HomeMy WebLinkAbout2089-32i
ca NOTES
1 2 3 ALL WORK THIS SHEET TO BE INCLUDED IN BID SCHEDULE No. 4
!N THE WALL TREATMENTS DESCRIBED HEREIN ARE CURRENTLY
NOTAPPRO
OX15,K I& 'AN&F-LI SIERRA* AVENUE
ZZI 6?LITFA6f!- A0
I-
7 10 b.. . f 70
/0 1 ca C)o "'r. 0 - '. .. -
MAN V1r_W 10
0*
F-LEVATION 0 V F AV. 6 4
(#
LEGEND:
3 y TO Pl.A.
1 CONCRETE PAVING - REFER TO CONSTRUCTION PLAN FOR
00
0 COLOR AND FINISH.
2T 2. #3 BAR AT 18"O.C. EACH WAY
3. FINISH GRADE P.A.
j 4. COMPACTED SUBGRADE PER SOIL -ENGINEER'S REPORT LIJ 19
NOTES:
Uj
A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING a 7
<I LEGEND:
P.A.
ARE SHOWN FORBID PURPOSES ONLY. VERIFY REQUIREMENTS.
OF THE SOILS REPORT AND COMPLY.
1. COMPACTED SUBGRADE PER SOILS ENGINEER.
0
B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS.
2. CONCRETE FOOTING AND STEEL REINFORCEMENT PER
5t!C1_T10m STRUCTURAL ENGINEER.
3. CONCRETE STEP, FINISH PER PLAN
4. 1/2" TOOLED RADIUS
V
LEGEND:
-011
5. EXPANSION JOINT PER DETAIL D
���znCONCRETE PAVING PER DETAIL IC C CONCRETE PAVING 11/2 1
1 . COMPACT
ED SUBGRADE PER SOILS ENGINEER 7. 'MASONRY. PLATFORM. SEE PLAN
N
2 CONCRETE FOOTING AND STEEL REINFORCEMENT
vI� 1:z� t,�f
P.A.
PER STRUCTURAL ENGINEER
2
3. ANGELUS 8X8X1 6 SPLIT FACE BLOCK, COLOR & TEXTURE T.B.S.;
STANDARD AND BOND BEAM.UNITS AS REQUIRED BY
-"OPP'
STRUCTURAL'STEEL, 6' RADIUS UNITS AT CURVES.
1 0 CONSTRUCTION LEGEND 40
GROUT ALL CELLS. ANGELUS: 213-924-7837 (615-r 14 -5/A -TION) F SIGN WALL #1 STAIR' SAN eEfflA80N.Q_EI3EEW&
w
4. GROUT CENTRAL CHANNEL
A. CONCRETE CURB/ GUTTER, N.I.C.
5. MORTAR, CONCAVE JOINTS
6. SOL -ID C�417 'AH&E x Ox IC
JI t B. H/C/ RAMP, N.I.C.
_Z? -0
LI 4 CONTROL JOINT
7. WATERPROOFING C. FIRE PLUG, N.I.C.
SLOVER AVENUE
8. 4 1 5 6 D. CONCRETE WALKWAY, N.I.C.
f
F. TRAFFIC SIGNAL CONTROL BOX
WEEP HOLES 32" O.C. (OMIT GROUT JOINT) JL E. MOWSTRIP, N.I.C.
9. COARSE GRAVEL IN FILTER FABRIC WRAP zz
10. FINISH GRADE z _T
51 Uj CONSTRUCT MASONRY WALL
tF
:11j
45 D
2. CONSTRUCT MASONR LATFORM
NOTE: I it L& :z
XPANSION JOINT :w
3. -eONSTRUCT CONGRETEASTA413
/0- Z�z " a a :1�z
6 -6
A. COURSING PATTERN TO MATCH ARCHITECTURE (e SAWA
5 4. GONSTRUGT GONGRETE PAVING
2
Al I
4-0 5. 5TAtL-E1_-X` ANSIGN J04NTS-
7 z
7IN cc '111
9 : ;cE
-A C_ > w a ::<
1211 6.. INSTALL POTTERY, T.B.S -
7. INSTALL SIGN LIGHTING
COLD JOINT 0 8. INSTALL WELL UPLIGH-1-
.If 1-011
MASONRY WALL MATERIAL/FINISH SCHEDULE
LEGEND:
INTEGAAL COLOR CONCRETE, T.B.S., SCOFIELD # ---------
AV E N U E
`IIIIIIIIIIII� # MEDIUM -RETARDANT FINISH
1. 1/8" RADIUS EDGE N
2. PAVING FINISH SURFACE PER PLAN INDEX MWP� INTEGRAL COLOR CONCRETE, T.B.�., SCOFIELD # ---------
3. JOINT FILLER PER SPECIFICATIONS C
No Scale _2 LIGHT SANDBLAST FINISH
4. BACKER ROD PER SPECIFICATIONS
LEGEND:
