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HomeMy WebLinkAboutC2.03 Area 3 Materials & Keynot-BASIS O F B E A RI N G- R/W R/W R/W R/W R/W IVIVIVIVIVIVIVIVEP EP EP EP EP EP EP EP EP EPEPEP EP EP EP EP EP EPEPEPEPEP EP EPEPEPEPOH P OHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SIRRIRRIRRTEEMTRG-BASIS O F B E A RI N G- R/W R/W R/W R/W R/W IVIVIVIVIVIVIVIVEP EP EP EP EP EP EP EP EP EPEPEP EP EP EP EP EP EPEPEPEPEP EP EPEPEPEPOH P OHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP SIRRIRRIRRTEEMTRGEP EP EP EP EP EP EP EP EPEPEPEPEPEP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EPEPEPEPEPEPEPEPEPEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP DSDSDSDSDS DSDSDSMWCO AREA 4BAREA 3AREA 4AAREA 3AREA 119191941413.4BEGIN13.2183520'FIRELANE20'FIRELANE20'404.1TYP. OF 41822412323END4.218181838383838383844444444Keynotes:CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.Line LegendHEAVY DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LIGHT DUTY ASPHALTPAVING - SEE DETAIL4/C2.50.LANDSCAPE AREAS. REFERTO LANDSCAPE PLANSERIES L1.00 FOR MOREINFORMATION.STANDARD CONCRETEFLATWORK - SEE DETAIL1/C2.50.HEAVY DUTY CONCRETEFLATWORK - SEE DETAIL2/C2.50.SYTHETIC SAFETY SURFACE- SEE SPECIFICATIONSECTION 329200 ANDDETAIL 6/C2.51.CATCH CURB AND GUTTER, SEE DETAIL 5/C2.50.REVERSE CURB AND GUTTER, SEE DETAIL 6/C2.50.SAWCUT LINE, PROVIDE A NEAT SAW-CUTLINE WITH A SMOOTH TRANSITION FROMEXISTING MATERIAL TO NEW.4" DEPTH BASE COURSEPER SPECIFICATIONSECTION 321000.COMPACT TO 92% .#CONCRETE SIDEWALK PERISPWC(ACHD 2017SUPPLEMENTAL DRAWING)SD-7096' CHAIN LINK FENCEMaterial Legend4' CHAIN LINK FENCEASPHALT PAVING IN ACHDRIGHT-OF-WAY - SEEDETAIL 4/C2.50.1.BICYCLE RACK, IN-GROUND MOUNT PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS. SEE SPECIFICATION SECTION 323300 AND REFER TO DETAIL1/C2.52 FOR SIMILAR INSTALLATION PROCEDURE.2.SCOOTER/SKATEBOARD RACK, SEE SPECIFICATION SECTION 323300.3.FUTURE MONUMENT SIGN, COORDINATE SLEEVING WITH ELECTRICAL PLANS.INSTALL 24" MOW CURB AROUND SIGN - SEE DETAIL 10/C2.50.4.FIRE HYDRANT, REFER TO UTILITY PLAN C5.01.4.1.HYDRANT BOLLARD PER ISPWC SD-W10 (MERIDIAN SUPPLEMENTALDRAWINGS AND SPECIFICATIONS).4.2.INSTALL HYDRANT WITH CONCRETE APRON. SEE DETAIL 4/C2.51.5.FLAG POLE, SEE SPECIFICATION SECTION 107500.6.4' VALLEY GUTTER, SEE DETAIL 12/C2.50.6.1.VALLEY GUTTER PER ISPWC(ACHD 2017 SUPPLEMENTAL DRAWING) SD-708.7.TRASH ENCLOSURE, PER ARCHITECTURAL PLANS.7.1.CANE BOLT SLEEVE, SEE DETAIL 8/C2.52.8.PARKING BUMPER, SEE DETAIL 3/C2.52.9.6" MOW CURB, SEE DETAIL 5/C2.51.10.ACCESSIBLE PARKING STALL, SEE DETAIL 2/C2.52.11.4" WIDE WHITE ASPHALT MARKING, SEE SPECIFICATION SECTION 321216.12.PEDESTRIAN CROSS WALK STRIPING, SEE DETAIL 4/C2.52.13.CHAIN LINK FENCE, SEE SPECIFICATION SECTION 323113. REFER TO FENCE LEGENDFOR FENCE HEIGHT.13.1.FENCE IN STANDARD CONCRETE FLATWORK, SEE DETAIL 1/C2.52.13.2.FENCE IN ASPHALT PAVEMENT, SEE DETAIL 1/C2.52.13.3.FENCE IN LANDSCAPE, SEE DETAIL 1/C2.52.13.4.FENCE IN 18" MOW CURB, SEE DETAIL 1/C2.52.14.16" H x 24" W CONCRETE SEAT WALL, SEE DETAIL 