4"/W
4"/DY
150' RIGHT TURN LANE TAPER
LIMIT OF WORK
LIMIT OF WORK
DISTRICT 1 DISION 13
RUTHERFORD COUNTY
SR US 221A
STA 134+50.00
DISTRICT 1 DISION 13
RUTHERFORD COUNTY
SR US 221A
STA 138+00.00
CONCRETE PAVEMENT, INCLUDING LONG AND SHORT LINES AND PAVEMENT MARKING LEGENDS.
AND SHORT LINES AND PAVEMENT MARKING LEGENDS. ALL PROPOSED PAVEMENT MARKINGS MUST BE EPOXY ON
ALL PROPOSED PAVEMENT MARKINGS MUST BE HOT THERMOPLASTIC ON BITUMINOUS PAVEMENT, INCLUDING LONG
PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS.
THE PERMITTEE USING AN ERADICATION METHOD APPROVED BY A PENNDOT FIELD REPRESENTATIVE. THE
ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY
COMPLY WITH THE FOLLOWING DOCUMENTS IN CONSTRUCTION:
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, US DEPARTMENT OF TRANSPORTATION, FHWA, 2009.
FURNISH AND INSTALL ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS AS INDICATED.
PROPOSED STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND
21.
IN ACCORDANCE WITH OSHA'S EXCAVATION STANDARD 29CFR PART 1926, SUBPART P.
ALL TRENCH OPERATIONS WITHIN THE LEGAL RIGHT-OF-WAY OF THE STATE HIGHWAY MUST BE CONDUCTED
NCDOT ROADWAY STANDARD DRAWINGS DIVISION 11 APPLICABLE FIGURES.
MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH
STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AS AMENDED.
ALL WORK PERFORMED WITHIN THE STATE LEGAL RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH NCDOT ROADWAY
NCDOT ROADWAY DESIGN MANUAL
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, 2018
NCDOT ROADWAY STANDARD DRAWINGS
AASHTO POLICY ON THE GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2018
MAY BE ADJUSTED IN THE FIELD AS DEEMED NECESSARY BY AN NCDOT REPRESENTATIVE
PAVEMENT REPLACEMENT IS ADJACENT TO THE FULL-DEPTH PAVEMENT OF THE TRAVEL LANE. SAWCUT LOCATIONS
THE PERMITTEE'S CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE
12.
13.
14.
15.
16.
17.
18.
19.
20.THE EXISTING SPEED LIMIT ON U.S. HIGHWAY 221A IS 55 MPH.
GENERAL NOTES
BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY THE DEPARTMENT.
TEMPORARY CONSTRUCTION EASEMENTS ARE REQUIRED ONLY UNTIL THE CONSTRUCTION WORK INDICATED
ARE TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY DEVIATIONS FROM THE PLAN INFORMATION.
LOCATIONS AND ELEVATIONS OF EXISTING UTILITY LINES AT PROPOSED CONNECTIONS. PERMITTEES
PRIOR TO THE START OF ANY UTILITY INSTALLATION, PERMITTEES ARE TO ACCURATELY FIELD MEASURE
APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL ALL WORK IS COMPLETED.
SCHEDULE AND CONDUCT ALL CONSTRUCTION TO MINIMIZE EROSION. PROVIDE AND MAINTAIN
UTILITIES FROM THE UTILITY COMPANIES OR BY TEST PITS PRIOR TO BEGINNING WORK.
PERMITTEE'S RESPONSIBILITY TO OBTAIN ACCURATE FIELD LOCATIONS OF ALL UNDERGROUND AND AERIAL
LOCATED WITHIN THE LIMITS OF WORK PRIOR TO COMMENCING CONSTRUCTION. IT IS FURTHER THE
IT IS THE PERMITTEE'S RESPONSIBILITY TO VERIFY ALL UTILITY COMPANIES AND RELATED FACILITIES
ALL SEEDING AND SOIL SUPPLEMENT PER NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, 2018.
SPECIFICATIONS FOR ROADS AND STRUCTURES, DATED 2018, OR AS AMENDED.
THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS NCDOT STANDARD
THIS PROJECT IS SUBJECT TO INSPECTION BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
CONFLICTING UTILITIES WHICH ARE THE RESULT OF THESE IMPROVEMENTS.
CURRENT APPLICATION CRITERIA. PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY
ALL DRAINAGE PIPES ARE TO BE IN ACCORDANCE WITH NCDOT ROADWAY DESIGN MANUAL, PART 1 AND
RELOCATION PERMIT.
RELOCATED POSITIONS ARE TO BE CONSIDERED APPROXIMATE AND ARE SUBJECT TO THE UTILITY POLE
THE PAVED AREAS AND SHOULDERS ACCORDING TO NCDOT UTILITIES ACCOMMODATION MANUALS. THE
ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED PAVING AREA ARE RELOCATED OUTSIDE OF
BEFORE THE START OF ANY PAVING OPERATIONS, THE DEVELOPER (PERMITTEE) IS RESPONSIBLE FOR
INACCURACIES OR NECESSARY REVISIONS THAT MAY RESULT FROM THE VERIFICATION OF EXISTING CONDITIONS.
