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S- 14'-0"D MAX C/L Exist POST, <br />EXISTING PANEL WIDTH <br />S/2 S/4 <br />r 3.-6"MgX �I <br />Exist SOUND WALL _�—C/L POST, <br />� a Typ <br />Exist HSS 3x3 <br />POST W/ TIMBER <br />CLADDING, Typ <br />—Exist SOUND WALL <br />N C/L EXPANSION ANCHOR, Typ <br />Dia EXPANSION <br />ANCHOR, Typ <br />FGOR TOP <br />OF SIDEWALK SS 4x4x1/4 TOTAL 2 FG OR TOP <br />PER PANEL, Typ OF SIDEWALK <br />i I <br />REMOVE AND REPAIR <br />'-"-"-"- --"-"-' SIDEWALK PORTION <br />a _ w AS REQUIRED FOR <br />xist POST ao o INSTALLATION OF POST <br />t--"� BASE, typ 0w <br />SS 4x <br />coos 0 �M <br />16" DRILLED OTTOM OF m <br />PIER, TYP Lo <br />SOUND WALL oDRILLED e <br />PIER, SEE <br />A SECTION A <br />ELEVATION 1/2 0 <br />1/2" = 1'-0" SQUARE POLYETHYLENE PLUG EXPANSION ANCHOR NOTES: <br />1. FOR EXPANSION ANCHORS THAT FAIL TORQUE <br />Z <br />o REQUIREMENTS, DRILL NEW HOLE IN POST TO <br />II INSTALL NEW EXPANSION ANCHOR. TOUCH UP <br />1 HOLE WITH ZINC RICH PRIMER. CONTACT ENGINEER <br />C/L 1/2" Dia HOLE, Typ. FOR LOCATION. <br />_ PPLY ZINC RICH PRIMER <br />STREET <br />SIDE <br />HSS 4x <br />3/8" Dia SIMPSON STRONG BOLT 2 WEDGE <br />ANCHOR STAINLESS STEEL, OR APPROVED EQUAL <br />W/ 1-7/8" EMBED. INSTALL PER <br />MANUFACTURER'S RECOMMENDATION. <br />CONCRETE <br />BACKFILL <br />16" DRILLED HOLE <br />NOTES: <br />1. PROTECT IN PLACE EXISTING <br />LANDSCAPING AND IRRIGATION. <br />2. LOCATE REBAR IN EXISTING <br />PANELSPRIOR TO DRILLING <br />HOLES IN EXISTING PANELS. <br />3. TEMPORARILY SUPPORT AND <br />BRACE ADJACENT SOUND <br />WALL PANELS. <br />4. PLUMB WALL PANEL AS DIRECTED <br />BY THE CITY PRIOR TO DRILLING <br />PLUM WALL IN THE PRESENCE <br />OF THE CITY, MAINTAIN EXISTING <br />PANEL. <br />BOLT W/ <br />HEX NUTS <br />TO WALL <br />SEE (&OR <br />DETAILS NOT <br />NOTED <br />SECTION e <br />3" - l' -O"-3 <br />FG OR TOP <br />OF SIDEWALK <br />CONSTRUCTION TOLERANCE NOTES: <br />T <br />TEP 2: USING SHOVEL OR - 1. Install post square and flush to face of panel. Shim ce <br />1/2" Dia x 8" BOLT <br />AND TOOLS, REMOVE THE — i required to maximum 1/2". <br />OIL UNDER THE SOUNDWALL <o T AL Dia HOLE, <br />TOTAL 2 PER POST 2. Maximum horizontal tolerance of post in direction parallel <br />EP 1: DRILL 16" HOLE AS SHOWN to face of wall shall be 12'. <br />SURE THE HOLE DOES NOT 3. Out—of—plumb tolerance of post shall not exceed 31.0 <br />CROACH BEYOND THE BACKIpercent in any direction. <br />CE OF THE EXISTING SOUNDWALL <br />STEP 3: CLEAN HOLE INSTALL <br />HSS POST AND POUR CONCRETE <br />HSS 4x4 <br />{ DETAIL 1 j.—Exist SOUND WALL <br />3 1/2„ — 1.-0" <br />g <br />B <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY TAIL` 3 <br />P <br />TYPICAL RETROFIT POST DETAIL 2 DE ...... <br />EXISTING FIELD DIMENSIONS PRIOR 3/4" = 1'_p^ NOT TO SCALE -3 <br />( TO ORDERING ANY MATERIALS <br />i <br />7 REV. DATE DESCRIPTION 1((f DESIGN: NBP SCALE: A$ SHOWN DWG <br />1 /zz/z a: CITY OF PLE- - - - -- r'�N ADAMENGIN <br />IE VALLEY AVENUE SOUND WALL REPAIR PROJECT (REBID) No. <br />Eem SeT CITY ENGINEER DRAWN: : H PROJECTNO.: CIP-18437 <br />NO. ]6830 $-3 <br />� ?�? PUBLIC WORKS DEPARTMENT EXP. 9/30/26 CHECKED: $Hi <br />i VALLEY AVE SOUND WALL — DETAILS TRAFFIC ENGINEER: DATE: 5/19/25 ]oP] <br />rzozaooaoas3l zo —eu <br />