5. TWO-PART POLYURETHANE SEALANT,
NATURAL GREY CONCRETE,
LIGHT SANDBLAST FINISH
PER SPECIFICATIONS
1 COMPACTED SUBGRADE PER SO ENGINEER.
.6. 1/2" DIA. X 12" LONG STEEL DOWEL @
2. CONCRETE FOOTING DEPTH STEEL REINFORCEMENT
PER STRUCTURAL ENGINE 24" O.C., PAPER WRAP ONE END
A.-
3. CONCRETE STAIR, FINIS ER PLAN. A WALL. #3 GRADING CONSTtmi ION PLAN 1 20
4. 1/2" TOOLED RADIUS
5. CONCRETE PAVIN AND, FINISH PER PLAN.
NOTES Q
6. REBAR
7. EXPANSION NT ER D TAI'L D
A. LOCATE JOINTS PER SPECIFICATIONS
8. CONCRET,. VING PER DETAIL C UNLESS OTHERWISE INDICATED ON PLAN 0
I V1114 9. MASON, WALL, SEE PLAN
B. SEEALANT COLOR TO MATCH ADJACENT
PAVING
17 _77
0
_67
-off 3/4" IF PAVING < 4" THICK
G SIGNALL #2- STAIR
1" IF PAVING > 4"THICK-
D CONCRETE JOINTS NTS
2
3
0
f7 4
14
M 116
_0I .............. -Dike Partnership
The
LUU 009 r Landscape Architecture
LEGEND:
0 Urban Design
0
COMPACTED SUBGRADE PER SOILS ENGINEER Site Planning
0 cc
2. CONCRETE FOOTING AND STEEL REINFORCEMENT One Venture, Suite 100
cc Irvine, California 92718-
PERSTRUCTURAL ENGINEER Uj 714 753 1779
CL
3. ANGELUS 8X8X1 6 SPLIT FACE BLOCK, COLOR r Fax 714 753 1479
TEXTURE T.B.S. GROUT ALL C ELLS. ANGELUS: 213-924-7837
4. MORTAR, CONCAVE JOINTS 1066
UJI -
5. BACKFILL, COMPACTED
6. CAST -IN-PLACE CONCRETE'CAP, FINISH PER PLAN
7. -CONCRETE PAVING, SEE DETAIL C
8. EXPANSION JOINT, SEE'DETAIL'D L-30'5
9. FINISH GRADE, PER PLAN
1. KIM VERTICAL FLOODLIGHT #AFL -2, DARK BRONZE FINISH. REVISIONS ENGR'S. D" CITY DATE
I APPROVAL I I APPROVAL
LAMP PER ELECTRICAL ENGINEER KIM:818-968-5666
NOTE: 9.
KIM ARCHITECTURAL J -BOX, DARK BRONZE FINISH
1 8"DIA. P.V.C. PIPE CITY OF FONTANA, CALIFORNIA
A. COURSING PATTERN TO MATCH ARCHITECTURE 3. KIM STANCHION MOUNT FOR SINGLE FIXTURE, DARK BRONZE FINISH
2. GRAVEL SUMP
4. 10" DIA. CONCRLTE FOOTINQ,�SMOOTH TROWEL FINISH 3. CABLE TO FIXTURE PER LOCAL CODES
-I)i PUBLIC WORKS DEPARTMENT
NOTES: 4. CONCRETE COLLAR
-282-1116): DRAWN BY SCALE:
5. LOW VOLTAGE LIGHTING, BY LUMA (714
AP
SIGN WALL #3
A. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT, MODEL # GL-28"NEWPOR1
DESIGNED BY
T'= 20'
WIRING AND CIRCUITRY
6. GRATED CAP, 1"GRID MINIMUM
J, 1-3_
Ali
7. FINISH GRADE
- k�,�15X
B. VERIFY LOCATION WITH OWNER PRIOR TO
AND DETAILS
CHECKED BY E:
INSTALLATION
1-0 1 1/2.. 1 0 JOB NO. DR. NO. S HT. NO.
-PLATFORM H E'. HT
MASONRY SIGN. LIGHTING. WELL UPLIG 11/2 1 0 B WALL #3 ELEVATION 1 10' -W023 APPROVED
CITY ENGINEER R.C.E. 25126 32 OF