WITH THE ACTUAL CONDITIONS. TRAFFIC PLANNING AND DESIGN, INC., IS NOT RESPONSIBLE FOR ANY
JUDGMENT SHOULD BE EXERCISED DURING CONSTRUCTION TO ASSURE THAT THE DESIGN IS COMPATIBLE
ALL EXISTING INFORMATION FOR ACCURACY WITH THE APPROVED HOP PLANS FOR THIS PROJECT. SOUND
ACTUAL FIELD CONDITIONS DETERMINED LATER MAY VARY. THE PERMITTEE AND CONTRACTOR SHALL VERIFY
THE INFORMATION AND DATA UTILIZED AS EXISTING SURVEY IS DERIVED FROM
THESE PLANS ARE BASED ON INFORMATION AVAILABLE AT THE TIME THEY WERE PREPARED.
DESTINATION BY DESIGN.
WORK TO HAVE ALL UNDERGROUND UTILITIES MARKED IN THE WORK AREA.
ACCOMMODATION MANUALS. THE PERMITTEE SHALL CONTACT NC 811 BEFORE EXCAVATION OR DEMOLITION
TO BE NOTIFIED, AND MEASURES TAKEN TO PROTECT LINES IN ACCORDANCE WITH NCDOT UTILITIES
CONSTRUCTION. ALL UTILITY SERVICES WITHIN THE LIMITS OF WORK ARE TO BE LOCATED, THE USER
THE LOCATION OF ALL UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED IN THE FIELD PRIOR TO
1.
2.
3.
4.
5.
6.
7.
8
9.
10.
11.
- PROPOSED FULL DEPTH PAVEMENT
TBR - TO BE REMOVED
JASON H. HARDIN AND WIFE, AMIE D. HARDIN
DB 1021 PG 606
RYAN M. JAMES AND TINA E. JAMES, A MARRIED COUPLE
DB 2030 PG 1942
1.9'
4"/W
4"/W
12.1'
12'
3'
TURN LANE
50' RIGHT
PROPOSED EDGE OF ROAD
EXISTING GUARDRAIL TBR
FULL DEPTH PAVEMENT
R=20'
R=10'
R=20'
GUARDRAIL
PROPOSED
2.5
' MIN
OFF 10.34' LT
STA 137+37.36
OF EXISTING 4"/W
END ERADICATION
OFF 10.71' LT
STA 134+62.83
OF EXISTING 4"/W
BEGIN ERADICATION
2
YAW-FO-THGIR LAGEL TODCN
YAW-FO-THGIR LAGEL TODCN
YAW-
FO-
THGI
R LAGEL TODCN
YAW-FO-
THGI
R LAGEL TODCN
OF ROAD TBR
EXISTING EDGE
END SECTION
PROPOSED BUFFER
A
24"/W
A
30"X30"
R1-1
STOP
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.
EX RIP-RAP7
1
5
71
0
7
1
0
70
9
707 706
710 710710
715 715 715720720720
725 725 725730 730730
735
735 735705
705
700
695
690
685
680
71171271271171
3
71371
4
9/13/20211:16:21 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221A Plans\elevation01.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221A OF 7
EX RIP-RAPRWMONRWMONRWMONJASON H. HARDIN AND WIFE, AMIE D. HARDIN
DB 1021 PG 606
RYAN M. JAMES AND TINA E. JAMES, A MARRIED COUPLE
DB 2030 PG 1942132133134
135 136 137 138 139SITE DRIVEELEVATION AND DRAINAGE PLAN
3
U.S.HIGHWAY 221A
55 MPH POSTED SPEED LIMIT
YAW-FO-THGIR LAGEL TODCN
YAW-
FO-
THGI
R LAGEL TODCN
YAW-FO-
THGI
R LAGEL TODCN
YAW-FO-THGIR LAGEL TODCN
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.709708707
708706
710709
708708
9/13/20211:16:37 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221A Plans\profiles01.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221A OF 7
700
705
710
715
720
0 1
+25+50+75711.51709.73708.782
.71%
725
ELEV 710.42STA 00+13.68EXST EDGE OF ROADELEV=709.89
STA 00+20.56
GRADE BREAK 709.66ELEV 709.89STA 00+20.56PROP EDGE OF ROAD4
.13
%7.85%7.85%
5.14%
DATUM 695
ELEV=709.00
STA 00+37.93
TIE INTO SITE
U.S. 221A
CONSTRUCTION
(U.S. ROUTE 221A)
@ STA 135+00.00 LT
SITE DRIVE
MATCH EXISTING DEPTHS
IF EXISTING MATERIAL DEPTHS ARE GREATER IN FIELD, *
1
2
3
4
TYPICAL SECTIONS AND PROFILES
0 25 50 FEET
10 FEET50
HORIZONTAL
VERTICAL
SCALE
