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HomeMy WebLinkAbout3752-4I 1 ALL. WOOD CAPS AND TRIM TO BE S4S DOUGLAS FR #1 CONSTRUCTION GRADE, OR BETTER, � D� (� �p ppm '�• p� X 101• � . 3'-0' 5 3'-0' UNLESS OTHE�iWISE NOTED ON DETAILS OR CONSTRUCTION LEGEND- O LK218E BM BOTH F CESS AND WASFfRS. HOT 3'-0" 14-W 3'-0 g 4 ilu_& © l E ONO TO BE DOUGLAS RR 02 GRADE, OR BETTER, © 0KBM SHOWN. NOTCH 2' INTO DOUBLE GRAB BEAMS 1 O• 2 5lu" 3 ALL MATERIALS 9FIAl1 CONFORM TO GOVERNING CODES AND ORDINANCES. �I�I�il►�i'x�i'Tr 1 1 8 •••••.••,•..........5 ••.•••••• I rte' I 2 I 1 ALL KERS NOT ILS TO BOLTED SHALL BE ATTACHED PER UNIFORM BUILDING CODE WANING ILS 6W ROUGH SAWN D.F. POST w/ 1" 46• CHAMFER AT TOP. 4 • SCHEDULE. ALL NTO BE GALVANIZED RDI. � I m ALLOW FOR ADJOINING CONSTRUCTION.W&YN6 &Wyff%VROM BOSTON TURNING WORKS (617) 924-4747. 3 •� 1 'a 7 ALL CONSTRUCTION TO BE PLUMB AND TRUE. ALL LUMBER TO BE INSTALLED CROWN SIDE UP. " " �j"889 2961. VE�INSTALLE�:�3/4 I CROUT E 3 2 0 •� 8 i . 9 L A N D S C A P E . 4 1 - BOLTS AND NUTS TO BE HOT DIPPED GALVANIZED. ARCHITECTURE 1 6 7 SIMPSON CB86 COLUMN BASE. SET INTO COLUMN. " • 8 ALL STRAPS, BRACKETS, ETC. TO BE GALVANIZED STEEL. UNPLATED STEEL TO BE PRIMED WITH TWO p�E Cp��p CpL 6 : 4 SITE PLANNING COATS ZINC CHROMATE PRIM-R FINAL COAT TO MATCH WOOD ELEMENT. ® fi19F OK x158" S(�NAT�TE S ON COLUMN BAS N CAP. MODEL NO. PCS-18 AVAILABLE FROM UTESTONE. o •. CUT TO bo ALL MACHINE BOLTS CARRIAG�BOLTS AND THREADED RODS TO HAVE A 2" DIAMETER X 1/4" THICK '' 7 "• Q • , . • 10221-A Trademark St. ® 4 I �g�p p I�0 Epp AND ALTERNATE BENDS AS SHOWN. - - w FRONT ELEVATION •' 10 Rancho Cucamonga, CA 91730 STEEL WASHER UNDtR NUT, U SS OTHERWISE NOTED. NTAN 2PhEAR OF I�&bIFS OF BL .) , ; 10 9 , csos� aea-2eoo n r Fax (9091484-2802 VAS ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATIVE SOIL OR 9096 RELATIVE COMPACTED FILL 1 1® #4 REBAR LOOPS AT 24" O.C.�' •. 1 12 •Q ' 14 Richard Krumwiade MATERIAL R STRUCTURAL ENGINEER'S REQUIREMENTS. 16 �n 3'-0' i-0" r-0" 3'-0' •.• LAN P •: :� . CA Lia. d 834 Kru j 1 ADJACENT CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR FINISH AND LAYOUT. •••• E[�jG` •••. AZ Lic # 29115 11 CONCRETE SHALL CONFORM TO ASTM C-150 AND SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 W uc # 446 PSI AT 26 DAYS. 1/4' FULL DEPTH POLY-FOAM EXPANSION JOINT. I 5 4 " Tx. Lia. #1884 12 PAINT ALL WOOD WITH 1) COAT PRIMER AND 2 COATS EXTERIOR PAINT UN SS