HomeMy WebLinkAbout3931-3l �
V
PAD ELEVATION 644.5
3 . b
i
i r
�t
4,
► ti'i -
i 1 PAD ELEVATION 643.9
l
oy
1'
Cy
b b �
% ® `S ' b kv
:y 4• 1 2% y b
k
�1 1
4.7%
' ,�, t;® iii lttttit ltttiiiit iii. Itti• tt- ® i.lttttt/ � bib' b�^ ® b�`^� `'
r r
Li It
i� iiso t® ilio ii• tip tt® � ® ® «.f{
� i• itlt�
i
X., G
(----_
20 fQ .._.
Li--- i 4.6% l
If
:yfa
PAD ELEVATION 637.3
i
I
f
4
PAD ELEVATION 636.1 ,
1) LYTLE C -R -EEK ROAD - ENTRY ENLARGEMENT - GRADING PLAN - 10 SCALE
URN PEDESTAL TO BE CMU
CONSTRUCTION W/ STUCCO FINISH
TO FORM A 24"x48" RECTANGULAR
BOX. GROUT FILL ALL CELLS. STEEL
REINFORCEMENT PER STIR. ENG.
POURED -IN-PLACE CONCRETE 2
CAP3
W/ () #3 REBAR @ 12"
BOTH WAYS. PROVIDE 1/4"
RADIUS @ ALL EDGES. SLOPE
TOP TO DRAIN.
3 CONCRETE FOOTING
#4 REBAR (2) @ TOP & BOTTOM
5 #3 REBAR @ 32" O.C. ALT BENDS
IN FOOTING.
6 DECORATIVE POT
01/2" SCH 40 PVC IRRIGATION
LINE -EXTEND THROUGH 2"
DRAIN LINE/ SLEEVE AND
PROVIDE FLEXIBLE DRIP EMITTER
TUBE AT END (SEE IRRIGATION GIN L-/-II-\U C.IVi CIV I
PLAN FOR SPEC.} N .T.S.
n COMPACTED SUBGRADE PER SOILS
v
REPORT
9 2" SCH 40 DRAIN LINE/SLEEVE
EXTEND MIN. OF 2" ABOVE BOTTOM r 6
OF POT. LOCATE SLEEVE @ CENTER j
OF POT. 1 1
0 TOP OF SOIL 1
2 � �
�
3" LAYER OF PEA SLOPE TOPS � T[] DRAIN - - - - - TD DRAINP
GRAVEL OVERFILTER
......
N FABRIC :>
FABRIC. RU .��.....t�:..
3.
OVER TOP OF DRAIN
LINE/SLEEVE ; !� :. 1
OPENING. •2 (TYP.) . ,
w '
2 EPDXY SEAL O :.
AROUND SLEEVE TO
SECURE POT AND
SEAL HOLE.
48"
Underground Service Alert
F0� FRONT ELEVATION
C Call: TOLL FREE
1-800
422-4133 24"X 48"POT SHE]
TWO WORKING DAYS BEFORE YOU DIG
T
I V
DRAINAGE
SYSTEM
2's
24'r
SIDE ELEVATION
r) A
JU AJ`t_
CONSTRUCTION SCHEDULE
0 Standard A/C Paving - Per Civil Eng,
(� Pour -In -Place concrete cap: Natural concrete color with light sand blast finish,
0 Stamped A.C.:
Field - "Ashlar Slate" pattern; color to be Slate.
Hands - Double or triple rows of "stacked" brick border, color to be Terracotta.
For curved section use "flexible stacked brick" #18-1-202.
- Stamps and colors by "Street Print" (888) 581-2299.
Decorative Pot:
�--► "Dorset Bowl" #ND1330 by Goodwin International (800) 600-3200. Plant each pot with (1) IS Gallon
Anigozanthos hybrid "Bush Ranger", (4) 4" pot Hedera helix "Variegated" & (4) 4" pot Vinca rosea.
Concrete sidewalk, horizontal & vertical control per C.E. plans. Finish: m d um broom.
0 3" layer of'Autum Gold decomposed granite. Available through Southwest Boulder & Stone (800)540-1147
� 4
l ' 0 '►
k 4 m
k
i
• ,• i f
at'
k a, OF POT
':► PILASTER
24" S PILASTER PER CIVIL
ENGINEERS PLANS
TURF
• PAD ELEVATION
' ENTRY GATES & WALLS
3 644.5 !
SEE ENTRY PLANS PREPARED
39 BY SITESCAPES
• i I �fr �i fir
s
►
4
PAD ELEVATION 643.9
LL_; _ r
LIJ
l QUA W P,4 1�fl} {' 1 _ , • , ►.. ,
21"
wo 1!
tI
SL
i
{f '- �■i ® iii ® ® ilii. ®® �
,�® �► Iii 1
W/or
2011
£{
--L j
21` 2Z'
UT 77771
' PA ;.
