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HomeMy WebLinkAbout3752-5ONATURLIAL COLOR PO N 4n,". WALL CAP w/ SAWCUT - i' DEPTH ! 1O NATURL COLOR POURED44-PLACE. WALL CAP. SMOOTH TROWEL 10r O.C.. SMOOTH FINISH. CROWN TOP TO DRAIN Z FINISH. S t d' 2 3 4 24" 02 16'x 6'x 16" SLUMP COLUMN BLOCK COLOR TO MATCH RESTROOM 2O 6" x 6' x 16"UMP BLOCK COLOR TO MATCH RESTROOM BUILDING. !EY IN FIRST COURSE INTO FOOTING. - BUILDIrG. IN FIRST COURSE INTO FOOTING. SOLD GROUT ALL CELLS. 1 5 SOLID GROUT ALL CELLS. f 3 #3 VERTICAL REBAR • 32" o.c. 3 #4 VERTICAL REBAR AT 4 PLACES. 2" • 4 #4 REBAR LOOPS AT 20' o.c. 27.81/2 #3 HORIZONTAL REBAR ! 20" ox. ATTACH TO ADJACENT _ _t _ s r : PILASTER. 5 4 - #3 REBAR EACH PILASTER. 7 5 #3 REBAR 41160 o c. 6 1/4' THICK FULL DEPTH EXPANSION JOINT. I I 2 — — COMPRESSION RING 6 1/4' THICK FULL DEPTH EXPANSION JOINT. 1 5 7 ADJACENT FINISH GRADE. 1 I a 1 4 to 6 7 ADJACENT FINISH GRADE. 12" RAD 8 ADJACENT CONCRETE. SEE CONSTRUCTION PLAN N �� i 3 ` TRUSS • • 1 8 ADJACENT CONCRETE. SEE CONSTRUCTION PLAN FOR SPECIFICATIONS. �' FOR SPECIFICATIONS. I. . I I L A N D S C A P E 12 _ O COMPACTED SUBGRADE PER SOIL I I 7 TRUSS TAIL 35 9 COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. - �ENGINEER'S REPORT. 8 6 I 1 I. / ARCHITECTURE 10 18' WIDE BY 12" DEEP CONTINUOUS CONCRETE FOOTING. I_ i 28"WIDE 4 TRUSSdPa 1 6" X 12" MIN. MEDIUM BROOM FINISH CONCRETE TOT -LOT EDGE. 112" RADIUS EXPOSED EDGES. 2 I . 10 28 WIDE BY 18 DEEP CONCRETE FOOTING. PURLIN N SITE PLANNING N I ' I TRUSS TAIL _ � � 10221-A Trademark St. 2 TOP RUBBER SURFACE WEAR IN COARSE TO BE FLUSH w/ CONCRETE EDGING. 4 I ' 1 • � •O -� "� • (j•,• • `" TENSION MEMBER ao Rancho Cucamonga, CA 91730 3 RUBBER SURFACE BASE MATERIAL PER MANUFACTURER RECOMMENDATIONS I I. N c9091 884-2800 1 COMPRESSION RING Fax (909) 484-2802 4 4" THICK 3/4" CRUSHED GRAVEL BASE COMPACTED TO 95%. SLOPE TO DRAIN. PER RUBBER 3 4 - 6 8 i I COLUMN (TS 5 X 5) Richard Krunwiede SURFACE MANUFACTURER'S RECOMMENDATIONS. 7 14 I : / AZ �: # � 5 d ' rev W. # aas 5 ADJACENT SURFACE. SEE CONSTRUCTION PLAN FOR SPECIFICATIONS. PURLIN TX uc. #16e4 0:. 6 12"x124x12" CONCRETE DRAIN BOX w/ CAST IRON GRILL - CONECT TO DRAIN LOCATION PER g I �.� _ - GRADING PLAN. I (lama 7 SATURATED AND COMPACTED SUB -GRADE TO 90% PRIOR TO PLACING SUBBASE. 