OTHERWISE NOTED 1© 3'-6" SQ. x Z DEEP CONCRETE FOOTING. ON DETAILS OR CONSTRUCTION LEGEND. COLOR TO BE SELECTED BY 14 FINISH GRADE. A A 2 13 • ` ` :, { O COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. � rwo* 4 pF © 6"x6" FALSE POST. CHAMFER 1" BOTTOM EDGE. 15 /4�,a3- #4 REBAR EACH WAY. 31os3'-6 17r'w �'',,. O 5 FRONT ELEVATION 8 SECTION A-A O PLAN VIEW 'TF 0 F WOOD CONSTRUCTION NOTES WOOD OVERHEAD LEGEND (DETAILS R & S) WOOD OVERHEADevowlp WOOD OVERHEAD SECTION A-A' SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S D SCALE: N.T.S f 1 2 3 5 4 2 1 1 2 3 1 LEgm 1 3 4 2 4 O MMOODEEL #11998x WITH "SQMPCI' POST COVER 1 BY OLOR ASH.BLAPONE NO. (800)669.2585. Q LO LO "fi" '"+', ``r., r,},�,-•+ ,:g',., ti } :r,^ `'6: "i 'Nr}.y`' • • •• • • � Li1Gl a _ = e: a = • o: - BARBEOUE j 0D :�.Q_• der { n ;4ar'�;,`°o-s ?�,�'',?"r" ,+., �„ .'+F. {. - • I - - _ _ •- - _•- - ,/� _ '. 2 SLEEVE 0 - - - - - - - Q . �� • 4 Q �: 0 : _C p 4- p-_Q _ 0_d 'o o_ e - - - - _ - 5 CONCRETE PAVING, SEE CONSTRUCTION Ila m U Z •.• \ r : • Z . � fJa9 _ �.: 3 PLAN. �'- b _10* 0 �' 3 �: - p :. ' ' 2 8' LONG M FIEBAR. CONTRACTOR TO n X PROVIDE 5V 0 HOLE FOR REBAFL Z LL N c� e e • 5 4 � CONCRETE FOOTING. , ap oa- gW - � 1 4 ' COMPACTEDNPER SOIL n W r Oi ADJACENT CONCF TE PLAN FOR SPECFICATIONS. 18 _ - : '�' HCD l I L MIN W N0) ^ © 1M THICK F1�L DEPTH E MISION JIONTWITTH Ti#OImL BEAD 1 BOULDER PER PUN. RECESS AT LEAST 1A OF BOULDER'S 1 4' THICK. LIGHT BROOM FINISH CONCRETE. N p O �r � STAMPED CONCRETE SEE PLAN FOR FINISHES. Owl I'"'O 9UB-OR"DE As j LAYCOID RUBBER SURFACING. AVIULABLE FROM SWAM AMERICA. PHONE NO. (800) 999.65% � � 1M• POLY4:0 M EXPANSION JOINT AT EDGE OF PAVING ABUTTM BOULDERS. THICKNESS AND INSTALLATION PER MANUFACTURERS RECOMMENDA71ONS. v _. Q U W SUbMSE PER STAMPED PER SOUL EIrGI�'S ilE(�OMI@OiAT10NS. ADS ACENT CONCRETE MOWS7RIP OR CONCRETE PAVING. SEE P� 1' WIDE DIAGONALLY NOTCHED CONCRETE 1 ADJACENT CONCRETE. SEE CONSTRUCTION PLAN FOR SPECIFICATIONS. � e - Z Z COMPACTED SUBGRADE PER SON. ENGINEERS FEPOR"T ooMPACTI=D SUB-GRADE PER sous REPORT. � COMPACTED SUBGRADE PER solL ENGINEERS REPORT. CONCRETE FOOTING. - _ - 00 OCOMPACTED SUB-GRADE PER SOIL ENGINEER'S REPORT. `O � - � U d BENCH LEG. SECURE TO CONCRETE FOOTING. coco ' lt>� ( 8' LONG - #4 REBA ROD. 7 pA ALL BOULDERS TO BE %NUAILP. AVAILABLE FROM 12' SOUTHWEST BOULDER A STO1�E. PHONE NO. (� 5 1147.' ALLOW "WESM LEAD TIME FOR DBIVERY. I BASKETBALL COURT STAMPED