Loading...
HomeMy WebLinkAbout3029-11\ 1 SQ ple PROVIDE 45' ANGLEx3" LONG EACH SIDE + 53 REBAR HOOPS ® 12" O.C. 4x4„ FIELD iont1,2) HOOPS IN TOP COURSE VARIES — SEE PLAN0171 2 APART R. 1 N 4"x8" BAND » 10P. 2 22” (4)-6"x4"X16" 11 En = 16" SQ SLUMP BLOCK CAP W/ CROWNED = �•• :. ,, �• _ PILASTER COLORED MORTAR CAP N .... - ' " j r, 1 /2 R. (TYP.) SAND BEDDING PER MFG. SPECS. SLOPE TOP TO DRAIN '.•:•:" •^<l:Y;... ... ^ _,,.��:. :t ;�,, .,.ti�, '•,:.,,.' 1 COLOR TO MATCH BLOCK INTERLOCKING PAVERS 871 ' Y>ta�"'•F .'\.^r.,,: Y: t'.`• y�.a�. w.., J,: :'C <t it �'!.•��• w'.'�:•tit;'". v}.{;.:.• cn (4) #5 VERT. 1/2" R. 0 EDGE OF COLLAR 16"x6"x16" SLUMP BLOCK 6.� 1" ABOVE FIN. GRADE Y J (TYPICAL) WITH "SACK FINISH" ALL SIDES, 5 W.I. FENCE 6 4 3 2 6" U � PLAN VIEW „ PAINT OVER SACK FINISH WITH -- 12 WIDE CONC. COLLAR 3O ROLL BACK WHITE COLOR I=- 0 LOCATE WHERE SHOWN ON TO MATCH SIERRA LAKES THEME 6 w CONT DU PLAN EPTH) PER MFG.REBAR SPECS. WALL. GROUT ALL CELLS SOLID. CAP TOP VIEW O1 FINISH GRADE O5 CONCRETE PAVING TEXTURE TO 3 w 6'-4" BE MEDIUM BROOM FINISH UNLESS A.C. PAVING, FINISH GRADE O2 SUBBASE PER SOILS REPORT OTHERWISE INDICATED ON PLAN O1 FINISH GRADE:DOR RETAING WALL # 3 ® 12" O.C. U3 BASE MATERIAL & DEPTH © DEEPENED FOOTING, AS REQUIRED " PER SOILS REPORT O2 CONCRETE MOW STRIP_: • s I 32 MIN. VIA r//// dU Z_ • . .. LL LAP ® STEEL REINFORCING PER SOILS 0 #3 REBAR CONT.z .: • A. " �'L PORT. IF NONE IS INDICATED THEN CrCrw � ` INSTALL 6x6x10x10 W.W.M.CL 12" 4 ;::.¢.:...�, (OMIT IN AREAS UNDER 4WIDE).• ..;..`:� (4) #5 VERT. 3" CLR UNDISTURBED OR RECOMPACTED SUBGRADE PER STRUCTURAL NOTE: CONC. COLLAR 3'-4" SQ. e SOILS REPORT 12" IS OMITTED WHEN ADJACENT W/4– #4 E.W. AT BOT. TO CONC. CURB & GUTTER BASE MATERIAL & DEPTH COMPACTED SUBGRADE PER MFG. SPECIFICATIONS (95% REL. COMPACTION AND SOIL REPORT PER SOIL REPORT) 1 CONCRETE PAVING 2 CONCRETE MOW STRIP 3 ENHANCED PAVING W/ RIB �� BON 4 16 SQ. SLUMP STONE PILASTER NOTE: –ALL W.I. O SLUMP STONE PILASTER e @5/8- SQ. X 16 GAUGE TUBULAR STEEL FENCE PICKETS ® 10 COMPACT SUBGRADE PER SOIL REPORT. O2 ALL CONNECTIONS TO BE CONTINUOUS WELDED. 3 1/2 x 3 112 x 5/16 STRUCTURAL STEEL TUBE – WELD 4" O.C. MAX. PINCH TOP ENDS TO DECORATIVE POINT. REMOVE ALL SLAG do SPLATTER AND GRIND ALL11 CAP AND GRIND SMOOTH. A/C PAVING/ FINISH GRADE WELDS SMOOTH. ALL TUBING TO HAVE ENDS 0 2" SQ., 3/16" TUBULAR STEEL O1/2" DIA. GALV. STEEL STANLEY #1008 CANE BOLTS WELDED CLOSED. PAINSLUMP STONE 8 GATEFRAMET STEEL WITH (1) COAT O (4) 3"X3" HEAVY DUTY GATE BUTT HINGES ® EACH SIDE (MOUNT TO OUTSIDE OF GATE). 