10 O 10- TENSION MEMBER S C A P p K ,. - IBJ O w 9 8 # 3 REBAR AT 24 O.C. - - •- G - t COLUMN �' s`�e °y 9 # 4 REBAR CONTINUOUS THRU. FOOTING AT (2) LOCATIONS. SET 3" CLEAR FROM EDGE. EDGE OF ROOF a, �'� A 10 DRAINAGE CLOTH / WEED BARRIER (TI�VIRA OR EQUAL). SET OVER SUB -BASE. 9 � w n ,A F OF C t►L�F RUBBERIZED SURFACE 18" HIGH SLUMP BLOCK SEATWALL 24" HIGH SLUMP BLOCK PILASTER. GAZEBO DETAIL(PLAN VIEW GAZEBO DETAIL(ELEVATION) •D �SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 7 1 SCALE: N.T.S. SCALE: N.T.S. 3 4 0 4'-0" 5.6' 13'-0" LEGM 3 ig- - - - - - - - - - - - - 1� NATURL COLOR PRECAST CONCRETE WALL CAP. °C 12" MODEL NO WC3-8S. AVAILABLE FROM LITESTONE 2 8 _ ' • ,; r r ., :� CONCRETE. PHONE NO. (619A96-7833. 2 1 3 7 _ ::t•::::: - :::::i•:.fi:::::: ' Nf2 t t 2O 6" x 6" x 16" SLUMP BLOCK COLOR TO MATCH RESTROOM j ti 3 9 •': T • ::'::'::':Y:.'i':•:::'::'::':: i':: i SBOLNQ ALL CELLS. COURSE INTO FOOTING. 1 •- co At.ION '• :�;;= is=: -': - = -': I 1 Q - .�.� . - ......... I -P 3� #4 FEW CONTINUOUS. U m 1 - _ •..;. •:: ; ........... .. ......... • .. • � 12 4 Ni4 FEW 016" o.c. 5 - _ .. j.•:...'.t..T ..........r.. 6 0'• a O'- o- r + i� '46. t:::3r;;r•. • +r'+r'.�::+r:;�::. I 5 CONTI UOUS 24 SQ. CONCRETE FOOTING. (� - 3 •X-:.._ F-- o� I 6 #4 FEW CONTINUOUS 016' o.c. } p 7 #4 VERTICAL REBAR 016' o c. 8 � Z �- 7 (it( co 2 vg ,� 5 4 8 COMPACTED SUB -GRADE PER SOILS ENGINEER'S REPORT. I W ao �. :. 6 5 4 `D 9 FINISH GRADE. lu } a 4 = LEGEND.:= 5.6' 7 9'-0' 2' g 10 6 x 6' CONCRETE BUNTER CURB. m 1t � x 1 f.. 09 ImIal 1 6' HIGH SLUMP BLOCK WALL WITH CAP -SEE DETAL 1, IM M9ET. 11 SIMPSON POST BASE MODEL # EPBM SET IN WALL ^� 1 ADJACENT CONCRETE SEE PLAN FOR SPECIFICATIONS. SEE DETAIL J, THIS SIFT FOR TREWS. � Q _ 2 CONCRETE CURB PIWT1rD GREEN ALONG CUL-DE-SAC DRIVEWAY. 2 s THp(1NEMN1I BROOM FINISH CONCRETE ROM 10 1 MORTAR COLOR TO MATCH I SLUMP BLOCK 1O WIMP BLOCK MASONRY WALL - SEE DETAIL 1, THS 993E . t-- Z O 3 ELBC70M CONTROL ROOM. REFBI TO EI 3CTFr.AL ENGINEER'S PLANS © fl O 00 j 3 LIMIT RETARDANT FINISH CONCRETE BAND. SCORE JOINTS ! Ni -0' o c MAX. FOR PANEL LOCATION. 4 8 0 6>rB S4S POST w✓ SMMPSON EP88B (12 LONG) INTO CORNER CELL OF MASONRY WALL - GROUT SOLID. 4 1 WIDE GALVALN® STEED. GATE - SEE DETAL L, SLEET L-0. 3 DOUBLE 3x10 GRAB BEAMS EACH WAY - NOTCH 1' EACH WAY - BOLT 0 EACH POST w/ 2-12" DU. � � Q � U Z 1 6' WIDE BY 4 THICK NATURAL COLOR,1iEDRINI BROOM FI ISH CONCRETE EXPOSED EDGE 12• RADIUS. 