3-30 M ESALS
9.5mm, PG 70-22, S9.5C SURFACE COVER,
2" SUPERPAVE VOLUMETRIC ASPHALT MIXTURE DESIGN,
3-30 M ESALS
19mm, PG 64-22, I19.0C BINDER COURSE,
3" SUPERPAVE VOLUMETRIC ASPHALT MIXTURE DESIGN,
>3 M ESALS
25mm, PG 64-22, B25.0C BASE COURSE,
5" SUPERPAVE VOLUMETRIC ASPHALT MIXTURE DESIGN,
2
1
CONSTR SR 0202
EXISTING REINFORCED CEMENT CONCRETE, 9" DEPTH
3' SHOULDER
0' TO 12'
TAPER VARIES
RIGHT TURN LANE
RIGHT TURN LANE &
11.2' TO 12.1'
THRU LANE VARIES
2.86% TO 7.16%
SLOPE VARIES
2.86% TO 7.16%
EXISTING SLOPE
MATCH
11.8' TO 12.1'
THRU LANE VARIES
1.9' TO 2.8'
SHOULDER VARIES
SLOPE VARIES
3
TYPICAL SECTION (NTS)
STA 135+37.36 TO 137+38.96
U.S. ROUTE 221A
2
1
3
13:1
5:1
1.75% TO 2.44%
SLOPE VARIES
1.75% TO 3.55%
SLOPE VARIES
18.6' TO 37.3'
INGRESS LANE VARIES
17.9' TO 34.3'
EGRESS LANE VARIES
TYPICAL SECTION (NTS)
STA 135+00.00 (U.S. HIGHWAY 221A)
STA 00+20.56 TO STA 00+37.93
U.S. 221A SITE DRIVE
LCONSTR C DRIVEWAY
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.
9/13/20211:16:43 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221A Plans\details01.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221A OF 7
DETAILS
5
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.
9/13/20211:16:52 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221A Plans\details02.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221A OF 7
DETAILS
6
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.
9/13/20211:17:01 PMREVISION
NUMBER BY
DISTRICT COUNTY SHEET
REVISIONS DATE
lkujawa1:25JOB NO:PROJECT DESIGNER:DATE:
INCLUDING THE LAST REVISIONS.
DESIGN, INC. ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND
THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TRAFFIC PLANNING AND
DRN BY:pw:\\tpd-pw.bentley.com:TPDProjectwise\Documents\Active\RFCO\00001 - Rutherford Co River Access Driveways\CADD (HOP InRoads SS2)\Plan\US Highway 221A Plans\details03.dgn1
CSK
828.575.0133www.TrafficPD.com
DIVISION
13 RUTHERFORD
ROUTE
-
LK
RFCO.0000107/08/21PROFESSIONALE
NG INE ERNORTHCAROLINA
SEAL
048897
CO
LIN KINTONS NC Firm License #C-4448
1 REVISED 09/13/21 LK
221A OF 7
DETAILS
7
Est. 1989
TRAFFIC PLANNING AND DESIGN, INC.
S2
3
4'-2 3/8 "1'-2 3/8 "1'-0"
5'-0" TYP. MAX. 1'-0"VARI
ES- CORDI
NATED WI
TH SI
TE3'-2 3/8 " (SCH.40), TYP.
PIPE 1-1/4 STD.
RAIL TUBE
HSS2X2X1/4
VARI
ES- CORDI
NATE WI
TH SI
TES2
4
(SP #2)
SLIDE RAIL
4X6 P.T.3'-0"PIPE 1-1/4 STD. (SCH.40) RAIL PIPE
6"2"1" TYP.TYP.8"STEEL PLATE
3/8" THICK
6" IN EPOXY, TYP.
ANCHOR EMBEDDED
5/8"Ø SS ALL TRHEAD
6"
RAIL TUBE
HSS2X2X1/4
SLIDE RAIL, TYP.
SP #2 4X6 P.T.
IN RAIL, TYP.
COUNTERSUNK 1/2"
NOLT WITH HEAD
1/2"Ø SS CARRIAGE
IN EPOXY
ANCHOR EMBEDED 6"
5/8"Ø SS ALL THREAD
STEEL PLATE
3/8" THICK
1"2"6"TYP.3/16
A
A
.VARIESSLOPE OR SITEWITH STAIR CORDINATE Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCAND RAIL DETAILSCOVER, GENERAL NOTES, SHEET NUMBER FIRM LICENSE No. P-1357S11REVISIONSDATENo.23SHEET INDEX
VICINITY MAP
S1 COVER, GENERAL NOTES, AND RAIL DETAILS
S2 221A SITE CONCRETE STAIR PLAN AND SECTION
ABBREVIATIONS
AB.ANCHOR BOLT
AFF.ABOVE FINISH FLOOR
ARCHITECTURAL, ARCHITECT
AFG.ABOVE FINISH GRADE
ARCH.