12 CONCRETE CURB– PER C.E. SHEETS ZINC CHROMATE PRIMER AND W/ (2) COATS "BLACK" PILASTER (LOCATED WELD TO POST AND GATE FRAME. SEE PLAN FOR SWINGING g 1 CU. FOOT CONCRETE. DRILL HOLES IN CONCRETE TO AS SHOWN ON g O W.I. FENCE –SEE DETAIL DIRECTION OF GATE. 13 HEAVY DUTY LOCKING LATCH ELECTRIC STATIC PAINT (PAINT TYPE PER CITY). PLANS 3'-4 ROUGH OPENING" 3 2" SQ. TUBULAR STEEL POST 4 ACCEPT CANE BOLTS IN LOWERED POSITION W/ STEEL O 2"x3" TUBULAR STEEL GATE FRAME 10 GA. SLEEVES. 14 POST FOOTING 3'-6" x 18" DIA. 2" SQ. 3/16" TUBULAR STEEL. 2 ® 5/8" X 16 GAUGE TUBULAR STEEL 0 2"SQ. DIAGONAL BRACE 10 GA. Q 3/4" GRAVEL, 6" DEEP, FOR DRAINAGE CONCRETE FOOTING, SET POST PRIOR TOP do BOTTOM DEC. CAP FENCE PICKETS ® 4" O.C. MAX. TO PILASTER CONSTRUCTION. RAILS DEC. CAP PINCH TOP ENDS TO DECORATIVE 13 2 " » POINTS. 1 5/8" SQ.x16 GA. J 6 E.Q. E.Q. TUBULAR STEEL 7 O5 HEAVY DUTY HINGES (TYP. OF 4) FENCE PICKETS ® 4" OPENING a 60 CONC. FOOTING 12" DIA. x — I MAX. PINCH TOP ENDS TO 24" DEEP 1 I DECORATIVE POINT o O7 HEAVY DUTY LATCH AND LOCKINGI I o MECHANISM I I I 3 ca 4 I I co 2" SQ. 3/16" 80 2-1/2" x 2" TUBULAR STEEL I I TUBULAR STEEL q 1 11 1 11 11 111POST.ATTACH W/ 1/2" X 5" LAG FENCE POST O 5 BOLTS AND LEAD SHIELDS ® 18" 8'-0" O.C. MAX. O.C. 4 I I I I GRAD Flc� 9 SLUMP STONE PILASTER `�',DE 0 I I I 7 » ICD LL FG FS 2" r' _ y i .4", v"'�.: rl. ;�: ;rtf i.ti.•.� .`_, *: Y :•2» N ~� I I N y UNDISTURBED OR 'j ' N N G. !!' RECOMPACTED �. .11 SUBGRADE ar42 CONC. FOOTING 12" DIA. 12" DIA. •' ! 4 i - • T cn :. 6 5 4 I 10 11 7 12 i•7 in 12 .. 14 8 DIA. 180 �L DIA. S W.I. FENCE 6 W.I. GATE 7 W.I. VEHICULAR GATE 0 3" DIA. TUBULAR STEEL POST. 1 2 FILL CENTER W/ CONCRETE SOLID 5 m O 1/2- DIA. x 3" LONG EYE BOLT U LL_ o O3 CONC. FOOTING 12" M v O4 CONC. CURBTYP• 3 2 4 ` 4 NOTE: All I 0 ROLLER COASTER BIKE RACK, GALVANIZED FINISH FLANGES FOR MOUNTING, :.•I ( MODEL #1602-09, AS MADE BY PW ATHLETIC CO. AVAILABLE THROUGH MIRACLE 1 I . RECREATION EQUIPMENT CO., (800) 264-7225. 4111 20 12" WIDE X 6" THICK X 12" WIDER THAN RACK (BOTHSIDES) CONCRETE RIBBON ` %DSC4 lclq T,M a \ au �Po(yf 0 % COMPACTED SUBGRADE I..4. 4 (4) 3/8" DIA. BOLTS W LEAD SHIELDS. • 3 Q5 UNIT PAVERS PAVING 4 F OF Qp,�\�O •.I INOTE: CUT EXCESS BOLT THREADS AND SMASH THREADS. • CITY OF FONTANA L — LANDSCAPE PLANS 12" DIA' Bmww V. SOCCER PARK SCMD AS SHOWN �'"' CO RUCTIO AILS I"�' 9/14/01 8 GATE ANCHOR POST 9 BIKE RACK rn ,,� .. �►�' �'� 11 S I T e 1 c A P e I Landscape Architecture and Planning 19762 MacArthur Blvd., Ste. 130 Irvine, CA. 92612 Richard Polhomus, License CA—#2782 (949) 644-9370 (949) 476-1432 FAX DVM CHK DATE 1/14/02 JOB # 01-017 C=6 H C rT� �^ v 1 ^W H H 00 O Q O Z 3 � C ct O z WO • ,—, 00 C1 U ^w O ��- r .. 4 DVM CHK DATE 1/14/02 JOB # 01-017 C=6 H C rT� Z ^W H H Z O Q O Z 3 � O z 0 U DVM CHK DATE 1/14/02 JOB # 01-017 C=6 of 39