DIRECTORY ? EP_
BY OTHERS - �-- ' .. W • .. : ®' ,
1' : .' •.k _ ; .• ` PGT
y
PA
4PA
• _' /
777
�.' 20'-3 f
28x48 POT SHELF PAD ELEVATION 637.3
/ L-2 (2 TOTAL)
{ � OF POT
f PILASTER
I
• PERIMETER WALL PER C.E.
• , i WALL PLANS (TYP.)
' CONCRETE SIDEWALK PER
- C.E. PLANS' •
01
_: PAD ELEVATION 636.1 ,
2) LYTLE CREEK ROAD - ENTRY ENLARGEMENT - CONSTRUCTION PLAN
u
CONSTRUCTION NOTES
MASONRY NOTES
GRADING LEGEND
4 DGIDVOAD EASEMENT
C4 PPatF
1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to
1. All masonry blocks, bricks, veneer, etc. as well as other products and equipment shall be
SYMBOL DESCRIPTION
NOTE:
the attention of the owners representative,
fa
installed per manucturerec`s spcations and per industry standards.
SPOT ELEVATION AS NOTED
3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the
2. See grading plans for vertical control.
DESIGNED BY'
ON CIVIL PLAINS
�' SEE HOMEOWNERS ASSOCIATION LANDSCAPE PLANS
requirements of C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be
x
2. Concrete shall be machine mixed. Proportions to be 1:2 112: 3 1/2 by volume using a maximum of 7 gallons of water
CHECKED BYk
MM
PREPARED BY SITE SCAPES. THIS AREA NOT MAINTAINED
3. Contractor shall be responsible for making himself familiar with all underground utilities, ,,;ipes and
per sack of content, unless approved otherwise. Concrete shall have a mininnum ultimate compressive strength of
PROPOSED GRADE ELEVATION
BY CITY OF FONTANA LANDSCAPE MAINTENANCE DISTRICT
structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement
2000 PSl minimum at 28 days, unless otherwise approved. Portland cement shall be type V from tested stock per ASTM C-150,
HA1tD5CAPE FLOW DIRECTION
4 DGIDVOAD EASEMENT
C4 PPatF
of said uulrtres.
4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown
unless otherwise approved.
GRADE BREAD
TG TOP OF GRATE
'*4
obstructions and/or grade differences exist that may not have been known during design. Such
3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the
INV. EL INVERT ELEVATION
DESIGNED BY'
'!'J►Db �Q-
91FDall
conditions shall be immediate) brought to the attention of the Lan a Architect. The Contractor
Ydscap
requirements of C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be
FG FINISH GRADE
FS FINISH SURFACE
CHECKED BYk
MM
�"�
shall assume full responsibility for all revisions due to a failure to give such notification.
a minimum of f`mr 1500 PSL
TC TOP OF CURB
3" LAYER 0 F D.G. OVER NATIVE.
i
5. Contractor shall be responsible for any coordinating with other sub -contractors as required to
4. Mortar shall be freshly prepared and uniformly mixed of 1 part PorW�nd cement, 112 maximum to 1/4 minimum
TW TOP OF WALL
BRING TO 9 0� RELATIVE 6
COMPACTION I N 2} 1/12- LIFTS
accomplish construction operations.
5. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and
i i�rne putty or hydrated lune and 2 112 to 3 parts clean washed sand. Mortar to be type "5" with time a.uir.in.rrrr.
2000 FSI 28 days.
TF TOP OF FOOTING
Hp HIGH POINT
�O
sharp transitions
ultimate compressive strength of at
LP LOW POINT
�2 GALV. NAILS
7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth. carve where
5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water
FL FLOW LINE
OO
applicable. All forms must be inspected and approved prior to beginning that phase of the wo&
added to produce consistency for pouring without segregation. Fine grout in spaces 2" or less, shall be composed of part
TS TOP OF STEP
2"x4"' AC Q PRESSURE TREATED
8. All concrete flatwork to be 4" minimum thickness and located as shown. Concrete will be
Portland cement, to which may be
t, y added not more then 1110 part lime or lime putty and 2 li4 to 3 parts sand.
BS BOTTOM OF STEP
WOOD H EADERBOARD.
of a 5 sack mix and maximum waterlcemeat ratio shall be in accordance with ACI 301 and
For course grout add I to 2 parts pea gravel to fine gout. Grout shall attain a minimum ultimate compressive strength
TR TOP OF FENCE RAIL
WL WATER LEVEL
Z�
ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation
of 2500 PSI at 28 days.
�� �� »
2 x4 x 10 ACQ PRESSURE TREATED WOOD
0
is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means.
TP TOP OF PILASTER
.
AT4"-0"' O.C. AND SPLICES
Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixtureSTAKE
6. Reinforcing steel &ball conform to ASTM A-515 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater,
unless otherwise noted.
shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete
5� 90% COMPACTED S U B G RADE
that has been pretcuVered by water or cement after concrete has partially hardened, is not
7. All continuous bars or dowels shall lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted.
acceptable. Concrete shall never be covered ith sheeting of any kind. Periodic tests of compressive
strep of concrete shall be made in accordance with AC t 't
gtb fy
I 301 avert that r meets deli P�
kl
8. Excavate foundations to e
cav for un ons the depths shown on the drawings included undisturbed soil or compacted 12
eP 8 �,
requirements. Concrete shall be poured- continuously, where po&sible and thaw Yconsolidated
mirrunun. utiles& otherwise noted.
