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HomeMy WebLinkAbout2884-C-91 2 7 1 2 i 3 is 1 8' d 1 1° T 1. 1'1'2 L 2� a 1 1 - 1 B. 1' •• - : _ . -LAS -•FA . AS DRIVE_ _ _ •. _ . _ . '_ • _ ... ."' . - r'.••_ _ �•�_ g� k -:. ••• � : 2 a � '•' _ -_ •: • - '•'- -_• : •. • •_ 1 .. - •: •. • •, ELEVATION NMI 16 j . r } B B !!!E MONUMEAIT WILL LAYOlR T7 I3 2 LEGEND: IlpT.- T f sus. --•--i- -.� i _r•�'r'r `'l- _ _ _ - i t , 1. 7" TALL LET1'E13SZPAt ATtidt3 F01vTj CUT N ' a - - • .. �► _ �, OUT OF 1" DEEP FOAM, PASTED ONTO ■ ® ■ _ - 3 WALL FORM. LETTERING CENTERED ' 41' HORIZONTALLY ANO VERTICALLY ON • 1 D4-- A'f ` -'�` 14 WALL FACE. L A N D S C A P E • _ s ,� s,4r-'� Mir--�.r� lk'r ; f ' - _ , - ,. 7 N •• N'--_ _ y - y . - ' • 2. POURED -IN -FLAG CONCRETE. 3 s s 1e s ,5 ARCHITECTURE _ r • . t . 1 & MORTAR TOR. r 2 - z•� r• sI�r f >w.. +•Jir r { : sr fir• ' - IMA ' cLR. ��- 1 1 4. 6X4x12 PRECISION BLOCK. SITE PLANNING Ft.EYenl� Y 9 _ .i s -- � .1•. T GROUT ALL CELLS soup. 14 rim � F� vA� t 10030 Town Center Dr., Suite 128 s 5. VERTICAL #E4 REBAR, (2) PER � Rancho Cucamonga,CA 91730 1 2 4 L .-V. i � �� � � - _ � 7 � � � 1 PILASTER. 32" O.C. IN WtALL. 4t 15 \ a 3! - . 10 4 1 (909) 484-2800 ---------J � � � � � � �, • it ..•"y i :1 4 1 S. HOR120i�fTAt S4 REBAR C� 24' Q.C. 1 : t 5 FAX (909) 484 -PIM .............................. ' LEGEND: _ _ _ _ f _ _ _ _ _ _ _ _ i - - - - - - ���: : 1 ATTACH 18" SQ. PILASTER & S" WIDEmcm 1 - r r - - - r - 1 1. Mahard KrumMede 1. 12' x 4" x ld" PRECISION CAP W/ STUCCO OVER. r HIGH 38" 1. 2SX2aXS CAP w/2" MORTAR BUILD-UP. BUH.D-U' HAS 4A' r • 7 11 a WALL TO EACH OTHER. GROUT !'IRiT 10 : i e CA Lic. 42834 AZ Lic. # 29115 W Lic. 4 � MORTAR BUILD-UP w/4s'r CHAFER a EDGES. CENTER _; _ �" "�- _ _ ; _ CHAMFER G EDGIES. 4r t 1 CELL SOLID WHERE DOWELING CAP w/ 8x8BLOCK. 4 - -- :J. ------ --- - . i- -PLAN1 20oo. SXSX16 PRECISION BLOCK, GROUT ALL CELLS SOLID. _ i L� , �� 9:: e t � 1. OCCURl. 6 p 2. 1' x S' x1A" PRl�OlN SIQCK. g 3. E4 REBAR HORiZ HOOPS, TOP, MIDDLE, &BOTTOM - - - �' _Ulm�: 1 S T. STUCCO FINISH TO MATCH 11 1 T LEGEND: 9 2 1. 38X36X8 CAF w121V MMPI SIAL UP. KMLD-Uf HAG PEAIMETER WALL :• 1 S' Fti"H GRADE. 4. 04 REBAR VERTIC ONE PER CORNER. ' " i. 4W 2" CHAMFERS 0 EDGES. � �.�� � �� ND S C A P 1. 8X2X16 SLUMPED BLOCK CAP. CENTER CM NOTES: < � 9 I 12' X 30r 8G. C�CMiCRETE rOOTM�Mi, p E 2. 