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HomeMy WebLinkAbout3794-3 61-0" 6'-D"• SEE PLANS FOR MEDIAN WIDTH-..-►• 116."/°.°1c, lb NOTE:0 00 5 le" q. WHERE CURB ELEVATIONS O D O TO LOW CUR®, �� I VARY INSTALL TO DRAIN ' • �� 0 O 0 /4 0 / / 0 0SEE DETAIL A 16 l --- t _ 1. ---,,Cr 4, a , 3""�" _�_ •,.". B .♦ r 414 . C VW 0 B - 2."' -""•44kr '. • 4"•>:. I ( ����w���i�����v�v�v e����,�������se�4Nie 1'CONCRETE GAP BETWEEN 1 j b . ,-.I...>.i: rgroorzo.ozor.409.40y40 ' I NI1Pko 1 . ` ` ,'`;10,,•e•0.•,,,,�,�i�"♦ //1•`•e• ROCK AND BACK OF CURB YSVI�TROOK H REQUIRFULL ED 2 EXPOSCONCRETE URE ABOVE TC. ' ‘ ::::..:::,....... b WIRE BRUSH FINISH JOINTS BETWEEN ROCKS, . F i +W7�P • Ir/ b ( / =Men»y t,411 ' `•o '�w �M� n& e"MIN.PEA GRAVEL CONCRETE BED D SIGN GROUP 17; ROCK F1EI0HT '�� 2.3"ABOVE TC .:.i ,,. Q 1. 1/2"RADIUS AT ALL EDGES. �''' : :,, �. ' ' �r w►�',.�'��I"' NOTT TO SCA E L A N D S C A P E _. ® f 0 •`�,�• I' ( 4%,% ` Vel,��/`��` FOR ILLUSTRATIVE PURPOSES ONLY `�"' NI1;..- AWA* LEGEND: (E) NATURAL COLOR CONCRETE PAVING. SEE BELOW FOR FINISH TREATMENT. - y .s. �•• ARCHITECTURE 'k--•- %. ; � �� ' %%�� % _._.......,.._.._ .._. I MIN.COMPACTED suaGRADE OR 0 \ %\ 7/'i �, ' ~ L _ _ _ - ! - _ - - _i 1. POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH. (' ) COMPACT EARTH TO 90%RELATIVE COMPACTION UNDER PAVEMENT. SITE P L A N N I N G MAO Q I 2. N3 REBAR CONTINUOUS SET VP MID-DEPTH. 1. ROCK srz>?s, UNLESS OTHERWISE SPECIFIED, SHALL BE: 10221-A Trademark Street 1EOEIMQ 0 8 0 0 © � ��`t NOTE COBBLESTONES MAX.12"TO MIN.6"WTIHONE'IDEFLAT. Rancho Cucamonga, CA 91730 3. 12 RADIUS(TYPICAL). 2. 2"-3"MIN.EaCPOSURB OF ROCKABOVBTOPOFCCIRB. Tel (909) 484 2800 ELE - ..,.► V`'' SECTION B CONTRACTOR SHALL POUR AND FINISH A 2X2'SQUARE SAMPLE OF EACH TYPE OF FINISH 3, A SAMPLE AREA, MIN.10 SQ.FT.SHALL BE APPROVEHD BY 4. FINISH GRADE. FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LAND.ARCH. THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE Fax (909) 484-2802 1 217'SQ.12 GA.TUBULAR STEEL GATE FRAME w/CORNERS MITERED,WELDED I GROUND SMOOTH. 4 ♦ I , • REMAINING ROCK WORK. • """•a Richard Krumwlede ���► 5. 90°h COMPACTED SUB-GRADE. 4, FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED y 04 Lic.#2834 2 SQ.111 GA.TUBULAR STEEL FENCE PICKETS N 4"O.C.MAX.TYPICAL (4"CLI.MAX.OPENING LEGEND: L"� BY THE CITY POSITION A2 Llc.90114115 ALLOWED BY CODE). 5. ROCKS SI3ALLL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE NV Lie.