HomeMy WebLinkAbout2883-81 2 7 1 8 2 1
pl1
i owl1 3
21 R
4•- irw
1 t„ 1 f1 B. $. Ot5
A
B
F �.
2 �� ,IT
IO
3 1`j-ELEVATN
tel' a a
♦ 45 45
SEC;TIC)N A. �z �, SEE MONUMENT WALL LAYOUT
6 3 10 5 S 3 10 50 , �� 1 s r ■
3 G' 2411
If . i :L� ACTION A �`_' $ca. L A N D S C A P E
- . � LIEGEND:
i ` " w - 15 1. RAISED BRONZE LETTERS, TALATINO" FONT, SECTIQN B " ARG i T E G T �J E
24 - Ft EVtIiCrN v to°.:� i SCREWED INTO MONUMENT WALL. SIZE,
1 C C SPACING, & PLACEMENT AS SHOWN. CON -
CIA.
to CLR. CLR. 3s=' : - �' >t_ TRACTOR TO CENTER LETTERS ON WALL AS SITE P L A N N I N G
4 7 SHOWN. 14
ELEVATION S ELEVATIC}N iA■irrfr•�r■riQ
_ - - 36" 1 8X4X16 SPLIT FACE CAP. '! C]6313 Town Center Dr., Suite 128
�- 7 8 7
S. (2) STACKED 2022X20 SPLIT FACE CAP. Rancho Cucamonga. CA 91730
8 •= "� 4. 1628X16 PRECISION COLUMN BLOCK. SEE 12 I3 4 -
L - - - - j :�. «.. 'elf 10 4 (9 9] IB4 280
!-- ' LEGEND' _ a
LEGEND: I} r �� SECTION C FOR LAYOUT. GROUT ALL CELLS ,-,�, FAX (9 9) 484-2802
SECTION
-1 "'.II.-� y','a •. .•� 1 V 2 (P ]e ti V Q."i' C
� SOLID.
_ - , - 5• VERTICAL #4 REBAR {t PER PILASTER. cn
1, 8X4X16 SPLIT FACE CAP. ,... _ _ .. 1. 8X4216 SPLIT FACE CAP. t S. HORIZONTAL #4 REI AI @ 24" O C CH 18" Richard Krumwiede
»._�...-.-v. .-..___ _,.AMR_'a_-- w__rr_ _. f 1 .r .1 �.,.. •ft 1, is 11 6 ATTACH tl3 14 S
_ w _ $Q. PILASTER & I3" WIDE WAIL TO EACH CA Lie. #2834 AZ iro. # 29116 Nv Lie. # 446
2. 8X8X16 SPLIT FACE BLOCK, EXTERIOR SIDE ONLY.. ::
- - -- - -» - GROUT ALL CELLSOLIa. g 2. 1228X12 SPLIT FACE BLOCK, EXTERIOR SIDE ONLY. GROUT ALL CELLS OTHER. GROUT FIRST CELL. SOLID WHERE ,
ELING OCCURS.
PLAN VIEW 5�Wk SOLID. " . i 7. STUCCO
F N SH TO MATCH PERIMETER WALL. •
3. #4 REBAR HORIZ. HOOPS TOP MIDDLE & BOTTOM, , LEGEND: gd 8 $. 12 X 30" SQ. CONCRETE FOOTLNG.
LEGEND: NOTES: $ 2
! • , 3. #4 REBAR HORIZ. HOOPS TOP MIDDLE &BOTTOM. " i 1
9. Wo COMPACTED SUBGRADE.
4. #4 REBAR VERTICAL, ONE PER CORNER. 4. #4 DEBAR VERTICAL, ONE PER CORNER. •- LR , 13 D S R
1. 824X16 SPLIT FACE CAI'. • WALL TO BE PROTO IL CONSTRUCTION 3 2 1. 18" SQUARE, 4'-6" HIGH STUCCOED PILASTER. PER DETAIL E, SHEET C-1. �► • �» �` 10. HORIZONTAL #4 REBAR. POUR PILASTER•
TECHNIQUE, 24" 4 5• FINISH GRADE. AND WALL FOOTING TOGETHER.
2. 6X8Xt6 T & G SPLIT FACE BLOCK, EXTERIOR 5. FINISH GRADE. 2. T-6" TO 4'-6" HIGH CURVED STUCCOED MONUMENT WALL PER DETAIL E SHEET C -T. f5 30" 9 11, FINISH GRADE.
SIDE ONLY. SECTION I3 � - i 3"CLR `� �
6. 12"X36" CONCRETE FOOTING. 6. 18"X48" CONCRETE FOOTING, t2. VERTICAL #4 REBAR @ 24 O.C.
