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HomeMy WebLinkAbout3461-3_'r-AIran av"1*11*!1iIAwa WL WN&VIL 44" -SQ. o Y9 -f9 EET y ' � 4 1 , ►� //- 5 6 p 1 6 / I 2 t PRE -CAST CONCRETE PILASTER CAP. O 1 :... .• , . _ _ _ QUICK CRETE #Q-E44PC :. ' `' •t'' • ,.. (909) 737-6240 a o O 8x8x16 SPLIT -FACED BLOCK; 02 8x8x16 SPLIT FACE BLOCK t . 40" SQ.' --�___ _ o / (2 SIDED) 1 I 1 _ - - _ _ I I - / / _ - - - - - - - - - - - - - - - REBAR PER STR. ENG. CONSTRUCTION TO FORM 40" SQ. o ------------------------- _ \\ - - - - - - - - - o VA PILASTER / I 2 PRECAST CONCRETE WALL 30 STEEL REINFORCEMENT PER C6 qi� O _ STRUCTURAL ENG. o� �`• . o/ � CAP #Q-K9SWC by 2 r�`�' o :':.' QUICK CRETE (909 1 ) O O 6x6x16 PRECISION BLOCK 3 .SG / 737-7032 CONSTRUCTION. SINGLE ROW. CONCRETE FOOTING PER O CUT PRE -CAST CONCRETE WALL CAP 20 *� ; 3O / o.c. 10 STR. ENG. INTO 2 EQUAL PIECES. MORTAR THE �4X ti �� �,� :,:• CUT PIECES TO 6x6x16 PRECISION BLOCK ROW. MITER 0 4 CORNERS. H.O.A. LIMIT OF WORK x~ x�,' M 'A ~~'00 QUICK CRETE #Q-P12SWC 2 a (909) 737-6240 C.F.D. IMIT OF WORK ._,.-. O CONCRETE FOOTING PER STR. ENG. 3 ••• M ` ' M �, I •••� �' 6" MIN. F.G. 3 40" S . E TRY PILASTER �_2(2 TOT r- x,�° �G :.•^ o^�,� w ' `S WTF Poo vi f ,rola * 03-017 L2 of 10 W y ~ Z 00 V 10 o r- 1 I T.C. I 9 5 5 I x,�, ,o "1 4�ti e ° " 12" MIN. 6 ENTRY L x^ i - as 5 5 14' I 3 NOTE: L-2 (TYP-) -�� STEEL REINFORCEMENT AND FOOTING Lill 1 PER STRUCTURAL ENGINEER. ° : °° °°, a I 0 D f111 1 1 ° PER 5 ENTRY ENATION PER STR. ° . ° STR. ENG. L-2 �'' I I - .. °. 513 13 ENG. 6 DIRECTORY BY THERS ----<'' x �' �° PAD ELEV. PER STRUCTURAL ENG. ALIGN FACE @ ACK 1 I '� 69.0 OF CURB 0 1 a a I PA EAA. PA 1 I SIDEWALK PER C.E. PLANS 13 PAD EL i (TYP.) 2 ENTRY WALL 3 40" SQ. ENTRY PILASTER 64.0 � 0 0 I tih PERIMETER WALL PER 31 SQ. " x� C 0 I ,1 b C.E. PLANS (TYP.) �o a 0 ,^i LOCATE I" BEHIND P 1 L - - -4- - 24``I SQ. PILASTER G�5 I 0 . .. --- � x� 4 ► �_2(7 TOTAL) how 13 PA h�^ ( ,1 5 6" 81j b 13 0 i0 0 I I _ SEE PLANS FOR MEDIAN WIDTH --------------------- ----- �. / a 0 �� ' ° --- ----- --- ------ CAP Q ICK CRETE -LASTS WHERE CURB ELEVATIONS w � � O PRE CAST CONCRETE PILASTER 2 —-------�� U #Q NOTE: ' ^b. ( ) t DRAIN TO LOW CURB. 909 737-6240 1 " VARY INSTALL TD s /13 Ic (400 " \ 0 8x8x16 SPLIT -FACED BLOCK O SEE DEraL A 2 �• CONSTRUCTION TO FORM 24" SQ. "r -_--- -__- ---_ _ \ PILASTER. --� i- - __ _�.f__-- �3 MA oa o D 0 -- --.