HomeMy WebLinkAboutPFM00517////////////////////////////////////////////////////////////REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL91028 ASBKSB8/20/2013DEMOLITION & SITE PLANNORTHJOHNSON PARK PLAY EQUIPMENT
REPLACEMENT PROJECTSOUTHWOOD DRIVEAUGUSTA STREET173E(SIGNATURE)ANN SEVERFSTOEATALIFC RS
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ECTCHARTI002040(IN FEET)10GRAPHIC SCALE1 IN = 20 FTDEMOLITION PLANDEMOLITION CALL OUT NOTES1.Remove (E) play structures including concrete foundations entirelyand backfill voids with Aggregate Base.2.Remove existing play sand and native materials to (E) subgrade.See Sheet 3 for grades.3.Existing play curb to remain.4.Existing play curb to remove. Sawcut smooth clean edge.5.Existing turf to remove. Relocate and adjust existing irrigation headsand piping to new edge of turf.6.Existing turf areas to remain. Preserve / protect irrigation. Repairany turf and/or irrigation lines/heads damaged by contractor'soperations.7.All trees to remain. Preserve/protect from damage.8.Existing benches and bike rack to remain.9.Existing bench to be relocated. Remove and store for laterre-installation. See Sheet 3 for Layout Plan.10.Existing concrete flat work to remain.11.Existing concrete flat work to remove. Saw cut at perimeter.12.Existing ruberized surfacing with concrete base to remove.13.Existing AC paving to remain.14.Existing BBQ Area to remain.15.Existing Restrooms to remain.16.Existing sand to remain. Preserve / protect in place.17.Approximate location of existing old play equipment footings.remove and backfill holes.18.Approximate location of existing 48" dia. gravel pit sumps, adjustnew play equipment footings to avoid sumps if possible.19.Approximate location of existing irrigation head to remove orrelocate, typ.20.Approximate location of existing irrigation head to remain, typ.21.Contractor may use the closest five (5) parking spaces adjacent toplayground as a staging area for this project. Protect existing pavingand park improvements from damage.177777TYP.LAWNSHRUBS ANDTREESAC PAVINGBALANCEBEAMSWINGSPLAYGROUNDEQUIPMENTSHRUBS ANDTREESLAWNLAWNLAWNLAWN3455566666889101312101010101415LAWN1011SITE PLANSITE PLAN CALL OUT NOTES1.Install play equipment in accordance with the manufacturer'srecommendation and the latest California Playground Regulations. SeeSheet 3 for layout.1A 2-5 Yr Custom Play Structure1B T-Post Swing with 2 bucket seats1C 2-5 Yr Saddle Spinner1D 5-12 Yr Custom Play Structure1E 5-12 Yr Belt Swing with 2 seats. Provide wear mats below1F Age Appropriate Sign2.Place crushed drain rock layer over (N) sloping subgrade. The top of thecrushed drain rock layer shall be level. Place filter fabric below and on topof crushed drain rock layer.3.Place layer of Engineered Wood Fiber (EWF) Surfacing over crushed drainrock and filter fabric layer. See Details on Sheet 4.4.Provide concrete ramp where shown. See Details on Sheet 4.5.Provide turf sod where shown and in areas damaged by contractor'soperations.6.Provide (N) concrete flatwork where shown. See Details on Sheet 4.7.Provide (N) concrete play curb where shown. See Details on Sheet 4.8.Existing play sand to remain. Contractor to fill area with existing sand onsite as directed by Engineer.9.Existing gravel pit sump.Area of EWF surfacing002040(IN FEET)10GRAPHIC SCALE1 IN = 20 FTNORTH1A1B1C1D1E1F1F445223767723238/20/201316181717188991920IRRIGATION NOTESA.Existing irrigation lines not shown for clarity.B.Locate irrigation valves supplying water to these heads andmaintain water supply to all remaining and relocated heads.C.Relocate irrigation lines as necessary to service relocated andremaining irrigation heads.D.Provide Sch 40 PVC sleeves for any relocated irrigation lineslocated under concrete paving.212019DRAINAGE NOTEA.New drainage pipe not shown for clarity. Refer to Sheet 3 fordrainage plan.B.Slope subgrade minimum1% to (N) perforated drain pipe. SeeDrainage and Grading on Sheet 3.2875 AUGUSTA STREET