CENTER LINE
B/O BY OTHERS
CL.
CONTROL JOINT
CLR.CLEAR
C.J.
CONNECTION, CONNECT
CMU CONCRETE MASONRY UNIT
CONN.
DOUGLAS FIR
CONT.CONTINUOUS
D.F.
DRAWING, DRAWINGS
D.J.DOUBLE JOIST
DWG
EQUAL
ENG.ENGINEER, ENGINEERING
EQ.
FOUNDATION
FC COMPRESSIVE STRENGTH STRESS
FDN
GENERAL CONTRACTOR
F.Y.YIELD STRESS
G.C.
GRADE
G.N.GENERAL NOTES
GR.
H.T.HEAVY TIMBER
MAXIMUM
MAIN LEVEL
MIN.MINIMUM
M.L.
NOT TO SCALE
K.O.KNOCK-OUT
N.T.S.
OUTSIDE DIAMETER
O/C ON CENTER
O.D.
POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
PSI
SLAB-ON-GRADE
REINF.REINFORCEMENT, REINFORCING
S.O.G.
STANDARD
S.P.SOUTHERN PINE
STD.
TO BE DECIDED
S.T.T.SIMPSON STRONG TIE
T.B.D.
TYPICAL
T.O.TOP OF
TYP.
UNLESS NOTED OTHERWISE
U.L.UPPER LEVEL
U.N.O.
WITH
W.W.F.WELDED WIRE FABRIC
W/
Ø DIAMETER
L.L.LOWER LEVEL
MAX.
S3 221 SITE CONCRETE STAIR PLAN AND SECTION
----
----
----
----
----
----
----FORSTRUCTURAL DRAWINGSDESTINATION BY DESIGNATRIVER ACCESS STAIRS AND LAUNCHAND 221A (2 LOCATIONS)BROAD RIVER ACCESSES ON HWY 221 RUTHERFORD COUNTY, NCAS NOTEDSCALE: 3014PROJECT No.BPMAPPROVED BY:BPMREVIEWED BY:GTDRAWN BY:9.10.2021DATE:SOIL FOUNDATION NOTES
ELEVATION.
LIFTS OF No. 57 STONE COMPACTED TO 95% OF THE DRY DENSITY UP TO SUB-GRADE
PLACING THE VAPOR BARRIER: EXCAVATE AND REPLACE UNSUITABLE SOILS WITH UNIFORM
AREAS OF EXCAVATION MAY BE NECESSARY TO REMOVE UNSUITABLE MATERIALS PRIOR TO 9.
PLACEMENT OF THE FLOOR INSULATION AND ANY CONCRETE SLAB-ON-GRADE.
A 6 MIL VAPOR BARRIER IS TO BE PLACED OVER THE ENTIRETY OF THE SUB-BASE, PRIOR TO 8.
STONE IS TO BE PLACED PRIOR TO ANY CONCRETE SLAB-ON-GRADE.
A UNIFORM 8-IN. LIFT OF SUB-BASE, No. 57 STONE OR AN ENGINEERED APPROVED ALTERNATE 7.
THE PLACEMENT OF THE FOOTING DRAIN.
WITH UNIFORM LIFTS OF SUITABLE SOILS COMPACTED TO 95% OF THE DRY DENSITY BEYOND
STONE OR No. 57 STONE IN UNIFORM LIFTS. EXTERIOR OF THE FOOTING MAY BE BACKFILLED
ONCE THE FOOTINGS ARE ABLE TO HANDLE LATERAL LOADING, BACKFILL WITH ENGINEERED 6.
LIFTS OF No. 57 STONE AS NEEDED, COMPACTED TO 95% OF THE DRY DENSITY.
SATURATION. CARE IS TO BE TAKEN TO REMOVE AND REPLACE BEARING SOILS WITH UNIFORM
BEARING SOILS FROM DISTURBANCE AND DAMAGE DURING CONSTRUCTION AND FROM OVER-
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING FOUNDATION 5.
NOT LESS THAN 24-INCHES.
FOOTINGS ARE TO BE PLACED WITH A MINIMUM DEPTH FROM FINISHED GRADE TO BEARING OF 4.
SOILS SHALL BE DETERMINED TO HAVE 2,000-PSF NET ALLOWABLE BEARING CAPACITY.3.
SATURATE THE FOUNDATION SUB-GRADE.
BUCKETS MAY ALLOW BEARING SOILS TO PERFORM INEFFECTIVELY AND ALLOW WATER TO
USE OF A SMOOTH EDGE BUCKET IS RECOMMENDED TO EXCAVATE FOR FOOTINGS. TOOTHED 2.
DENSITY TO RE-ESTABLISH FOOTING SUB-GRADE.