8X8X16 PRECISION BLOCK GROUT ALL CELLS SOLID. 1 ON TCP OF WALL 4. 12" x SIS" CONCRETE POOTIl�. TE POOTMI>Gi INi� 4 0& p 1�Clltll 'T WALL PER CITY OF FONTANA STANDARD DETAIL PILASTER FOOTINGS. = W 4 5. FINISH GRADE. 3. #E4 REBAR HORIZ. HOOPS, TOP, MIDDLE, & BOTTOM W S S• 20% COMPACTED SUBpRADE• ty R'A2 '9 16XSX14 "TAN" COLON! SL.U�ED 911.00K. MATCH EX. WALLS. THESE DESIGNS ARE NOF 4. #F4 REBAR VERTICAL, 014E PER CORNER. OL y �y S. 12"X3S" CONCRETE FOOTMKi. S. FINISH GRADE. 10. POUR PILASTER AND WALL >ti =.�,• - �• y,Z IN, TO BE USED TO RETAIN ANY EARTH. PERMIT S. STUCCO FINISH. (COLOR TO BE "hEADOWIeROOk', 3 2 12 & 18"X41' CONCRETE FOOTING. FOOTING TOC,ETHEH. v !'d' & FINISH GRADE. REQUIRED FOR WALLS HIGHER THAN 42". NO X-48, BASE 100, LA HABRA STUCCO, RIVERSIDE, CA SECTION IL 7 ADJACENT STUCCO WALL MR DETAiL IL STET 04. cxNTt" 7. 90% COMPACTED SUBGRADE. c-0 n GROUT OR CONCRETE TO BE PLACED PRIOR TO (909) 653-3549) PILASTER TO WALL GROUT FIRST CELL SOLID WHERE DOWELING S. ADJACENT STUCCO THEME WALL PER DETAIL SHEET 11. FINISH GRADE. I'' � � i, 4. 12" x 36" CONCRETE FOOTING. TIE FOOTING INSPECTION AND APPROVAL. NOTES: OCCUR& "- . CENTER PILASTER TO. WALL. GROUT FiR� CELL INTO PILASTER FOOTINGS. S• 1` x 8" x W PRECi&M �-OM PLUS" w/ REAR SIDE OF SOLID WHERE DOWELING OCCURS. ��• W 12 r WALL, ALTERNATED wl 6" x 1' x 1' PRECISION BLOCK WALL PER CITY OF FONTANA STANDARD DETAILNOTE 12. 12"X24" 9 Rer►ewr on. S, ALp,N FACE OF tAIALl WITIN'AO�TY A1.UIdG1 BOTTOM EDGE OF CLIP. MATCH EX. WALLS. THESE DESIGNS ARE NOT S. � �� ' �• 9. #E4 HORIZONTAL REBAR � 24" O.C. TIE INTO ADJACENT CONT. TO VIBRATE CONCRETE FOOTING TO PILASTER. - • ,t' 6" WALL. TO SETTLE AVOID AR POCKETS LINE. 7. (2) 04 HORIZONTAL CONTINUOUS REBAR. TO BE USED TO RETAIN ANY EARTH. REQUIRED FOR WALLS HIGHER THAN 42" PERMIT SiU= POW TO MIIICM 9. #4 HORIZONTAL REBAR, 24" O.C.1 IE INTO ADJACENT' A" WALL k Si 10. #E4 HORIZONTAL REBAR, TIE INTO ADJACENT WALL IN SIGNAGE WALL. 13.04 REBAR HORIZ HOOP TOP, MIDDLE S. #4 REBAR ® 24" O.C. VERTICAL GROUT OR CONCRETE TO BE PLACED PRIOR TO 10. A BOOM AS gHpWN, REM PORCEMENT vw 2s" HOOK. S. #REQ 0 24" O.C. VERTICAL REINFORCEMENT wt INSPECTION AND APPROVAL 10. S4 HORIZONTAL REBAR, TIE INTO ADJACENT WALL FOOTING. 11. STUCCO FINISH TO MATCH STUCCO WALL.. 0 F C i2•Ai3t.I�AGEIiT aLiJirP BtAUit WALL. 14. 