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HomeMy WebLinkAbout5883REF-9N m O W I +o O N j A n D y N w m I a v T o sa 1 2 s" Y4" R. (TYP.) a , S FLUSH 5 (TYP.) 2, a w Z .a.' ..• J[L a "R MAN =R i a . 44 . (TYP.) s °; ' : ,'. 1 1/2 R w 00 •" .. (TYP.) ....... .. ..... ..9 CV ae a. d F.G. F.G. • ` ._ W aY Q ... .: o .n :. - Q00 af CN g 4 RAMP a. �:... • :4 v ® a. 6 F.G. < w G • , ',.'A d ..• '� . , .. a ' e O CONCRETE PAVING SEE DETAIL 1, O3 AGGREGATE SUB BASE PER MFG. 10 CONCRETE GRADE BEAM O SHEET L-6, PROVIDE DEEPENED SPECS. 6 FOOTING WHEN ADJACENT TO PLAY 3 z (2) #3 REBAR —CONTINUOUS 2 SURFACE ® CONCRETE BAND W/ 8 O ®TOP &BOTTOM O(/ #3 REBAR CANT. PROVIDE O 3O BASE COMPACT PER SOILS REPORT 2 POURED —IN —PLACE RUBBER 1 4" RADIUS ®ALL EDGES 3 SURFACE. INSTALL PER MFG. O SYNTHETIC TURF O1 POURED —IN —PLACE SPECIFICATIONS. FINISH SURFACE SEE DETAIL 5, SHEET L-8 CONCRETE BENCH O OF PLAY SURFACE TO BE FLUSH WITH FINISH SURFACE OF O SUBBASE PER SOILS REPORT ADJOINING CONCRETE PAVING. O #4 REBAR CONT SEE DETAIL FOR INFORMATION. TOP & BOTTOM O3 COMPACTED SUBGRADE O TOT LOT SURFACE / EDGE CONDITION 2 CONCRETE SEPARATION BA O ND &MOW CURB 3 AMPHITHEATER GRADE BEAM O 24" 4" 1. 4" 16" PRfiHZUP7 p, plCyp 1NECN7 21,lm s. lmstO�xK DCF1NAFtNettakl0.hx. _ — — — — — — — — TTTT "R (TYP) —_. CONCRETE CpLOR CONCRETE TEXTURE ..._� mricnzsd S7gnsFuDate -- — — — — — — —. _ — — _ _ — U 0 a;atsawusw.. "�.ewasa�agmu�r �vr ..w:rwNroaeyv. .MW.HILLP3 IFeNCfiSv'aY tl bIXPfi vfim bID LwueA. 1 "R—BULLNOSE QUANTITY: 6 u M wK O °''�" R—BULLNOSE ya"R—BULLNOS "�' SWERSTANDARDSEALER4200 �� 1 CONCRETE PAVING — 4" THICK " 1 "R—BULLNOSE -- _ O O 1 E— EXL RNOC6 FINISHED Wi FACk: 8 z O2 #3 REBAR GRID ®24" O.C. 3' 6" — — — — — — — — — — — — —. _ _ N Irisrnw3�aMwr+�awREoavornEnS. s7 n/t� — — — — — — — — — — — — — — >u :'R S7o6EE&9EP - I O 6"x 6" CONCRETE CURB W/ Y2" _ _ 58 v, FS FG inr�uFac7u�c7cxF�wickx,re�. AYdCNiWiWG f1GRI0J••HYOYHLG9 `'L I/P Li5'R of 2 N "" z FLUSH F G ®#4x 8" REBAR DOWEL ®24" O.C. 3 1 u.. io O TOT LOT SECTION m �Z,f,a„6 —� N a� SEE DETAIL 1, SHEET L-8 w 5 (:e%I�;IL6 — WSW Q mx uRxc 1 , llRUJI 9 6a14e) 2 3/4' e15'-0' Q (n :� ::.� Q ., • nroF° a z u m. PLAN VIEW a1Y-a• : I� 6 5�� op � ems S, _ '�t 4 (armun) m+ m/+• 6" i' �r1 4 Ve !. " ., �... e • • �• • • N 2•.1T_ —1- - �5� d. Z_ PTO I d 6 d' $IDE VIEN! ELEVATION: VIEW Q e m ; •:1.. N .. tLij o �� 2 . 1 6" CONCRETE COLLAR W 2 - a 8 6 O /O #4 REBAR CONT.O °' ,r _ 4" 7 8 +'mcA ° ' O SYNTHETIC TURF . INSTALL PER MFG. SPECS. 