20190580 Ver 1_Figures 1 thru 8 Plus River Deck Plans_20190501

PROJECT AREA
APPROX. LOCATION STREAM ENTERS PROPERTY
PROPERTY LINE
Approximately 0.23 acres of NWI wetlands
NCCGIA¯075150
Feet
Project Number:
PKS
Project Manager:
1" = 75'Scale:
4/30/2019Date:
Map Title:
Source:
FIGURE 1
118 RIVER ROAD SOUTH
Halifax County, NC
Halifax County GIS
NC One Map
13715.D1

NOTES:
1. Site data including aerial photo, topographic data and property
boundary from Halifax County GIS.
2. Available topographic data indicates approximately 820 LF of
stream located on subject property.
3. Wetlands depicted total approximate 0.23 acres and are
approximated from the National Wetland Inventory Map. Other
wetlands may exist on the property that were not delineated, but are
located outside the project area. No wetlands exist within the project
area.
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
118 RIVER ROAD SOUTH
13715.D1
HALIFAX CO., NC
N:\13715\D1\Drawings
PRESTON MCELHENEY
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=40'
EXISTING SITE CONDITIONS SCALE 1" = 20'NORTH20CONTOUR INTERVAL = 1'10020NOTES:1.SITE DATA INCLUDING INFRASTRUCTURE, UTILITIES, NATIVE VEGETATION, EXISTING CONTOURDATA, ORDINARY HIGH WATER MARK (OHWM), EDGE OF WATER AND PROPERTY BOUNDARIESPROVIDED BY JOYNER KEENY, PLLC OF ROCKY MOUNT, NC.2.ALL LOCATIONS, ELEVATIONS AND DIMENSIONS ARE APPROXIMATE. THIS IS NOT A SURVEY.FIGURE 2EXISTING SITE CONDITIONSEXISTING SANITARYSEWEREDGE OF WATER (TYP.)EXISTING MASONRYPEDESTRIAN BRIDGEAND WING WALLSEXISTING LOWSTONE WALLEXISTING WATERFEATUREEXISTING FIREPIT AREAEXISTINGDRAINAGE SWALEDOWNSTREAM TERMINUSOF MASONRY STRUCTURE,ELEV. 48.80' (APPROX.)EXISTING MASONRYSILL (TYP.)EXISTING MASONRYSILL, UPSTREAM ELEV.52.46' (APPROX.)EXISTING MASONRY SILL,DOWNSTREAM ELEV.52.63' (APPROX.)APPROX. EXTENTEXISTING RIPRAP BANKPROTECTION (TYP.)EXISTING PVC BYPASSPIPE INLET WITH RISEREXISTING PVCIRRIGATIONINTAKE LINE,DIAM. UNKNOWNEDGE OF WATEROHWM (APPROX.)EXISTING WEIR ELEV.53.51' (APPROX.)EXISTING PLANTINGAREA (TYP.)EXISTING STREAMCENTERLINE (APPROX.)
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
118 RIVER ROAD SOUTH
13715.D1
HALIFAX CO., NC
N:\13715\D1\Drawings
PRESTON MCELHENEY
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=20'
PROPOSED SITE CONDITIONS SCALE 1" = 20'NORTH20CONTOUR INTERVAL = 1'10020FIGURE 3NOTES:1. SITE DATA INCLUDING INFRASTRUCTURE, UTILITIES, NATIVE VEGETATION, EXISTING CONTOUR DATA, ORDINARY HIGH WATER MARK (OHWM), EDGE OF WATER AND PROPERTYBOUNDARIES PROVIDED BY JOYNER KEENY, PLLC OF ROCKY MOUNT, NC.2. PROPOSED RIVER DECK AND FLOATING DOCK LAYOUT PROVIDED BY STROUD PENCE STRUCTURAL ENGINEERS OF VIRGINIA BEACH, VA. THE LOCATION, DIMENSION ANDEXTENT OF PROPOSED RIVER DECK AND FLOATING DOCK IS APPROXIMATE. NO PORTION OF