4 (3) #5 CONT INKIOUS REBAR SET AT MID DEPTH. 5 sr WIDE GALVANIZED STEEL DOUBLE MING GATES -SEE DETAL III,, SLEET L-&; � o ' o A CONCRETE THICKNESS, RE WORG'EMENT BAR, AND MW41ADE PER O MACHINE BOLTS W/WASHERAND NUT. PROVIDE 5" X 5" CHAMFER END CUT. � � c� n- .. • . . 2 ADJACENT FINISH GRADE. 5 #5 HORIONTAL REBAR 0 24' o.c. MAX. O SOILS ENGINEER'S REPORT. ALL CONCRETE WALKWAYS TO BE 04* TRELLIS MEMBERS0 312' O.C. BOLT THROUGH INTO EACH GRAB BEAM WITH 318' DU. LAG BOLTS. 6 6" X 6" CONCRETE BUMPER CURB (TRASH SIDE ONLY) - SEE DETAL I, SLEET L-& _ _ _ DESIGNED FOR CITY MAINTENANCE VEHICULAR ACCESS. VERIFY 318' CHANIFER 0 ALL ENDS. 3 COLD JOINTS PER DETAIL C, L4 6 COMPACTED SUBGRADE PER SOK ENGINEERS REPORT. 3 . i REQUIREMENTS FOR CONSTRUCTION OF ATE WALKWAY WITH 7 CONCRETE MOMISTRIP PER DETAL N, >liEET W. I SOILS ENGINEER'S REPORT PRIOR TO INSTALLATION. � 4 COMPACTED SUBGRADE PER SOILS ENGINEWS REPORT. 7 ADJACENT HEAVY RETARDANT' CONCRETE. SEE CONSTRUCTION PLAN, SHEET L-2 6 4" THICK NATURAL COLOR MEBROOM FINISH CONCRETE 4- : � : 4- N WALL CAP, WALL FINISH AND HEIGHTS PER LANDSCAPE PLANS. O PAINT ALL EXPOSED WOOD MEMBERS WITH ONE COAT PRIMER AND TWO COATS PAINT TO MATCH RESTROOM BUILDING. I FOR SPECIFICATIONS. 5 ADJACENT CONCRETE CURB PER CIVIL PLANS. 9 t/4' THICK FULL DEPTH POLY -FOAM EXPANSION JOA. 8 RE1 © CONTRACTOR TO OBTAIN BUILDING PERMIT PRIOR TO CONSTRUCTION. f 08 1/4' THICK FULL DEPTH POLY -FOAM EXPANSION JOINT. 5 = r1� : -• _Ito O COLD JOINT PER DETAIL C, SHEET L4 N VIM I O CONTRACTOR TO OBTAIN BUILDING PERMIT PRIOR TO CONSTRUCTION. 24' 12" WIDE CONCRETE STEP OUT RETARDANT BAND @ GUTTER TRASH ENCLOSURE/ELEC. ROOM SLUMP BLOCK WALL ENCLOSURE IN TRELLIS C� TRASH ENCLOSURE wi CDSCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. U) 13 DOUBLE 4'-6" GATES a 1 O 6' HIGH SLUMP BLOCK WALL. SEE DETAIL 1, Tin INW. 13 3 e• LEGENDO laaaaaa 3x3 STEEL POST - WED CAP AND GRID SMOOTH. RLL POST WITH CONCRETE. tO LIGHT POLE ATTACH TO WALL WITH 1/2"DIA. x 5" LAG BOLTS AND LEAD SHIELDS AT 12" O.C. 3 1 t 2 1 03 22 GA. TED METAL DECKING W/ 2"x21/2"xl/4" SpT�EEL ANGLE GATE FRAME WITH TAMPER RESISTANT HANDHOLE COVER. Q A��APPP.ROOVVAL.MMAIINTTATOR IN MIN�1/2wCL�EARDFROPE M��hI E 1 0' �3 BOLT COVER - TO MATCH POLE. 4 (3) 3" x 3" HEAVY DUTY GATE BUTT HINGES - WELD TO POST AND GATE FRAME. (GATE SWING OUT) 44 CONCRETE FOUNDATION (TYPE V) 2500 LBS.O 28 DAYS 1 w/ BEVEL TOP FOR DRAINAGE. "SAND BLAST" FINISH. w 5 2"x 1/2" BAR STOCK DIAGONAL BRACING (INSIDE FACE). 