- - _____ _ o --� --- A _ -- _ _ �_ _ i i o3 STEEL REINFORCEMENT PER ' -Y-_-y STRUCTURAL ENG. o •• Q:' 1' CONCRETE GAP BETWEEN Xb — r�, 4 6x6x16 PRECISION BLOCK CONSTRUCTION. ` 00 ROCK AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED — — — — — — -— — — — - O SINGLE ROW. WITH REQUIRED 1/2 IXPOSURE ABOVE TC. WIRE BRUSH FINISH JOINTS BETWEEN ROCKS 05 CUT PRE -CAST CONCRETE WALL CAP INTO 2 _ 2 EQUAL PIECES. MORTAR THE CUT N • ' ' '. � ...' • '. PIECES TO 6x6x16 PRECISION BLOCK • ', . • I ROCK HEIGHT $" MIN. PEAGRAVELCONCRETE BED ROW. MITER 0 4 CORNERS. QUICK CRETE �o r 1/2 INCH ABOVE Tc #Q-P12SWC (909) 737-6240 DETAIL A ' � ,• • •, " " , . �' ; ` NOT TO SCALE 6 CONCRETE FOOTING PER STR. ENG. \ FOR ILLUSTRATIVE PURPOSES ONLY ti 9OX MIN. COMPACTED SUBGRADE OR 5 COBBLE DETAIL F.G. , ; T.C. BASE MATERIAL PER PLANS AND SPECS L-2 (TYP.) NOTE: 1. ROCK 51ZE5 UNLE55 0THERWI5E 5PECIFIED SHALL BE: STEEL REINFORCEMENT AND FOOTING PER C0136LE5TONE5: MAX. 12" TO MIN. 6" WITH ONE SIDE:FLAT. STRUCTURAL ENGINEER. ° 12" MIN. 2. �i INCH MIN, EXPOSURE OF ROCK ABOVE TOP OF CURB.. s : `• a da 3. A SAMPLE AREA, MIN. 10 50. FT. SHALL 13E APPROVED 15Y THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE AX T -C° ea e REMAINING ROCK WORK. - - - - - - - - - - PER 4. FINAL RESTING P0517ION OF.ALL ROCKS 5HALL DE APPROVED 6415 °• ' STR. BY THE CITY INSPECTOR. 0 0 4 a °- ° . a ENG. 5. ROCKS SHALL SE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE DISFIGURATIONS AND IRON CONTENT AS APPROVED 6Y THE CITY INSPECTOR 11 177= 6. CONCRETE 5HALL BE CLA55 520-D-2500 4 INCH SLUMP CONCRETE. 7. WIRE DRUSH ALL JOINT5 AFTER THE INSTALLATION OF THE ROCKS I PER STR. ENG. 8. AFTER CONCRETE MORTAR HA5 SET, HYDRO 15LA5T A5 DIRECTED 15Y THE CITY INSPECTOR. BRU5H ROCKS TO REMOYE CEMENT COATING. 9. WHERE ROCK BORDER5 TURF AREA, PLACE 1" CONCRETE EDGE 1 E - —ENTRY ENLARGEMENT PLAN VIEW SCALE 1 11=101-011 4 24" SQ. ENTRY PILASTER BETWEENBACK OF ROCK AND TURF.SOX AVENU Q3 O8 O1 40" SQ. ENTRY PILASTER PER DETAIL 3, O7 2 1/2"x 4 TUBULAR STEEL BOTTOM RAIL. 12" RADIUS DECORATIVE STEEL "LOGO" PLATE. 