1 x 4 POIYFOAM PLANT -ON. T. (2) i4 HORIZONTAL CONTINUOUS REBAR. 15. 1 x 2 POLYFOAM PLANT -ON. ■ M S Ili L MP BLOCKWALL-0-STUCCO THEME WALLSO,RN�ER PILASTER w/ STUCCO Ai S U 2 PILASTER Vt�/ STUCCO SQ.CO MONUMENT WALL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. • LL X43 U 1 DIMENSION VARIES - SEE CONST. PLAN r----+ 2 1 4 3 i LO Q --- '- LO s 4 Q s' ��„�� NOTE: CONTRACTOR SHALL POUR AND FINISH A 2'X2' SQUARE SAMPLE OF EACH TYPE Com' FINISH . LL ` ``'=::': FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LAND. ARCH. oF o_a ©• a'e o a o co- - d J 1 -i -.i 'O \ Q - WATERPROOF EXPANSION JOINT COLD JOINT ETU - - . _ T Q; LL - DAY CAN ON -DRIVE _ . - �..�: s � ..n: s .. z - 1 a s s LEGEND: LL UJI SEC 1. M EDK)M OR" LO LL FINISH NAT. CO EXPANSION2 NT jow CONCRETE RUNS 4 Ll�MO: T 0 ' OII PERPENDICULAR T4 0 TYP. LEGEND:EDGE OF TRAVEOONC.PATH : - _ : , • : 1. CONCRETE WALKWAY- FINISH AS SHOWN BELOW LEGEND: 1. CONCRETE PAVING. a 2DEEP SCORE S 2. 3112" THICK CONCRETE WALKWAY 1. 5 -6" HIGH PRECISION BLOCK WALL Wi6TUC00 FINISH PER DETAIL H, SHEET �. SEE CONSTRUCTION LEGEND: . JOINTS; SEE CONST. % COMPACTED SlA1GRADE LO U PIAN FOR LAYOUT.f_ ' `' PLAN FOR LAYOUT. r 1. STAMPED " PATTERN, STACKED BOND GRANIT! 2. iM" TOOLEO RADIUS. . ' ' 1.3N }� PAI=C;iSi01�f Bt yw (oER DETAIL 4 h y 1 SETTS. LITHOCHROME COLOR "TILE RED", A -2S BY L.IA & WATERPROOF SEALANT, COLOR TO MATCH PAVING. 4. tA4" X 114" TOOLED SL)OIiE .K MT Al !!R STAIR 2 CONSTRUCTION PLAN FOR LAYOUT. >YTUCOO D� 9. SCOFIELD CO., (213) 72D-3WO. SUBMT COLOR SAMPLES PAKiA TO INSTALLATIION, 3' � � RAS' _ ' AND LAYOUT PLAN � W 3. 12" RAISED BRONZE LETTERS, "PALATMIOr' FONT, SCREWED MATO WALL TO MATCH EAST FIEiMTAE#E z t UNGROUTED JOINTS. 4. 12" POLY FOAM EXPANSION JOiNY WITEAA-AWAY s. MEDIUM BROOM FINISH CONCRETE MONUMENTS. SPACING AND PLACEMENT AS SHOWN. CONTRACTOR TO CENTER LETTERS ON WALL TOP, SEE SPECS. Z AS SHOWN. CONTRACTOR TO SLIBULT SAIsAPLE OF LETT6& TO ARG"T60T FOR APPROVAL, � � � � � i. PRE -SATURATED COl�fkCTED MM -BASE S1iCb0 DR BASE .� . _ a S. lAr THICK POLY FOAM EXPANSION JOINT WITH � z MATERIAL WILL BE REQUIRED AS DIRECTED BY ENGINEER, 5. COMPACTED PER SOLS R "RT. THIOKOL LATEX SEALANT BEAD AT TCP, 20' O.C.. 4. F000H COLOR TO MATCW fix. SIt#ls�A ". 