Loading...
HomeMy WebLinkAbout5861-7V "a N � N � m 3 1 2 6' A W 26. C C 4 3' 3' "" 3 9 OVEO SEERDETAILHEAD S2R TUCSHEETET L-6 URE 2'-6,. TYP1 01 CUSTOM 3 x3 #5 Ga. RAW STEEL 3 ,.,;�;,� 2 01 STEEL U-CHANNEL GABION BASKET. 24"x24"x72" PER E 3 02 PRECISION CMU COLUMN O (EIN3.45"xO.375"). O CONSTRUCTION W/ REBAR AND - �. TYP FOOTING PER STIR. ENG. GROUT _ 3 FILL CENTER SOLID. PROVIDE 02 TUBULAR STEEL ao MASONRY TIES ®24„ LATTICE (2"x6"). O i- ar__4 03 21"x32" PROJECT LOGO BY 03 BOLTED AND SECURED OTHERS. RECESS INTO COLUMN 1AS REQUIRE. BOLTED W 3 STRUCTURE W/ L-BRACKET AS REQUIRE COLUMN AND WALL I d _ PER STR BASIC MODULE 5 02 ASSEMBLE ON SITE USING RAW STEEL _ N SIDES TORINGS BATOALL CORNERS AND 2 N 03 INSTALL (X4) STIFFENERS PER EXPOSED FACE, AND (X2) PER 4"LEI R 2BACK FACE. SQ.-J 1 4 BASIC MODULE PLAN VIEW FG 04 RAW STEEL DIAPHRAGM IN THE 3 I ENG. 3 `� v ® OFFSET FACE OF CMU BLOCK IS CENTER OF MODULE n •' zx.. O4 MONUMENT WALL BELOW O INFILL STONE TO BE EAGLE ROCK J .. - REQUIRED TO CREATE 2" DEEP 2' RUBBLE 6" TO 10 � � 5 SEE DETAIL 4 SHEET L-5 20' o I - - = REVEAL BOX 3 ELEVATION -LOW WALL CONDITION Z �- SEE SECTION BELOW 3 AVAILABLE FROM SEPULVEDA S_-FRONT O 05 ELECTRICAL CONDUIT BUILDING MATERIAL. ON EXPOSED o - - F COCOLUMN AS REQUIRE STONE COLUMN 4 FACES OF GABIONS, PLACE © TILE THINSET OVER CMU. HOETAll - 5 STONES BY HAND WITH FLATTEST NGAINST FACE 1 4 I�� MESH SURFATO PRODCE UCE NG ASATISFACTORY (A Df_ 07 2x2 L-BRACKET WELDED W/ 3 �� \ V a ALIGNMENT AND APPEARANCE. _ - - STEEL FRAME � � � �`, �� � � a 3. SIDE BACKLIT LED FIXTURE. 0 ELEVATION CONTRACTOR TO PROVIDE \, w 2' POWER TO LOCATION. METAL NOTES: _ _ O 4 PRECAST CONCRETE CAP O \ �, ALL CONNECTORS TO BE CONTINUOUS WELDED. \ ' REMOVE ALL SLAG &SPLATTER AND GRIND ALL WELDS SMOOTH, ALL TUBING TO HAVE ENDS GRAVITY STACK jFL " AND SECURED SINGGE NOTES: ;' WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC BY C-RINGER CONTRACTOR TO SUBMIT SIGNAGE CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM SHOP DRAWING FOR APPROVAL SE I N ;I�`' (COLOR SEE FINISH SPEC.). USH 1 i 7 1 $ 3 --- 3 - FIG 6 2 PARTIAL BURIEn REVEAL DETAIL BASIC MODULE ISOMETRIC AS REQUIRE PER SITE GRADING ELEVATION -HIGH WALL CONDITION CONDITION O STONE VENEER COLUMN 2 OVERHEAD STRUCTURE 3 GABION WALL O O 1" GROUT BETWEEN ROCK AND BACK OF CURB COBBLESTONE NOTES: O1 4" DIA. LODGEPOLE FENCE POST AS END 5 DRILL" HOLE THRU POST ROCK HEIGHT PEA GRAVEL / / ~ O FOR CABLE /2 INCH ABOVE TC „ 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: ANCHORS W 1 2 CHAMFER AT TOP. CONC.4 MIN. COBBLESTONES: MAX. 12" TO MIN. 6" WITH ONE SIDE FLAT. SET INTO NATIVE AS REQUIRED � THICK BED Q 2 Y4~ DIA. PRESSURED TREATED O 2. V2 INCH MIN. EXPOSURE OF ROCK ABOVE TOP OF CURB. WITH THICK STAINLESS STEEL CABLE 2. STAKE, DRIVE INTO s T WTH ALUMINUM FERREL CLAMPS AT TOP, MIDDLE, AND BOTTOM INTO NATIVE SOIL AS REQUIRED I 3. A SAMPLE AREA, MIN. 10 SQ. FT. SHALL BE APPROVED BY � \ \� \� \� 03 6%„ EYEBOLT W/ FLAT WASHER O PLASTIC NURSERY TIE m �� \ THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE m AND LOCKING NUT O 08" X 24" DOMED CONCRETE FOOTING REMAINING ROCK WORK. ® GALVANIZED TURNBUCKLE Og MINE 4. FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED SHEETIRRIGATION.-8 REFER TO DETAIL 15, 24 BY THE CITY INSPECTOR. 5. