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MAX 10'-0" <br /> EQUALLY SPACED y <br /> NOTES: � W m <br /> U� <br /> KNUCKLED SELVAGE@ 1. CONCRETE SHALL BE NORMAL WEIGHT HAVING SAND AND GRAVEL ORCRUSHED 7'^ <br /> TOP&BOTTOM(TYP) AGGREGATE.MIXED WITH ASTM-C150,TYPE IOR III PORTIAND CEMENT TOMEET Wm <br /> THE MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS: <br /> LINE POST 1-5/8"OD TOP RAIL PANELS&POST:4500 PSI @ 28 DAYS Lu <br /> y <br /> FOOTINGS&PIERS:3000 PSI @ 28 DAYS <br /> SI <br /> 6 GA ALUM WIRE TIES AT 12"OC(TYP) BALL CAP WITH SET SCREW DEWALK&NON-STRUCTURAL:3000 PSI @ 28 DAVS z <br /> 2. WATER USED FOR CONCRETE SHALL BE CLEAN WATER AND FREE OF ANY <br /> 2-7/8"OD TERMINAL OR CORNER POST SUBSTANCES. Lu 20. <br /> 3. FRESH POURED CONCRETE SHALL BE TAMPED INTO PLACE USING STEEL RAMMER, m <br /> SLICING TOOLS,OR MECHANICAL VIBRATOR,UNTIL THOROUGHLY COMPACT AND aI{°�, <br /> WITHOUTVOIDS. y d <br /> FABRIC SIZE AND GAGE OF WIRE 4. REMOVE ALL LOOSE MATERIAL FROM EXCAVATIONS PRIOR TO CONCRETE POUR. �� <br /> PER SPECIFICATIONS POST W a"s <br /> zX ENSION BAR(TYP) - PO5 SHOWN ON DRAWINGS. <br /> 5. DEFORMEDTYPE BARSSHALL CONFORM TO ASTM ARTS,GRADE 60 PLACED AS <br /> RAIL <br /> Q - - , <br /> MID RAIL PER POST SCHEDULE s 6. STEEL REIN FORCI N G W I RE SHALL MEETI N G U.S.STEE L WIRE GAUG E,ASTM A82. <br /> d 3/8"OD ADJUSTABLE TRUSS ` FY=70,000 PSI MIN GALVANIZED. <br /> w ROD PLACE AT EACH CORNER AND ENDS IN BOTH /_TP OR FG RAI TP OR FG <br /> 7. ALL TIES AND STIRRUPS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, <br /> LL DIRECTIONS TF - _ sEe NOTea GRADE 40. <br /> TENSION BAR BAND F4f F , 8. IF FENCE INSTALLED IN POURED CONCRETE MOW STRIP,INSTALL j"X6" <br /> POLYSTYRENE EXPANSION JOINT ALL AROUND EACH POST. <br /> CLIPS AT 12"ON CENTER <br /> 9. REINFORCEMENT STEEL SHALL BE FABRICATED IN ACCORDANCE WITH THE CRSI <br /> u �u"DIA.POURED WIND.FOOTING STANDARD DETAIL. <br /> x uI III <br /> 15/8"OD BOTTOM RAIL L J L J J <br /> FENCE FABRIC TO BE 10. INSTALLING REINFORCEMENT WITH THE FOLLOWING CLEARANCE BETWEEN <br /> ATTACHED ON 12"CENTERS REINFORCING STEEL AND FACEOFCONCRETE: <br /> ELEVATION-3 RAIL FENCE FOOTING,PIER OR BEAM BOTTOM(3") <br /> EARTH-FORMED PIER OR BEAM SIDE(2") <br /> SECTION-3 RAIL FENCE FORMED FOOTING,PIER OR BEAM SIDES,EXPOSED(I") J <br /> PRECAST EXPOSED TO WEATHER:PANELS(3/4")AND POSTS(1-1/4") <br /> XPANSION <br /> D., JOINTS Q <br /> z W W TP OR FG i; Cw <br /> G <br /> fn /4 el �J (2)N30.EBAR W <br /> V 0 '7 (1)EA.SIDEDYP.) <br /> rQV 2_D - (11T REBAR <br /> Iy 1 LJJ <br /> Ill" IPOST (lI EA.SIDE(TY") - � � ui <br /> BGATIES <br /> z e e ^ BGATIES - 21/B° O > Lu <br /> 6" FOOTING �u 'U LL <br /> LU <br /> Z NOTE: RAIL SECTION LL LU <br /> LU k 1'-0" FOOTING LINE POST O ~ <br /> 75 CIA 1. FABRIC SHALL BE INSTALLED ON THE PARK - U) <br /> SIDE OF ALL CHAIN LINK FENCE RAIL <br /> LL] <br /> 0 LZ <br /> 1001 CHAIN LINK FENCE 1002 PRECAST CONCRETE SPLIT RAIL FENCE ��// <br /> ~ ELEVATION-SECTION SCALE:NTS ELEVATION,SECTIONS SCALE:NTS U) Q <br /> ui <br /> J <br /> !Y <br /> H <br /> Gn <br /> Z <br /> O <br /> O <br /> le PROFESSIONAL STAMP <br /> ry <br /> LU <br /> d dd�b <br /> a��Q <br /> a <br /> W MARK HARRISON <br /> J <br /> LU ------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------_------- --------------------___________ DROWN BY: BH <br /> W -RIIM11130;--}- CHECKED BY: MH <br /> 0 ---------------------------- ------------------------------------------------------------------------------------------ ---M30200_'- ------------------------------- <br /> oI ------------------------------------------------------- ------—-------- ---------------------------------------------------------------------- -- - --- `- _- `--------------------------- DATE: 2021-03-10 <br /> 0 310 -� --- ---------- - -- ------ -AMENDEDTOPSOII - ---- --- -- -- -Ng} <br /> - ur-m-at------ <br /> --------------------_-----_---_---_----_----_---- <br /> ------IN-�� <br /> ---I_ RIM 307.40- -- --- - -- 14SLf1 -- - - ------- - - - -------- ---- - ---- ---- ------ - - -- ------ ------------------------------------------------------ <br /> ----- <br /> ISSU <br /> ED FOR: <br /> PROPOSED GRADE ------- ------- <br /> R M303S - 2Lf12DA VG@O.000e IT <br /> )GR�LEVEL N_S = 3 --------- 2 DIAPVC�D212GR MNHCSPS -- --- PERM ITS <br /> ------------------ <br /> 0 <br /> m <br /> Q 305 qArQUIJ <br /> w <br /> ------------------------------------- ---nANHDs <br /> -------------------M - - <br /> - ---------------------------- ------------------------------------------ ------------------------------ ------------------------------------------------------------------------------ — <br /> - -------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------- <br /> uJ 4 <br /> 300 1 FREE DRAINING ROCK / <br /> J <br /> __________________________ ________________________________________________________________________________________________________________________________________________________________________________________________ <br /> 0 ---------------------------- -- -------------------------- ------------------------- -------- ------------------------------------------- ---------------------------_------ ---------------- ----------------------------------- -------- <br /> v --- --- -------- - ----- ------ - - ---Jc�u - -------- - ----- --- ------------------------------------------ - ----- ------------------------------------- -------------- ----------------- <br /> --------------------------------- -------- - <br /> ------- ------- <br /> -- <br /> ---------------------------------------------------------------------------------------------------------- <br /> 'z 295 �INFLrRAnaNrHRoucHOPENRonoM- ---- - --------------------------------------------------------------------- <br /> 295 <br /> ----------------------------------------------------------------- ----------------------------------- ---------------- ---- ---------- - ----- --- --- ------ - 0 <br /> J __ _ _ _ <br /> ------- -------------------------------- CU0 <br /> _-------------------------------______________________________________----------------____________________-_--------------____________________----------------____________________----------------________________________ <br /> O - � - ___________________________- n <br /> ________________________________________________________________________________ <br /> d 290 290 <br /> Z Q <br /> 0 DWG.NO. 10 OF 14 <br /> C) <br /> in 1003 STORMWATER SEWER AND INFILTRATION FACILITY PROFILE <br /> PROFILE HORIZONTAL SCALE:1" = 1U-O" VERTICAL SCALE:1" = 5'-0" L3.4 <br />