RIVER DECK OR ITS FOUNDATION SHALL EXTEND PAST OHWM. SEECONCEPTUAL DRAWINGS DATED 12-16-2016 (BY OTHERS).3. TYPICAL PUMP-AROUND OPERATION DETAIL IS PROVIDED. CONTRACTOR MAY PREPARE AND PRESENT ALTERNATIVE PUMP AROUND OPERATION SEQUENCE FOR REVIEW ANDAPPROVAL BY OWNER AND S&EC PRIOR TO CONSTRUCTION.4. EXISTING BYPASS PIPE INLET TO BE GROUTED BY THE CONTRACTOR TO SEAL CLOSED. GROUTING PLAN TO BE APPROVED BY S&EC PRIOR TO CONSTRUCTION.5. CONTRACTOR TO REMOVE FULL WIDTH AND THICKNESS OF SILL UNDER EXISTING BRIDGE TO ESTABLISH NEW UPSTREAM AND DOWNSTREAM CHANNEL INVERT UNDERBRIDGE AT ELEV. 51.71 FT. (APPROX.)6. CONTRACTOR SHALL REMOVE THE DOWNSTREAM MOST 10' (APPROX.) SECTION OF MASONRY WALL ALONG RIGHT SIDE OF STREAM, THE DOWNSTREAM MOST15'(APPROX.) OF IN-CHANNEL MASONRY STRUCTURE, CONSTRUCT LOW-HEIGHT MASONRY WALL ALONG LEFT SIDE OF STREAM (AS SHOWN)7. INSTALL BOULDER SILLS AND A CONSTRUCTED RIFFLE TO ALLOW FOR A SMOOTH TRANSITION TO THE DOWNSTREAM NATURAL CHANNEL BED. ELEVATION OFCONSTRUCTED RIFFLE TO BE DETERMINED BY S&EC AT THE TIME OF CONSTRUCTION.8. EXISTING CHANNEL BED THROUGH IMPACTED REACH TO BE AUGMENTED WITH LOOSE PLACED RIVER ROCK MATERIAL. TO PROVIDE NATURAL SUBSTRATE.9. REMAINING EXPOSED SOIL AREAS TO BE GRADED NOT STEEPER THAN 2H:1V AND TO BE STABILIZED WITH SOD OR TURF GRASS AND LANDSCAPE PLANTINGS (BY OTHERS).10. EXISTING ELECTRICAL STUB-OUTS AND IRRIGATION INTAKE PIPE TO BE REMOVED AND RELOCATED IN COORDINATION WITH CITY OF ROANOKE RAPIDS STAFF.11. ALL LOCATIONS, ELEVATIONS AND DIMENSIONS ARE APPROXIMATE. THIS IS NOT A SURVEY.APPROX. EXTENT OF PRE-EXISTING RIPRAPSTABILIZATION (TYP.), TO BE REINSTALLEDEXPOSED PORTION OF PVC BYPASSPIPE TO BE REMOVED BEFORE PIPEIS GROUTEDPROPOSED RIVERDECK (BY OTHERS)EXISTING PVC BYPASS PIPE RISER,TO BE REMOVED, INLET TO BEGROUTED TO SEAL CLOSEDEDGE OF WATEROHWM (APPROX.)EXISTING PLANTINGAREA (TYP.)PROPOSED LOW HEIGHTMASONRY WALLPROPOSED BOULDERSILL (TYP.), SEE DETAILPROPOSED CONSTRUCTEDRIFFLE W/ STACKED-BOULDERWALL, SEE DETAILEDGE OF WATER (TYP.)PROPOSED SITE CONDITIONS TEMPORARYSTREAM CROSSINGPROPOSED FLOATINGDOCK (BY OTHERS)
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
118 RIVER ROAD SOUTH
13715.D1
HALIFAX CO., NC
N:\13715\D1\Drawings
PRESTON MCELHENEY
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONFIGURE 4
NOT TO SCALE IN-CHANNEL STRUCTURE DETAILSNOTE:1.BOULDER SILLS MAY BE CONSTRUCTED WITH ONE OR TWO ROWS OFBOULDERS (OR FOOTERS) DEPENDING ON SITE CONDITIONS ANDBOULDER THICKNESS.2.ELEVATION AND SLOPE OF BOULDER SILLS AND CONSTRUCTEDRIFFLE TO BE DETERMINED BY S&EC AT THE TIME OF CONSTRUCTION.3.BACKFILL CONSTRUCTED RIFFLE WITH RIVER ROCK OF SIZEEQUIVALENT TO CLASS B AND CLASS I RIPRAP.4.LEFT AND RIGHT BANKS OF CONSTRUCTED RIFFLE TO BE STABILIZEDWITH STACKED-BOULDER WALL. BACKFILL BEHIND BOULDERS WITHCOARSE AGGREGATE ENCASED IN NON-WOVEN GEOTEXTILE FABRIC.5.USE 10 OZ. NON-WOVEN GEOTEXTILE FABRIC FOR ALLAPPLICATIONS.BOULDER SILLBOULDER SILL & CONSTRUCTED RIFFLE DETAILPROFILE VIEW(NOT TO SCALE)CONSTRUCTED RIFFLE SECTION (B-B)FLOWNON-WOVENGEOTEXTILE FABRIC,30" MIN. (TYP.)CONSTRUCTED RIFFLE,LENGTH =15' (APPROX.)MASONRY CHANNEL BEDEXISTING STABILIZEDIN-CHANNEL