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(22.449///////////////SSSSSS////////////SSSSSSREVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL91028 ASBKSB8/20/2013GRADING, DRAINAGE & LAYOUTNORTHSCALE 1" = 20'1002020JOHNSON PARK PLAY EQUIPMENT
REPLACEMENT PROJECTSOUTHWOOD DRIVEAUGUSTA STREETPLAY EQUIPMENT LAYOUTDRAINAGE & GRADINGDRAINAGE/GRADING NOTES1.Install concrete access ramp. See Details A & B on Sheet 4.2.Provide (N) perforated drain pipe and cleanouts along edge of (E) containmentcurb as shown. See details on Sheet 4.3.Slope subgrade to (N) perforated drain pipe. Place 12" minimum depth ofcompacted (15" uncompacted) EWF surfacing over layer of crushed drain rock(depth varies). Place filter fabric between EWF and crushed drain rock andbetween subgrade and drain rock. See Detail C on Sheet 4.4.Provide (N) Storm Drain Pipe. Connect to (N) Clean Outs, (N) perforated drainpipe, and drainage emitter. Daylight as shown. See Detail C on Sheet 4.5.Approximate location of existing 48" dia. gravel pit sumps, adjust storm drainpipe to avoid sumps if possible.6.6" Pop-up drainage emitter with basin. See Detail C, Sheet 47.Tunnel under stairs and sidewalk to install drain pipes.8.Existing subgrade in upper play area is elevation 282.09.Existing subgrade in lower play area is noted in calloutsPLAY EQUIPMENT LAYOUT NOTES1.Install City furnished play structures in accordance with themanufacturer's recommendations/details and the latestCalifornia Playground Regulations.1A - 2-5 Yr Custom Play Structure. Provide wear mats at exit of slide1B -T-Post Swing with 2 bucket seats1C -2-5 Yr Saddle Spinner1D -5-12 Yr Custom Play Structure1E -5-12 Belt Swing with 2 seats. Provide wear mats below2.Playground safety/fall zone (Typ) per manufacturer's layout.Verify that no conflicts exist before pouring foundations andnew curbs.3.Install age appropriate (2-5 yr. & 5-12 yr.) sign permanufacturer's instructions.4.Contractor to locate gravel sump pits and determine if theyconflict with equipment posts/foundations.5.Existing relocated bench (new location). Center on newconcrete pavementABBREVIATIONSCOClean Out(E)ExistingEGExisting GradeEMBEmbedmentESExisting Concrete SurfaceEWFEngineered Wood FiberFBProposed Top of EWF Surface (compacted)FLFlow Line of PipeFSProposed Finished Concrete SurfaceFSGProposed Finished SubgradeGRProposed Top of Crushed Drain Rock Surface (depth of gravel layer)(N)NewSG Existing Subgrade SurfaceTCTop of Curb/WallTCOTop of Clean OutTGTop of Existing GrateTPSTop of Play SandTSTop of Existing StepTWTop of Existing WalkSOUTHWOOD DRIVEAUGUSTA STREET281.91 TC281.83 FB280.83 GR (11.2")279.90 SG281.90 TC281.83 FB280.83 GR (7.4")280.20 SG282.47 TC281.83 FB280.83 GR (6.4")280.30 SG283.80 TC283.13 FB282.13 GR (2.0")281.96 FSG283.71 TC283.13 FB282.13 GR (2.0")281.96 FSG283.83 TWMATCH283.40 TCMATCH283.66 TWMATCH284.00 TC283.13 FB282.13 GR (4.0")281.80 FSG283.21 TS283.13 FB282.13 GR (8.9")281.39 FSG281.62 TS281.83 FB280.83 GR (1.6")280.70 SG281.90 TCMATCH281.83 TPS280.30 SG%1.04" Solid Drain Pipe3.4% Slope 280.83 TCO279.85 SG279.85 FL277.80 EG276.80 FL280.70 SG280.70 FL280.83 TCO279.95 SG279.95 FL280.83 TCO280.20 SG280.20 FL 3" Perf. Drain Pipe1.6% Slope3" Perf. Drain Pipe0.5% Slope4" Solid Drain Pipe1.3% Slope282.13 TCO281.39 FSG281.39 FL282.13 TCO281.47 FSG281.47 FL3" Perf. Drain Pipe1% Slope282.13 TCO281.51 FSG281.51 FL3" Perf. Drain Pipe1% Slope4" Solid Drain Pipe8.6% SlopeBa
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AA1D1E1B1A1C332PLAY CURB & RAMP LAYOUT NOTESA.Install concrete access ramp where shown perDetails A & B on Sheet 4B.Install play curb per Detail D on Sheet 4C.Install concrete pavement per Detail E on Sheet 4D.Install turf where shown and in areas damaged bycontractors operations per requirements in thespecifications.CCDBBAlign withexistingAlign withexistingAlign withexisting7.2'24.3
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'R13.0'9.7'8.3'8.5'Center concrete accessramp on access walkE(SIGNATURE)ANN SEVERFSTOEATALIFC R
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ECTCHARTI8/20/2013112233224445
56778442875 AUGUSTA STREET
