HomeMy WebLinkAbout3551-524" sq.
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- NOTES: 5 .. � 5
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,, ( I LEGEND:
PRECISION BAND � ,< .;
" ' • q, •'- • ' ' ALL SPLIT -FACE MASONRY WALL COLOR WILL BE
_ ;:::....,� :_ u. .. �:..��.. �-; _.�,::. :�.;:. _r,. ,:.�::,:•. � •... t.� OR EQUAL
12 I I ANGELUS #200 1. 1/2° RADIUS AT ALL EDGES. • • ■
NOTES: v I 1 I • ALL WALL HEIGHTS SHALL BE MEASURED WATERPROOF EXPANSION JOINT COLD JOINT
2. NATURAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR DIMENSIONS. L A N D S C A P E
5.....a..,�.�! r�: Uilti �•t. 3a ,i `•`,t?ai�S, i4 .
l FROM HIGHEST ADJACENT GRADE,
• CONTRACTOR TO ALTERNATE COURSES OF SPLIT -FACE 9 6 2 -' - -- - , _ • �-� 1 2 4 1 2 3. COMPACT EARTH TO 90%RELATIVE COMPACTION UNDER PAVEMENT. A R C H I T E C T U R E
SPLIT -FACE BAND AND PRECISION BLOCK. USE 6x8xl6 BLOCK. (SPLIT FACE • CONTRACTOR TO USE ANGELUS # 20010x4x16 BEVELED
v� < -- _;_ r,,:.;- ,;,;::a. _;<= ON SIDE VISIBLE FROM STREE
c. ;^L`;iv _::`ti:�`-�';:3 `• ^•Y• -,.s'•-:.. T)
;, _ . �ti.�• ^;� . - ;w .. �i., sr, • 1 PRECISION MASONRY PRE -CAST WALL CAP OR EQUAL.
.0.'9 +1."•''t,ik�2.; W.n=- �. t�.�'.l =.iiJ: .':ri:�'� ;?:. +YYa+Y� •::.11:��=+.::�: _ ' .:'=1�.,-�.i.. .
• ALL SPLIT -FACE MASONRY WALL COLOR WILL BE v 11 10
PLANVIEW _ SITE PLANNING
ANGELUS #200 OR EQUAL. 3"min.
'M LEGEND:
'L <,:.�u.eL�=�:� =y:�.. :•�::: ,^Sf'G';-{i.�;+..r,S:y: `;� "��: �1;:;-+^ - -
10621 Church St., Suite -106
1/B"
a c o Cucamonga, CA y •2 L�:r, ':�•:-�� a.�� w.:,:� ;1�.;:- -i:ai ' '=r?.a:.:•�«S�S,�.;� ?•i1.,,=Y..fs �141i�:4. � LEGEND.
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r:>:,Yas : ,� � :�-, �} p:•• t=':Y' �:• :�.Y,1 ;,>r; • ALL PRECISION MASONRY WALL COLOR WILL BE • ' o (909) 484-28008
ANGELUS #200 OR EQUAL. - a . • • • 7 1. 24" SQUARE POURED -IN-PLACE CONC. PILASTER CAP TO MATCH WALL 5 5 1 Fax (9091 484-2802
CAP. COLOR TO BE TAN. .
:tiY• ..�� :,Y� y :?•r�'3;�i LTi.'-`:`-::• i _ i. i-'L�4� •,+.`f'•`'�v�f. ' iP`
;' vvr��s�.;�,_`_r; r:r:; ;. ::: ' ,,,,,,;, • ALL WALL HEIGHTS SHALL BE MEASURED T • `'•, Richard Krumwlede
FROM HIGHEST ADJACENT GRADE. s 2. 16 x 8 x 16 CONC. PRECISION PILASTER BLOCK. COLOR WILL BE ANGELUS LEGEND: o CA LIC. #2834
C ::�- .3' =::�� •
#200 OR EQUAL EXPANSION JOINT SCORE JOINT
CONTRACTOR TO USE ANGELUS # 200 10x4x16 BEVELED ' . n
av ;rw? X17 57L+ i0i - j✓_'B1 �1 .:r.. lJ .v,;x ..
1. MEDIUM BROOM d e NV LIC. #446
a���-� .zr� i� =a • '^�-=', +�� ��N ���_� PRECISION MASONRY PRE -CAST WALL CAP OR EQUAL. 3' min 3. FILL VOIDS SOLID WITH CONCRETE. LEGEND: 2 FINISH NAT. COLOR "�a� ,�° Tx. Lic. #�ee4
61, CONCRETE, RUN
4. 2" THICK LAYER OF "SILVER RIVER ROCK" VENEER #1126 AVAILABLE 1. CONCRETE PAVING. PERPENDICULAR TO
THROUGH RIVERSIDE STONE VENEER, (909) 689-2901. EDGE OF CONC./PATH
3'-0" REFER TO PROTO 1 1 DETAILS,
2. 1/2" TOOLED RADIUS. OF TRAVEL.
11 5. # 4 VERT. � EACH CORNER. EXTEND INTO CAP N p S C A P�
1350 3. WATERPROOF SEALANT, COLOR TO MATCH PAVING. 3 2. DEEP SCORE P
BANDED NOTE: '9
CONTRACTOR TO CONTINUE BANDING FROM ADJACENT SECTION 6. FINISH GRADE. ATTACHED TO BACK ®F PACKAGE SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. JOINTS; SEE CONST. umwi 9
EXISTING BANDED WALL, EVEN AT COURSE STEP POINTS, _ PLAN FOR LAYOUT. c
7. CONCRETE FOOTING. 4. 1/4" POLY FOAM EXPANSION JOINT w/TEAR-AWAY
LO �� �� TOP, SEE SPECS. 3, EDGE OF PAVING.
