HomeMy WebLinkAbout3459-344" SQ.
YT C K 1
•
SIDEWALK PER C.E. PLANS 4 • ® • ® 0 •® 8 1
5 ®®RE RD
• • 1�. ' ® 6 16
(TYP-) \.
,
PRE -CAST CONCRETE PILASTER CAP.O
QUICK CRETE '•.��� • ' (909) 737-6240
•. '•
stJ, t
O 8x8x16 SPLIT -FACED BLOCK,
:r O2 8x8xl6 SPLIT FACE BLOCK _ 40" SQ.'
— - - - - - - DIRECTO Y BY OTHERS _ _- _ - - - - REBAREPER STR. ENG. O
CONSTRUCTION TO FORM 40" SQ. O
ALIGN FACE @BACK _ _ _ - - - =T- o PILASTER _
I \ 1
I I O PRECAST CONCRETE WALL O STEEL REINFORCEMENT PER
--- PA OF CURB / -�� STRUCTURAL ENG. ..".
1 -------- �_ __ - � Q 131313 � . ' ' � �_----- �,� \•\\ ,,; o CAP #Q-K9SWC by O '.. • ..
2 �.
t I __ _ QUICK CRETE (909) 4 0
- _ O 6x6x16 PRECISION BLOCK ry I
13
737-7032 CONSTRUCTION. SINGLE ROW. o
\ a—
x I O CUT PRE -CAST CONCRETE WALL CAP
•� __- , 6: s \ 3O CONCRETE FOOTING PER
\�, \ ® LO STR. ENG. INTO 2 EQUAL PIECES. MORTAR THE
, .� '
CUT PIECES TO 6x6x16 PRECISION
13
4,-1/ ��� ----- - . .
� , o `�' � _ ,3 I �� e '�'° 'mss BLOCK ROW. MITER ®4 CORNERS.
a' D
� �,�;1;� 1►��`/ i x � � ' ® PA v�U�w •�' QUICK CRETE #Q-P12SWC . ••:. .. •
(909) 737-6240 2
® - - ® - - :. �Q �� _ 6 CONCRETE FOOTING PER STR. ENG. 3 :;
® ,�o ,
PERIMETER WALL PER '
4 ® l05 1 5ti`� C.E. PLANS (TYP.) 6" MIN. F. .' T.C.
cr-
(n W v. n
It
�'�6 q�s9 13 13 ° °' _ 12 MIN.
13 I ( o
6r 'S? NOTE: °
} a • 13
13 13 _ _ _ _ '' 3 STEEL REINFORCEMENT AND FOOTING
4 24" S PILASTER o . 1 PER STRUCTURAL ENGINEER. : °° .. °' a. a
�_2(7 TOTAL) c
° ' �° PER
A PER STR. °. STR. ENG.
2 ENTRY WALL x p ® I PAD ELEV. ENG. 6
•a
® '; .rte 52.80
L-2 (TYP.) �'o, `'� °'o, .�
® tk���
I • � 13 'S
I PER STRUCTURAL ENG.
5 ENTRY ELEVATION 13
I
L-2 I+
' \\ \r 13 13 13
° i ENTRY WALL 3 40" So. ENTRY PILASTER
PAD ELEV. !
49.90, PA 3Ll I i
31" SQ.
1 \ PA 1
�C� h 5��� ---�; h 4 ,, .... ' „ 8" GRADING NOTES
1 ��� G x PA^� 4S o I \ 1 �o°•� 5 • • • 6 16
5 " ti t 1. ALL DRAINS AND CATCH BASINS AVAILABLE FROM:
S` p� N PA ��'� rj'�� �`�4'�'L rr NDS - NATIONAL DIVERSIFIED SALES (800) 726-1944.
x { ^ �'?� M M _ _ `� �t ° 6 2. PITCH ALL WALKS @ I% CROSS SLOPE. ALL PAVING TO DRAIN AWAY FROM
l j•.• PRE -CAST 2 BUILDING/WALLS TOWARDS THE STREET OR DRAINAGE SWALE.
C.F.D. LIMIT OF WORK ••" N I •• •• O CAP QUICKCRETECONCRETE Q PILASTER
PC , .
j Q ® I ® (t # 3. DRAINAGE GRADIENT ON CONCRETE PAVING SHALL BE A MINIMUM OF 1%
® Q : ® M �� (909) 737-6240 \ 1 " (UNLESS OTHERWISE NOTED). DRAINAGE GRADIENT IN PLANTING AREAS
H.O.A. LIMIT OF WORK p x x9 x! s9 gyp,• SHALL BE A MINIMUM OF 2% (UNLESS OTHERWISE NOTED).
