HomeMy WebLinkAbout3555-6rm
�1 48" SQ. ENTRY PILASTER PER DETAIL 2, 0 30 TUBULAR STEEL VEHICULAR11 2x3 TUBULAR STEEL HORIZONTAL NOTE: 57" SQ.
SHEET L-5 GATE FRAME W/HEAVY DUTY RAIL ALL FENCING MEMBERS TO BE TUBULAR STEEL W/ ALL
O40" SQ. ENTRY PILASTER PER DETAIL 3, HINGES. TYPE AND QUANTITY AS 12 3/4" SQ. TUBULAR STEEL CONNECTIONS WELDED AND GROUND SMOOTH. ALL FENCING
SHEET L-5 REQUIRED. PICKETS ® 4" O.C. MEMBERS TO BE PRIMED AND PAINTED W/ (2) COATS OF RUST 1
�3 ENTRY WALL PER DETAIL 5, SHEET L-5 r�7 4x3 TUBULAR STEEL BOTTOM 13 12" RADIUS DECORATIVE STEEL INHIBITING PAINT RUSTOLEUM OR EQUAL FOLLOWING FINAL
ASSEMBLY. PAINT COLOR TO BE SELECTED BY LANDSCAPE
RAIL. PLATE ON FRONT SIDE ONLY FOR�E.�
4 6" SQ. STEEL GATE POST W/ 8 2x3 VERTICAL TUBULAR LOGO (BY OTHERS) ARCHITECT. FENCE CONTRACTOR TO COORDINATE WITH , 4 ; ,�� 6"
R. ENG. O STEEL MEMBER MASONRY, ELECTRICAL AND SECURITY CONTRACTORS PRIOR TO
CONCRETE FOOTING PER ST
14 W.I. GATE -SEE DETAIL THIS CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS
0 24"SQ. ENTRY PILASTER PER DETAIL 4, SHEET FOR APPROVAL.
SHEET L-5 O OPEN 15 DECORATIVE LIGHT -(TO BE SELECTED)
4
DECORATIVE CROSS OF 3 " (2) PER PILASTER - 4 TOTAL 7 ARCH WALL 1 1 /2 1 1/2
10 / 1 L5 SECTION) TYP.
1 3' 2'-2" TUBULAR STEEL W/MEDALLION 2'-2°° 3'
AT MIDDLE
7 GATE ARCHWAY L5 E 4
S CTION
14
2 2 O 48" SQ. ° ...
3 FOAM CAP FORMED IN DIMENSIONS A.
/
SHOWN W SMOOTH STUCCO FINISH.
N COLOR TO MATCH PRECAST CONCRETE
1
i� PILASTER CAP ON 40" SQ. PILASTER
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5
13 - SEE DETAIL 3, SHT. L-5
11 12 3 5
8816 SPLIT FACE BLOCK
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EQ 2'-10" 6 CONSTRUCTION TO FORM 48" SQ
Otoo
I 6 PILASTER PER • . • 6
4
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3 STEEL REINFORCEMENT
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cv is N STRUCTURAL ENG.
b T.C.
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6x6x16 PRECISION BLOCK
r20CONSTRUCTION. SINGLE ROW. - 6
3
0
C14 0 � � CONCRETE FOOTING PER STR. ENG.
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LO LO F. G. 6 6” SQ. TUBULAR STEEL ENTRY GATE .. •
fti,.,; ., :._:.,;;•:_,. POST IN CONCRETE FOOTING. SIZE N
® � ® 12
OF FOOTING PER STR. ENG.
Mj r -s ,. NOTE: 1. • .: .. °.
STEEL REINFORCEMENT AND FOOTING v
7 10 g g PER STRUCTURAL ENGINEER.
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10'-6" 10 10'-6" 6" 2' 2 6 10 —6 10,-6" 5 12 ° °° e
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zym 0�� cow a�� PER STRUCTURAL ENG.