STRUCTURE DETAILSGEOTEXTILE FABRICDOWNSTREAMEXISTING STABILENON-WOVENTOP OF BANK(RIVER ROCK),STONE AGGREGATESEE NOTESGRADE BANKS TO TIE TOSURROUNDING TOPOGRAPY30" MIN. (TYP.)BOULDER SILL SECTION (A-A)& FOOTERSBOULDER SILL& FOOTERSBBAACHANNEL BEDCHANNELWIDTH(RIVER ROCK),STONE AGGREGATESEE NOTESSEE NOTESSEE NOTES18" THICK LAYER18" THICK LAYERCHANNELWIDTHGEOTEXTILE FABRICNON-WOVENGRADE BANKS TO TIE TOSURROUNDING TOPOGRAPYBOULDER WALLLOW HEIGHT STACKED-BOULDER WALL, SEELOW HEIGHT STACKED-SECTION B-BBOULDER SILL& FOOTERSBACKFILLCOARSE AGGREGATE
PUMP-AROUND DETAILS ITYPICAL PUMP AROUND OPERATION2-3" SURGE STONE ORRAILROAD BALLASTFLOWWORKINGAREAFLOW(NOT TO SCALE)SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND1.INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED PROJECT WORKING AREA.2.THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOWFROM UPSTREAM OF THE WORK SITE TO THE RIVER.3.INSTALL UPSTREAM IMPERVIOUS COFFERDAM AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.4.INSTALL THE DOWNSTREAM STONE CHECK DAM AND PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED AREA.THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER WILLFLOW INTO A SPECIAL STILLING BASIN.5.THE CONTRACTOR WILL PERFORM STREAM REPAIR WORK IN ACCORDANCE WITH THE PLANS.6.THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SEDIMENT AND BEFORE REMOVAL OF THE IMPERVIOUS COFFERDAM.REMOVE IMPERVIOUS COFFERDAM, PUMPS AND TEMPORARY FLEXIBLE HOSE/PIPING AND SPECIAL STILLING BASIN.7.ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND STABILIZE DISTURBED AREAS AS SHOWN ONPLANS.NOTES1.WORK SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.2.IMPERVIOUS COFFERDAMS SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.3.THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY.4.PUMP AROUND SHOULD BE ABLE TO CONVEY MINIMUM OF 1 CFS PER MI² OF DRAINAGE AREA TO SITE UNLESSOTHERWISE STATED IN SPECIFICATIONS.NOTES1.PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRICFOUNDATION.2.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVELWHERE THE DAM ABUTS THE CHANNEL BANKS.3.EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROMCUTTING AROUND THE ENDS OF THE CHECK DAM.4.IF NECESSARY, SET SPACING BETWEEN DAMS TO ENSURE THAT THE ELEVATION AT THETOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.5.PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THATCOULD CAUSE EROSION.6.MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE.7.ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOWTHE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACEDSTONES.DESIGN CRITERIA1.KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.2.KEEP THE CENTER OF THE CHECK DAM AT LEAST 8 INCHES LOWERTHAN THE OUTER EDGES AT NATURAL GROUND ELEVATION.3.KEEP THE SIDE SLOPES OF THE CHECK DAM AT 2:1 OR FLATTER4.IF NECESSARY, ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMSPLACES THE TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION ASTHE TOP OF THE DOWNSTREAM DAM.5.STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION.6.USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THECHECK DAM WITH NCDOT #5 OR #57 STONE.7.KEY THE STONE INTO THE CHANNEL BANKS AND EXTEND IT BEYONDTHE ABUTMENTS A MINIMUM OF 1.0 FOOT TO AVOID WASHOUT FROMOVERFLOW AROUND THE DAM.LOW HEIGHT TEMPORARY STONECHECK DAM AT THE DOWNSTREAMEND OF WORK AREATEMPORARY PIPINGPUMP AROUND PUMPIMPERVIOUSCOFFERDAM(LOCATE ASDIRECTED ATTHE TIME OFCONSTRUCTION)DISCHARGE TO RIVER(LOCATE OUTFALL AS DIRECTED ATTHE TIME OF CONSTRUCTION)SPECIAL STILLINGBASIN (AS DIRECTEDAT THE TIME OFCONSTRUCTION)DEWATERING PUMPTEMPORARY FLEXIBLEHOSE/PIPEEXISTINGCHANNELSPECIAL STILLING BASIN(NOT TO SCALE)NONWOVENFILTER FABRICEXISTINGGROUNDSTILLING BASIN(DIRT BAG)15 - 20'NOTES:1.LOCATE DIRT BAG ON ROCK PAD TO AID IN DEWATERING.2.DIRT BAG TO BE PLACED OUTSIDE OF JURISDICTIONAL STREAM.3. THE DIRT BAG SHALL BE MONITORED DURING DEWATERING OPERATIONS. REMOVEDIRT BAGS WHEN THEY ARE AT LESS THAN OR EQUAL TO 75% CAPACITY ANDDISPOSE OF SEDIMENT WITHIN THE LIMITS OF DISTURBANCE. CAUTION SHALL BEAPPLIED SUCH THAT NO SEDIMENT IS RELEASED DURING THE DISPOSAL PROCESS.Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
118 RIVER ROAD SOUTH
13715.D1
HALIFAX CO., NC
N:\13715\D1\Drawings
PRESTON MCELHENEY
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONFIGURE 5
NOT TO SCALE
PUMP-AROUND DETAILS I PUMP-AROUND OPERATION DETAIL AND PUMPING SEQUENCE ARE TYPICALAND MAY BE MODIFIED AT THE TIME OF CONSTRUCTION. CONTRACTOR MAYPREPARE AND PRESENT ALTERNATIVE PUMP AROUND OPERATION SEQUENCEFOR REVIEW AND APPROVAL BY OWNER AND S&EC PRIOR TO CONSTRUCTION.
IMPERVIOUS COFFERDAM(NOT TO SCALE)VARIES6"-1'5' TYP.CLASS 1 RIPRAP, SEE NOTEPROFILE VIEW (LOOKING DOWNSTREAM)TOP ELEVATION OF BASEFLOWEXISTING SLOPE5' TYP.1 MAX.10.5'-1'SAND BAGCOREIMPERVIOUSSECTION VIEW2' TYPICALTARPTEMPORARY CHECK DAM(NOT TO SCALE)EXISTING SLOPESPROFILE VIEW (LOOKING DOWNSTREAM)VARIES6"-1'2' TYP.#57 WASHED STONETOP ELEVATION OF BASEFLOWEXISTING SLOPE3' TYP.SECTION VIEWVARIES1 MAX.1STONE#57 WASHED0.5'-1'2' TYPICALEXISTING SLOPESVARIESCLASS 1 RIPRAPProject:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
118 RIVER ROAD SOUTH
