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W <br /> V� <br /> W m <br /> W <br /> FOR CONTRACTOR Lul- <br /> POURED CONCRETE PAVEMENT 4000 PSI-28 DAYS REFERENCE W a$ <br /> LIGHT BROOM FINISH OURED CONCRETE MOW STRIP <br /> TP SEE DETAIL 705,WIDTH AS SPECIFIED <br /> a a ° I ENCE,I F SPECIFIED <br /> L / <br /> EJ <br /> Hffl � I <br /> III - a E� <br /> _ TF OF CONCRETE FENCE POST FOOTING <br /> _ SHALL BE 12"BELOW TP OR FG.BOTTOM <br /> OFF OOTING SHALL BE 36"BELOW TP OR FG. <br /> CRUSHED SURFACING BASE COURSE CONCRETE FENCE POST FOOTING <br /> TO BE 3000 PSI @ 28 DAYS ``^^ <br /> / \ v! J <br /> jCOMPACTED SUBGRADE 10' MAX \ <br /> U) Z Q Q <br /> uj <br /> LUNOTES: O \ 0W <br /> U TYPICAL CONCRETE MOW STRIP ® l/® I— <br /> ° 1. DEPTHS SHOWN ARE FOR MATERIALS COMPACTED AND/OR SETTLED IN PLACE <br /> O_ <br /> 2. JOINTS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. ® \ LL> <br /> z 3. FG-ADD 2"(0.166 FEET)TO ELEVATIONS ADJACENT TO PAVEMENTAND MOW EDGES ® \ ' _ O > �J,f <br /> FOR FUTURE SETTLEMENT. \ / \ Lij w <br /> w <br /> � � <br /> LU <br /> Z <br /> ° 705 POURED CONCRETE/ PAVEMENT 703 POURED CONCRETE MOW STRIP O} <br /> U DETAIL SCALE:NTS DETAIL SCALE:NTS - T'q ,� Q <br /> ® I w C° <br /> W - <br /> z <br /> O <br /> ° <br /> Ye PROFESSIONAL STAMP <br /> 0' <br /> 0_ POURED CONCRETE PAVEMENT 3.25"RUBBERIZED <br /> J TP 1/2"R TP RESI U ENT SURFACING(BY Q <br /> OTHERS. <br /> Q . <br /> (PC) <br /> 4"PERVIOUS CONCRETE / ),.e r <br /> POURED CONCRETE PAVEMENT 4000 PSI-28 DAYS -� { <br /> 6"AGGREGATE __-_---=a �! 'i--- C �"cEr sFGiOXo <br /> n Cf3"/alz <br /> EXPOSED AGGREGATE FINISH DISCHARGE SUBBASE ,E <br /> W TP 1 MARK HARRISON <br /> C <br /> Q a \\ / / \ \ / DRAWN BY: BH <br /> -11T'L�l: - <br /> L j $ — - -'' PROTECT AND PREPARE <br /> ❑ \ / CHECKED BY: MH <br /> SUBGRADE PER <br /> O SPECIFICATIONS. \ / \ <br /> \ / / \ / / DATE: 2021-03-10 <br /> NO.3 BAR @ 4'-0"-BEND \ / / ISSUED FOR: <br /> O AROUND PIPE AS SHOWN <br /> N FLEXIBLE4'DIAMETER SLOTTED PERMITS <br /> — DRAINAGETU INGOVERSAND <br /> ON CRUSHED SURFACING OR PEA GRAVEL PIPE BEDDING REVISIONS: <br /> Q BASE COURSE <br /> COMPACTED SUBGRADE <br /> } <br /> w <br /> W <br /> J <br /> s <br /> QNOTES: NOTES: <br /> U 1. DEPTHS SHOWN ARE FOR MATERIALS COMPACTED AND/OR SETTLED IN PLACE 1. DEPTHS SHOWN FOR PAVEMENT SECTION ARE COMPACTED DEPTHS. �7 <br /> % 2. JOINTS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. 2. PLAYGROUND EQUIPMENT FOOTINGS AND POSTS TO BE INSTALLED BY <br /> z OTHERS PRIOR TO PLACEMENT OF THE AGGREGATE DISCHARGE SUBBASE, <br /> J AND PERVIOUS CONCRETE. 0 <br /> O <br /> � 3. THIS CONTRACTOR IS RESPONSIBLE FOR THE PLAYGROUND EXCAVATION, <br /> ° EARTHWORK,SUBSURFACE DRAINAGE,POURED PERVIOUS PAVEMENTAND NORTH <br /> dCOORDINATION OF PLAYGROUND EQUIPMENT INSTALLATION SCHEDULE <br /> z AND CONSTRUCTION SEQUENCE. o o <br /> °0 SCALE IN FEET <br /> ° DWG.NO. OF 14 <br /> U <br /> in 704 EXPOSED AGGREGATE CONCRETE PAVEMENT 702 PLAYGROUND RESILIENT SURFACING 701 PLAYGROUND EQUIPMENT PLAN ENLARGEMENT <br /> DETAIL SCALE:NTS DETAIL SCALE:NTS PLAN SCALE:1"=10' L3.1 <br />