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE SEE ENLARGEMENT r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � g � 8' O.C. -TYPICAL \90% MIN. COMPACTED SUBGRADE DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR BELOW I I I CURB EDGE SECTION OR BASE MATERIAL PER PLANS 5 \ 7 2 AND SPECS. 6. CONCRETE SHALL BE CLASS 520-D-2500 4 INCH SLUMP CONCRETE. rr TC TC 7. WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS 4 8. AFTER CONCRETE MORTAR HAS SET, HYDRO BLAST AS DIRECTED N SEE PLANS FOR MEDIAN WIDTH NOTE: 3 WHERE CURB BY THE CITY INSPECTOR. BRUSH ROCKS TO REMOVE CEMENT COATING. J ELEVATIONS 9. WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE I iv 1 VARY INSTALL BETWEEN BACK OF ROCK AND TURF. SEE DETAIL A TO DRAIN TO 10. HAND PLACE IN CONC. SETTING BED WITH I �✓ i� I I _ e o 2% MIN. 2% MIN.— � LOW CURB. FLATTER SIDES UP TO FORM A UNIFORM SURFACE '0 I '0 �\ I � WITHIN THE DRAINAGE COURSE. PROVIDE LESS UNIFORMITY AS STONE GRADUATES IN SIZE AND PLACEMENT AWAY FROM DRAINAGE SET ROCK TO FULL DEPTH IN CONCRETE COURSE. 9 1" CONCRETE GAP BETWEEN BED WITH REQUIRED 1 2" EXPOSURE 12. DEPTH OF STONE EMBEDMENT TO BE NO LESS ROCK AND BACK OF CURB / 8'-O" O.C. TYP. I I I a ABOVE TC. WIRE BRUSH FINISH JOINTS THAN TWO-THIRDS THE DIAMETER OF THE STONE L I 8 -O O.C. TYP. BETWEEN ROCKS ff Fr ROCK HEIGHT 6yMIN PEA CONCRETE BED FOR SIZES 4"-12", NO GATER THE THE DIAMETER FOR IZES LAGER THAN 12„IRDS - - - - - - - - - - - - - - - - - - - - - - - - -J �-1/2 INCH ABOVE TC DIAMETER. 48', 56', 88', OR 104' VINEYARD TRELLIS ENLARGEMENTV 10 DETAIL A 13. COMPACT SUBGRADE TO A HARD, FIRM, UNYIELDING SURFACE, SMOOTH a NOT TO SCALE FOR AND TRUE TO LINE AND GRADE: TEST FOR REQUIRED COMPACTION PRIOR VINEYARD TRELLIS TYPICAL �\ �\ PURPOSESILLUSTRATIVE LURTIVE TO PLACING ROCKWORK. ELEVATION 90� MIN. COMPACTED SUBGRADE OR /\/\/\ \ 14. ADJUST PLANTER AREA GRADES TO FLOW @ 2% MINIMUM INTO � BASE MATERIAL PER PLANS AND DRAINAGE COURSE, (TYPICAL) SPECS. FULL WIDTH SECTION 04 VINEYARD TRELLIS 5 K DECORATIVE COBBLESTONE PAVING O SINGLE LAYER OF DRY CREEK COBBLES. REFER CO TO DETAIL 1, SHEET L-4. O DEPRESS FINISH GRADE 3" (IF APPLICABLE) ® SHOVEL CUT EDGE O NATIVE SOIL w VARIES - SEE PLAN wiv O 2 1 /2" R. (TYP.) 00 ¢Z 2 1 3 } �� ---- - FG� FG N O]�0 a : �w_jg .....y. OOf SIC UQ Q 4 � Z COMPACTED SUB -GRADE NOTES: PER SOIL REPORT 6„ 3 01 BURY A MINIMUM OF 1/3 DEPTH 1O FINISH GRADE OF BOULDER SIZE. 2O CONCRETE MOW STRIP 02 BOULDER SHALL BE ROUNDED pO TO BE NATURAL CONCRETE W/ MEDIUM RIVER BOULDER BROOM FINISH 0SCARRED OR BROKEN BOULDER 3O BASE MATERIAL &DEPTH s ..$ 1/2" HT.-(1SHALL NOT BE PERMITTED. ) #3 REBAR - CONTINUOUS 04 PLACE PER PLANS AND REFER1 A UE a L Y 4/2" HT.-(2) #3 REBAR -CONTINUOUS LANDSCAPE ARCHITECTS DIRECTION ® TOP &BOTTOM CITY OF FONTANA Call Underground Service Alert LANDSCAPE PLANS at least 2 days DRAWN Inn sc" before you dig SUMMIT AVE.AS SHOWN CONSTRUCTION DETAILS Know where below.. 6 6" CONCRETE CURB 7 ».�, °"�' �3 l Call before you dig. O BOULDER 9 DRY CREEK `"tee "' A`� ° BY' �A� >� "" 7 >� 5�61 I9 I I I I T I i C A P I I Landscape Architecture and Planning 3190 82 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—#2782 (949) 644-9370 (714) 210-3140 FAX � O � � N a1 Cd � Cc3 O U Cd O w � O � � o O zLU o V a Zcc Q �� �ANDSt`gPF y�� G pR� iv POC H,�yD Cyi CA PYSPC 19-000020 DATE 2/18/19 JOB #� 18-023 L 6 7 OF 19