3. FINISH GRADE. 3. RAISED BRONZE LETTERS "PALATINO" FONT, , 13, 12"X18" CONTINUOUS CONCRETE FOOTING. � i � � �Rr�
SCREWED INTO MONUMENT WALL -
SECIIQN B. 7. ADJACENT SPLIT FACE BLOCK WALL PER DETAIL A, SHEET C-4. CENTER 7. 90°lo COMPACTED SUBGRADE. SIZE, SPACING AND PL OMENT AS SHOWN PER DETAIL E, SHEET 0.. CONTRACTOR 14.6X8Xt6 PRECISION BLOCK, GROUT ALL CELLS to Cl)
PILASTER TO WALL. GROUT FIRST CELL SOLID WHERE DOWELING TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL, ' ":,' +I' SOLID.4-3"CLR .:�
4. PROPOSED CONCRETE FOOTING PER :< :.' ::; .:_ 15, #4 REBAR HORIZ. HOOP TOP, MIDDLE & 1/ x -
STRUCTURAL ENGINEERS REPORT. TIE OCCURS. 8, ADJACENT SPLIT FACE BLOCK WALL PIER DETAIL A, SHEET . D : '' BOTTOM AS SHOWN. 24
FOOTING INTO PILASTER FOOTINGS, f, CENTER PILASTER TO WALL. GROUT FIRST CELL SOLID WHERE ' : • :�. 4
DOWELING OCCURS.
8. 90/aCOMPACTI:D SUBGRAaE. .�••:= �°� � .�
S. ALIGN
FACE OF WALT. WITH PROPERTY 9. #4 HORIZONTAL REBAR, 24° O.C. TIE INTO ADJACENT 6" WALL. E#. #4 HORIZONTAL REBAR @ 24" O,C, TIE INTO ADJACENT 6"WALL. [ ' , ' s 041te �
10. #4 HORIZONTAL REBAR, TIE INTO ADJACENT WALL FOOTING. SEC:TIQN c
10. #4 HORIZONTAL REBAR, TIE INTO ADJACENT WALL FOOTING. ; � - � , � � 0 F C �►1•���
f
SPLIT FACE BLOCKWALL 2SQ. PILASTER ' S . PILASTER MWALL LAYOUT MONUMENT WALL
SCALE: N.T.S. SCALE. N.T.S. SCALE. N.T.S. GALE: .S.
SCALE: N.T,S.
3-0 ■
11 L Na: z
5 4 1 `� '� 1" � S t!f
1, 4"80. 3116" TUBULAR STEEL POST FOR CRAS
1 2 3 4 2 i GATE, SEE DETAILS L,KN, SHEET C_Z. LL
2 SHEET U. �C.•l••
2 . " 0 , d ! • � � � - �/ - � 10 3. LF CLOSING L , PAI TS TC • i■i■■
• « 4, 2" $Q. X 16" TUBULAR STE L GATE FRAME
NOTE: CONTRACTOR SHALL POUR AND FINISH A 21X2' SQUARE SAMPLE OF EACH TYPE OF FINISH WICORNERS MITERED WELDED, & GROUND � �•-�
4' Y'4 •• Y•EZ ••'!•1t i'S!- Y`V :` C'V :' K`V' C'V f t
FOR APPROVAL BY OWNER'S REPRESENTATIVE OR LAND. ARCH. SMOOTH,
��`d:•zr'da.gd-..��•..xd=-•�a•..� .��-..'�A=: �a•._�a-e�`d:-,�a•..end•_•ad=-�d�•�d=•�a'•-�'a••-�d'..��.. [� t �
6. 5{8"X5/8"X1/16" TUBULAR STEEL FENCE PICKETS '�✓ u
WATERPROOF EXPANSION JOINT COLD JOINT " A
1 @ 4 O.C. MAX. TYPICAL (4 CLR. MAX. OPENING � l -
to 2 i 2 1 ALLOWIED BY CODE). ,E -L 0
LEGEND: « « LEGEND: 6. 30" DEEP X 16" 80 CONCRETE FOOTING FOR � 111f1f..E..
1. MEDIUM BLOOM 2 • 1. COARSE ROCK SALT CRASH GATE, SEE DETAIL L,", SHEET U.
2 FINISH NAT. COLOR FINISH NATURAL 9 7. 30" DEEP X 12"80. CONCRETE FOOTING, FOOT/ � f Uj
g Uj
CONCRETE, RUN « «' COLOR CONCRETE, SHALL ACHIEVE 2500 PSI @LEND OF 28 DAYS. � � �1E.�
t/4 PERPENDICULAR TO « « « ' WN OP In AS H WN TO AIN.