8. # 4 HORIZONTAL CONT. AT 4 LOCATIONS. EXTEND 18" INTO ADJACENT w ci
WALL ON EACH SIDE. 5. COMPACTED SUB -GRADE PER SOILS REPORT. .:s ='
REFERTO PROTO 1 9 A. MEDIUM BROOM FINISH w/ DEEP SCORE JOINTS S1enat
24 9. 50 /° COMP. SUBGRADE, 4
CAP DETAIL - l,
ATTAC,H:E D TO BACK O F PAC KAG E 10. ADJACENT MASONRY BLOCK WALL CAP. cn�► gate
11 CONTRACTOR TO MANUFACTURER'S RECALL VENEER OMMENDATIONS E MASONRY CLIPS PER '4j`� 0
F CA
12. # 4 REBAR LOOPS AT 4 LOCATIONS.
PROJECT
SPLIT-FACE/PRECI SION BANDED MASONRY WALL 2SQ.COBBLE VENEER PILASTER SPLIT -FACE MASONRY WALL CONCRETE JOINTS MEDIUM BROOM FINISH CONCRETE WALKWAY
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2°
6 ° 2
(� 211
LU
4 2 N C000-
_ P_RIVATE SIDE r'
6" N �� cc CFD
V 7- Q CSJ
1 2 N 3
o . 2 U
ELEVATION �'.I
pLA VIEW
LEGEND: cc:
• `° 1. 2" sq. 12 GA. TUBULAR STEEL, TOP & BOTTOM RAILS. o J ~
a D 2. 5/8" SQ.16 GA. TUBULAR STEEL FENCE PICKETS @ r ®J O
• 4" o.c..MAX. TYPICAL. (4" CLR. MAX. OPENING Q O Q
1 ALLOWED BY CODE,) WELD PICKETS TO SIDE OF t O LL
RAIL TO THE CFD SIDE OF THE FENCE. INSERT • a- M
PLASTIC CAP. Q 00
T
3. 2" SQ. 12 GA. TUBULAR STEEL FENCE POST @ 8'-0"' W I-- j"
LEGEND: o.c, MAX w/ DECORATIVE CAP. LU UJ �
1. POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH. 4 4. UNDISTURBED OR RECOMPACTED SUBGRADE PER �. EL ~ 0)
LEGEND: STRUCT. SOILS REPORT. 1 2
1. GRANITE BOULDER SIZE PER PLAN, BURY 1/3 OF TOTAL 2. #3 REBAR CONTINUOUS SET @MID -DEPTH. 3 ` W 0
5. CONCRETE FOOTING. FOOTING SHALL ACHIEVE LEGEND
DEPTH BELOW FINISH GRADE AS SHOWN. 3, 1/2" BULLNOSE (TYPICAL). 2000 PSI @ END OF 28 DAYS. CROWN TOP 1" TO
DRAIN. 1. PILASTER PER DETAIL B,
2. FINISH GRADE LINE,
4. FINISH GRADE. THIS SHEET. U W
6. 12" WIDE x 4" THICK CONCRETE MAINTENANCE 2. INTEGRAL COLOR CONCRETE PLAQUE w/ 2" SQ. Z Z
AND SPOT LOCATIONS PRIOR TO Co INSTALLATION. 5. 90% COMPACTED SUB -GRADE. BAND w/ #3 CONTINUOUS REBAR. CROWN TOP TO BORDER AND RECESSED LEAF SYMBOL. CONCRETE COLOR 00
DRAIN. SEE CONSTRUCTION LEGEND FOR TO BE "SAN DIEGO BUFF", AVAILABLE THROUGH DAVIS U =
REQUIRED LOCATIONS, WIDEN BAND WHEN COLORS,00 800.6856. CONTRACTOR TO MOUNT PLAQUE M 0-
ADJECENT TO SIDEWALK, ELIMINATING NARROW PER MANUF. RECOMMENDATIONS. PLAQUE AVAILABLE THROUGH # to
NOTE: PLANTER ALONG WALKWAY. TOM DELIS, PINEAPPLE GROVE DESIGNS, (800) 771-4595. ALLOW 4-6 M
INSTALL CONTROL JOINTS @ W-0" O.C. MAX. SPACING AND AT ALL END - - - -v -.w - - - WEEKS FOR DELIVERY.
OF CURB RETURNS. 4
q a
N NOTE:
6 _ 5 ALL CONNECTIONS TO BE CONTINUOUS WELDED.
REMOVE ALL SLAG & SPLATTER & GRIND ALL WELDS
SMOOTH. PAINT STEEL WITH 1) COAT ZINC
CHROMATE PRIMER & WITH (2) COATS ELECTRIC
SQ.
BOULDER PLACEMENT MOWSTRIP TUBULAR STEEL FENCE w/ MOWSTRIP PILASTER w/ LOGO PLAQUE
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2/17/04
5 OF 14 SHTS.
CITY OF FONTANA, CALIFORNIA
AS SHOWN
DRAWNBY:
SYCAMORE HI S
TRACT. # 1 -1
AS SHOWN
0328-5
•
DESIGNED BY:
COM ITY FAC! T $ ! !CT
DATE:
KPF
2/5/04
SHEET NUMBE
CHECKED BY:
APPROVED B _ DATE -
DWG. NO.:
W7
5
JAF
L
CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05Lm5
3551
14
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5 OF 14 SHTS.