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HomeMy WebLinkAboutscan-5HMA SURFACE COURSE — NON WOVEN GEO TEXTILE FABRIC PAVERS PER MANUFACTURER'S SPECIFICATIONS SAND SETTING BED AGGREGATE BASE IDOT GRADATION 14 I} CONCRETE PAVERS NTS SUBGRADE e PCC CONCRETE PAVERS (SEE DETAIL) #4 REBAR, CONTINUOUS; 4" CLEAR (TYP) FLUSH CONCRETE CURB 4' CHAMFER EDGE ADJACENT PLANTING BED _ --_1 NTS CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE IDOT GRADATION 14 IDOT SECTION 7020, HIGH TRAFFIC PG-58-28H HMA BASE COURSE IDOT SECTION 7020, HIGH TRAFFIC PG-58-28H AGGREGATE BASE IDOT GRADATION 14 COMPACTED SUBGRADE Z SUBGRADE � N 40 MINIMUM OF 1/2 INCH 75% CRUSHED TYPE "A" AGGREGATE HMA PAVEMENT CONCRETE PAVERS (SEE DETAIL) #4 REBAR, CONTINUOUS; 4" CLEAR (TYP) FLUSH CONCRETE CURB ADJACENT PLANTING BED Rm NTS 7ETAIL & PLAN WATERPROOF COMPOUND, 2" DEEP CONCRETE, 4000 PSI =OUR HARD WOOD WEDGES FILL SPACE WITH PACKED DRY SAND 16 GAUGE GALVANIZED CORRUGATED - STEEL TUBE FO-P WELDED STEEL WEDGES - METAL BASE OR O FLASH COLLAR /-GRADE LINE ac O � � O A" WELDED STEEL PLATES O s FLAG POLE IN -GROUND FIXTURE NTS SUPPORT PLATE 5 3/8" DIAMETER STEEL -ROUND SPIKE lif WIDT- VAR, REFI TC --LAN VIEW WELDED TO SPIKE WELDED TO PLATES V NOTES: O INSIDE AMETER OF FOUNDATION TUBE, APPROXIMATELY 3" LARGER THAN OUTSIDE BUTT DIAMETER OF FLAG =-E. �z DISTA', E OF POLE IN FOUNDATION ,10% OF EXPOSED HEIGHT OF POLE, O THICh',ESS OF FOOTING UNDER BASE PLATE, AT LEAST 15% IN INCHES OF POLE HEIGHT IN FEET (MINIMUM THICK'ESS OF 41). ADJ PLANTING BED ® DEPT DF EXCAVATION, DISTANCE OF POLE IN FOUNDATION PLUS THICKNESS OF FOOTING. OR LAWN AREA PROVIDE 0 DIAMETER OF FOUNDATION, BOTTOM, AT LEAST FOUR TIMES OUTSIDE BUTT DIAMETER OF POLE MINIMUM POSITIVE DRAINAGE DIAME'R OF 24"), AWAY FROM BUILDING 6" MIN DEPTH OF 2" RIVER GRAVEL WRAPPED IN © DIAME-ER OF FOUNDATION, TOP, AT LEAST 5 TIMES OUTSIDE BUTT DIAMETER OF POLE (MINIMUM OF 30"), NON -WOVEN GEC -TEXTILE FABRIC O SIZE C� EASE PLATE OF FOUNDATION TUBE, AT LEAST 6" LARGER SQUARE THAN INSIDE DIAMETER OF 4" X 3116" STEEL EDGING FOUND- ION TUBE. COLOR: BLACK ® LENGT- DF LIGHTNING GROUND SPIKE ATTACHED TO BASE PLATE OF FOUNDATION TUBE, DEPTH BELOW 1/2" X 18" MIN TAPERED FOOTIN EQUIVALENT TO FOOTING THICKNESS. STEEL STAKE SIZE OF S JPPORT PLATE ATTACHED TO GROUND SPIKE, APPROX MATELY 25% OF AREA OF BASE PLATE @ 30" OC MAX SUBGRADE I 6" FLUSH CURB 12" FLUSH CURB @ MEMORIAL CURB TAPER NTS NTS NITS MAINTENANCE EDGE AT BUILDING NTS PLANTING EDGE NTS ' PCC SIDEWALK PER PLANS GRADE, OR SHOVEL -CUT, EDGE FOR ♦ ' MULCH RETENTION TYP `TAPER MULCH FROh' T' TO FLUSH EDGE OF WALK OVEN ' 2" SPAN TYP - -�-3" SHREDDED HARDW':,OD MULCH IOWA BUFF LIMESTONE CUBE, COLOR BUFF, SPLIT FACE ALL SIDES WITH SMOOTH TOP, SUBMIT SAMPLE PHOTOS FOR APPROVAL PRIOR TO INSTALLATION SAW CUT JOINTS IN LOCATIONS WHERE TWO BLOCKS ADJOIN ADJACENT PAVING (SEE SITE PLAN) SIDE VIEW: LIMESTONE BENCH NTS AMENDED SOIL, 12" MINIMUM ALL PLANTING BEDS UNDISTURBED SJBGRADE T-0" LEVEL "DP COMPACTED AG _REGATE BASE JDISTURBED SUE-RADE —PROVIDE ` 3H POINT IN MIDDLE OF BLOCKS `,D PROVIDE POSITIVE DRAINAGE AROUND TO THE EDGES ON EAC- END (SEE GRADING PLAN) [ADII-71T PLANTING AREA (SEE S TE RESTORATION PLAN) FLAG POLE FOOTING NTS IOWA BUFF LIMESTONE CUSE, COLOR BUFF, SPLIT FACE ALL SIDES WITH SMOOTH TOP, SUBMIT SAM -E PHOTOS LOW BERM BEYOND PROVIDE HIGH POINT ', MIDDLE OF FOR APPROVAL PRIOR TO INSTALLATION (SEE GRADING PLAN: BLOCKS AND PROVIDE °OSITIVE SAW CUT JOINTS IN LOCAT CNS WHERE DRAINAGE AROUND _y THE EDGES TWO BLOCKS ADJOIN ON EACH END (SEE GRADING PLAN) ADJACENT PLANTING AREA (SEE SITE RESTORATION PLAN) POSITIVE DRAINAGE +, 6" COMPACTED AGGREGATE BASE UNDISTURBED SUBGRADE FRONT VIEW', THIS DOCUMENT IS THE PROPERTY OF 1 & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. PROJECT CITY OF WATERLOO SULLIVAN BROTHERS PLAZA RENOVATION WATERLOO IIBY REVISION SCHEDULE DATE DESCRIPTION j PROJECT NO. 21-25083 FILE NAME 25083 CO -DETAILS DRAWN BY TUBlPRA DESIGNED BY NSG / TUB / PRA REVIEWED BY NSG / TGV ORIGINAL ISSUE DATE O8/10/21 CLIENT PROJECT NO. - TITLE SITE DETAILS SHEET C0=30