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HomeMy WebLinkAbout5825-40 0 C a O1 2x6 COMPOSITE CAP BY LUMBEROCK COLOR: PUTTY 02x2 FRAME TOP, LEFT AND RIGHT AT BOTH SIDES 3/is" 1 %is" 6 3 1L 8 1 /4" 7 1 6 ® 6'X6' PANEL OF 6"x6" 6GA. PLAIN STEEL WIRE MESH. SECURE AND SANDWICH BETWEEN FRAMES, FINISH EDGE AT BOTTOM FLUSH WITH THE BOTTOM OF FRAME, n ° ^ — —° a —" — — Lu o SECURE AS REQUIRE. / \ 2 „ 1/2 R. o (TYP.) a 04X4 HDPE PLASTIC POST BY LUMBEROCK SET / \ 1 EQ EQ INTO CONCRETE FOOTING. COLOR: PUTTY �6i, 50" MIN. ® SIDEWALK VARIES -SEE PLAN DECORATIVE SAWCUT SAWCUT CONTROL EXPANSION JOINT r �. . 12" DIA. X 24" DEEP CONCRETE FOOTING �/ 2 SECTION I 3 1/2" R. (TYP.) JOINT J INT AT VERTICAL SURFACE VA mWZ O6 COMPACT D SBGRADE PER SOIL REPORTTOP 5 _ / 7\ 0 of :. rn�of ..,: 6 a' a °e 3TYP. I Ad 6„ 7 4 3 2 do d . ° d a Q. — . « 4' ° a O FINISH GRADE .�- T 6 20 CONCRETE MOW STRIP 4 4 / "DECORATIVE ° 5 .4 \ TO BE BROOM BROOM NATURAL CONCRETE W/ FINISH MEDIUM / � O1 FINISH GRADE O CONCRETE SCORE JOINTS BANDS" SEE PLAN FOR WIDTH & 5 a' 2 O BASE MATERIAL &DEPTH <r I I � OSUBBASE PER SOILS REPORT LOCATION ENLARGEMENT a 1/2" HT.-(1) REBAR io — SIDE I I N.T.S. #3 - CONTINUOUS _ L`I O3 BASE MATERIAL & DEPTH O CONCRETE PAVING TEXTURE TO SAWCUT EXPANSION JOINT 1/2" ® TOP HT.-(2) #3 REBAR - CONTINUOUS & BOTTOM SECTION / 7 BE MEDIUM BROOM FINISH UNLESS PER SOILS REPORT IS OTHERWISE INDICATED PLAN ®STEEL REINFORCING PER SOILS 7 DEEPENED FOOTING, AS REQUIRED FOR O O CONCRETE PAVING FORD -- / REPORT. IF NONE IS INDICATED CHANGE IN FINISH, SEE FINISH SCHEDULE ON fib" THEN INSTALL #3 REBAR GRADE SHEET L-1 O DIA. X 24" LONG SMOOTH STEEL 18" O.C. (BOTHWAYS) 2 " O DOWEL ® 18" O.C. FOR PEDESTRIAN. USE a (OMIT IN AREAS UNDER 5' WIDE) Y4 EXPANSION MATERIAL SPEED DOWEL' BY AZTEC CONCRETE F OQ Ysrd ACCESSORIES DEPTH OF THE PAVING THICKNESS © REINFORCING PER STRUCTURAL ENG. 6' 1 OBACKER ROD AND 'TRAFFIC CAULK "TRAFFIC O7 N 5 tu ... 6 JOINT SEALANT TO CONCRETE X" TOOLED RADIUS COLOR. APPLY SAND FINISH TO CAULK SURFACE AFTER APPLICATION ®VERTICAL SURFACE 12" DTm IA 6'-4" O CONCRETE PAVING 2 CONCRETE JOINT O 3 6" CONCRETE O CURB 4 O WIRE TRELLIS 11 6' O7 CUSTOM 3"X3" #5Ga. RAW STEEL 3' 3' 1 GABION BASKET. 24"x24"x72" PER BASIC MODULE 5 ® ASSEMBLE ON SITE USING RAW STEEL O 4" DIA. LODGEPOLE FENCE POST AS END O GALVANIZED TURNBUCKLE C-HOG RINGS AT ALL CORNERS AND ANCHORS W/ 1/2" CHAMFER AT TOP. w SIDES TO BE 8" O.C. SET INTO NATIVE AS REQUIRED ®DRILL" HOLE THRU POST o a 3 INSTALL (X4) STIFFENERS PER O O FOR CABLE J6" THICK STAINLESS STEEL CABLE EXPOSED FACE AND (X2) PER o WITH ALUMINUM FERREL CLAMPS O 2 Y4" DIA. PRESSURED TREATED N 2 BACK FACE. AT TOP, MIDDLE, AND BOTTOM LODGEPOLE STAKE, DRIVE INTO \FG l a O RAW STEEL DIAPHRAGM IN THE O3 V EYEBOLT W/ FLAT WASHER INTO NATIVE SOIL AS REQUIRED 4" i CENTER OF MODULE AND LOCKING NUT O7 PLASTIC NURSERY TIE SQ.