NOTES: 1- RESTORE ALL LANDSCAPING TO PRE-CONSTRUCTION CONDITION. 2- RESTORE AND/OR REROUTE ALL IRRIGATION/SPRINKLER SYSTEMS AFFECTED BY CONSTRUCTION. 3- INSTALL CONTROL JOINT A MINIMUM OF 2" DEEP AT 10' INTERVALS. 4- INSTALL EXPANSION JOINTS AT 60' INTERVALS. 5- ALL SIDEWALK TO BE 4" PCC ON 6" UBC, DRIVEWAY CROSSINGS SHALL BE 5" PCC ON 6" UBC. 6-PIPELINE CONSTRUCTION SHALL BE DONE BEFORE SIDEWALK ADN PIPELINE CONSTRUCTION SHALL BE DONE BEFORE SIDEWALK ADN ASPHALT CONSTRUCTION BEGINS. CONTRACTOR SHALL COORDINATE WITH CASCADE PIPELINE CORPORATION FOR CONSTRUCTION SCHEDULE
NOTES: 1- RESTORE ALL LANDSCAPING TO PRE-CONSTRUCTION CONDITION. 2- RESTORE AND/OR REROUTE ALL IRRIGATION/SPRINKLER SYSTEMS AFFECTED BY CONSTRUCTION. 3- INSTALL CONTROL JOINT A MINIMUM OF 2" DEEP AT 10' INTERVALS. 4- INSTALL EXPANSION JOINTS AT 60' INTERVALS. 5- ALL SIDEWALK TO BE 4" PCC ON 6" UBC, DRIVEWAY CROSSINGS SHALL BE 5" PCC ON 6" UBC.
GRATINGS OR SIMILAR ACCESSES SHALL NOT BE LOCATED IN THE AREA AT THE BASE OF THE CURB RAMP OR LANDING AREA. IF OBSTRUCTIONS SUCH AS GRATINGS, INLETS, UTILITY POLES, PULL BOXES, FIRE HYDRANTS, ETC. ARE ENCOUNTERED, THE LOCATION AND DIMENSIONS MAY BE ADJUSTED UPON APPROVAL OF THE ENGINEER. NO LIP SHALL BE PERMITTED AT THE CURB RAMP SLOPE TO GUTTER PAN. PLANTMIX BITUMINOUS SURFACE SHALL BE FLUSH WITH THE EDGE OF THE GUTTER PAN IN THE AREA OF THE CURB RAMP. ROUGH BROOM TEXTURE ON CURB RAMPS AND WINGS. CURB RAMP WINGS DO NOT HAVE TO BE WITHIN CROSSWALK. HOWEVER THE RAMP ITSELF HAS TO BE INSIDE CROSSWALK. ALL SLOPE RATES ARE RELATIVE TO LEVEL AND SHALL MEET ADAAG STANDARDS. GUTTER SHALL MAINTAIN POSITIVE DRAINAGE TO PREVENT PONDING. DETECTABLE WARNING PANELS SHALL BE ADA SOLUTIONS INC. 24"x60" CAST IN PLACE TACTILE SURFACE (COLOR: YELLOW) MODEL 2460IDPAV2 OR EQUAL. DETECTABLE WARNING PANELS SHALL BE INSTALLED PER MANUFACTURES INSTALLATION GUIDELINES AND CONFORM TO ADAAG (9.29.2) "CONTRAST". ALL CONCRETE TO BE REMOVED TO SAW CUT OR EXPANSION JOINTS. PORTLAND CEMENT CONCRETE (P.C.C.) SHALL HAVE THE FOLLOWING CHARACTERISTICS: 4000 PSI MIN. COMPRESSIVE STRENGTH @28 DAYS. AIR ENTRAINMENT 6% ±1% MAX, SLUMP 4 INCHES.CONTRACTORS SHALL CORRECT ANY CONFLICT WITH EXISTING PULL BOXES EXISTING BOXES AND INSTALLATION OF NEW PEDESTRIAN RAMPS. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SHALL BE PLACED ON FOUR (4) INCHES OF P.C.C. MAXIMUM SLOPE OF GUTTER AT RAMP IS 50:1 MAX.
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%%UPEDESTRIAN RAMP NOTES:
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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9.
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10.
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11.
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12.
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50:1 MAX
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TRUNCATED DOME PLATE
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SEE NOTE 8 THIS SHEET
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12:1 MAX
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50:1
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MAX
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PER PLAN
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A
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-
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%%UPLAN
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PLANS
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SLOPE PER
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SIDEWALK TYP
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6" UNTREATED BASE COURSE
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COMPACTED TO 95%%% PER
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CITY STANDARDS
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%%USECTION A-A
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12:1 MAX
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50:1 MAX
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13.
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PROPERTY LINE
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VARIES
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MAX
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50:1 MAX
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SUBASE PER
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PAVEMENT PLANS
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PAVEMENT PER PLANS
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SCALE: NTS
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DIRECTIONAL PEDESTRIAN RAMP
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1
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SCALE: NTS
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PAVEMENT SECTIONS
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2
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-
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DRIGGS STANDARD DETAIL COD-R-09
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*MODIFIED FROM DRIGGS STANDARD DETAIL COD-R-09
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RADIUS VARIES
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SEE PLAN
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CURB AND GUTTER
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PER PLANS
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REMOVE SOD, GRAVEL, AND/OR LANDSCAPING FOR SIDEWALK CONSTRUCTION, REPLACE TO PREEXISTING CONDITIONS AFTER CONSTRUCTION
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BACK OF SIDEWALK (BOW)
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MIN SLOPE 1% MAX SLOPE 2%
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4.CONCRETE SHALL BE FIBER REINFORCED CLASS 3500. UNLESS OTHERWISE CONCRETE SHALL BE FIBER REINFORCED CLASS 3500. UNLESS OTHERWISE INDICATED.