13715.D1
HALIFAX CO., NC
N:\13715\D1\Drawings
PRESTON MCELHENEY
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONFIGURE 6
NOT TO SCALEPUMP AROUND DETAILS IIPUMP-AROUND DETAILS IINOTE:IMPERVIOUS COFFERDAM MAY BE COVEREDWITH CLASS I RIPRAP AS DETERMINED BY THEENGINEER AT THE TIME OF CONSTRUCTION.NON-WOVENGEOTEXTILE FABRICCLASS 1 RIPRAP, SEE NOTENON-WOVENGEOTEXTILE FABRIC
PLANSTREAM CHANNELFLOWELEVATIONEARTH FILL COVERED BYLARGE ANGULAR ROCKCAPACITY OF PIPE CULVERTS=BANK FULL FLOWFILTERFABRICCOARSE AGGREGATEEARTH FILL COVERED BYLARGE ANGULAR ROCKTOP OF BANK25' MIN.TOP OF BANK25' MIN.COARSE AGGREGATE 6" DEEP12" DIAMETER OF PIPE OR 12"WHICHEVER IS GREATERNOTES:1.EXACT CONFIGURATION AND DIMENSIONS OFTEMPORARY STREAM CROSSING MAY BE MODIFIED BY ENGINEER AT THE TIME OF CONSTRUCTION.2.CONTRACTOR PREFERRED ALTERNATE CROSSINGCONFIGURATION TO BE APPROVED IN ADVANCE BY ENGINEER.15', TYPProject:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
118 RIVER ROAD SOUTH
13715.D1
HALIFAX CO., NC
N:\13715\D1\Drawings
PRESTON MCELHENEY
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTIONFIGURE 7
NOT TO SCALETEMPORARY STREAM CROSSING DETAILTEMPORARY STREAM
CROSSING DETAIL
Project:
Client:Location:
Project No.:
Proj. Mgr.:Drawn:
Scale:
Sheet Title:Sheet No.:
REV.DESCRIPTION APPR.DATE
REVISIONSã 2019 Soil & Environmental Consultants, PA. N.C. FIRM LICENSE NO. C-2141846-94678412 Falls of Neuse Rd., Suite 104Raleigh, North Carolina 27615 (919)Phone:
www.SandEC.com
846-5900 Fax:(919)
118 RIVER ROAD SOUTH
13715.D1
HALIFAX CO., NC
N:\13715\D1\Drawings
PRESTON MCELHENEY
JWSPKSPRELIMINARYDO NOT USE FOR CONSTRUCTION1"=20'
IMPACT MAP SCALE 1" = 20'NORTH20CONTOUR INTERVAL = 1'10020FIGURE 8IMPACT MAPNWP 18PERMANENT IMPACT (NO PERMANENT LOSS)TEMPORARY IMPACTS143 FT.50 FT.0.022 AC.0.012 AC.NWP 13PERMANENT IMPACT (NO PERMANENT LOSS)286 FT. (143 LEFT BNK, 143 RIGHT BNK)0.009 AC.VOLUME CALCULATIONSTOTAL FILL = 18.54 CY (<25 CY)VOLUME CALCUALTIONSAVERAGE FILL = 0.0139 CY/LF (<1 CY/LF)NOTES:1.SITE DATA INCLUDING INFRASTRUCTURE, UTILITIES, NATIVE VEGETATION, EXISTING CONTOURDATA, ORDINARY HIGH WATER MARK (OHWM), EDGE OF WATER AND PROPERTY BOUNDARIESPROVIDED BY JOYNER KEENY, PLLC OF ROCKY MOUNT, NC.2.ALL LOCATIONS, ELEVATIONS AND DIMENSIONS ARE APPROXIMATE. THIS IS NOT A SURVEY.
14'-412"14'-412"36'-412"
23'-712"
1'
-
0
"22°50°52°6'-412"6'-412"14'-412"2'-3"8'-3"6'-10"2"16'-712"6'-734"4'-1012"12'-10"12'-312"5'-314"11'-11"112"4'-10"6'-612"30°30°FOUNDATION PLAN1/4" = 1'-0"1.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO NONBEARINGWALLS.2.UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE BASED ON A FINISHED FIRSTFLOOR REFERENCE OF 0'-0". ACTUAL FINISHED FLOOR ELEVATION IS XX.XX'.REFER TO ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR MATERIAL.FOUNDATION PLAN NOTES:N1.WOOD DECK TO REMAIN.N2.RIP RAP STONE - REFER TO CIVIL DRAWINGS.N3.REFER TO CIVIL DRAWINGS.N4.MASONRY PILASTER - REFER TO _ DRAWINGS.N5.8" CONCRETE SLAB REINFORCED PER DETAIL ON SHEET_.FOUNDATION KEY NOTES:123GB-3 GB-3GB-42S-1N4ROANOKERIVERGB-8GB-8GB-1GB-1GB-2N1N4N2GB-6
