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HomeMy WebLinkAbout5841-19V � N � \ W 1" GROUT BETWEEN 18" N G O1 8x4x16 BEVELED PRECISION CAP BY 0 o ORCO, COLOR TO BE STANDARD GRAY W " RAISE SPLIT FACE WALL HT. TO ROCK AND BACK OF CURB MATCH FRONT PRECISION WALL b a O 8x8x16 SPLIT FACE BLOCK (1 SIDE) STREET 16" RESIDENTIAL s 3 COLOR BLEND 'VARIEGATED" 'TUSCANY" BY ORCO SIDE SIDE 3 REBAR AND FOOTING PER STR. ENG. 0 3, n n " T# ROCK HEIGHT m O 18 x 8 x 17 (x3) CUSTOM OFt�}� ..'a� ."' " 1/2 INCH ABOVE TC PEA GRAVEL PRECAST CONCRETE CAP 1 �r MIN. 1 GAP BETWEEN CONC.4"MIN. a THICK BED " ® CONCRETE FOOTING PER STR. ENG. " 1 5 3 O5 POP OUT VENEER PILASTER; CONSTRUCT 3 a _ w J ., k:'�' • w •° T 6. W/ 8x8x16 PRECISION BLOCK BY ORCO O 1 2 3 5 O l^ e 00 9 e " 2 y 1" J o s4.�� � � a vf/ y ' a., /F e 5 dr 24" D 1" TYP " i MIN. 1 ., / siy, r f . , .., s,.. Z GAP (TYP.) u \90% MIN. COMPACTED SUBGRADE z CURB EDGE SECTION OR BASE MATERIAL PER PLANS OSTONE VENEER PRECISION CMU WALL AND SPECS. RUN SPLIT FACE '7 `7 10 mLOPERIMETER WALL TC TC WHERE CURB w STRAIGHT CUT CAP TO FIT; ELEVATIONS NO CUT SIDE EXPOSE SEE PLANS FOR MEDIAN WIDTH VARY INSTALL THROUGH a CUT STONE VENEER TO FIT W TO DRAIN TO PERIMETER WALL LOW CURB. a .: ... " a SEE DEML A vz F.G. . F.G. : H z ' •. ° • ° 1" CO SET ROCK TO FULL DEPTH IN CONCRETE • c� '. ..; . v~i ROCK AND BACK BETWEEN REQUIRED 1 2 EXPOSURE ' o w ° : , .A w ABOVE TC. WIRE BRUSH FINISH JOINTS { .. �. • e 'a W ; a • •. ° wj tBETWEEN ROCKS :. " MIN ROCK HEIGHT 6.PEA GRAVEL r 1/2 INCH ABOVE TC CONCRETE BED 4' SECTION AT SECTION AT; ' I ,, DETAIL A SECTION AT PERIMETER WALL I SECTION AT PILASTER I FRONT ELEVATION PER STR. PERIMETER PER STR. PI STER " H : "c : ENG. ENG. ..r• i rz �� TOP CORNER DETAIL NOT TO SCALE FOR \ \ \� / \� ILLUSTRATIVE \/ \ PURPOSES ONLY 1 COMMUNITY WALLS AND PILASTER (FOR REFERENCE) 90% MIN. COMPACTED SUBGRADE OR \ l O MONUMENT MENT WALL CORNER DETAIL BASE MATERIAL PER PLANS AND FULL WIDTH SECTION SPECS. 2" 2'-4" 12" 4 N 4 COBBLESTONE NOTES: 9 1 / 4" ; _ - — — _ _ _ _ _ _ 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: TOP OF TOP OF / 2" l'4" GAP \ 1 / \ -I / COBBLESTONES: MAX. 12" TO MIN. 6 WITH ONE SIDE FLAT. `r GABION WALL GABION WALL d SPILLWAY) I TOP OF NIZ I 2. /2 INCH MIN. EXPOSURE OF ROCK ABOVE TOP OF CURB. 5 V / � — — GABION WALL L _J — 1 3. A SAMPLE AREA, MIN. 10 SQ. FT. SHALL BE APPROVED BY l N I I 2 2 THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE 8 1 2 4- REMAINING ROCK WORK. / 8 I 3 N 3 4. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED BY THE CITY INSPECTOR. 5. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE 10 4 m 5 7 DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR 2 8 I 8 6. CONCRETE SHALL BE CLASS 520-D-2500 4 INCH SLUMP CONCRETE. 1 7. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS 4' 4" g 6 8. AFTER CONCRETE MORTAR HAS SET, HYDRO BLAST AS DIRECTED I I II I I 12,. 