DEPTH. BACKFILL USING No. 57 STONE IN UNIFORM LIFTS COMPACTED TO 95% OF THE DRY
ANY OVER-EXCAVATION OF UNSUITABLE MATERIALS MAY BE NECESSARY BELOW FOOTING
EXCAVATION OF THE FOOTINGS ARE TO THE DEPTHS REQUIRED AND INDICATED ON PLANS. 1.
CONCRETE NOTES
309R-05.
CONCRETE SHALL BE CONSOLIDATED USING CONCRETE VIBRATOR IN ACCORDANCE WITH 14.
1.5" ELSEWHERE, U.N.O.
REINFORCEMENT COVER SHALL BE 3" WHEN POURED ADJACENT TO GROUND SURFACE AND 13.
NOTED.
REINFORCEMENT LAP SPLICES SHALL BE 44 TIMES THE BAR DIAMETER UNLESS OTHERWISE 12.
TOLERANCE. AIR ENTRAINMENT SHALL COMPLY WITH ASTM C260.
CONCRETE SHALL BE AIR ENTRAINED WITH 6% AVERAGE AIR CONTENT WITH A 1.5% 11.
ROLLS, U.N.O.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND BE SUPPLIED IN SHEETS, NOT 10.
REINFORCING BARS SHALL BE DEFORMED AND CONFORMING TO ASTM A615, GRADE 60. 9.
LUMPS OR OTHER DELETERIOUS SUBSTANCES.
CONCRETE AGGREGATES SHALL COMPLY WITH ASTM C33 AND SHALL BE FREE OF CLAY, FOAM, 8.
THE MAX AGGREGATE SIZE SHALL BE 3/4".7.
MAXIMUM SLUMP = 4" PLUS OR MINUS 1".6.
COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.
CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL DEVELOP A MINIMUM 5.
MINIMUM CEMENT CONTENT = 500 LBS PER CUBIC YARD.4.
MIX DESIGN SHALL BE IN ACCORDANCE WITH ACI 318 (CURRENT EDITION).3.
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (LATEST EDITION).
REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN COMPLIANCE WITH ACI 315 2.
SLAB CONSTRUCTION" (LATEST EDITION).
REINFORCED CONCRETE" (LATEST EDITION), AND ACI 302"GUIDE FOR CONCRETE FLOOR AND
CONCRETE FOR BUILDINGS" (LATEST EDITION), ACI 318 "BUILDING CODE REQUIREMENTS FOR
CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL 1.
PLANS AND DETAILS MAY BE REQUIRED TO COMPLETE ASSEMBLY.
SPECIFIC TO ITEMS INDICATED IN DETAILS. COORDINATION WITH VIEWS OF OTHER SECTIONS,
SECTIONS AND DETAILS ARE NOT COMPLETE REPRESENTATIONS OF CONDITIONS BUT ARE
TRADES, DISCIPLINES AND ALL SECTIONS AND DETAILS WITHIN STRUCTURAL DOCUMENTS. ALL
CONDITION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL DETAILS WITH OTHER
SIMILAR CONDITIONS OF BUILDING EVEN IF NO SECTION CUT IS INDICATED AT A SIMILAR
SECTIONS AND DETAILS SHOWN AT LOCATIONS INDICATED ON PLAN ARE TYPICAL FOR OTHER 13.
REQUIRED BY CODE AND LOCAL BUILDING INSPECTOR.
APPLY TERMITE TREATMENT TO GROUND SURFACES WITHIN THE DEFINED SCOPE OF WORK AS 12.
NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT 11.
BEFORE PROCEEDING WITH THE WORK.
NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, AND RESOLVED
OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS, 10.
COMPLETE.
STABILIZE NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS
GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO 9.
FOUNDATION LAYOUT AND FABRICATION OF ANY STRUCTURAL MEMBERS.
CONTRACTOR SHALL COORDINATE ALL DIMENSIONS WITH CIVIL DRAWINGS PRIOR TO 8.
CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT.
ALL PADS, DEPRESSIONS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, ETC. TO BE SET OR
CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE, LOCATION, TYPE, AND DIRECTION OF 7.
STRINGENT REQUIREMENT SHALL GOVERN.
SOCIETY CODE AND ALL APPLICABLE ASTM STANDARDS, IN CASES OF CONFLICT, THE MOST
BUILDING CODE, THE AISC CODE, THE ACI BUILDING CODE (ACI 318), THE AMERICAN WELDING
ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE NORTH CAROLINA STATE 6.
DISCIPLINES.
CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER 5.
AS REQUIRED AND REPORT ANY INACCURACIES TO THE ENGINEER.
CONTRACTOR SHALL CHECK AND VERIFY GIVEN DIMENSIONS, TAKE ADDITIONAL DIMENSIONS 4.
WITH THE ACTUAL CONDITIONS OF THE SITE.