7/C2.51.15.CONCRETE RAMP PER ISPWC 2017 - DIVISION 70015.1.PEDESTRIAN RAMP, SD-712 (PERPENDICULAR) WITH TRUNCATED DOMES15.2.PEDESTRIAN RAMP, ACHD 2017 SUPPLEMENTAL SD-712 (SKEWED) WITHTRUNCATED DOMES15.3.PEDESTRIAN RAMP - TYPE 1, SEE DETAIL 3/C2.51.15.4.PEDESTRIAN RAMP, SD-712H SIMILAR (H1, DETACHED SIDEWALKS) WITHTRUNCATED DOMES.15.5.PEDESTRIAN RAMP FOR ADA LOADING ZONE, SD-712G SIMILAR (MID-BLOCK)WITH TRUNCATED DOMES.16.TRUNCATED DOMES PER ISPWC 2017 SD-712.17.LIGHT POLE, COORDINATE WITH ELECTRICAL.17.1.INSTALL 9" FROM BACK OF SIDEWALK OR EDGE OF ASPHALT.17.2.INSTALL LIGHT POLE WITH CONCRETE APRON, SEE DETAIL 4/C2.51.18.UTILITY STRUCTURE, COORDINATE WITH C5.00 SHEETS.19.FROST WALL, SEE DETAIL 9/C2.50.20.FLATWORK REINFORCEMENT, SEE DETAIL 8/C2.51.21.TRANSFORMER, COORDINATE WITH ELECTRICAL.22.CURB TRANSITION, SEE DETAIL 11/C2.50.23.DRAINAGE SWALE WITH INFILTRATION WINDOWS, COORDINATE WITH DRAINAGEPLANS AND LANDSCAPE PLANS.24.SCHOOL ZONE SIGNAL, SEE C6.00 FOR ADDITIONAL INFORMATION.25.CHAIN LINK GATE, WIDTH PER PLAN. MATCH HEIGHT OF ADJACENT FENCE. SEESPECIFICATION SECTION 323113.25.1.DOUBLE HINGE GATE25.2.SINGLE HINGE GATE25.3.ROLLING GATE26.THICKENED EDGE AT CONCRETE FLATWORK, SEE DETAIL 1/C2.51.27.IRRIGATION WELL, SEE IRRIGATION PLAN FOR ADDITIONAL INFORMATION.27.1.WELL PUMP CONTROL PANEL, MAINTAIN MINIMUM 3-FEET CLEAR FROMTRANSFORMER.28.BENCH IN CONCRETE SEAT WALL, SEE SPECIFICATION SECTION 323300 ANDDETAIL 7/C2.51.29.WHITE THERMOPLASTIC CROSSWALK STRIPING PER ACHD STANDARD TRAFFICDETAIL TS-1112.03.30.24" WHITE THERMOPLASTIC STOP BAR PER ACHD STANDARD TRAFFIC DETAILTS-1112.0331.STREET CUT AND SURFACE REPAIR PER ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-303.32.TRAFFIC ARROW PER PLAN, SEE DETAIL 5/C2.52.33.24" CONCRETE MOW CURB AT WALL, SEE DETAIL 10/C2.50.34.6" WIDE YELLOW MARKING, SEE SPECIFICATION SECTION 321216.35.FIRE LANE, SHOWN FOR REFERENCE ONLY.36.CONCRETE CURB AT SIDEWALK, REFER TO ISPWC (ACHD 2017 SUPPLEMENTALDRAWINGS) SD-712G.37.FUTURE PORTABLE BUILDING.38.SIGN SHALL HAVE CONCRETE APRON. REFER TO SITE SIGNAGE C2.11- C2.14. SEEDETAILS 6/C2.52 AND 4/C2.51.39.CONCRETE CHANNEL CURB AND GUTTER, SEE DETAIL 7/C2.50.40.SOCCER FIELD SHOWN FOR GRAPHIC PURPOSES ONLY.41.6" WIDE FLUSH CURB WHERE SYNTHETIC TURF MEETS ASPHALT. SEE DETAIL6/C2.51.42.4' ACCESSIBLE VALLEY GUTTER AT LOADING ZONE, SEE DETAIL 2/C2.51.43.CONCRETE DRIVEWAY APPROACH PER ISPWC SD-701A.44.EXISTING GRAVITY IRRIGATION STRUCTURE. CONTRACTOR SHALL ADJUST RIMELEVATION TO MATCH PROPOSED FINISH GRADE.DRAWING NO.:2400 E. Riverwalk DriveBoise, Idaho 83706www.lkvarchitects.com208.336.3443DATE:LKV PROJECT #:1930DRAWN BY:CHECKED BY:BLUE VALLEY ELEMENTARY SCHOOL WEST ADA SCHOOL DISTRICT W. AMERICAN FORK DR. Revisions # Description Date TLG PN: 11919003/31/2020GW/SCDDCZCHorizontal Scale: 020'40'1" = 20'Materials & Keynotes - Area 3File Location:g:\2019\119190\cad\_cd\119190 cd c200 materials and keynotes.dwgLast Plotted By:david duperaultDate Plotted:Tuesday, March 31 2020 at 03:26 PM Area 3Materials & KeynotesC2.03S. LINDER RDSean Conner03/31/2020Sean Conner