12 29 KEY 16" 8 rums m 4 6" 10" rs ® COMPACTED CLASS II AGREGATE BASE AT 95% - - Biro" lit COMPACTION, DEPTH PER MFG. SPECS. O CUSTOM PRECAST BENCH BY QCP O ARTIFICIAL TURF O CONCRETE FOOTING IS INSTALLED SINGLY OR IN A CONNECTED GROUP O CONTA T aammas pil.anO O TACK BOARD — 2 1/2" WIDE x 4" MIN. DEEP avt,.sroe. a-%�roolN� saI ���N - ATTACH TO CONCRETE COLLAR AS REQUIRED F 3. SEE O TOT LOT SURFACE C QCP B° 5 PLAN FOR LOCATIONS (866) 703-3434 SECTION VIEW BOTTOM VIWj O2 CUSTOM INSET LOGO TO BE O6 SAND PLAY AREA PROVIDED. PROVIDE ON EACH END �- OF BENCH O SAND AREA CONCRETE COLLAR is V4,wa 1 I' ' O #4 REBAR DOWEL FOR SEE DETAIL 6, SHEET L-8 � &M, CONSTRUCTION PLAN 2is2,s 2 ,asses, ¢ ANCHORING. LOCATION BY QCP. SECURE PER QCP SPECS. aaa'gar: > a : cASIOIuVINEYARDS PAa Gei `i' 4O PRECAST CURVED BENCH @ TOT LOT 5 SYNTHETIC TURF PARK 6 TOT LOT RAMP ENDED o @ (SECTION) O 0'-8" ro O 1/2" MINIMUM RESILIENT © #4x12" LONG REBAR DOWEL OR PIN 9' ±24' VARIES R SURFACING WEARING COURSE 24" 0. . ® D.C. 8 O CMU RETAINING/PLANTER WALL F.S. O POURED THICKNESS PER A MANUFACTURERS AND SEE DETAIL 7, SHEET L-5 FRONT ELEVATION SAFETY GUIDELINE SPECIFICATIONS & O PERIMETER WALL BY OTHERS EQUIPMENT DESIGN 2 1 O 95% COMPACTED SUB —GRADE —PER GEOTECHNICAL RECOMMENDATION O MIN. 4" THICK CONCRETE BASE PER 7 27 2 5 MANUFACTURERS SPECIFICATIONS P 5 REINFORCING BOTH WAYS PER " 0° O STRUCTURAL ENGINEER f F.S. 4 a a F. I E e A iV A G 2"x2" " n — — -- „ KEY 2 x2 6 6 1 4 „KEY 4„ 2 e Z 2 .. • 4/ • N g .�— d 4 7 3 •Z' 2'-8" ,. ,,_ 4 i ,;. 9` ✓. O1 (3) 8X2X16 PRECISION WALL CAP 17 n' ' ' ' • — .a 5 .i 9 ,. 1 2 ©COMPACTED SUBGRADE 1 ;.: "� :.1 RIEF f OCONCRETE PAVING. SEE DETAIL 1, SHEET L-5 ~' ' . 3 N • ' is O3 #3 REBAR CONT. ®24" O.C. BENDS IN FOOTING O PERFORATED DRA NEA GRAVEL IN NEUW WRAPPS WITH ED " 4 r- i f 3 TOP OF SLOPED SURFACE ENLARGEMENT CAA LEFT 0#4 REBAR CONT. AT TOP, MIDDLE & BOTTOM WITH FILTER FABRIC. CONNECT : ' • ' o DRAINLINE TO CIVIL ENGINEER'S ; p . . 6 O STAGE WALL TO BE 12X8X16 CMU DRAIN SYSTEM CONSTRUCTION, GROUT FILL ALL CELL SOLID. 17 3 jJ TOE OF SLOPED SURFACE START BLOCK UNDER CAP AND PROVIDE ® CONCRETE FOOTING t0 ENLARGEMENT ® LEFT STACK BOND PATTERN. TOE OF SLOPED SURFACE TOP OF SLOPED SURFACE CITY OF FONTANA Cali Underground Service Alert ENLARGEMENT ENLARGEMENT PA-3 PARK SIZE LANDSCAPE PLANS (CFD) at least 2 days DAWN BY. SCAM before you dig DESIGNED GABION RANCH AS AS SHOWN DAM CONSTRUCTION DETAILS KnowCa you 7 AMPHITHEATER STAGE O TOT LOT SLOPE (SECTION) I 2 I before you dig, qgp® BY, gym BY, sATr, xxx 21 s I T E s G A P E s Landscape Architecture and Planning 3190 62 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—#2782 (949) 644-9370 (714) 210-3140 FAX �QzU LU 7 -- �-+ @ O a Qj Ooo � w z � N O Q cct I-ti O U O � O � U O Z o U Z a Z � C 0 60 �ANDSI;gPf hrtQ'pV M POC ya q9C PC LSPC-19000018 DATE 4/ 12/ 19 JOB # 18-025 L 8 9 OF 21