HomeMy WebLinkAbout2882-C-3_21 7
8"
18" .
12
B. 1 B. o Q �, 1 2 3 1 2 3 4 2 1
9 q -=p 1" DIMENSION VARIES - SEE CONST. PLAN
2 d.` y -a-1
1.
in 2 Z 2°�cF
3 SECTION C. 1 2 M 5." 5
((D4-- a 11 SECTION A.
6 3 10 5 LEGEND: •
• WATERPROOF EXPANSION JOINT COLD JOINT
1. 112" RADIUS AT ALL EDGES. -
2. NATURAL COLOR/INTEGRAL COLOR CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR: 1 2 4 1 2 L A N D S C A P E
ML I z 1\SEE BELOW FOR FINISH TREATMENT.
16" ° e 3" 3. COMPACT EARTH TO 90% RELATIVE COMPACTION UNDER PAVEMENT. ARCH I T E C T U R E
ELEVATION, 1 16 SECTION 3
I kill,
moo*
ELEVATION .1�-,.e.l`� CLR.
1 2 4-- - CLR.. - SITE PLANNING
i NOTE: CONTRACTOR SHALL POUR AND FINISH A 2'X2' SQUARE SAMPLE OF EACH TYPE OF FINISH 1/4",
- _ _ _ - - J
3611
61 FOR APPROVAL BY OWNERS REPRESENTATIVE OR LAND. ARCH. 5 5 10630 Town Center Or., Suite 128
T8 W Rancho Cucamonga, 91730
_
....... - ------ -- -- ----------- ----- .II SECTION - -�`- - - - - - - - LE ND: (909) 484-2800
Fax (909) 484-2802
299Tti
� -�'��' ' EXPANSION JOINT SCORE JOINT
.:: L d-_ , _1. PRE -CAST MITERED WALL CAPS. SEE PLAN VIEW. _ LEGEND: 1 a ...��--- d _ - _ _ _ _Richard Krumwiede
d -LEGEND: CALic.#2834 AZLlc.#29115 NVLic.#446
- . d L.M.D. (P.L.) 2. 12x8x12 COLUMN BLOCK. GROUT ALL CELLS SOLID. LEGEND:
PLAN VIEW b a -=LEGEND: 3. #4 REBAR HORIZ. HOOPS, TOP, MIDDLE, & BOTTOM. 1. CONCRETE WALKWAY- FINISH AS SHOWN BELOW 1. MEDIUM BROOM 1. MEDIUM BROOM
2 FINISH NAT. COLOR
FINISH, RUN _
1. 8x4x16 ORCO BLOCK BEVELED PRECISION MASONRY PRE -CAST CAP. RUN
4 i 1 4. #4 REBAR VERTICAL, ONE PER CORNER. ' 2. 31/2" THICK CONCRETE WALKWAY 2 PERPENDICULAR TO PERPENDICULAR CONCRETETO 118'.
- 5
SECTION B. CHAMFER MORTAR 5. FINISH GRADE. EDGE OF PAVING. EDGE OF CONCJPATH
2. 6x8x16 SPLIT FACE(SIDES VISIBLE FROM STREET) MASONRY BLOCK. TO MATCH CAP. 3. 90 % COMPACTED SUBGRADE 2. SMOOTH OF TRAVEL. �N 1 SC A Pp
6. CONCRETE FOOTING PER PROTO it DETAIL, SHEET C-4. TROWELLED BAND. �►
. _ 3 2. DEEP SCORE SAWCUT SCORE JOINT �CTUIn
SEE CONST. PLAN LEGEND:
'4
3. FINISH GRADE. , , _ ' _ ' � 4. 1t4" X 1/4" TOOLED SCORE JOINT AS PER STAKING JOINTS; SEE CONST. 4' C�
7. ADJACENT PRECISION BLOCK WALL PER DETAIL A. SHEET C-3. ALIGN FOR WIDTH.
i PILASTER TO BACK OF WALL. GROUT FIRST CELL SOLID WHERE AND LAYOUT PLAN PLAN FOR LAYOUT. ?� 4,6
4. PROPOSED CONCRETE FOOTING PER NOTES: - - - DOWELING OCCURS. - - - 6 3. EDGE OF PAVING. 1. CONCRETE PAVING. m
STANDARD PROTO II CONSTRUCTION. TIE 1 5. ACID ETCHED FINISH CONCRETE 3 3. EDGE OF PAVING. 2. 1/4" TOOLED RADIUS. w n
WALL FOOTING INTO PILASTER FOOTINGS. • WALL TO BE PROTO II CONSTRUCTION 12 $. 90°/o COMPACTED SUBGRADE. � - • '• •. � g lure
TECHNIQUE.
1 9. #4 HORIZONTAL REBAR DOWEL, 24" O.C. TIE INTO ADJACENT W WALL. 6. 1/2" THICK POLY FOAM EXPANSION JOINT WITH 3. WATERPROOF SAMPLE COLOR TO MATCH RAVING. -
5. ALIGN FACE OF WALL WITH PROPERTY • ALL MASONRY WALL COLOR WILL BE PLAN VIEW THIOKOL LATEX SEALANT BEAD AT TOP. REFER
A. MEDIUM, ROOM FINISH_I�VlSMOOTH A. MEDIUM BROOM FINISH W/DEEP SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. * R a �
LINE. GRAY. 10. #4 HORIZONTAL REBAR, TIE INTO ADJACENT WALL FOOTING. TO CONSTRUCTION PLAN FOR LOCATIONS. TROWELLED BANDS aCORE JOINTS 4. 12' POLY FOAM EXPANSION JOINT W/TEAR-AWAY �� Da
- ALL WALL HEIGHTS SHALL BE MEASURED NOTE: 11. DRYSTACK LEDGESTONE VENEER TO BE APPLIED TO SIDES VISIBLE TOP, SEE SPECS. .�
FROM HIGHEST ADJACENT GRADE. PILASTER FOOTING AND IRON WORK TO BE CONSTRUCTED FROM STREET. AVAILABLE FROM PATIO CONCRETE PRODUCTS, PAN
5. COMPACTED SUB -GRADE PER SOILS REPORT. F C
PER STANDARD PROTO II CONSTRUCTION. ALL WALL HEIGHTS MIKE BROOKS, (909)947-0028. COLOR TO BE CHARDONNAY.
SHALL BE MEASURED FROM HIGHEST ADJACENT GRADE.
12. FILL MORTAR LEVEL TO TOP OF WALL CAP. ats masi I I I ains
FMASONRY WALL 12 SQ. PRECISION PILASTER wl VENEERCONCRETE WALKWAY BROOM FINISH CONCR��'ECONCRETE SCORE JOINTS
SPLIT - _
SCALE: N.T.S. SCALE: N.T.S. SCALE'. N.T.S. SCALE: N.T.S. SCALE: N.T.S. W
II o
2"x2" SQ. 12 GA. TUBULAR STEEL GATE FRAME w/ CORNERS MITERED, WELDED & GROUND SMOOTH. [' ) a,
ON
LEGEND:v
2. 1/2" SQ. 16 GA. TUBULAR STEEL FENCE PICKETS @ 4" O.C. MAX. TYPICAL (4" CLR. MAX. OPENING
U
R 1. 1"x2" SO. 12 GA. TUBULAR STEEL, TOP 8 ALLOWED BY CODE). �•
ELEVATION % PLAN VIEW BOTTOM RAILS LAY ON EDGE.
3. 2" SQ. 12 GA. TUBULAR STEEL POST SET IN 24" DEEP X 12" SO. CONCRETE FOOTING. CONCRETE SOLID
2
2. 112" SQ. 16 GA. TUBULAR STEEL FENCE POST VOID. 4
MATCH TO ADJACENT � ,.--. � PICKETS @ 4" O.C. MAX. TYPICAL. (4"CLR. SEE ENLARGEMENT 6�.