CONTRACTOR SHALL MAKE A CAREFUL INSPECTION OF THE SITE TO FAMILIARIZE HIM/HERSELF 3.
THE CONTRACTOR SHALL COORDINATE HIS WORK ACTIVITIES WITH THE OWNER.2.
UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING 1.
GROUND LINE. NO FOOTINGS SHALL BE CAST ON FILL MATERIAL.
ALL BOTTOM OF FOOTINGS SHALL BE CAST A MINIMUM OF 2-FEET BELOW ORIGINALO
ASSUMED GROUND BEARING CAPACITY 2-FT BELOW GRADE: 2,000 PSFO
EXPOSURE CATEGORY = CO
BASE WIND VELOCITY = 90 MPHO
ULTIMATE WIND VELOCITY = 115 MPHO
GROUND SNOW LOAD = 20 PSFO
DEAD LOAD = MATERIAL HEIGHT O
LIVE LOAD - FLOOR = 100 PSFO
DESIGN LOADS3.
ASCE 7-102.
2018 NORTH CAROLINA STATE BUILDING CODE: 1.
GENERAL NOTES
DESIGN CRITERIA STRUCTURAL STEEL
PRIMER.
ALL STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF FABRICATORS STANDARD SHOP 8.
FABRICATED TO FABRICATOR.
DO NOT MODIFY STRUCTURAL STEEL IN FIELD. RETURN ANY STEEL NOT PROPERLY DETAILED OR 7.
ALL STRUCTURAL STEEL SHALL BE FABRICATED IN SHOP.6.
CONFORMANCE WITH LATEST EDITION OF A.W.S. D1.1.
ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING MATCHING WELD METAL IN 5.
COMPLETELY FILLED WITH SOLID MASONRY AND/OR GROUT.
IN FULL BEDS OF NON-SHRINK GROUT. ALL POCKETS FOR COLUMNS AND BEAMS MUST BE
CONNECTING WORK, PRE-SET BY TEMPLATES OR SIMILAR METHODS. ALL PLATES SHALL BE SET
ANCHOR BOLTS, BASE PLATES AND BEARING PLATES SHALL BE LOCATED AND BUILT INTO 4.
USED, UNLESS NOTED OTHERWISE.
EXCEPT IN BASE PLATES SHALL BE 1/16 INCH LARGER IN DIAMETER THAN THE NORMAL SIZE BOLT
BOLTED CONNECTIONS TO USE A 325X BOLTS, UNLESS NOTED OTHERWISE,BOLT HOLES IN STEEL 3.
SHALL BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED.
WELD LENGTH SCALED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE
AMERICAN WELDING SOCIETY'SCODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1).
UNLESS NOTED OTHERWISE. ALL WELDS SHALL BE PREQUALIFIED IN CONFORMITY WITH THE
SHOP AND FIELD WELDS TO USE E70XX ELECTRODES. MINIMUM FILLET WELD SIZE TO BE 3/16", 2.
(FY = 35 KSI)ASTM A53, GR. B.PIPEE.
(FY = 42 KSI)ASTM A500. GR. B.HSS-ROUNDD.
(FY = 46 KSI)ASTM A500, GR. B.HSS-RECTANGULARC.
(FY = 36 KSI)ASTM A36ANGLE, CHANNEL, & PLATEB.
(FY = 50 KSI)ASTM A992W-SECTIONA.
ASTM STANDARDS:
ALL STEEL SECTIONS SHALL BE PRODUCED DOMESTICALLY AND CONFORM TO THE FOLLOWING 1.
PER SPIB RULES; No. 3 GRADE LUMBER NOT ALLOWED IN ANY TRUSS MEMBER.
OR BETTER; GRADE FOR WEB MEMBERS - No. 2 OR BETTER; SPECIES: SOUTHERN PINE GRADED
WEB MEMBERS OF THE FOLLOWING GRADE AND SPECIES: GRADE FOR CHORD MEMBERS - No. 2
GRADE AND SPECIES: PROVIDE VISUALLY GRADED DIMENSION LUMBER FOR TRUSS CHORD AND -
PROVIDE DRY LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT AT TIME OF DRESSING.-
FOR MOISTURE CONTENT SPECIFIED, TO COMPLY WITH REQUIREMENTS INDICATED BELOW:
PROVIDE DRESSED LUMBER, S4S, MANUFACTURED TO ACTUAL SIZES REQUIRED BY DOC PS 20 3.
IDENTIFYING AGENCY, GRADE, SPECIES, MOISTURE CONTENT AT TIME OF SURFACING AND MILL.
AND INSPECTION AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS
GRADE STAMPS: PROVIDE LUMBER WITH EACH PIECE FACTORY MARKED WITH GRADE STAMPS OF 2.
OF REVIEW.
AND WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY ALSC'S BOARD
LUMBER STANDARDS: COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD" 1.