2 1 _ s (2)1!2" DIA. GALV. STEEL STANLEY #1006 CANE BOLTS (MOUNT TO OUTSIDE OF GATE). ANCHOR BOLTS. 3 14 6 �./ 6O CONDUITS 24" BELOW GRADE. ALL RISERS AND 90° BENDS O 7 FINISH GRADEISURFACE. • �� �� SHALL BE PVC COATED FIGS. 08 CONCRETE %A8 WITH DEEPENED FOOTING 0 CANE BOLTS. DRILL HOLES IN 5 CONCRETE T ACCEPT CANE BOLTS NN LOWERED POSITION w/ STEEL SLEVES. � �� 5 O7 6 MIN. #5 VERTICAL REBAR w/ 3 - #3 TIES WITHIN TOP 5, laaaaaa 9 3/4" GRAVEL, 6" DEEP, FOR DRAINAGE. 5 7 ONE #3 TIE 3" FROM BOTTOM w/ REMAINDER #3 TIES / LEGEND: MAX. 12 O.C. 1 COMPACTED SUBGRADE PER SOLS ENGINEER'S REPORT. 4 g 4 (D POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH. O8 FINISH GRADE, OR PAVING SURFACE. 2 ii LOCKING HASP (BOTH SETS OF GATES). 2O #3 REBAR CONTINUOUS SET Q MID-DEPTH.0 90°� COMPACTED SUBGRADE. 3 1 16" SQ x 36" DEEP FOOTING FOR EACH ENCLOSURE GATE POST, 7 7 ~ O 1/2" BULLNOSE (TYPICAL). %r 13 WOODEN OVERHEAD. REFER TO DETAIL J, TMt INU. Aff 000 ' v • '� ® FINISH GRADE. 8 4 `••ice 14 KEYED SCHLAG LOCKSET WELDED INTO GATE FRAME. SET CENTER AT 40" ABOVE FINISH SURFACE. �+ 12 a s � � •� � 90%COMPACTED SUB -GRADE. r + laaaaaa to y 19 60" 24" 5 � 40' 72" 42" " 18" g z am., ' ; � ; OA ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG Nl 7 4 t . i' a SPLATTER & GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL NTH (1) COAT ZINC C & CHROMATE PRIMER NTH (2) , A REFER TO DETAIL K, THIS SHEET FOR LEGENDS. . - - . - - - • m COATS RUSTOLEUM (COLOR TO BE BLACK). bQIE; 0 INSTALL CONTROL JOINTS 0 8`" O.C. MAX. SPACING AND AT ALL .r . 6 / B CONTRACTOR TO OBTAIN BUILDING PERMIT BEGINNING AND END OF CURB. • " 5 18 PRIOR TO CONSTRUCTION. A REFER TO DETAIL K THIS SHEET FOR LEGEND. B CONTRACTOR TO OBTAIN BUILDING PERMIT PRIOR TO CONSTRUCTION. PLAN VIEW i C DIA. ENCLOSURE GATE LEGEND & WIDE SWING GATE 9' WIDE DOUBLE SWING GATES CONCRETE MOW CURB LIGHT STANDARD o• SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. RVCo#tID I>%^ s I q-Zo-oce•KP� A A A A A A JLP/MPW 12/28/04 • AS SHOWN . CITY OF FONTANA, CALIFORNIA _win I 0328-4B DRAWN BY. SYCAMORE HILLS PARK SCALE: A TRACT #i 16495-2, L T 106 6 DESIGNED BY: � - - DATE 12/13/04 0 CHECKED BY: VED BY: DWG. NO.: 5 L-5 SCALE: SCALE: CITY ENGINEER R.C.E. 51152 P. DATE 1/05 3752 12 SCALE: SCALE: E G 5 OF 12 SHTS.