5/8" SQ. TUBULAR STEEL FENCEPICKETS ® 4" O.C. SHEET L-2 Q4 2" SQ. TUBULAR STEEL GATE 2 24" SQ. ENTRY PILASTER PER DETAIL 4, 2x2 VERTICAL TUBULAR STEEL MEMBER & FENCE FRAME O 5' WIDE CONCRETE SIDEWALK SHEET L-3 Q KEYED (BOTH SIDES) LOCK WITH LEVER ®0 SLOPE TOP OF WALL TO MATCH 5 COBBLE DETAIL 03 ENTRY WALL PER DETAIL 2, SHEET L-3 O STEEL LOWER PLATE C VERTICAL TYPE HARDWARE WITH A MAXIMUM SLOPE CONDITION (TYP.) CENTER LINE OF GATE TO FILL VOID OPERATING EFFORT OF 8.5 LBS. O GATE POST EMBEDDED IN ENTRY PILASTER �0 DECORATIVE CROSS OF 3/4" TUBULAR O6 2" SQ. TUBULAR STEEL FRAME C NOTE: ALL FENCING MEMBERS TO BE TUBULAR STEEL W/ ALL PER STRUCTURAL ENGINEER STEEL W/MEDALLION AT MIDDLE - BOTH PILASTER. ATTACH WITH (3) 1/2- DIA. CONNECTIONS WELDED AND GROUND SMOOTH. ALL FENCING 05 GATE MOTOR SIDES OF LOWER PLATE LAG BOLTS IN LEAD SHIELDS. MEMBERS TO BE PRIMED AND PAINTED W/ (2) COATS OF RUST ©2 1 /2"x 2 1 /2" TUBULAR STEEL VEHICULAR 11 2x3 TUBULAR STEEL HORIZONTAL RAIL 17 " INHIBITING PAINT (RUSTOLEUM OR EQUAL) FOLLOWING FINAL STEEL GRILL R-40. HEXAGON 1 /4 ASSEMBLY. PAINT COLOR TO BE SELECTED BY LANDSCAPE GATE FRAME W/HEAVY DUTY HINGES. TYPE ©2 3/4" SQ. TUBULAR STEEL PICKETS C 4" O.C. OPENINGS. SANDWICH BETWEEN VERTICIL ARCHITECT. FENCE CONTRACTOR TO COORDINATE WITH SHEET KEY AND QUANTITY AS REQUIRED. PICKETS AND VERTICAL FLAT BAR. FLAT. BAR MASONRY, ELECTRICAL AND SECURITY CONTRACTORS PRIOR TO TO ALIGN WITH PICKETS. CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. LYTLE CREEK ROAD 2 - 2'2" 2'-2" 2 5' 24" i 20 1 13 6 12 4 11 I 181 14 2 2 14 17 3 1 2 W 16 " 4 `' I 6' W KNO AVENUE I• • 14 [-a I �-� Q ® ' 6" ! 3 24"/10 19 ►-H-1777 7171-1 3 10 9 6 8 10 2 5 8 9 7 9 ' ' 2' 3' t 14" EQ EQ 2 f 14 3 2 40" f 17' 11 ' f 17' 40" v �, pN D S CApF V� ZY� �����pp 16Po(y4''�C CITY OF FONTANA 0 Q o Q ��°�' 27s2 `Gs y% LANDSCAPE PLANS 7-3 QO a 3'.0 a o ¢ 3 0 *� * D""""y' KNOX AVENUE - WEST' AS SHOWN � Q. > er, DAM�� 9�F of M � 3 6 KNOX AVENUE - ENTRY ELEVATION Ca 31 3461 s EXP.JMTL 1 S I T e 1 C A P 1E S Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Polhamus, License CA—#2782 (949) 644-9370 (714) 210-3140 FAX NI 0.1 REVISION Ivv Dvm vi DATE 7/14/0 ,rola * 03-017 L2 of 10 W y ~ Z 00 V uj f" 2 Z W a O U H Cd W �W H o H O o 00 O ,4 0 o 01 !� rC) V , i-+1 Dvm vi DATE 7/14/0 ,rola * 03-017 L2 of 10 W y ~ Z Q V uj f" 2 Z W a O U H a �W H o H O zz 0 Dvm CHK DATE 7/14/0 ,rola * 03-017 L2 of 10 0