CONCRETE BOULDER PLACEMENT LAYCOLD RUBBER SURFACE BENCH SUPPORT EMBEMOMDMENT BARBEQUE SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S HEAVY DUTY 1• J WITH VANDAL RESISTANT SS ELS MIN. C SCREWS. pFAN TYPE, CLEAR FIBERGLASS BASKETBALL BACKSTOP WITH GOAL THROUGH FLOW I 1 MODEL NO. 1540 BY PW ATHLETICS. PHONE NO. (626)389-7777. ALLOW 4-6 WEEKS LEAD TIME FOR DELIVERY. 2 \ 6 INSTALL PER MANUFACTURERS RECOMMENDATIONS. 2 Uj BASKETBALL GOAL AND POST. MODEL NO. 37 BY PW ATHLETICS. j �T N P a D . _ �JNC 6276 2 3 GOAL POST SET INTO FOOTING 3 SCREWDRIVER STOP Li ANC a e PER MANUFACTURERS SPECIFICATIONS. (SUPPLIED) 1 (SUPPLIED). 4X HOSE _q _z CONTRACTOR TO APPLY RUST-PROOFlNG. ",,,. • :`s` �' t 4 3 4 SLOPE TO TOP OF FOOTING. PROVIDE SMOOTH TROWEL FINISH.rLL Z AIR GAP PROVIDED FOR `'• SEE DETALL N, CORROSION PROTECTION. %%%*:.i......i.i. 5 42" DEEP x 24" DIA. CONCRETE FOOTING. THIS 8L1EET. s : 1�• O FINAL FOOTING SPECIFlCJITKN�IS I ;.;^'{;•s.�' :'``'•"+n�; �1� `'' 2 °. •': L i',• : '{-.r.'.: • '` PAD .ti •.Shti � PER MANUFACTURERS SPECIFICATIONS. .r~ .` '' h 1/2' IPS SUPPLY `D �",�. ' �` 3 N 4 1 , LES 1/2 BMOUNTING OLTS 1 HAWS ECNIQNG FOUNTAIN. SEE CONS M, THIS PLAN 6 FOR 1R' THICK FILL DEPTH POLY-FOAM EXPANSION JOWL WALK EDGE U 7 ADJACENT 7 6 6 7 IN CONCRETE SLAB - i 4 O FOR SPECIFICATIONS. REFER TO CONSTRUCTION PLAN SHEET L-2 FOR LOCATIONS. 5 ACENT FINISH SURFACE. SEE PLAN 4X--A FOR SPECIFICATIONS. 18• 3'-6" 7-1/2• BUBBLER • ti 2 CONCRETE DRAIN BOX W/ CAST IRON GRATE. REFER TO DETAIL M, THIS SHEET. 1/2 -13 UNC —� �~ 3 TABS. . p8 COMPACTED SUBGRADE PER SOILS REPORT. ( MTG BOLTS 4X i ---------- SUPPLIED `�° • 1 TRASH RECEPTACLE COVER. MODEL A-21 BY QUK:KCFETE. 8 i 1 (SUPPLIED) 5 4 314' CRUSHED GRAVEL. ;' .• Cr 2 25" DIA. BY 33" HIGH TRASH RECEPTACLE WITH LIGHT SANDBLAST FINISH •MODEL #S-TDR-3 : •: 7• f - '` 5 COMPACTED SUBRADE PER SOIL ENGINEER'S REPORT.la NATURAL COLOR, BY QUICKCRETE. PHONE N0. (909)737.8240. 5 i q ' TEMPLATE • 7 6 ADJACENT CONCRETE REFER TO CONSTRUCTION PLAN SH O CONTRACTOR TO BOLT TRASH ENCLOSURE TO CONCRETE SLAB USING ' ' ' PEDESTAL SHEET L-2. `''f 4 7 36" DIAMETER REINFORCED CONCRETE PIPE (RCP). CIO 318 LAG BOLT AND LEAD SHIELDS (3) EACH. I : a f—TO DRAIN ( ) 4 ADJACENT CONCRETE WITH DEEPENED FOOTING. IMPORTANT: ATTENTION INSTALLER DEPTH TO BE VERIFIED IN FIELD BY ACTUAL PERCOLATION TESTS. j I USE CARE TO AVOID KINKS WHEN ROUTING SUPPLY 5 COMPACTED SUBGRADE. I 4 I 1 LINE TO VALVE AND FROM