# 1. 11"SQ.PRE-CAST COLUMN BLOCK CAP. MODEL 0PC•9,AVAILABLE THROUGH DISFIGURATIONS AND IRON CONTI�I I AS APPROVEID BY'THE CPl Y INSPEICTOR TX.Lla NOTES: 1. MEDIUM BROOM .y°""°°°' 3 3"so.12 OA.TUBULAR STEEL POST SET IN 24"DEEP X 12"SQ.CONCRETE FOOTING. CONCRETE SOLID EMPIRE PRECAST,(906)600-1690. NOTE: Ill 6, CONCRETE SHALL BE CLASS 520 D 2500 4INCH SLUMP CONCRETE POST VOID. .WALL TO BE PROT17II CONSTRUCTION INSTALL CONTROL JOINTS C•81-0"O.C. MAX.SPACING,AT ALL END FINISH NAT.COLOR 7. WIRE BRUSH ALL JOINTS APIEK THE INSTALLATION OF THE ROCKS. EA(� 4 36"DEEP X 12"SQ.CONCRETE FOOTING. FOOTING SHALL ACHIEVE 2500 PSI t END OF 2$DAYS.CROWN 2. 16 x 6 X 16 SPLIT-FACE COLUMN BLOCK COLOR TO BE ANGELUS"SANDSTONE". TECHNIQUE(E CALLS OF CURB RETURNS,AND AT CHANGES IN DIRECTION• TOP 1"AS SHOWN TO DRAIN. 3, FINISH GRADE, PROVIDED BY MANUFACTURER). CONCRETE,RUN 8. AFTER CONCRETE MORTAR HAS SET, HYDRO BLAST AS CO PERPENDICULAR TO BY THE CITY INSPECTOR. BRUSH ROCKS TO REMOVE CEMENT COATING. 411 9. WHERE ROCK BORDERS PLANTER/TURF AREA, PLACE 2"CONCRETE EDGE r 0 8 C A P EDGE OF CONC./PATH .,N F 4 5 SELF-CLOSING HINGE ASSEMBLY. WELD HEAVY DUTY 6"X3"NON-REMOVEABLE PIN HINGE TO GATE 4. PROPOSED CONCRETE FOOTING PER STRUCTURAL ENGINEER'S REPORT. BETWEEN BACK OF ROCK AND PLANTER/TURF AREA. OF TRAVEL. 10. WHERE ROCK BORDERS PLANTS PFURF AREA PROVIDE 18"BOND OF ' In Iv/0- 9 FRAME AND 3X3 POST. 5. ADJACENT TUBULAR STEEL FENCE PER DETAIL H.THIS SHEET. - WALK oN COBBLE, 192"MIN.EXPOSURs L------ • Oo +^t 6 DECOMPOSED GRANITE FINISH SURFACE. CENTER FENCE ON PILASTER. 2. DEEP SCORE 1/47,,, '� a ,4 JOINTS;SEE CONST. V W n 7 TUBULAR STEEL VIEW FENCE PER DETAIL}THIS SHEET. 6. 3N"GALVANIZED LAG BOLTS IND MASONRY ANCHOR(2 PER POST). PLAN FOR LAYOUT, .4 ��: ► -1 , OITY OF FONTANA n 8 SELF CLOSING LATCH w/LOCK 7. 90% COMPACTED SUBGRADE. 3. EDQE OF PAVING. y ''' Lila: 9 sir DIAMETER CANE BOLT W/3/4"DIAMETER PIPE SLEEVE.MOUNT TO OUTSIDE OF GATE. ntb =Arse Owl` TYP.ROCK TREATMENT * I (-T�Da 6 REFER TO P R OTCJ I I DETAILS SIP.twat A ININ.Y: TIMOTHY RASTEDT .:. 1` ' ! , .` OATS OF LAST REVISION: 5.14-01 gm"pu 1IM. 116 SHT,icci 'IPF p4 ALL CONNECTIONS TO SE CONTINUOUS WELDED. REMOVE ALL SLAG i SPUTTER AND GRIM ALL WELDS � Q F C t►r,�F SMOOTH. ALL TUNING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH ii1 COAT ZINC CHROMATE PRIMER ATTACHED TO BACK O PACKAGE , AND WITH(2)COATS RUSTOLEUM(COLOR PER CITY-AUTHORIZED REPR48EN1�AT)VE). Fl F I I 1 (.,LIEN T N RETE MOWSTRIPCONC.DWALKWAY COBBLE STONE � �� � � TUBULAR STEEL ACCESS GATE 16" SQ. SPLIT-FACE PILASTER COC MED. BROOM FINISH AN.