6 8 EDGE OF CONC./PATH 2. DEEP SCORE ••
LEGEND: OF TRAVEL • , LINE; SEE CONST. 8 8, 2" BUTT HINGES, 3 PLACES. U1 CL
' PLAN FOR LAYOUT,
3 2, DEEP SCORE 9. 2"S0. 12 GA. TUBULAR STEEL POST SET IN a)
1. INTEGRAL COLOR CONCRETE ELAND - SEE CONSTRUCTION PLAN FOR WIDTH, EXPANSIONJOINT SCORE JOINT JOINTS, SEE CONST. . • « 3. EDGE OF PAVING, CONCRETE FOOTING, CONCRETE SOLID PAST � �
ELEVATION _ � \� - COLOR, AND FINISH, PROVIDE 1/2' RADIUS AT JOINTS. PLAN FOR LAYOUT, � VOID, � F -
NATURAL LEGEND: L L LEGEND: 2 AND FINISH. PROVIDE 1/21' RADIUS AT OINTSNSTRUCTIt7N PLAN FOR WIDTH, 3. EDGE OF PAVING. 3 � 10. aETA WROUGHTSHEET ENCS ASSEMBLY • SIcE �
�. _ _ 1. CONCRETE PAVING.
1. MORTAR CAP, � � - - " IL O, W. � '"""°""
d 3, 112 THICK FULL. DEPTH POLYFOAM EXPANSION JOINT WITH THIOKOL BEAD AT TOP. 2. 1 /4" TC)C3LE[3 RADIUS. X 1. PNEUMATIC GATE CLOSER WELDED TO POST 8
2. 6X8X16 T & G PRECISION BLOCK. LLJ
4 SEE CONSTRUCTION LAYOUT PLAN FOR LOCATIONS. .' _ FRAME. Z��
3. FINISH GRADE, 4. COLD JOINT WITH 1/2" RADIUS EACH WAY. 3. WATERPROOF SEALANT, COLOR TO MATCH PAVING. .Aw.LltiL DDI .BRO nA /=/_.,MOIL W!DE..:12 R COARS I" QC AA _T` FINISH�t� ]OFF -P 8 602
SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION, SCOEIP .10INIS �r ORE ACIINI
,1 NOTE: U. 0
4, PROPOSED CONCRETE FOOTING -" 5. REINFORCEMENT PER SOILS ENGINEER'S REPORT. _ -
PER STRUCTURAL ENGINEER'S 4. 1/2" POLY FOAM EXPANSION JOINT WfrE._AR-AWAY AE.I, CONNECTIONS TO BE CONTINUOUS WtiLI�EI),
REPORT. 6, COMPACTED BASE MATERIAL MATERIAL TYPE AND THICKNESS PER SOIL TOP, SEE SPECS. REMOVE ALL SLAG &SPLATTER & GRIND ALL WELDS
ENGINEER'S REPORT. 5, COMPACTED SUB -GRADE PER SOILS REPORT. SMOOTH. ALL TUBING TO HAVE ENDS WELDEDIIIIII- V)
NOTE: 7'. CONCRETE THICKNESS PER SOIL ENGINEER'S REPORT. 4 CLOSED, PAINT STEEL WITH (1) COAT ZINC
CHROMATE PRIMER & WITH (2) COATS RUSTOLEUM
•
WALL T4 BE PROTC) II CONSTRUCTION 8, COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT.
(COLOR PER LANDSCAPE ARCHITECT). ►
TECHNIQUE.
PE
ECISION BLOCK WALL CONCRETE PAVING/BANDS C�3NCRET`E JOINTS C NCRETE FINISH �.I. PEDESTRIAN GATE
SCALE: N,T.S. SCALE: N.T.S.
