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HomeMy WebLinkAbout3377-10J I T IE $ C A P IEJ Landscape Architecture and Planning 3195-B Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—IF2782 (949) 644-9370 (714) 210-3140 FAX .9� aw Oum .� 00 • �--, . �a13� Lu f- �w 0 > <C <L CL • --t . Fsso O a H � JOB 00-018 m 5 Of X48 Cu 1 PIP CAP DETAIL W 0000 r - � �-6 Cd a � l O ® 40 . r., 6 4"x4' FIELD 18" U VARIES - SEE PLAN 2 TYP 1 R A 7: 1 2 3 4„ 4 7 1 ARIES N �,c 4"x8" BAND 5 r VARIES SEE GRADING P N OPOURED-IN-PLACE CONC. FIN. GR. v' L,- I WALL SAND BEDDING PER MFG. SPECS. I to • STANDARD CONCRETE W/SANDBLAST FINISH. ... r :^:-:Y.. .•— :.r.• ; a;_ ; .... ::A_.r t: INTERLOCKING PAVERS .... a :. CONC. FOOTING 6 •'2 •s. .:u: ':t O 1/2' R. a EDGE OF COLLAR " 33 WATERPROOF WHEN RETAINING 117 W 6 ' • � z S O12" SQ. GRAVEL SUMP 6» 7 4 3 2 v= PATTERN PLAN VIEW 9• WIDE CONC, COLLAR I a I Q ° (CONTINUOUS) W/ 3" W LOCATE WHERE SHOWN ON Uw 1 > w PERFORATED PIPE WRAPPED W/ Cr PLAN W/ C2) #3 REBAR 6 4 .I d.' FILTER FABRIC WHEN WALL IS �a CONT DEPTH PER MFG. SPECS. I': 3 I• ° .. OVER 24" TALL & RETAINING. 1 FINISH GRADE t2 SUBBASE PER SOILS REPORT /"--'CONCRETE SCORE JOINTS "DECORATIVE BANDS SEE PLAN FOR WIDTH & LOCATION A.C. PAVING, FINISH GRADE OR RETAING WALL �1 CONCRETE PAVING SEE DETAIL 1 , 3 WHEELCHAIR STOP I vl.•. f o °d ISTRUCTURAL 5 4 I' ' • L °°oo °°o°° 'OI' 5 STEEL REINFORCEMENT PER ENGINEER. 6�PAINTED REVEAL 3 BASE MATERIAL & DEPTH 6 CONCRETE PAVING TEXTURE TO ;, :.• ..;^;;;:,.r,'.'r.:.<• .• '.' '•: t ''";' „ ` ii"' ::':'�T''�`' =�-� ``_°'' wv. ``' r.'.., -' Z SHT L- PROVIDE DEEPENED FOOTING WHEN ADJACENT TO PLAY 4 AGGREGATE SUB BASE PER MFG. Q °'�` o° o°° L. 4 FIN. SUR. °o°°voo° or FIN. GR. �� " 6 �FLAT BAR SKATEBLOCK 0.75 PER SOILS REPORT BE MEDIUM BROOM FINISH UNLESS v o ti z SURFACE SPECS. ° ° ° ° ° ° I : a' : ( MIN.LJ BEVEL CORNER IN BRONZE, OTHERWISE INDICATED ON PLAN W r'a� e _ BY MODEL "F8GE 4 STEEL REINFORCING PER SOILS 11�REPORT. Q DEEPENED FOOTING, AS REQUIREDEl - ' � 2 TOT TURF POURED -IN-PLACE O 5 FINISH GRADE � _ — ._ — —, _ - ' • � i i•' PER RAVENSFORGE SKATEBOARD S IF NONE IS INDICATED RUBBER SURFACE. INSTALL PER ° STRUCT. SOLUTIONS (888} 743-3490. THEN INSTALL #3 REBAR C� 1-4=71 MFG. SPECIFICATIONS. FINISH SUBBASE PER SOILS REPORT ° L-.4-: 4 tea- ENG. LOCATE ®3' O.C. ON 18" O.C. (BOTHWAYS) SURFACE OF PLAYSAFE TO BE HARDSURFACE FACING SIDE (OMIT IN AREAS UNDER 4' WIDE) NOTE CONC. COLLAR FLUSH WITH FINISH SURFACE OF 7 CONCRETE MOW STRIP. SEE AS REQUIRED. —y" IS OMITTED WHEN ADJACENT ADJOINING CONCRETE PAVING. DETAIL 12 IN THIS SHEET. TO CNC. CURB & GUTTER BASE MATERIAL & DEPTH — COMPACTED SUBGRADE NOTE: PER STIR. ENG. 2 PER MFG. SPECIFICATIONS AND SOIL REPORT (95% REL. COMPACTION SEE COLORS IN SHEET C-3 PER SOIL REPORT) 1 CONCRETE PAVING 2 ENHANCED PAVING 3 TOT LOT EDGE a, FINISH GRADE & SURFACE(SECTION) 4 18" WIDE P.I.P. CONCRETE WALL U1 PRECAST COLUMN CAP # CC -H-24 BY CALIFORNIA le 16" SQ. I NOTE: -ALL W.I. NOTE: 24" PRECAST STONE, INC. (619) SQ. 443-3863. COLOR TO BE PROVIDE 45' ANGLEx3" LONG EACH SIDE 3 REBAR HOOPS ® 12" O.C. ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL NATURAL. 10" 2) HOOPS IN TOP COURSE WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDS SMOOTH. ALL TUBING TO HAVE ENDS BLOCK PILASTER SPLITFACE BLOCK 4 2 APART WELDED CLOSED. PAINT STEEL WITH (1) COAT SLUMP STONE PILASTER WELDED CLOSED. PAINT STEEL WITH (1) COAT 08x8x16 ZINC CHROMATE PRIMER AND Wj COATS "BLACK" LOCATED AS SHOWN ON -BLACK- (LOCATED AS SHOWN ON SCORE SPLIT -1 -SIDE, 1 -END (2) ( ZINC CHROMATE PRIMER AND W/ (2) COATS BLACK PLANS. SEE DETAIL 6, BY ANGELUS BLOCK. ELECTRIC STATIC PAINT (PAINT TYPE PER CITY). PLANS } (PAINT TYPE PER CITY). SHT. C-5 03 CONCRETE FOOTING 10" 1 4 3 REBAR VERT. & O EACH CORNER 22" 16" SQ 4 PILAST (4)-6"x4"x16" � ^ a SLUMP BLOCK CAP W/ CROWNED N � COLORED MORTAR CAP cv `� 2" SQ. 3 16" j TUBULAR STEEL. TOP & BOTTOM METAL C - � '� 2 SQ. 12 GA TUBULAR STEEL. METAL CAP 2 1�54 I' REBAR WRAP C TOP & BOTTOM SLOPE TOP TO DRAIN COLOR TO MATCH BLOCK RAILS TOP & BOTTOM RAILS I: 6 " 6" BRICK LYTE PER LIGHTING __ CONSULTANT CONTRACTOR (4) #5 VERT. 5/8" SQ.x16 GA. TUBULAR STEEL 5/8" SQ.x16 GA. TUBULAR STEEL 0 g , . TO PROVIDE 11OV POWER FENCE PICKETS FENCE PICKETS I SUPPLY TO EACH LOCATION " " " 16 x6"x16 SLUMP 0 4 OPENING 0 4" OPENING I.. _rt Q EXPANSION JOINT "BLOCK WITH PAINT OVER SACK FINISH" FINISH"ALL IDY�V TH IL 7 W.I. FENCE MAX. PINCH TOP MAX. PINCH TOP I L-AROLL BACK WHITE COLOR ENDS AT DECORATIVE POINT o ENDS TO DECORATIVE POINT TO MATCH SIERRA LAKES THEME I 6'-0" 4 .�...: • :�i5el WALL. GROUT ALL CELLS SOLID. CAP T O P VIEW 2" SQ. 3%16" to • TUBULAR STEEL TUBULAR STEEL FIN. SUR. ' A FIN. SUR. 6'-4" FENCE POST FENCE POST W/ :. :I 8'-0" O.C. MAX. DECORATIVE CAP 9" -JIM':' •rte # 3 0 12" O.C.H FINISH rlNls» GRADE 8'-0" O.C.MAX. �g FINISH GRADE GRADE 6 �..�_ ..::. r' 6 1 " ABOVE F.G. 32" MIN. • ..((j• .. 4 LAP '` - ;• ,, III • : • �- . 4 I�-n7 • .:. . I,. • n '� ' • , it . ',L TrTT %SUBGRADE -'� 1:4�.: CONC. '�a UNDISTURBED OR .. -�,-: 1jr .. n _ ' ' ''I•• UNDISTURBED '•� �• MOWSTRIP ' �';'••• RECOMPACTED -�,:.--..•- :,, (4) #5 VERT. OR :y .� ..• • r ! r 3 " CONC. FOOTING RECOMPACTED " 3" CLR UNDISTURBED OR RECOMPACTED 12 DIA. SUBGRADE 12 DIA. SUBGRADE PER STRUCTURAL 3'-4" SQ. SOILS REPORT 30" SQ. W/4- #4 E.W. AT BOT. S 24" PILASTER SLUMP STONE PILASTER 7 W.I. FENCE S W.I. FENCE WITH MOW STRIP 10 2" SQ TUBULAR STEEL GATE NOTE: FRAME O W.I. FENCE - SEE DETAIL ALL CONNECTIONS TO BE CONTINUOUS NOTE: WELDED. REMOVE ALL SLAG & O3 2" SQ. TUBULAR STEEL POST 2 ALL CONNECTIONS TO BE CONTINUOUS