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: • MICK OINN011110N r K 2" row POST z S UNN'ITLY LUQ WAN N1E DIIM OF TOP .� ON *MOM RJAIL. .4.�� oo © 0 © v 1 lir E" so ANNA N*N]BT40111111110110.\ F)2 NI DETAIL or (1° U.- ....... x IlA� "" .) c...)a 5�litair I O�ASINEMILY O M I -J g WATERPROOF EXPANSION JOINT COLD JOINT O O we - .„.1 0 © O 0 0 mum iii 1 FINISH GRADE/ADJACENT PUNTING AREA. "'IN-N" Q mallesli `: 2 2"X 4"REDWOOD HEADER. iSOA POET ..,00 40 u "' � (DWI*.Nil.• Utile, !"ON�11AN111�✓It ISIM s INACKRT ATTR IT OCTAL Lu tz f;. / I, (, . ' `` 3 1"X 4"REDWOOD STAKE,18'DEEP,AT V-0"0.C,ALWAYS PLACED ON 1 1 X IMA. 0 11111 1 1111+• .;.• . .• .%.4,..,4,, 0 ©�`i ``�`�`r SHRUB NDE, ` S .p • © `/ 4 3"THICK LAYER OF STABILIZED DECOMPOSED GRANITE(TAN COLOR AVAILABLE ,.`.�"••.•-••••� ......................\ W �j FROM LOCAL QUARRY).INSTALL IN THREE 1"EQUAL LIFTS AND COMPACT, 4■ i•LJ*dd�� EXPANSION JOINT SCORE JOINT , ( 2.• 'tee i ' .i ® 5 COMPACTED NATIVE SUB-GRADE. iMOM IMMO LEGEND: _ ` 44" CIDA NND Z • . 8%■ TIM& +*•- M . ,r : • d 1. CONCRETE PAVING. I. Milt f. i Y 8 i 2. 1,2"TOOLED RADIUS. DECOMPOSED GRANITE 1 ��OWED 4 6 if of. N>oA�rci \a, `° 3. WATERPROOF SEALANT,COLOR TO MATCH PAVING. t f ON1111N111Zm}I K SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. BAIZE YA'IEAIM. 'P 4. 1/4"POLY FOAM EXPANSION JOINT w/TEAR-AWAY LMhN litarQ0A7BI0i I+-- ` TOP,SEE SPECS. 6�T DIP 9llAL' eizaz} - 5. COMPACTED SUB-GRADE PER SOILS REPORT. .. - B Ile.INS NM I GI 3t4" AEGIS PUS PILI. ,, ''. Ur 11*ESVO ��„ M.1... i MILH E;;TITITI E- CONCRETE JOINTS D.G. MAINT. ACCESS ROADGO TUBULAR STEEL FENCE 0 . , SCALE: N.T.S. (03 SCALE: N.T.S. SCALE: N.T.S. Cl) F- LU • . . . 0 • z 0 F- o1 . . D _ , Cr . 1-- .,,. . .. . ,., .. ' CO . ... ... .. , , : . , 20 0 •. , __ . --t„.. E :4 „,_ „, [1 , (N) iml , ,;; , fQ -3EIONS eg , . . . 13: . li . j 'PRIO- PLC,OIP Dv46s , . /611 Aplit \ *. SIL 10-?4-0"1 '° 1 A A A A A DR fAl i KPF DATE� 7/21/05 1 1„- any 07 FOnSTAIlik, CAL174==a AS SHOWN t E3E I DRAWN BY: SIERRA DETE TION BASIN SCALE: KPF • NRY FA (TIES DISTRICT ,AS SHOWN 032 -•3 DESIGNED BY: DATE: KPF 11/17/04 IIIIIMENUIVII I CHEMED B - ,-: -z. gyAN► AI, 'G DATE:l YD ji Dvvr� Na.: XIe R . . JRC r RCE 51152 Ems'.QATE 1?JC31UU�'� L-3 C) ' ' , . p , . 3 OF 9 SHTS. 1 1