SCALE: N.T.S. SCALE: 1" - 201-0" ,SCALE: N.T.S. U)
.r
1 t. 2"X2'`23/16" TUBULAR STEEL LATE FRAME W/CORNERS MITERED, WIELDED & GROUND SMOOTH; 211
L
1 2. 518"X1/16" TUBULAR STEEL. FENCE PICKETS @ 4" O•C. MAX, TYPICAL (4" CLR. MAX, OPENING ALLOWED SY CODE). Zj <
.{ syi»r}lf aZE�(1eet
1 77 V X477 kLii 2"80. 12 OA. TUBULAR STEIRI. POST SET IN 36!'DEEP X16H SCt. CONCRETE [=0t3TINC. CONCRETE SOLID POST
3. VOID,
36" DEEP X 16" $0. CONCRETE FOOTING. FOOTING SHALL ACHIEVE 2500 PSI @ END OF 28 MAYS. CROWN T
4 AS S OWN TO DRAIN.
�.0 �� +� i1 !` 1. 2"X2 "X3/16" TUBULAR STEEL TOP &
� ¢ 2 � .E. 4 5 HINGE A SEMB� , INSER t DIA. STEEL ROD THROUGH 2 SQ. GATE FRAME AND WELD SECURE WITH 31/2 IL,�,ATIaI� PLAN 1tIEW
.�•+'"'""' 5. IEXTENS ON A OP AND 1 112" EXTENSION AT BOTTOM, ATTACH HEAVY DUTY 114" THICK BALL- ', BOTTOM RAILS LAY FLAT.
BEARING HINGES TO ROD AND WELD HINGES TO 4X4 POST, 1
` SEE ENLARGEMENT MATCH TO ADJACENT ,` 2. 618"X1116" TUBULAR STEEL FENCE
_'
ELEVAFINISH GRADE.PICKETS @ 4" O.C. MAX. TYPICAL, (4" CLR.
TION .. FIENCE OR WALL fry• •; MAX. OPENING ALLOWED IBY CODE.)
12 10 7 V-0" WIDE WROUGHT IRON PEDESTRIAN GATE DETAIL J, SHEET U. 3. 2" SQ, X 3116" TUBULAR STEEL FENCE POST
LOT 7 LOT 8 7 � / � 1 6 WROUGHT IRON FENCE PER DETAIL 0, SHEET . �
8. @ W-0" O.0 MA
4. UNDISTURBED OR RECOMPACTED
a 7 s ' 11 9 314" DIA, SOLID STEEL RETRACTABLE LOCKING DEADMAN POST. 2 SUBGRADE PER STRUCT. SOILS REPORT, `
114" TRICK, 231 WIDE X 6"LONG LOCKABLE HINGE PLATE WITH SLOT GUT OUT IN CENTER TO FIT OVER 'U' LATCH.
'0
ID 10. WELD TO DEADMAN. 5. CONCRETE FOOTING. FOOTING SHALL
In ACHIEVE 2000 PSI @ END OF 28 DAYS.
31811 DEA, HARDENED STEEL 'U` SHAPED LOCK LATCH WELDED TO GATE FRAME. CROWN TOP 1" AS SHOWN TO DRAIN.
CO 15 1t. 1p
X 1 1" I.D, STEEL GUIDES/SLEEVES, 3 TOTAL, FOR LOCKING STEEL DEADMAN POST.
12. 3
1=' DIA. X 4" LONGS STEEL SLEEVE FOR DEADMAN POST, SET PLUMB IN CONCRETE FOOTING, NCTf:
9" DIA, X12" DL EP CONCRETE FOOTING, ALL
5 9 14• REMOVE ALL SILAG & SPLATTERONS TO BE T& GRIND ALL WELD
S WEWLDED,
REMOVABLE LOCK PER L=IRE DEPT. REQUIREMENTS.
4 3 2 1 ,� s 6 4 3 15- SMOOTH. ALL TUBING TO HAVE ENDS WELDED
LEGEND: CLOSED, PAINT STEEL WITH (1) COAT ZINC
CHROMATE PRIMER & WITH (2) COATS RUSTOLEUM
1. 26' WIDE WROUGHT IRON EMERGENCY CRASH MATE PER DETAIL L, SHEET Ori. _,� (COLOR PER LAONSCAPE ARCHITECT).
WOW, 1%4% U)
2. T WIDE WROUGHT IRON PEDESTRIAN ACCESS GATE PER DETAIL J., SHEET C-7.
3. CONCRETE SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
.. NOTE: " a
4. WROUGHT IRON FENCE PER DETAIL Q, SHEET C*Z.
ALL CONNECTIONS TO BE CONTINUOUS WELLED, REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS
5, 61-0" HIGH SPLIT -FACE BLOCK WALL, PER DETAIL A, SHEET . SMOOTH. ALL TUBING TO HAVE ENDS WIELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER �_4
5
1S 14
6. PROPERTY LINE. S AND WITH (2) COATS RUSTOLLEUM (COLOR PER LANDSCAPE ARCHITECT).
7. 24" $Q. 8'-4" HIGH SPLIT -FACE BLOCK PILASTER PER DETAIL 18, SHEET , lfffi
SQ.