2NOTE:Dimensions for Play Equipment are topost centersS = Site LayoutLNORTHSCALE 1" = 20'100202050.5'
8'6' MAX. RAMP LG.MATCH (N) OR (E) CURB
8.33MAX. SLOPE4"
DEPTH 15"DEPTH VARIES
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REVISIONS:APPROVED BY:CHECKED BY:DRAWN BY:DESIGNED BY:DATE:CITY SPECIFICATION NO.SHEET NO.PROJECT TITLE:DESCRIPTIONCITYENGINEERDESIGNDATEAPPROVALSHEET TITLE:
RECORD DRAWING:ENGINEER OF RECORD:WALLACE SWANSON INTERNATIONALT 805 544-4011 F 805 544-4294SAN LUIS OBISPO, CA 93401612 CLARION COURTSURVEYING / GIS SOLUTIONSWATER RESOURCESwww.wallacegroup.usPUBLIC WORKS ADMINISTRATIONMECHANICAL ENGINEERINGLANDSCAPE ARCHITECTURECONSTRUCTION MANAGEMENTCIVIL ENGINEERINGPLANNING5432167891054321678910BACDEFGHIJBACDEFGHIJCONSULTANT NAME:REVISIONS#BL91028 ASBKSB8/20/2013CONSTRUCTION DETAILS
JOHNSON PARK PLAY EQUIPMENT
REPLACEMENT PROJECT Scale: 1/2"=1'CONCRETE ACCESS RAMP PLANAB4FLAIR 1:10MAX. SLOPEFLAIR 1:10MAX. SLOPECONCRETE ACCESS RAMP8.33% MAX. SLOPE (1:12)LEGEND1.Dowel into (E) walk per STD.4910 @ 24" O.C. spacing (typ)2.(E) curb & sidewalk3.Sawcut and remove (E) curb4.14" Expansion joint material -See Specifications2133Scale: 3/4"=1'CONCRETE ACCESS RAMP SECTIONBLEGEND1.Existing sidewalk2.Dowel into (e) walk per STD. 4910 @ 24" O.C. spacing3.Concrete access ramp4.#4 bars @ 18" o.c. each way5.3 - #4 bars continuous as shown6.Compacted EWF7.Crushed Drain Rock, min 3" thick8.Compacted ag. base (class 3)9.Existing sloping sub-base10.Compacted subgrade11.Match (E) sidewalk12.14" Expansion joint material - See Specifications1234556789PROVIDE LEVEL LANDING2% MAX. SLOPE6' RAMP LENGTH6"106" EMB12Scale: 3/4"=1'ENGINEERED WOOD FIBER/DRAINAGE SECTIONCLEGEND1.Top of existing concretecontainment curb or stairway2.3" Perforated SCH 40 PVC DrainPipe. Place pipe on subgradewith perforations down.3.Compacted EWF. **4.Provide 15" EWF at initialinstallation. **5.Crushed Drain Rock layer,thickness varies (2" minimum atupper perimeter of play pit)6.Filter Fabric7.Top of existing or proposedsloping subgrade (see plan)8.Compacted subgrade9.Hold finished grade of compactedEWF 1" below TC and TW unlessnoted otherwise per grades.10.Place 4" pipe cleanout at top ofCrushed Drain Rock layer11.4" solid SCH 40 PVC drain pipe(tunnel under (E) wall andstairway.12.Provide adapter as needed toaccept drainline13.6" SCH 40 PVC drain riser (lengthas required)14.6" Pop-up drainage emitter withbasin such as NDS #625. Set 12"above grade.15.Set drainage emitter into 4" thickby 18" square concrete collar.16.4" deep Crushed Drain Rock123456789(3" ABOVE FG)
INITIAL EWF
(2" MINIMUM)EWF11ALIGN WITH(E) SLOPE1110141513141612276.80FL'$</,*+76/23(11Scale: 3/4"=1'PLAY AREA CONTAINMENT CURBD1.Concrete containment curb - STD 12" wide2.14" tooled radius, TYP all exposed edges3.#4 rebar continuous4.#4 rebar @ 18" o.c.5.Crushed Drain Rock layer, thickness varies (2" minimumat upper perimeter of play pit). See Grading Plan6.Compacted EWF7.Filter Fabric between EWF and Crushed Drain Rock andbetween Crushed Drain Rock and subgrade8.Top of existing or proposed sloping subgrade (see plan)9.Compacted subgrade10.Finished grade - flush at adjacent concrete, hold down 1"at adjacent turf11.Dowel into (E) curb - two dowels 12" apart at each joint12.(E) concrete containment curb2314567810LEGENDSECTIONPLAN61011112Scale: NTSCONCRETE PAVEMENT SECTIONE1.Concrete paving - medium broom finish2.Dowel into play area containment curb /(E) sidewalk per STD. 4910 @ 24" O.C.spacing3.12" expansion joint, see Specifications4.Play area containment curb or adjacentsidewalk5.Compacted subgrade (95%)6.Compacted Class II aggregate base (95%)7.Match (E) curb / sidewalkLEGEND71234569E(SIGNATURE)ANN SEVERFSTOEATALIFC RS
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ECTCHARTI4118/20/20132875 AUGUSTA STREETGRAVEL ** It is assumed that full compaction or theproposed FG of the EWF will be reachedafter 1 year of the installation. Contractorshall initialy place 15" of EWF (or 3" abovethe propsed FG as shown on the gradingplan) and lightly compact EWF to thesatisfaction of the Engineer.