VALVE TO BUBBLER O i 6 CITY OF FONTANA LOGO. - - - - - - - - - - J SUB-SURFACE DRAIN CONCRETE DRAIN BOX STRUCTURE SEE G/RATE1N0.1AST IRON 10104 COLD JOINT j DETAIL N, THIS SHEET WHITE CAP OR EQUAL TRASH RECEPTACLE ECEPTACLE BASKETBALL POST AND GOAL HAWS DRINKING FOUNTAIN(#3202G)DRINKING FOUNTAIN DRAIN SCALE: N.T.S SCALE: N.T.S i SCALE: N.T.S SCALE: N.T.S B iMC j /� OQ v Dw& � 61 2 3 2 • v' ! - 3 1 2 3 4 5 2 1 roc I TABLE LEG WATERPROOF EXPANSION JOINT COIR JOINT �EINF A R OF BANDING HEAVY DUTY STEEL CLIP A _1 1 MANUFACTURED BY WABASH %MEDIUM BROOM FINISH CONCRETE. 1O 1/2" RADIUS AT All EXPOSED EDGES. : (7:•' d �4 : d' : C'f :• . RED HEAD BOLTS - • � '. - ®NATURAL COLOR CONCRETE PAVING. SEE BELOW FOR FIN64I`I TREATMENT. Z BAND. SEE CONST. PLAN FOR FINISH. WITH NUTS • • . t/4' • •. •. O3 COMPACT EARTH TO W% RELATIVE COMPACTION UNDER PAVEMENT. 3 CONTROLJOINT O 5'-(r OC MAX. SPOT WELD ' 5 EXPANSION JO�VT SCORE JOINT :.i L :. - .':.':::: • :':.:.'::'::':.':: r!' '::::':::.'::::::: . ::::: .'::::::: A NOTE: CONTRACTOR SHALL POUR AND FINISH A 2'X2' SQUARE SAMPLE OF EACH TYPE OF FINISH I : ,ti• : ; : ; : ; : ; :::: ;'s .: ; : ; : , ::': FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LAND. ARCH. B ■ _ . I LEflE� 2 U 1 ADJACENT CONCRETE. SEE CONSTRUCTION PLAN FOR SPECIFICATIONS. SAWCUT SCORE JOINT 2 1 BROOM FINISH 1 NATURAL COLOR B NAT. COLOR RETARDANT FINISH 2 S/4" THICK FULL DEPTH EXPANSION JOINT WITH THIOKOL BEAD. CONCRETE, RUN CONCRETE. 12/28/04 PERPENDICULAR TO 3 6' THICK MINIMUM, NATURAL COLOR, HEAVY RETARDANT CONCRETE. LES �L'.ONC./PATH 2 DEEP SCORE LINE; SEE CONST. 4 SUB-BASE PER SOILS REPORT. PLAN FOR LAYOUT. O CONCRETE PAVING. 3 2 DEEP SCORE 2. 1/4' TOOLED RADIUS. JOINTS; SEE CONST. 3 EDGE OF PAVING. 5 COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. yy ppgpp �p�q �p C �y� PLAN FOR LAYOUT. AS SHOWN 3 SLI T COL6�S PRIOR TO INNSTTAI ATION ' 3 EDGE OF PAVING. 3 CITY OF FONTANA CALIFORNIA ■ 4p 1POL E FQII EXPANSION JOINT W/TEAR AWAY • . 3E �Spr COMPACTED SUB-GRADE PER SOILS REPORT. A. WITH DEEP SCURE JOINTS B. DRAWN BY: SYCAMORE HILLS PARK SCALE: 0328-4B N.A. DESIGNED BY: TRACT 1649,5-2, LOT 106 DATE ° _ ■ CONCRETE JOINTS BROOM / RETARDANT CONC. FINISH RETARDED DRIVEWAY CONCRETE PICNIC TABLE SECURITY ANCHOR � 12/13/04 OCHECKED BY: APPROVED BY: DA� /? /5 DWG. NO.: 4 SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S (( L-4 11/06 CITY E NE R.C.E. 51152 EXP. DATE 12/31/05 75 12 4 OF 12 SHTS. . f