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2 i 1/4 1
4811 SQ. ENTRY PILASTER
I KNOX AVENUE ENTRY ELEVATION
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1 1
30" X 54"
4 `
a 4
6" 2 2„
OPRE CAST CONCRETE PILASTER 2O
CAP 1
` ICK CRETE E31 PC9*1
' QUICK
1 rz (909) 737-6240 1" 1
O PRE -CAST CONCRETE PILASTER CAP.O ` .. 7!! „ „ I-•-1 1/2" 6»
QUICK CRETE -E44PC 2 ~ ~
Q #Q O 8x8x16 SPLIT -FACED BLOCK 1
=h O 8x8x16 SPLIT -FACED BLOCK; 1
909 737-6240 0 2 (2 SIDED) 1
O
( ) �•• � ••'•••• �'• "•"'• �•�• •'•• •'' CONSTRUCTION TO FORM 24 SQ. I ....
„ _ REBAR PER STR. ENG. '► 4
PILASTER. - 1 1 2
O 8x8x16 SPLIT FACE BLOCK 40 SQ.:. 1 1 /2
CONSTRUCTION TO FORM 4O" SQ._ U3 STEEL REINFORCEMENT PER _ I "2) PRECAST CONCRETE WALL 2
PILASTER - o STRUCTURAL ENG. o CAP - #Q-K9SWC by 2 1 1/2
" "
O3 STEEL REINFORCEMENT PER :. o .'' ,..24 .Q :'. i o : t QUICK CRETE (909) 0 11/2
STRUCTURAL ENG. O 6x6x16 PRECISION BLOCK CONSTRUCTION. 00 _ 737-7032
O 6x6x16 PRECISION BLOCK o SINGLE ROW. ® o
3 CONCRETE FOOTING PER CAP ENLARGEMENT :.:x..4..•
CONSTRUCTION. SINGLE ROW. 5 CUT PRE -CAST CONCRETE WALL CAP 2 CO ;•:. O STIR. ENG
00
O INTO 2 EQUAL PIECES. MORTAR THE CUT N - N
O CUT PRE CAST CONCRETE WALL CAP 2O I I
INTO 2 EQUAL PIECES. MORTAR THE PIECES TO 6x6x16 PRECISION BLOCK 01 FOAM CAP FORMED IN DIMENSIONS
CUT PIECES TO 6x6x16 PRECISION ROW. MITER ® 4 CORNERS. QUICK CRETE SHOWN W/ SMOOTH STUCCO FINISH.
BLOCK ROW. MITER CSD 4 CORNERS. 2 #Q-P12SWC (909) 737-6240 COLOR TO MATCH PRECAST CONCRETE
QUICK CRETE #Q-P12SWC 3 - 6
• .. .. 6 CONCRETE FOOTING PER STR. ENG. ,• PILASTER CAP ON 24" SQ. PILASTER
(909) 737-6240 O SEE DETAIL 4, SHT. L-5
• '• 6 MIN. 2
x8x16 SPLIT—FACED BLOCK
1
3
3 ..
6 CONCRETE FOOTING PER STR. ENG. O 6
O • .. • . e CONSTRUCTION TO FORM 24 SQ.
F.G.
F. G. :'. T.C. v• PILASTER.Ld
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Z ° O STEEL REINFORCEMENT PER F.G. T.C.
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' .. NOTE: STRUCTURAL ENG. .., ..
STEEL REINFORCEMENT AND FOOTING PER �4 6x6x16 PRECISION BLOCK CONSTRUCTION.
_ 12" MIN. STRUCTURAL ENGINEER. 12" MIN. _ 3 SINGLE ROW.
/E
a
NOTE: 4° O CONCRETE FOOTING PER STR. ENG. : • 12' IN.
STEEL REINFORCEMENT AND FOOTING `
PER STRUCTURAL ENGINEER. : °° e' :. a. d ° d° e 1PR PER STR. O6 6"SQ. TUBULAR STEEL ENTRY GATE o as
PER a STR. ENG. POST IN CONCRETE FOOTING. SIZE STR
v a v ' OF FOOTING PER STR. ENG. v '
STR. ENG. 6 a ENG. s
a ° Qv a e 4v ENG.
67T7NOTE:
iL STEEL REINFORCEMENT AND FOOTING PER
PER STRUCTURAL ENG. PER STR. ENG. STRUCTURAL ENGINEER. PER STR. ENG.
11 It 11
3 40°' SQ. ENTRY PILASTER4 24 SQ. ENTRY PILASTER S ENTRY WA L 24 48 ENTRY PILASTER
30
on IIS,
i 1 I
2 2
-o 0
3 }, 3 2" SQ. TUBULAR STEEL GATE
FRAME (TYP.)