A! -MIA 44
8x8x16 SPLIT -FACED BLOCK
r� O 4. VERIFY EXISTING GRADES AND CIVIL ENGINEERING PLANS PRIOR TO
CONSTRUCTION TO FORM 24 SQ. 2 CONSTRUCTION. NOTIFY OWNER IF ANY DISCREPANCIES EXIST BEFORE
I o i h PA 4' i PILASTER. COMMENCING WITH GRADING.
5. PROJECT WALKS NO TO EXCEED A SLOPE OF 12.5:1 OR 8% GRADIENT FOR
3 40" S ENTRY PILASTER i �'� 4
_2 (2 TOTAL) �'�, �, : a .. \ I O3 STEEL REINFORCEMENT PER
p ~ � ' e STRUCTURAL ENG. '. o HANDICAPPED ACCESS
i 6. HOLD FINISH GRADE 1 1/2" BELOW FINISH SURFACE OF SIDEWALK.
4 6x6x16 PRECISION BLOCK CONSTRUCTION. 00
SINGLE ROW. � 7. ALL MATERIAL AND WORKMANSHIP IS TO CONFORM TO GOVERNING CODES
p AND ORDINANCES.
CUT PRE -CAST CONCRET- WALL CAP 2O 8. SLOPE IN LAWN AREAS SHALL NOT EXCEED 3:1.
_ - 4 INTO 2 EQUAL PIECES. MORTAR THE CUT N ,
4. - I 9. PROVIDE UNDER WALK DRAINS AT ALL WALK AREAS WHEN THEY ARE IN
c _ ---_________-_- E 6x6x16 PRECISION BLOCK co ALIGNMENT WITHDRAINAGE AL
PIEC S TO
ROW. MITER 0 4 CORNERS. QUICK CRETE „ GNM W TSW ES
4 #Q-P12SWC (909) 737-6240
3 10. CONTRACTOR SHALL INSTALL ABS DRAIN LINE CLEAN OUTS AT 75 O.C.
CONCRETE FOOTING PER STR. ENG.
- _ 11. CONNECT ALL CATCH BASINS AND AREAS AS NOTED ON PLANS.
...
�- F.G. T.C. GRADING LEGEND
1 O
S' S' SYMBOL DESCRIPTION
O 5 5 ib -b ' O NOTE. TG TOP OF GRATE
STEEL REINFORCEMENT AND FOOTING PER
,� o STRUCTURAL ENGINEER. ° 12" MIN. INV. EL FINISH GRADE TION
O44,IL FS
2 3 TC TOP I OF SURFACE CE
TW TOP OF WALL
. ...... AR 4 a STR. TF TOP OF FOOTING
6 4 ' . °' HP HIGH POINT
d a ° ° ° ENG. LP LOW POINT
FL FLOW LINE
IINOIIIP�111 11 11 TS TOP OF STEP
PER STR. ENG. BS BOTTOM OF STEP
TR TOP OF FENCE RAIL
WL WATER LEVEL
TP TOP OF PILASTER
- 1t_ t_ it 4 24 �� SQ. ENTRY PILASTER �' SPOT ELEVATION AS NOTED ON CIVIL PLANS
1 LYTLE CREEK ROAD ENTRY ENLARGEMENT PLAN VIEW SCALE 1 loo PROPOSED GRADE ELEVATION
�— — — _ � UNDERWALK DRAIN
less SWALE CENTER LINE
O1 40" SQ. ENTRY PILASTER PER DETAIL 7O 2 1/2"x 4 TUBULAR STEEL BOTTOM RAIL. O5 KEYED (BOTH SIDES) LOCK WITH LEVER HARDSCAPE FLOW DIRECTION
3 SHEET L-2 TYPE HARDWARE WITH A MAXIMUM GRADE BREAK
O 24" SQ. ENTRY PILASTER PER DETAIL
48 2x2 VERTICAL TUBULAR STEEL MEMBER OPERATING EFFORT OF 8.5 LBS. ® 6" ATRIUM DRAIN NDS 80 gn & 6" SPEE-D-BASIN
4, SHEET L-3 16 ® 7" SQUARE GRATE NDS 772 gn & 6" SPEE-D-BASIN
9 STEEL LOWER PLATE ®VERTICAL Q 2" SQ. TUBULAR STEEL FRAME 0 ` 6" ROUND GRATE NDS 40 gn & 6" SPEE-D-BASIN
O ENTRY WALL PER DETAIL 2, SHEET O CENTER LINE OF GATE TO FILL VOID PILASTER. ATTACH WITH (3) 1/2- DIA. 0 4" BRASS DECK DRAIN NDS -910B