-% 1 4 BASIC MODULE PLAN VIEW O5 INFILL STONE TO BE EAGLE ROCK SEE ENLARGEMENT r---------------------------1 @ VINEYARD IRRIGATION SYSTEM SEE DETAIL 4, SHEET L-6 2' ELEVATION -LOW WALL CONDITION AVAILABLERUBBLE " TO FROM1 SEPULVEDA ® RIGHT 1 I 3 BUILDING MATERIAL. ON EXPOSED I I g 8' O.C. -TYPICAL FACES OF GABIONS, PLACE 4 STONES BY HAND WITH FLATTEST 1 SURFACE BEARING AGAINST FACE 7 2 d a MESH TO PRODUCE SATISFACTORY ALIGNMENT AND APPEARANCE. I I � I0 4 0 N I _ N 3 0 = 7-4 fill ti 1 I 8'-0" O.C. TYP. �, 8'-0" O.C. TYP. 1------------------------- --a N M ME 3 8 32', 40', 88' IV VINEYARD TRELLIS ENLARGEMENT / BASIC MODULE ISOMETRIC VINEYARD TRELLIS TYPICAL ELEVATION SO VINEYARD TRELLIS 6 O GABION WALL O 4x4 HDPE PLASTIC BENCH BOARD BY LUMBEROCK 16' 5 0 2X10 T.S. RAFTER & FASCIA COLOR: PUTTY SECURE TO STRINGER W/ DECK SCREWS AS "� " 4 5 18 EQ. EQ. EQ. EQ. EQ. EQ. EQ. 18 O2 6X8 T.S. BEAM REQUIRE 1 3 5 1 -7=*� O 3" SQ. T.S. POST I 1 I 1 O 6X6 T.S. POST. SET ON TOP OF THE � Yz"x3" FLAT BAR WELDED TO POST FOOTING AS REQUIRED. CONNECTION � 18' DETAIL PER STR. ENG. 1 rES r ----- — r —) 4 1 X2X6 GABION WALL SEE DETAIL 6, SHEET L-3 ® 1X4 COMPOSITE STRINGER BY LUMBEROCK. COLOR: I I II II 1 ANTI-C--------i "FENCE USPIKES" MB I BYS SSALARM, 1 800 872TEEL SECURITY K 0060 MOUNT ON TOP OF THE T.S. FASCIA ALONG PER I�R PUTTY I - g O ADJ. CONCRETE PAVING W/ THICKENED EDGE II I I 3 "' i 5 O STANDING SEAM METAL ROOF T.B.D. cam' I 2 O7 CONCRETE FOOTING I I N 9'-6" 2' 1 © CONCRETE FOOTING PER STR. ENG. A O Or 1 a 7 7 I PROVIDE 1"-45' CHAMFER AT TOP EDGES 04 I " METAL NOTES: - 0 1 2 ROOF ENLARGEMENT O7 2X10 T.S. BLOCKING ALIGN ON TOP OF BEAM I 4 "s ALL CONNECTORS TO BE CONTINUOUS WELDED. rn' II �' OS COMPACTED SUBGRADE PER SOIL REPORT --------------- L J L J . T. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED 2 1 O CONCRETE PAVING / F.S. II I °' CLOSED. PAINT STEEL WITH (1) COAT ZINC II- CHROMATE PRIMER AND W/ (2) COATS RUSTOLEUM 'BLACK'). ^o II w1w ' II 4 4' (COLOR III L II 4 tO' STRUCTURE NOTE: 2'-6" 2'-6" U II � I °i FOOTING ATTACHMENTS AND ROOF W II aI� II STRUCTURALLY ENGINEERED " „ 6 3 1 3 6 I I I I �� P 3' 5°-5" o II N SECTION 0) ENLARGEMENT C 16" 16" - o o = 0 3 r 3 5 1 4" 12" 12" II " a P' � ' 0 � 2' 2' �" �" II I CID 0000�oo0 4 3CID 7 CL - _ o P o I •- 18" 13' 18" FG FS :... I 2 FS 4 O O FS CL OF POST OF POST 6 w . °IQ It'v Q Q Q ;. « ' . d SIDE SECTION I a� �. EQ EQ EQ 2'-6" 2'-6" a g I I - 6 6 ELEVATION 00 METAL NOTES: WARNING STICKER NOTE: ALL CONNECTORS TO BE CONTINUOUS WELDED. APPLY WARNING! ANTI CLIMB SPIKES" STICKERS TO FASICA SIDE SECTION CITY OF F O N T A N A Call Underground 2 .. REMOVE ALL SLAG &SPLATTER AND GRIND ALL WELDS BOARD IN 3 LOCATIONS ON SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. O EACH SIDES THAT SPIKES ARE OF POST 10' (E OF POST LANDSCAPE PLANS Service Alert PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER AND ON. at least 2 days 12 DIA. SECTION ENLARGEMENT W/ (2) COATS RUSTOLEUM (COLOR PER OWNER). �`""" GABION RANCH PA 5 PARK' AS SHOWN Know where below. before you dig O GABION BENCH O SHADE STRUCTURE MES11101e BY, CWAXED BY, ePPROVED RY, CONSTRUCTION DETAILS HATE; We. �, Call before you dig. mYID 4 _5825 13 xxx .% I T II'_ i C A P E i Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhcmus, License CA—#2782 644-9370 (714) 210-3140 FAX REVISION U O(� 7 U a O P-1 V Flo UO U r^ O00 N O QCd Cd o U � Cd o 00 O o`I, U 6� �ANDSC4Pf ��@ pg0 A. PO(HA q9C 2782 W s lUTUM 2-28-19 �Q OF CA��F LSPC 19-000019 DATE 2/26/19 JOB # 18-025 L 3 4OF13