12" BY THE CITY INSPECTOR. BRUSH ROCKS TO REMOVE CEMENT COATING. I TOP VIEW/SECTION TOP VIEW 9. WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE BETWEEN BACK OF ROCK AND TURF. I I II I O1 Y4" THICK STEEL BOX AS ®3i" FOUNTAIN SUPPLY LINE 10. HAND PLACE IN CONC. SETTING BED WITH SHOWN. (SEE METAL NOTES SPILLWAY FLATTER SIDES UP TO FORM A UNIFORM SURFACE FG — — — — — I I FG BELOW) O WITHIN THE DRAINAGE COURSE. I _ _ _ I I FG I O2 STACKED GABION WALL SEE DETAIL 5, 10 L.E.D. ACCENT LIGHT SHEET L-6 CONTRACTOR TO PROVIDE 11 OV °' 11. PROVIDE LESS UNIFORMITY AS STONE GRADUATES FG ®BASIN BOTTOM FG ®BASIN BOTTOM POWER SUPPLY TO LOCATION IN SIZE AND PLACEMENT AWAY FROM DRAINAGE HEAD WALL (FOOTING). SECURE BOX TO 2X2 TUBULAR STEEL FRONT POST SET IN COURSE. g" O •• :•: POST WITH MACHINE SCREW METAL NOTES: 12. DEPTH OF STONE EMBEDMENT TO BE NO LESS ALL CONNECTORS TO BE CONTINUOUS WELDED. THAN TWO-THIRDS THE DIAMETER OF THE STONE J� 7 °• ` iv O 2X2 TUBULAR STEEL BACK POST W/ 6" REMOVE ALL SLAG & SPLATTER AND GRIND ALL FOR SIZES 4"-12", NO GREATER THE ONE -THIRDS a a _ SQ. x kz" THICK PLATE AS ANCHOR. WELDS SMOOTH. ALL TUBING TO HAVE ENDS THE DIAMETER FOR SIZES LAGER THAN 12" 7 ° . 4 . .4- SCREW SECURE BOX TO POST WITH MACHINE WELDED CLOSED. DIAMETER. • • .• • O WOVEN WIRE MESH W/ Y8" WIRE (0.120) x 1" PAINT ALL METAL WITH METALLIZED PAINT. COLOR 13. COMPACT SUBGRADE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH OPENINGS. TACK WELD TO FACE OF SPILLWAY TO BE "FIRED BRICK" (SW6335). AND TRUE TO LINE AND GRADE: TEST FOR REQUIRED COMPACTION PRIOR © CONCRETE HEADWALL TO PLACING ROCKWORK. 6 PROVIDE #4 REBAR CONTINUOUS AT TOP CONTRACTOR TO PREPARE A MINIMUM 24" SAMPLE AND BOTTOM FOR APPROVAL. 14. ADJUST PLANTER AREA GRADES TO FLOW @ 2% MINIMUM INTO 12" O FOUNTAIN BASIN W/ PUMP CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR DRAINAGE COURSE, (TYPICAL) TYPICAL SIDE ELEVATION FRONT ELEVATION/SECTION FRONT ELEVATION/SECTION SEE DETAIL 6, SHEET L-4 APPROVAL. O WATER FEATURE DETAIL O DECORATIVE COBBLESTONE PAVING 6' O1 CUSTOM 3"x3" 5 Ga. RAW STEEL GABION BASKET#24"x24"x72" PER 3 3' 1 BASIC MODULE O ASSEMBLE ON SITE USING RAW STEEL C—HOG RINGS AT ALL CORNERS AND 5 SIDES TO BE 8" O.C. t�3 INSTALL (X4) STIFFENERS PER N EXPOSED FACE, AND (X2) PER BACK FACE. 2 N ® RAW STEEL DIAPHRAGM IN THE 4„ CENTER OF MODULE SQ.—% 1 4 BASIC MODULE PLAN VIEW \FG O5 INFILL STONE TO BE EAGLE ROCK RUBBLE 6 TO 10"; AVAILABLE FROM SEPULVEDA ELEVATION —LOW WALL CONDITION BUILDING MATERIAL. ON EXPOSED 2' 1, FACES OF GABIONS, PLACE 3 STONES BY HAND WITH FLATTEST SURFACE BEARING AGAINST FACE 4 MESH TO PRODUCE SATISFACTORY 5 ALIGNMENT AND APPEARANCE. N 2 / GRAVITY STACK AND SECURED BY C—RINGER 1 / 3 --- / FG -PARTIAL BURIED CITY OF FONTANA BASIC MODULE ISOMETRIC AS REQUIRE PER LANDSCAPE PLANS P/z Call Underground Service Alert SITE GRADING @6 at least 2 days ELEVATION —HIGH WALL CONDITION CONDITION DRAWN BY, before you dig DESIGNED BY, STA.S 25+82.89 TO 52+ 0.00 E AVENUE sc AS SHOWN Know Callbwhat's oreyoubelow. 5 GABION WALL DETAIL O CONSTRUCTION DETAILS DATE! Call before you dig. ciccicm sr. APPROVED rn 111 uva NO, 7 S I T E-9 c A P e Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa. CA 92626 Richard Polhamus, License CA—#2782 (949) 6"-9370 (714) 210-3140 FAX � O C� 00 � N Cr ® «i O U O O 01) O U CO) I"" O ZLU M--I O I-1 3 a � Z � p O qp" aka 97A9 PC * LSPC 19-000010 DATE 12/ 10/ 18 JOB # 18-023 L 6 7 OF 19