WELDED. SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS W/DECORATIVE CAP " 3 3 RAD. C CORNERS REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH ® 5/8" X 16 GAUGE TUBULAR STEEL TYPICAL 1/2" R. (TYP.) WELDED CLOSED. PAINT STEEL WITH (1) COAT (1) COAT ZINC CHROMATE PRIMER FENCE PICKETS O 4" O.C. MAX. 1 ZINC CHROMATE PRIMER AND W/ (2) COATS "BLACK" AND W/ (2) COATS "BLACK- (PAINT PINCH TOP ENDS TO DECORATIVE (PAINT TYPE PER CITY). 8 10 2" SQ TUBU EEL GATE FRAME TYPE PER CITY). 8 POINTS �5 HEAVY DUTY HINGES (TOTAL OF 4) N- a 1" ABOVE FIN. GRADE 9 O 2 W.I. FE - SEE DETAIL 8'-0" ©GONG. FOOTING 12" DIA. x �._ 00 6" MIN. 3'-4 ROUGH OPENING" 3 ® 2" TUBULAR STEEL POST 9 24" DEEP CORATIVE CAP 3_ #D82PD F87 INSTITUTION 1 1 co 6„ 2LOCK, 5/8" X 16 GAUGE TUBULAR STEEL LEVER RHODES -625 2BY SCHLAGE OR SIMILAR r� 3 DEC. CAP 6 " FENCE PICKETS 0 4" O.C. MAX. PINCH TOP ENDS TO DECORATIVE POINTS. METAL CAP 8G 2-1/2" x 2" TUBULAR STEEL 6" POST.ATTACH W/ 1/2" X 5" LAG 8 5 8 6 12" co � FINISH GRADE 7 a �5 HEAVY DUTY HINGES (TOTAL OF 4) Z ���1ccc BOLTS AND LEAD SHIELDS 0 18" O.C. F.G. 1» c� 2 " �2 CONCRETE MOW STRIP 1 IJ6 CONC. FOOTING 12" DIA x9Q SLUMP STONE PILASTER, WHERE IT OCCURS AT THIS LOCATION. A d E' 4 $ • - #3 REBAR CONT. 24" DEEP 1 44' e° ° ATTACH 2" SQ. POST TO 4 a O HEAVY DUTY LATCH AND LOCKING PILASTER W/ (4) 1/2- DIA. LAG ° 11111 4 MECHANISM 4 I BOLTS IN BED SHIELD. N ° - @2-1/2" x 2" TUBULAR STEEL @ CRANE BOLT. 5 5 POST.ATTACH W/ 1/2- X 5" LAG LEAD SHIELDS ® 18" 5 LOCK TAB12" BOLTS AND O.G. 4 DIA. 6„ 9� BLOCK PILASTER 11 6" 1 1/2" DIA. TUBULAR STEEL POST C 6' O.C. MAX. ® W.I. FENCE BEYOND 12 MOW STRIP FG FS .'..t, FG/FS ' d 2 1 l(2" DIA. TUBULAR STEEL HANDRAIL. PAINT WITH (1 COAT 8 2" H.x6" W. CONCRETE CURB (CONT.) 4 2" OF PRIMER & (2) COATS OF ENAMEL. COLOR PER OWNER PROVIDE 1/2"R 0 ALL CORNERS & EDGES . = N d * C GRIND SMOOTH ALL WELDS AND CORNERS _ (4� CONCRETE FOOTING -; .�.•. TT •'1 2" DIA. TUBULAR STEEL SLEEVE -FILL WITH POR -ROCK AFTER SETTING HANDRAIL SC47�9 �` CITY OF F O N T A N A 120 DIA, CONCRETE RAMP PAVING �p1iD 4 10 LANDSCAPE PLANS 2782 lip, IA NOTE: SLOPE TOP OF HANDRAIL PARALLEL TO FINISH SURFACE , mvN By, SCALE= PATRICIA A. MAS i.O PARK AS SHOWN MuTm � 0 —Cif' DESu#IED DY• I'llL2 DATE, 2/15/03 9 W. 1. GATE 1 O DOUBLE W.I. GATE 11 RAMP HANDRAIL 9TF Or .1. Wo ° B" ���- � Nil, 1 o �WX. 3377 �, E 48 J I T IE $ C A P IEJ Landscape Architecture and Planning 3195-B Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA—IF2782 (949) 644-9370 (714) 210-3140 FAX .9� aw Oum .� 00 • �--, . �a13� Lu f- �w 0 > <C <L CL • --t . Fsso O a Ilooss-4 H z p W looss Z z 0 O V H Z V 0 L ' z 0 u DWN H � JOB 00-018 m 5 Of X48 Cu W 0000 r - � �o Cd a � l Is.4 ® 40 . r., 00 C13 U W A 7: M"--4 Q 4 c �,c Ilooss-4 H z p W looss Z z 0 O V H Z V 0 L ' z 0 u DWN CHK DATE 01/20/03 JOB 00-018 m 5 Of X48