WP-2N31S-1GB-5
GB-7
GB-8CA5'
-
1
1
2"BN5GENERAL NOTES:1.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL,MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS, AND THE SPECIFICATIONS. THECONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES,HANGERS, INSERTS, ANCHORS, HOLES, AND ADDITIONAL ITEMS TO BE PLACED OR SET IN THESTRUCTURAL WORK.2.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE NORTHCAROLINA STATE BUILDING CODE, 2012 EDITION.3.THE WORK OUTLINED IN SPECIFICATION SECTION 014100 IS SUBJECT TO SPECIAL INSPECTIONS ASDESCRIBED IN THE TECHNICAL SPECIFICATIONS.4.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT ANDHOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERALBRACING ARE IN PLACE.8.DESIGN CRITERIA:VyVxWIND BASE SHEARS (FOR MWFRS):KIPSKIPS 5 7 ANALYSIS PROCEDURE:SPECTRAL RESPONSE ACCELERATIONS:SSSITE CLASSIFICATION SEISMIC LOADS:S1SDSSD1SEISMIC DESIGN CATEGORYIMPORTANCE FACTOR (IE)BASIC STRUCTURAL SYSTEM:RESPONSE MODIFICATION COEFFICIENT (R)SEISMIC RESPONSE COEFFICIENT (Cs)SEISMIC BASE SHEAR (V)KIPSDESIGN WIND SPEED WIND LOADS: MPHEXPOSURE CATEGORY LATERAL DESIGN CONTROL CONTROLLING LATERAL LOADSSEISMICDESIGN FLOOD ELEVATION FLOOD LOADS:FLOOD ZONE63 FEETAEGROUND SNOW LOAD SNOW LOADS: PSFFLAT-ROOF LOAD PSFIMPORTANCE FACTOR (Is)THERMAL FACTOR (Ct)EXPOSURE FACTOR (Ce)0.91.21.015153.00.06417ORDINARY REINFORCEDCONCRETE MOMENT FRAMERISK CATEGORY[II]B1.00.180.1920.070.11DEQUIVALENT LATERAL FORCEC90 DRILLED PIER NOTES:1.DRILLED PIERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THEREPORT OF SUBSURFACE INVESTIGATION AND GEOTECHNICAL ENGINEERING EVALUATIONPREPARED BY TERRATECH ENGINEERS, INC., DATED OCTOBER 14, 2016.2.DRILLED PIERS HAVE BEEN DESIGNED FOR A BEARING PRESSURE OF 10,000 PSF.3.BASE BIDS ON 17 FEET LENGTH FOR ALL DRILLED PIERS UNLESS NOTED IN PIER SCHEDULE.4.A TEMPORARY SEALED CASING SHALL BE PROVIDED WHERE REQUIRED TO PREVENT EXCESSIVEAMOUNTS OF SLOUGHING SOIL AND WATER FROM ENTERING THE PIER SHAFT.6.COMPLY WITH ALL OSHA REGULATIONS, EPA REGULATIONS, AND ALL OTHER FEDERAL, STATE ORLOCAL REQUIREMENTS WHICH PERTAIN TO THE CAST-IN-PLACE CONCRETE DRILLED PIER WORK.7.DRILLED PIERS SHALL BE INSTALLED TO A MAXIMUM TOLERANCE IN ANY DIRECTION OF 3 INCHESPER PIER. WHERE PIER IS OUT OF POSITION MORE THAN 3 INCHES IN ANY DIRECTION, THECONTRACTOR MAY BE REQUIRED TO CONSTRUCT STRAP BEAMS OR OTHER STRUCTURALELEMENTS TO COMPENSATE FOR THE ECCENTRICITY OF THE INSTALLED PIER. THE COST OFCORRECTIVE WORK, INCLUDING THE COST OF