O GATE POST EMBEDDED IN ENTRY LAG BOLTS IN LEAD SHIELDS. MICRO DRAIN CHANNEL NDS 8002
1�0 DECORATIVE CROSS OF 3/4" TUBULAR 17 STEEL GRILL R-40. HEXAGON 1/4" OPENINGS. 111111111�1���1���� i 3" ABS DRAIN PIPE
PILASTER PER STRUCTURAL ENGINEER STEEL W/MEDALLION AT MIDDLE - BOTH �■■■■■■■■■■■■� 3" CORRUGATED DRAIN PIPE WRAPPED WITH FILTER FABRIC
SIDES OF LOWER PLATE SANDWICH BETWEEN VERTICAL, PICKETS AND NOTE: ALL FENCING MEMBERS TO BE TUBULAR STEEL W/ ALL CIVIL DRAIN LINE SHOWN FOR REFERENCE ONLY
O5 GATE VERTICAL FLAT BAR. FLAT BAR TO ALIGN CONNECTIONS WELDED AND GROUND SMOOTH. ALL FENCING
MOTOR 11 2x3 TUBULAR STEEL HORIZONTAL RAIL WITH PICKETS. MEMBERS TO BE PRIMED AND PAINTED W/ (2) COATS OF RUST
O 2 1/2"x 2 1/2" TUBULAR STEEL VEHICULAR " w " INHIBITING PAINT (RUSTOLEUM OR EQUAL) FOLLOWING FINAL
GATE FRAME W/HEAVY DUTY HINGES. TYPE O 3/4 SQ. TUBULAR STEEL PICKETS ®4 O.C. 18 5/8 SQ. TUBULAR STEEL FENCE ASSEMBLY. PAINT COLOR TO BE SELECTED BY LANDSCAPE
AND QUANTITY AS REQUIRED. w "LOGO"
PICKETS ®4 O.C. ARCHITECT. FENCE CONTRACTOR TO COORDINATE WITH
O3 12 RADIUS DECORATIVE STEEL; LOGO PLATE. 19 5' WIDE CONCRETE SIDEWALK MASONRY, ELECTRICAL AND SECURITY CONTRACTORS PRIOR TO SHEET K E Y
O4 2" SQ. TUBULAR STEEL GATE ®0 SLOPE TOP OF WALL TO MATCH CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR
1 2'-2" 2'-2" & FENCE FRAME SLOPE CONDITION (TYP.) APPROVAL. LYTLE CREEK ROAD �.
2 2 6 CE 1 „.
3'-6" 2'
6 2 2
20 I 13 I 20
2 12 3
1 4 11
18 17 14 16 16 14 17 2
' 4 � 1 3 G�
5'-6~
8' KNOX AVENUE
I 6 I
r 15
12" RET.
:1 I -
3 O p ® •®®.• ®p®■ U r i
6 9 MAX
I .
!. .
I I I 6 8 10 5 5 8 9 7 5 19
9
EQ EQ 3' 2'
2' 3' 15 2' 2' 12"
6'-3" 40" x m f17' x m „'-6" 'm f17' 40" 6' ��Eopa �Op �Npf 40 CITY OF FONTANA
le Ass
0° ~ �' c LANDSCAPE PLANS
a � Z Q � z � Z � �`' � 2782 �°,r y�r
mU 0 U U U U ti n _
3 o a3 o a o Q �_ °�'"" �" LYTLE CREEK ROAD 0 MUM AS SHOWN
3`4 •� �Q DDWED er. DINE
�04a�>E
�F CA O 7
CH� .Y: �� eY: oraE'! -O am Na.: 3
S LYTLE CREEK ROAD - ENTRY ELEVATION
aTr aWEER RC.F- a»at oma. OM 3459 1
I I T Ie 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
n
W
o
W H �
0 Q
ocaU���w
+
00
00 U
O Q
E -i
F --i
(% W
Ztu
H
H
Z z
0 Q
0 H
0
? U
� W
rO
V
DYM
CHK
DATE 6/11/03
"OB # 03-017
L2
of 10
00
r -_q
E-1
o
0"s'--+
I`
.
Cis
Cd
. ,..I
D1
W
a0
O
.42
00
�
o
�Uo
01
o
o
Z
CC3
1�
1�
U
F --i
(% W
Ztu
H
H
Z z
0 Q
0 H
0
? U
� W
rO
V
DYM
CHK
DATE 6/11/03
"OB # 03-017
L2
of 10
3/9/2004