WROUGHT IRON FENCE/GATES LAYOUT WA, CHASM GATE W.I. CLASH GATE ENLARGEMENT W.I.CRASH GATE LEGEND WROUGHT IRON FENCE
REVISIONS
SCALE: 1'=20'-0" SCALE: N.T.S. SCALE: N.T.S. 2 1 1 2 SCALE: N.T.S. SCALE' N.T.S. 2/16/98 CITY PLANCK.
AJAK CORRECTIONS
5/3//01 CITY PLAN CK.
JAf CORRECTIONS
• - - - Ifi. � �• fie.
B B 1 2 3 4 6 ,
- 2
EQ. ECS. 4; .: _ : -
30 X30
xI9N-A
orni _gsid 4 .1. r/ 101:11
fo
3611 A
Iw„LIrYATIO
36
ELEVATIQ SECTICiN
LEGEND: �r - - - -
1, 8X4XI6.SPLIT FACE CAP. 48" LEGEND: JAK
LEGEND:
I» - _ ,, a w� r w Y 1. ASPHALT PAVING FINISH SURFACE PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
1. V-0" HIGH PRECISION BLOCK WALL WISTUCCO FINISH PER DETAIL 0, SHEET 0.1 SEE CONSTRUCTION 2. 628X11; T & G PRECISION BLOCK. ��"' - ___ �_ E � , .� __ ; 4 : � LI:GENa:
PLAN FOR LAYOUT. 3. FINISH GRADE. 4 2. CURB & GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. CITY OF FONT NA 8 CALIFORNIA
* , 1. 8248X6 SPLIT FACT" CAP.
Cr. 1228�C12 PRECISION BLOCK GROUT ALL CELLS SOLID. 3. INTERLOCKING CONCRETE LAVERS, SME CONSTRUCTION LEGEND FOR PATTERN, COLOR11/17/97
2. 6'-4 " HIGH T80. PRECISION BLOCK PILASTER W/STUCCO FINISH PER DETAIL R, SHEET al. SEI/ 9 : �"' " "' '�
CONCRETE4. PROPOSED CONCRETE FOOTINGo 3. #4 REBAR HORIZ, HOOPS TCP MIDDLER & BOTTOM,CONSTRUCTION PLAN FOR LAYOUT, PER STRUCTURAL ENGINEER'S~ E 4, #4 REBAR VERTICAL, ONE PER CORNED. THICKNESS, AND MANUFACTURER.
REPORT. 5. FINISH GRADE, �l
3, RAISED BRONZE LETTERS, "PALATING"FONT, SCREWED INTO WALL. SIZE, SPACING, AND PLACEMENT " " 4. 1"THICK SANG LEVELING BED. 1
AS SHOWN. CONTRACTOR TO CENTER LETTERS ON WALL AS SHOWN. CONTRACTOR TO SUBMIT 6. 18"X48" CONCRETE FOOTING. DRAWN BY: SCALE:
SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL, 5. STUCCO FINISH. `� 2 7. V/. COMPACTED SUBGRADE, S. 96% COMPACTED SUBGRADE. JAK INDEPENDENCE ��I�NIN��II�E AS SHOWN
S. ADJACENT SPLIT FACE BLOCK WALL PER DETAIL A, SHEET �. TRACT. #15732 �+
4. FINISH GRADE. NOTE: CENTER PILASTER TO WALL, GROUT FIRST CELL SOLID WHERE 6. CONCRETE MOWS'TRIP PER DETAILQ, SHEET Pte. DESIGNED BY: DATE: AS SHOWN
WALLT J BE PROTO II CONSTRUCTION DOWELING OCCURS, COMMUNITY I+ACI TIES DISTRICT
TALL TO Bl=. 9. #4 HORIZONTAL REBAR @ 24 Q C TIE INTO ADJACENT 6 WALL, JAK 11/17/97
10, #4 HORIZONTAL RELBAR, TIE INTO ADJACENT WALL FOOTING. L1 � NUMBER
11, STUCCO FINISH. CHECKED BY: APPR VII]8 r DWG. NO :
f3A (�
RWf{ -
CITY ENGINEER ... EXP. DATE 70
SHEET NUMEWR
BRONZE LETTERS ON STUCCO WALL PRECISION BLOCK WALL. /STUCCO &SQ. PILASTER WwflOOTUCCO INTERLOCKING PAVERS
Cnm7
SCALE: N.T.S.
SCALE. N.T.S. SCALE. N.T.S. SCALE. N.T.S. SCALE: N.T.S.
0 F SHTS.
DRAWING NO. 2883