RE-ENGINEERING, SHALL BE PAID BY THECONTRACTOR.8.CONTRACTOR SHALL EMPLOY A REGISTERED LAND SURVEYOR TO SURVEY THE TOP ELEVATIONOF ALL DRILLED PIERS, THE LOCATION OF THE CENTER OF EACH PIER, AND THE PLUMBNESS OFEACH PIER. TOP ELEVATIONS SHALL BE GIVEN AS DEVIATIONS FROM THE CUTOFF ELEVATION.LOCATIONS OF THE PIERS SHALL BE GIVEN AS A DEVIATION FROM THE INDICATED PLAN LOCATIONOF THE PIERS IN EACH OF TWO PERPENDICULAR DIRECTIONS. ALL DIMENSIONS AND ELEVATIONSSHALL BE REPORTED TO WITHIN 18 INCH.CAST-IN-PLACE CONCRETE NOTES:1.CONCRETE SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301 AND 318.2.CONCRETE SHALL BE NORMAL WEIGHT AND SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTHSOF 3,000 PSI.3.REINFORCING MATERIALS SHALL BE AS FOLLOWS:A.REINFORCING BARS - ASTM A 615, GRADE 60, DEFORMED.4.ALL REINFORCING BARS AND EMBEDDED ITEMS SHALL BE ACCURATELY PLACED AND ADEQUATELYTIED AND SUPPORTED BEFORE CONCRETE IS PLACED TO PREVENT DISPLACEMENT BEYONDPERMITTED TOLERANCES.5.CONCRETE COVER TO REINFORCING BARS SHALL CONFORM TO THE MINIMUM COVERRECOMMENDATIONS IN ACI 318, UNLESS THE DRAWINGS SHOW GREATER COVER REQUIREMENTS.6.LAP CONTINUOUS REINFORCING BARS 57 X BAR DIAMETER, TYPICAL UNLESS OTHERWISE NOTED.SECTION3/4" = 1'-0"1S-1SECTION3/4" = 1'-0"2S-11'-0"1'-0"ACBSLAB - REF PLAN#4 AT 24" OCBEAM - REF PLANAND SCHEDULEGRADE - REFCIVIL DWGSEL - REF PLANSLAB - REF PLANHANDRAIL - REFARCH DWGSBEAM BEYONDDRILLED PIERBEYONDCONNECTIONBY HANDRAILMANUFACTURERFOR DETAILSNOT NOTED REFSECTION 1/S-1NOTES:The McElheney Residence
CONCEPTUAL DESIGN DOCUMENTS FOR:
PRESTON & LINDSEY MCELHENEY
118 RIVER ROAD SOUTH
ROANOKE RAPIDS, NORTH CAROLINASHEET:This is a conceputal designplan only, prepared fromrough site measure and aerialphotograph information.Plan is not for construction.Any development from thisconcept design should beaccompanied by seperatedesign development drawings.Plan is the property ofJ.Brownlee Design.Copyright 2015.STRUCTURAL ENGINEERSSTROUD PENCE5032 ROUSE DRIVE, SUITE 200VIRGINIA BEACH, VA 23462Ph. [phone]WWW.STROUDPENCE.COMS-1FOUNDATION PLAN
4"PLANMIN2'-0"SEALED (OR DEPTH2'-0" MINOF GB)UNSEALED30°TYPICAL DRILLED PIER DETAILNTSCL OF DRILLED PIER ATCL OF COLUMN ABOVE(TYPICAL UNLESSOTHERWISE NOTEDON PLAN)TOP OFDRILLED PIERELEVATION8-#7 VERT REINF(PROVIDE STD 90 HOOKAT TOP EACH BAR)2'-0" SHAFTDIAMETERASSUMED BOTTOMOF DRILLED PIERELEVATION - REFDRILLED PIER NOTESTOP OF SLABEL - REF PLAN#4 TIES AT 18" OC12" LAP3" CLR6"MIN3" CLR3'-6" BELL DIAMETERROUGHEN CONCRETETO FULL 1" AMPLITUDEEXTERIOR CLEAR SPAN = LCANTILEVER CLEAREXT SUPPORT4"6"LARGER OFINTERIOR CLEARSTIRRUP0.125xL"D"