1 a iF SOIL E EIpeAA1SiME. V • 4. CURD • _ Q STREETS: DAY CANYON DRIVE, GETTYSBURG STREET, MILLER AVENUE, AUGUSTA WAY. .. S. ASPHALT PAVEMENT. - W S. W 30. CONCRETE MOWSTRiP PER DETAIL K, C-!/. ply g, p„NyN YMONtIMFNI,Lqlr-,N/LF[IFRINr-i--- -qTAMPFD rONr.RFTF CONCRETE JOINTS CONCRETE FINISH NCRETE WALKWAY' SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.3. co J lir i 4 2 3 5 6 7 . I I 4 2 - ( . 4 3 3 2 .'(' 3 owl12" . •'I� .:i.: S - - - - - - - - - - - - - - - - - - - - - - - - - or- �• - ••�. .•(: . I -.f1. ••T••-l'•T-.•'T••J_...••.'.-!••/-•.••T..'7••1-'•,•T'.-`,••p'_.•T•._'7•`•,...'T••._-1••7+.•7•'.".1•'7-:T• � ••�•• b r • v P.A. P • • =0 I C a•..`' `�`,`'=r s'E �`'` . s ,,.' ,yyj •. , . 1 MI 1Cr O.C. 1 3 LEGEND: 1. POURED CONCRETE MOW STRIP WITH FINE BRUGH FOOM Y �A x a _ N ,� ' .. .�.Y�. t Z =.s�,. ,.k,,, , ,.;�x . � 'r'f• LEGEND: 2. 03 REBAR CONTINUOUS SET • -DEPI'!4. 1�1. PERIMETER THEME WALL �-.` 3 s 2: CONCRETE V -DITCH 4. FWMH GRADE. & Ir 90. CONCRETE MDVV8TFAP. 5. 90% COMPACTED SUB-GRADRE.'- - - - LEGEND: 4 5 ' 9 4. GRAY, 3M" CRUSHED GRAVEL. 1. PERIMETER THEME WALL. F NOTE: 1. EXISTMrt# CONCRETE SIDEWALK,Q 5. VINE POCKET PLANTER AREA. CONTRACTOR TO SAW CUTSIDEWALK 2. d' CONCRETE MOW3TRiP. PRIOR TO CONSTRUCTING WALL * 2• CONCRETE SAW -CUT. CAEFD: NOTE: = S. IRRIGATION BUBBLER INSTALL CONTROL JOINTS 0 W -W O.C. MAX. SPACING AND AT ALL END & 24" DIA. CONCRETE VINEPCOKET. & NEW STUCCO PERIMIETER WALL. 1- Ir SO.00NICR>ElE MOV07"p. 7. r x 4" REDWOOD HEADER BOARD, OF CURB RETURNS. 4. IRRIGATION BUBBLER. 4. VINE POCKET. I STUCCO THEME WALL S. IRRIGATION LATERAL UNE. S. NEW CONCRETE POUR TO MATCH EX. SIDEWALK 3. PROPERTY UNE. S. IRRIGATION BUBBLER. 4. CONCRETE V -DITCH. SEE ENGINEER'S PLANS. 0 7. LATERAL SLEEVE, SEE IRRIGATION PLAN. 5. VINE POCKETS AND GRAVEL BEDS. Sm DETAIL Q. &i "T CLO► MOWSTRIPCONCRETE VINEPOCKETNOWSTRIP NCRETE VINEPOCKET IN -WALK WALL PLANTER �!Iaw I SCALE: N.T.S. SCALE: N.T.S. SCALE:.. N.T.S. SCALE: N.T.S. SCALE: - N.T.S. 1 L � A n ". • : i = KPF CffY OF FONTANA, CALIFORNIA ° p HERITAGE • LAS PALMAS SCALE gHoyw,t TRACT. #159499 15957v 159589 1595 DE913NED W. COMMUNITY FACILITIES DISTRICT DATE KPF 419/'95 Ci•EC= W ARWADL81 BY: -- // DIAQ NO►: RVViCI" CITY ENGINEER R GE 25126 EXP. DATE 12131/9 4/9/99 SCALE SHOWNAS JOB �lUMBER 98028-3 C.9 SCALE: N.T.S. ALE: N.T.S.. SCALE: N.T.S. SCALE: N.T.B. SCALE: N.T.S. OF SHTS. i