FENCE OR WALL •y ��� MAX. OPENING ALLOWED BY CODE.) ELEVATION _ _ ` e 4. 24" DEEP X 12" SQ. CONCRETE FOOTING. FOOTING SHALL ACHIEVE 2500 PSI Q END OF 28 DAYS. CROWN 3
��
t 131-011 131-011 TOP 1" AS SHOWN TO DRAIN. t":
3. 2 SQ. 12 GA. TUBULAR STEEL FENCE POST „ -�+
' @ 6'-0" O.C. MAX. 5. HINGE ASSEMBLY. INSERT 1 DIA. STEEL ROD THROUGH 2 SQ. GATE FRAME AND WELD SECURE WITH 3 2 12 10 �,
` - ! 1/2" EXTENSION AT TOP AND 1 1l2" EXTENSION AT BOTTOM. ATTACH HEAVY DUTY 114" THICK BALL- V
4. UNDISTURBED OR RECOMPAGTED BEARING HINGES TO ROD AND WELD HINGES TO 2X2 POST.
2 SUBGRADE PER STRUCT. SOILS REPORT.
6. FINISH GRADE. < O I
11 x V w
5. CONCRETE FOOTING. FOOTING SHALL v ell
WR8WiOMIT
ACHIEVE 2000 PSI END OF 28 DAYS. ao O
CROWN TOP 1,AS SHOWN TO DRAIN. 1
in 8. WROUGHT IRON FENCE PER DETAIL F, SHEET. Q w
1
a o
3 9, 314" DIA. SOLID STEEL RETRACTABLE LOCKING DEADMAN POST.
15 5
NOTE: 10. 1/4" THICK, 2" WIDE X 6" LONG LOCKABLE HINGE PLATE WITH SLOT CUT OUT IN CENTER TO FIT OVER 11.1,
LATCH. WELD TO DEADMAN. LEGEND: .�.}�cj
ALL CONNECTIONS TO BE CONTINUOUS V cj
WELDED. REMOVE ALL SLAG & SPLATTER & `x�AKLU 11. 3/8" DIA. HARDENED STEEL'U' SHAPED LOCK LATCH WELDED TO GATE FRAME. 1. POURED CONCRETE MOW STRIP WITH FINE BRUSH FINISH. r...l �.
GRIND ALL WELDS SMOOTH. ALL TUBING TO
HAVE ENDS WELDED CLOSED. PAINT STEEL 5 - _ _ g 12. 1" I.D. STEEL GUIDES/SLEEVES, 3 TOTAL, FOR LOCKING STEEL DEADMAN POST. 2. #3 REBAR CONTINUOUS SET @INID-DEPTH. V
WITH (1) COAT ZINC CHROMATE PRIMER
WITH �'' 0 �'' v �"� � � V
(2) COATS RUSTOLEUM (COLOR TO BE HUNTER 13, V DIA. X 4" LONG STEEL SLEEVE FOR DEADMAN POST, SET PLUMB IN CONCRETE FOOTING. 3. 112�� BULLNOSE (TYPICAL).
id GREEN . ALL WALL HEIGHTS SHALL BE 4. FINISH GRADE. ♦ x
MEASURED FROM HIGHEST ADJACENT GRADE. 14. 9 DIA. X12 DEER CONCRETE FOOTING, � 0 p•,
4 15. REMOVABLE LOCK PER FIRE DEPT. REQUIREMENTS,
5. 90°f° COMPACTED SUB -GRADE.
4 -
NOTE:
NOTE:
5 ALL CONNECTIONS TO BE CONTINUOUS WELDED. REMOVE ALL SLAG & SPLATTER AND GRIND ALL WELDS :' .,;..-.�. INSTALL CONTROL JOINTS @ 8'-0" O.C. MAX. SPACING AND AT ALL END
SMOOTH. ALL TUBING TO HAVE ENDS WELDED CLOSED. PAINT STEEL WITH (1) COAT ZINC CHROMATE PRIMER ::::; OF CURB RETURNS.
AND WITH (2) COATS RUSTOLEUM (COLOR TO BE HUNTER GREEN).
13 14 6
"
minasnalm
SQ.