DEPTH LARGER OFLARGER OFWIDTH"W"STIRRUPSTIRRUPSTIRRUP1.0xLc OR0.25xL0.33xL OR 0.33L10.33xL OR 0.33L1SPAN = LcSPAN = L10.125xL13" CLR2" CLR'B' BARS -NOTE 3CONTINUEOUTSIDE FACE'B' BARS INTOCANTILEVERSTIRRUPS AT 36" OCSTD 90° OR 180°HOOKS (TYP)'D' BARS -NOTE 2'C' BARS -NOTE 1ASECTIONAINT SUPPORT2"2"2"2"0" (TYP)'A', 'C' OR'D' BARS'B' BARS6"6"'A' BARS3" CLR (TYPUON)SPACINGSPACINGSPACINGSPACINGNOTES:1.'C' BARS SHALL BE LARGER AREA OF TWOADJACENT SPANS.2.'D' BARS SHALL BE LARGER AREA OF TWOADJACENT SPANS. TENSION LAP SPLICE ATMIDSPAN OR RUN CONTINUOUS.3.'B' BARS AT ALL PERIMETER BEAMS SHALLHAVE TENSION LAP SPLICES OVER INTERIORSUPPORTS AND STANDARD 90° HOOKS ATEXTERIOR SUPPORTS ON FACE BARS.4.'B' BARS EXTENDING INTO SUPPORT SHALL BEA MINIMUM 50% OF TOTAL 'B' BARS AND SHALLALWAYS INCLUDE FACE BARS.5.'E' BARS SHALL HAVE TENSION LAP SPLICES ATMID SPAN OR RUN CONTINUOUS. 'E' BARSSHALL BE EQUALLY SPACED, HALF EACH FACE.NOTE 4NOTE 4TYPICAL CAST-IN-PLACE CONCRETE BEAM DETAILNTSCAST-IN-PLACE CONCRETE GRADE BEAM SCHEDULEMARKSIZEREINFORCINGREMARKSWIDTHDEPTH'A' - BARS'B' - BARS'C' - BARS'D' - BARSSTIRRUPSNOSIZENOSIZENOSIZENOSIZESIZESPACINGGB-124202#64#6--2#6#__ AT _"OC, _ AT _"OC-GB-2--4#7#__ AT _"OC, _ AT _"OC-GB-3#__ AT _"OC, _ AT _"OC-GB-4--#__ AT _"OC, _ AT _"OC-LAP TOP BARS 36xBDAT MID SPAN ORRUN CONTINUOUS1 1/2" CLRSLAB THICKNESS(T) - REF PLANEXT SUPPORTINT SUPPORT1 1/2" CLRLAP EVERY OTHERBOT BAR 36xBD OR RUNCONTINUOUS#4 AT 12" OCSTANDARD 90° OR 180°HOOK. TILT HOOK FROMVERTICAL AS REQUIREDTO MAINTAIN INDICATEDCLEARANCEBOT BARSTOP BARS0" (TYP)TYPICAL ONE-WAY SLAB REINFORCING DETAILNTS6"1 1/2" CLR0.125L10.125L2LARGER OF0.25Lc OR0.25L1(1'-6" MIN)LARGER OF0.3L1 OR 0.3L2(1'-6" MIN)LARGER OF0.3L1 OR 0.3L2(1'-6" MIN)EXTERIOR CLEAR SPAN = L1INTERIOR CLEAR SPAN = L2ASECTIONADEPTH'D'NTSCONSTRUCTION JOINT DETAILTYPICAL BEAMD 3D3D3 PREVIOUS POUR3" MIN TO NEARESTBEAM STIRRUPSPROVIDE KEY FULLWIDTH OF BEAMTOP REINFBOTTOM REINFTOP AND BOTTOMREINF IS CONT THRUJOINTNEW POURLOCATE BEAM CONSTRUCTIONJOINTS IN MIDDLE OF SPANSTD 90°HOOK (TYP)8-#7 VERT DOWELSSTEEL CASING(PERMANENT ORTEMPORARY)3"CLRTOTIE(TYP)4'-2"SOCKET DEPTH = 5 FEETGB-5--#__ AT _"OC, _ AT _"OC-GB-6--#__ AT _"OC, _ AT _"OC-GB-7--#__ AT _"OC, _ AT _"OC-GB-8----#__ AT _"OC, _ AT _"OC-24202420242024303030303024202#62#62#62#62#62#62#63#63#64#63#64#64#76#86#74#63#64#74#74#7#4 AT 12" OC#5 AT 12" OC#4 AT 12" OCTRANSVERSE#4 AT 18" OCTRANSVERSENOTES:The McElheney Residence
CONCEPTUAL DESIGN DOCUMENTS FOR:
PRESTON & LINDSEY MCELHENEY
118 RIVER ROAD SOUTH
ROANOKE RAPIDS, NORTH CAROLINASHEET:This is a conceputal designplan only, prepared fromrough site measure and aerialphotograph information.Plan is not for construction.Any development from thisconcept design should beaccompanied by seperatedesign development drawings.Plan is the property ofJ.Brownlee Design.Copyright 2015.STRUCTURAL ENGINEERSSTROUD PENCE5032 ROUSE DRIVE, SUITE 200VIRGINIA BEACH, VA 23462Ph. [phone]WWW.STROUDPENCE.COMS-2TYPICAL DETAILS