DIMENSIONAL LUMBER
WOOD-PRESERVATIVE-TREATED MATERIALS
WITH EARTH.
WOOD FLOOR PLATES THAT ARE INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT O
WOOD FRAMING MEMBERS LESS THAN 18 INCHES ABOVE GRADE.O
CONTACT WITH MASONRY OR CONCRETE.
WOOD SILLS, SLEEPERS, BLOCKING, FURRING, STRIPPING, AND SIMILAR CONCEALED MEMBERS IN O
WATERPROOFING.
SIMILAR MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND
WOOD CANTS, NAILERS, CURBS, EQUIPMENT SUPPORT BASES, BLOCKING, STRIPPING, AND O
APPLICATION: TREAT ITEMS INDICATED ON DRAWINGS, AND THE FOLLOWING:7.
BACK OF EACH PIECE.
FOR EXPOSED LUMBER INDICATED TO RECEIVE A STAINED OR NATURAL FINISH, MARK END OR 6.
APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW.
MARK EACH TREATED ITEM WITH THE TREATMENT QUALITY MARK OF AN INSPECTION AGENCY 5.
DOES NOT COMPLY WITH REQUIREMENTS FOR UNTREATED MATERIAL.
FOR LUMBER AND 15 PERCENT FOR PLYWOOD. DO NOT USE MATERIAL THAT IS WARPED OR
KILN-DRY MATERIAL AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT 4.
OTHERWISE ADVERSELY AFFECT FINISHES.
FORMULATIONS THAT DO NOT REQUIRE INCISING, CONTAIN COLORANTS, BLEED THROUGH, OR
FOR EXPOSED ITEMS INDICATED TO RECEIVE A STAINED OR NATURAL FINISH, USE CHEMICAL 3.
COPPER AZOLE, TYPE A (CBA-A).O
AMMONIACAL COPPER CITRATE (CC).O
AMMONIACAL, OR AMINE, COPPER QUAT (ACQ).O
AMMONIACAL COPPER ZINC ARSENATE (ACZA).O
CHROMATED COPPER ARSENATE (CCA).O
THE FOLLOWING:
PRESERVATIVE CHEMICALS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND ONE OF 2.
WITH INORGANIC BORON (SBX).
CONTINUOUSLY PROTECTED FROM LIQUID WATER MAY BE TREATED ACCORDING TO AWPA C31
(PLYWOOD), EXCEPT THAT LUMBER THAT IS NOT IN CONTACT WITH THE GROUND AND IS
PRESERVATIVE TREATMENT BY PRESSURE PROCESS: AWPA C2 (LUMBER) AND AWPA C9 1.
S1
1 TYPICAL HANDRAIL ELEVATION
SCALE: 1/2" = 1'-0"
S1
2 TYPICAL BOAT SLIDE ELEVATION
SCALE: 1/2" = 1'-0"
S1
3 TYPICAL HANDRAIL CONNECTION
SCALE: 3" = 1'-0"S1
4 TYPICAL BOAT SLIDE RAIL POST
SCALE: 2" = 1'-0"
SECTION A-A
SCALE: 3" = 1'-0"
EPOXY ADHESIVE ANCHORS
PLANS.
EPOXY ADHESIVES ANCHORS ARE NOT TO BE USED EXCEPT WHERE SPECIFICALLY INDICATED ON 9.
DOWELS MUST REMAIN UNDISTURBED DURING THIS SETTING PERIOD.
MANUFACTURER PRIOR TO APPLICATION OF ANY LOAD AND ANCHOR BOLTS OR REBAR
EPOXY ADHESIVES MUST BE ALLOWED THE FULL CURE TIME AS SPECIFIED BY THE 8.
EPOXY ADHESIVE SHOULD NOT BE INSTALLED IN CONCRETE WHICH IS LESS THAN 7 DAYS OLD.7.
OIL FREE COMPRESSED AIR PRIOR TO EPOXY INSTALLATION.
DRILLED HOLES SHOULD BE KEPT DRY AND ANY STANDING WATER MUST BE BLOWN OUT WITH 6.
THE HOLE, BRUSHING THE HOLE CLEAN, AND THEN BLOWING AGAIN.
AND OIL FREE COMPRESSED AIR. CORRECT PROCEDURE INVOLVES BLOWING THE DUST OUT OF
CONCRETE DUST SHALL BE REMOVED FROM ALL DRILLED HOLES BY USE OF A NYLON BRUSH 5.
ALL EPOXY ANCHOR BOLTS AND REBAR DOWELS SHOULD BE CLEAN AND OIL FREE.4.
ASTM A307
ALL OTHER APPLICATIONS, U.N.O.B.
ASTM F1554, GR 36
ANCHOR BOLTS INTO FOUNDATIONA.
TO THE FOLLOWING ASTM STANDARDS:
ALL EPOXY ANCHOR BOLTS TO BE SIZED AS SHOWN IN NOTES/DETAILS AND SHALL CONFORM 3.