�i
by mechanical vibration or other methods in accordance with ACI 301. All finishing shall W in
9• Contact Landscape Architect if site conditions are not as shown.
F.G.
accordance with ACI 301.
10. For RETAININ G WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in
�-
9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at
items 3, 4, 5 and 6 above.
1/288 1 /2'
IT o.c. and at comers; scoreliacs at 6' o.c. or as shown of plans and in accordance with all local codes.
11 • For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall.
...
r:: ::::::::::::::::: i:::::
l0. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required
12. Desi equivalent fluid pressure is from soils ort or nes b
ted Owner and is not the ill o
�i 1 Y responsibility f this
: {!r'f: ::: :, :::. ` ::
Refer to appropriate plans
Landscape Architect
11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation
13. Masonry construction shall conform with all applicable codes and ordinances (Uniform Building Code).
-00,
shall take prccedurce.
S-
12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade
14. When retaining, walls shall receive the following waterproofing seal: Coat backside of wall in contact with earth
using "Thoroseal" foundation coating (or approved equal). Apply per manufactu &s specifications.
preparation per the soils report•
3
I 2
13. Verify with the prosect Soil. and/or Structural Engineer for the need for steel reinforcing, base material,
etc. for all hardscape paving, wall footings, etc.
5 4
14. For masonry and wood construction notes, if any, refer to separate list of requirements within this
package.
hi ri C
4 DGIDVOAD EASEMENT
C4 PPatF
a�
2782
'*4
�a
MM Y•
swim
�
DESIGNED BY'
'!'J►Db �Q-
91FDall
MM
^
C OF CAL��
CHECKED BYk
MM
- 10 SCALE
GRADING NOTES
1. ALL DRAINS AND CATCH BASINS AVAILABLE FROM:
NDS - NATIONAL DIVERSIFIED SALES (800) 726-1944.
2. PITCH ALL WALKS @ 1% CROSS SLOPE. ALL PAVING TO DRAIN AWAY FROM
BUILDING/WALLS TOWARDS THE STREET Olt DRAINAGE SWALE.
3. DRAINAGE GRADIENT ON CONCRETE PAVING SHALL BE A MINIMUM OF 1%
(UNLESS OTHERWISE NOTED). DRAINAGE GRADIENT IN PLANTING AREAS
SHALL BEA MINIMUM OF 2% (UNLESS OTHERWISE NOTED).
4. VERIFY EXISTING GRADES AND CIVIL ENGINEERING PLANS PRIOR TO
CONSTRUCTION. NOTIFY OWNER IF ANY DISCREPANCIES EXIST BEFORE
COMMENCING WITH GRADING.
5. PROTECT WALKS NO TO EXCEED A SLOPE OF 12.5:1 OR 8% GRADIENT. FOR
HANDICAPPED ACCESS (RAMPING ONLY), NOT TO EXCEED 5% LONGITUDINAL. SLOPE
AND 2"/o CROSS SLOPE MAX.
5. HOLD FINISH GRADE 1 1/2" BELOW FINISH SURFACE OF SIDEWALK.
7. ALL MATERIAL AND WORKMANSHIP IS TO CONFORM TO GOVERNING CODES
AND ORDINANCFS.
8. SLOPE IN LAWN AREAS SHALL NOT EXCEED 3:1.
9. PROVIDE UNDER WALK DRAINS AT ALL WALK AREAS WHEN THEY ARE IN
ALIGNMENT WITH DRAINAGE SWALES
10. CONTRACTOR SHALL INSTALL ABS DRAIN LINE CLEAN OUTS AT 75 O.C.
11. CONNECT ALL CATCH BASINS AND AREAS AS NOTED ON PLANS.
SKEET KEIT
- - - - - -------------
........ -
.......
..
Citi. } l
W �
�
A/ 4
_.............................----- _ . ..........
OLID OE FONTANA
LANDS CAPE PLANS
LYTLE CREEK ROAD As SHOWN
DATEr
05/02/05
PROVED B DATES ■ - DIG. tC.k
3931 10
CITY ENGINEER RrX- 5]152 EXP. DATE
sIresCAPr-s
Landscape Architecture
and Planning
3195 ® Airport Loop Dr.
Costa Masa, CA. 92626
Richard Polhamus, Uconve CA -#2782
(949) 644-9370 (714) 210-3140 rAk
W
V] Q
z�
� F
�Wv U
�d�xZ
wWV�NWF'
ZZ
O
U�F"rn
CILg + C)
C
U
Q H
a�
�W
�a
co
W�
W
F
^
Q
zz
0
�"�
W
U
U
i
D
CG
W
�O
oz
OO
U
O
Z�
�W
�a
co
W�
W
F
^
Q
zz
0
�"�
W
U
U
i
D
CG
W
�O
oz
U