' 0 STUCCO ARCHWAY
1" 1 1i" 1,i" CONSTRUCTION & ENGINEERING PER OiSTEEL PLATE TO FILL VOID W/
co a STR. ENG. PROVIDE SMOOTH STUCCO
• :. _IY� �-■ ZTJ FINISH. COLOR TO BE DETERMINED 1O DECORATIVE CROSS OF 1/2" SQ.
,.� TUBULAR STEEL W/ MEDALLION
' „ 2 PRECAST CONCRETE CAP
2
• : 2" O Q-M30SWC BY QUICKCRETE AT MIDDLE (BOTH SIDES)
:•a ' _ (909)737-6240 i�3 'ii2"SQ. TUBULAR STEEL SIDE LIGHT
6 FRAME (TYP.)
::• O PRECAST REVEAL (2 PIECES -CONT.)
4.
CLP -12-48 BY CALIFORNIA PRECAST, INC. 40 1" WIDE x 1/8" THICK METAL STRAP
619)443-3863 _ ' WELDED IN A PATTERN AS SHOWN
005
e 5 5 8 S .TUBULAR STEEL PICKETS
. •. .:,n. L• I•......;.••:: -. •.': 'I � • O 12x8x16 SPLITFACE BLOCK (1 SIDE ONLY) � O i / Q „
d'
�— � • I• .I... .. •., • I• I GROUT FILL ALL CELLS. REBAR I EQUALLY SPACED (4 O.C. MAX.)
• • PER STR. ENG.
" rJ6 '6" WIDE x 1 1/2" THICK SMOOTH
•' .' I I' i' 'i O ARCHWAY SUPPORT `I I STUCCO 'REVEAL. STUCCO COLOR TO
TYPE & SIZE PER STR. ENG. BE SELECTED.
W/SMOOTH STUCCO FINISH. COLOR g I 7Oi (3) SELF CLOSING GATE HINGES
CO TO BE SELECTED
CONCRETE PAVING _
3 8O KEYED (BOTH SIDES) LOCK WITH LEVER
i • I i' 'I 'n !TYPE HARDWARE WITH A MAXIMUM
CONCRETE FOOTING PER STR. ENG.
• I I i� OPERATING EFFORT OF 8.5 LBS.
�:•:• pl�� I . I': • • ' • • •'i• i �9 ',CONCRETE PAVING
F.G. I •I ° ' I ::I 6 2 10 ARCH WALL DETAIL 7, SHEET L-5
NOTE:
I :I I :'I " • ;� ALL! FENCING MEMBERS TO BE TUBULAR j
_ STEEL W/ ALL CONNECTIONS WELDED AND
Z y GROUND SMOOTH. ALL FENCING MEMBERS TO
•• a '.'• :o. • .
BE PRIMED AND PAINTED W/ (2) COATS OF
' .a •. g RUST INHIBITING PAINT (RUSTOLEUM OR
z eq eq
it w w . • .., •: 7 EQUAL) FOLLOWING FINAL ASSEMBLY. PAINT
a 7 :' .. a COLOR TO BE SELECTED BY LANDSCAPE `pN®scw,, AA,,
IT
12 3 ARCHITECT. FENCE CONTRACTOR TO �,o a� PuiH F ��c CITY ®� ® T 1
Trr - 5, 12" „ COORDINATE WITH MASONRY, ELECTRICAL�ba y.
6 typ. AND SECURITY CONTRACTORS PRIOR TO �` 2782 �' LANDSCAPE PLANS
PER STR. STR. 5 CONSTRUCTION. CONTRACTOR TO SUBMIT ar
* OWN Err: S MIT A E AS SHOWN
ENG. ENG. SHOP DRAWINGS FOR APPROVAL.
�* •�� \ CIMA
DESKM En DATE:
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C��n er: Arwtav® er+ • . . Dwc. No.: 6
7 ARCH WALL ARCHWAY SECTION. ENTRY GATE -/ 3555
MY ENGINEER RC.E 31152 EXP. DATE 13
S I T e S C A P E S
Landscape Architecture
and Planning
3195 B Airport Loop Dr.
Costa Mesa, CA. 92626
Richard Polhamus, License CA—;2782
(949) 644-9370 (714) 210-3140 FAX
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