SPECIFICATIONS AND INSTRUCTIONS.
EPOXY ADHESIVES TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2.
NOTED OTHERWISE.
ALL EPOXY SHALL BE SIMPSON BRAND "SET" EPOXY SYSTEM, OR APPROVED EQUAL, UNLESS 1.FOR REVIEW - NOT FOR CONSTRUCTION
6'-2"16'-0"±6'-6"7'-6 1/16 "±
2
S2
BLOCK MATT
CONCRETE
OR FORM, TYP.
LANDING EDGE
P.T. 6X6
MITER CUT
REBAR 28" INTO SLAB
EXTENDED STAIRS
EDGE OR FORM
P.T. 6X6 LANDING
NC WILDLIFE STANDARD
BASE IN ACCORDANCE WITH
CRUSHED STONE/ROCK
RIVER BED
REBAR 28" INTO SLAB
EXTENDED STAIRS 6"TYP.
12" O/C, EACH WAY,
#4 REBAR SPACED AT
6'-0"24'-1"±8'-6"±24"
MIN. LAP, TYP.
8'-6"
T.O. LANDING
0'-0"
T.O. LANDING4 1/16 "8" TYP.TYP.3"4'-0"CLR
SPACED AT 12" O/C
#4 HORIZ. REBAR
#5 VERT. REBAR
7'-6 1/16 "±16'-0"6'-2"
7'-0"2'-0"7'-0"
CONCRETE STAIRS
24" LAP VERT. REBAR
SPACED AT 12" O/C
#4 HORIZ. REBAR MI
N. LAP, TYP.2'-0"3" CLR.6" MIN.ELEV. 672.75 ELEV. 664.25
Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCPLAN AND SECTION221A SITE CONCRETE STAIRSHEET NUMBER FIRM LICENSE No. P-1357S21REVISIONSDATENo.23FORSTRUCTURAL DRAWINGSDESTINATION BY DESIGNATRIVER ACCESS STAIRS AND LAUNCHAND 221A (2 LOCATIONS)BROAD RIVER ACCESSES ON HWY 221 RUTHERFORD COUNTY, NCS2
2 CONCRETE STAIR SECTION
SCALE: 1/2" = 1'-0"AS NOTEDSCALE: 3014PROJECT No.BPMAPPROVED BY:BPMREVIEWED BY:GTDRAWN BY:9.10.2021DATE:S2
1 CONCRETE STAIR PLAN
SCALE: 1/2" = 1'-0"FOR REVIEW - NOT FOR CONSTRUCTION
33'-6"±6'-6"5'-0"
2
S2
OR FORM, TYP.
LANDING EDGE
P.T. 6X6
MITER CUT
122°±30'-0"6'-0"6"24"6"RIVER BED
STANDARD
WITH NC WILDLIFE
BASE IN ACCORDANCE
CRUSHED STONE/ROCK
MIN. LAP, TYP.
REBAR 28" INTO SLAB
EXTENDED STAIRS
EDGE OR FORM
P.T. 6X6 LANDING 13'-6"±SPACED AT 12" O/C
#4 HORIZ. REBAR
#5 VERT. REBAR
3"
CLR
24" LAP VERT. REBAR
M
I
N. LAP, TYP.2'-0"4'-0"CONCRETE STAIRS
SPACED AT 12" O/C
#4 HORIZ. REBAR 6" MIN.REBAR 28" INTO SLAB
EXTENDED STAIRS
TYP.
12" O/C, EACH WAY,
#4 REBAR SPACED AT
6'-2"
RADIUS PER SITE
0'-0"
T.O. LANDING
13'-6"
T.O. LANDING
4 1/2 "11 1/2 " TYP.4 1/2 "11"TYP.3" CLR.15'-9"2'-0"15'-9"
6'-2"33'-6"5'-0"±
ELEV. 686.00
ELEV. 673.00ELEV. 686.50 Blowing Rock, NC 28605P.O. Box 7457668 Valley Blvd.ARETÉ ENGINEERS, PLLCPLAN AND SECTION221 SITE CONCRETE STAIRSHEET NUMBER FIRM LICENSE No. P-1357S31REVISIONSDATENo.23FORSTRUCTURAL DRAWINGSDESTINATION BY DESIGNATRIVER ACCESS STAIRS AND LAUNCHAND 221A (2 LOCATIONS)BROAD RIVER ACCESSES ON HWY 221 RUTHERFORD COUNTY, NCS3
2 CONCRETE STAIR SECTION
SCALE: 1/2" = 1'-0"AS NOTEDSCALE: 3014PROJECT No.BPMAPPROVED BY:BPMREVIEWED BY:GTDRAWN BY:9.10.2021DATE:S3
1 CONCRETE STAIR PLAN
SCALE: 1/2" = 1'-0"FOR REVIEW - NOT FOR CONSTRUCTION