WROUGHT IRON FENCE WROUGHT IRON CRASH GATE WROUGHT IRON CRASH LATE .I. CRASH LATE ENLARGEMENT MOWSTRIP
_
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. CD
PROTO II PERIMETER WALLS PROTO Il PERIMETER WALLS
TRACT# LOT# LENGTH(ET- PER, WALL HT. TRACT# l OT# LENGTH(FT.j PER. WALL HT.
14775-1 1 314.12 6'-0" 14775 14 35.47 6'-0"
14775-1 2 105.20 6'-0" 14775 24 104.07 6'-0"
r, 14775 25 65.67 6'-0"
14775-1 3 78.28 6 -0 14775 26 60.00 6'-0"
14775-1 4 61.00 6'-0" 14775 27 95.00 6'-0" (T
14775-1 5 61.00 6'-0" 14775 28 99.00 6'-0"
14775-1 6 61.00 6'-0" 14775 42 116.27 6'-0"
14775-1 7 116.31 61-011
14775 43 100.81 6'-0"
14775-1 23 60.00 6'-0" 14775 51 136.43 6'-0"
14775-1 24 60.00 6'-0" "
14775 52 101.46 6'-0
14775-1 25 60.00 6'-0" 14775 113 60.00 6'-0"
14775 114 13.80 6'-0"
14775-1 26 60.00 6'-0" 14775 1 116-87 6'-0"
14775-1 27 60.00 6'-0" 14775 2 61.00 6'-0"
14775-1 28 60.00 61
-0" 14775 3 61.00 6'-0"
TOTAL 1 15 6.91 14775 4 61.00 6'-0"
14775 5 61.00 6'-0"
14775 6 61.00 6'-0"
14775 7 61.00 6'-0"
14775 8 61.00 6'-0"
14775 9 61.00 6'-0" U)
14775 10 68.96 6'-0"
14775 11 129.14 6'-0"
14775 12 130.36 6'-0"
14775 13 122.95 6'-0"
0
TOTAL 2044.26
TR. #14775-1 PERIMETER WALLS TR. #14775 PERIMETER WALLS
_ •
SCALE: N.T.S. SCALE. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE.' N.T.S.
Z
A
A
A
A
N
SHEET NUMBER
r C=3
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �w'�
OF SHTS.
TRACT. #14775 AS SHOW
� �� .LANDSCAPE MAINTENANCE DISTRICT aiz rea �
c� BY: ,�aRo�Bv: •� ss !y �v�ca.t�o.: ■ s NUMBER
L��G�ltQ� DATE:
RWK �y ENGINEER RC.E 128 EXP. DATE 12fdihJ 99043-5
OF
CITY c F Ft' NTANA, CALIFORNIA
9/27/99
DRAWN BY: - SCALE:
KPF FORECAST @ NORTH MORNINGSIDE SC SHOWN
- TRACT. >�� �7�� ASSHOWN
HOW
Df�sslanl� $Y: LANDSCAPE MAINTENANCE
DISTRICT
DATE:
KP F
��
�r�7r��
CHECFCEJD BY:
_
APPF4OIIER� CiY:
aATE:
DWG. NO.:
RW�c
GfTY ENGINEER R.G.E. 25126 EXP. SATE 12�311J
9�04�-�
N
SHEET NUMBER
r C=3
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �w'�
OF SHTS.
TRACT. #14775 AS SHOW
� �� .LANDSCAPE MAINTENANCE DISTRICT aiz rea �
c� BY: ,�aRo�Bv: •� ss !y �v�ca.t�o.: ■ s NUMBER
L��G�ltQ� DATE:
RWK �y ENGINEER RC.E 128 EXP. DATE 12fdihJ 99043-5
OF
CITY c F Ft' NTANA, CALIFORNIA
9/27/99
DRAWN BY: - SCALE:
KPF FORECAST @ NORTH MORNINGSIDE SC SHOWN
- TRACT. >�� �7�� ASSHOWN
HOW
Df�sslanl� $Y: LANDSCAPE MAINTENANCE