HomeMy WebLinkAbout4350-2I
E"
0
SIMILAR PATIrERN
IS TO BE USED
1 " CONCRETE CAP
BETWEEN ROCKS (TI-YP)
DECORATIVE COBBLE STONE
N 0 T F-- S:
TES:
2/3
hIr
-#3 REBAR, CONTINUOUS
CONCRETE IAODWCURB 495) L�F�
SEE DETAIL 3 OF THIS SHEET I
CONSTRUCTION NOTES
1. Conti actor to verify site conditions pfior to beginning construction. Discrepancie's shall be brought to
the attention of the City Inspector.
2. See gading plans for vertical control.
3. Contraetor shall be responsible for making himself familiar with all underground utilities, pipes and
kr)
Q OB B L E S TO NLE
COBB1,ESTO-INENOTE CONITA:
structures. Con'tractor shall take sole responsibility for cost incurred due to damage and replactment
V-4
of said utilities.
I
ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE.- 10.
HAND PLACE IN CONC. SETTING BED WITH
4. Contractor !�hall not willfully proceed with construction as desi&ned when it is obvious that urAmown_
A
k I
00
COBBLESTONES: MAA. 12" TO MEN. 61% NTO MORE THAN 500% OF ANY ONTE SIZE
RILATTER SIDES LIP, TO FORM A U NLIFORN14 SURFACE
obstructions and/or grade differences exist that may not have been known during design. Such
1
1 "- I � 5" INTCH MIN. EXPOSURE OF ROCK ABOV-E TOP OF CURB-
WITFHN THE DRAINAGE COURSE.
conditions shall be immedietely brought to the aftention of the Landscape Architect and City Inspector,
3.
A SAMPLE, AREA,, MIN. 10 SQ FT. SHALL BE APPROVED BY 11.
PROVIDE LESS bNIFORMITY AS STONTIE GRAIXt-JATES
The Contractor shall assume full responsPoillity for Z11 revisions due to a failure to give such notification.
THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE
IN SIZE AND PLACEMENT AWAY FROM DRAINAGE
5 Contractor shall be responsible for any coordinating withl other sub -contractors and City Inspector
REMAD4ING ROCK WORK.
COURSE.
as required to accomplish cons"tction operations.
,S I T E JS G
A
P F
JS
4.
FINAL RESTING POSITION OF ALL ROCKS SHALL BE APPROVED 11
DEPTH OF STONM EMBEDMENT TO BENTIO LESS
6. Concrete surfaces sliall be fortned wi-th 'I Ong. S-1nooth gadients to reduce dips, abrupt changes and
Landscape
ArchiffecTIUM
BY THE, CITY INSPECTOR.
THAN TWO-THIRDS THE DIAMETER OF TBE STONTE
sha.T transitions. .
and
Planning
5.
ROCKS SH A -LL BE SMOOTH.. ROUNDED, FREE OF OBJECTIONABLE
FOR SIZES 411-121% NO GREATER THE ONE, -THIRDS
7. -All curvilinear edges shall have a confinuous sm-oofn curve where
3195-8 Airport Loop Drive
DISFIGURATIONTS AND 111RON, CONTENT AS APPROVED BY THE CITY INSPECTOR
THE DLA,1A4ETER FOR SIZES LAGER THANT 12 11
applicable. All fonns must be jinspected and approved by the City Inspec-tor priur to beginming
Casfa Mesa, CA 92626
Mchard Potharnus, Ucense CA -#2782
6.
CONCRETE SHALL BE CLASS 520-C-2500 4 INCH SLUMP CONCRETE,
DIAMETER.
that phase of the work.
17.
NO JOINNITS GREATER THAN I" BETWEEN ROCKS WILL BE ACCEPTABLE. 4" FILLER 13)
COMPACT SUBGRADEE" TO A HARD, FIRM,,
8. All concrete flatwork to be 4" minimurri fhickness and located as �jhow-n, Concrete will be
(949) 64-9370
(714) 210-3140 FAX
ROCKS WILL BE ACCEPTED TO MAINTAIN 7171HE, 1 " JOINT�
LENYIELDING SURFACE, SMOOTH AND IRUE TO
of a 5 sack mix and maximun--i water/cemewt ratio s-hal'i be in accordance with ACI 301 and
8.
WIRE BRUSH ALL JOINTS AFTER THE INSTALLATION OF THE ROCKS
LINE AND GRADE: TEST FOR REQUIRED
ACI 3 18. Maximum slurnp shall no -t exceed 4 inches 11 -or nonnal welght concrete if consolidation
NOB REVISION
9.
AFTER CONCRETE MORTAR HAS SET_, CLEAINT RESIDURE FROM ROCK SURFACES
COMPACTION PRIOR TO PLACING ROCKWORK.
is by vibration. A slump not exceedmig 5 inches is permitted if consolidation is by other means.
Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture
AS DIRECTED BY r1iE CITY fNTSPECTOR, BRUSH ROCKS TO REMOVE CETMENT COAT'_NCf4.
ADJUI ST P -LAN TIER -AREA GRADES TO FLOW @ 2 %
-shall, be approved prior to constniction and shall be in accordance w, ith the ACI 30 1. Concrete
110.
WHERE ROCK BORDERS TtjW AIREA, PLACE I CONCRETE EDGE
M1NTEWJ_N4 1NT0 DRAJN-AGE COURSE -(TYPICAL)
that has been pretem- ene L
pered by water or ceirtent after concrete has partially hard d, is not
BEnVEEN BACK OF ROCK AND TURF.
acceptable. Concrete shall never be covered with sheeting of any kind, Periodic tests olf compressive
strength of concrete shall be made in accordance Nvith ACI 301 to vefify thet it meets design
requirements. Concrete shall be poured con-finuously, -where possible and thoroughly -consolida-ted
by mechanical vibration or of -tier methods in accordance withl ACI 301. All fmi6ing shall be in
accordanc..- xx4th ACI 301.
9. Contractor shall coordinate irrigation and lighting slee-vre locations under paved areas as required.
Refer to appropriate plans.
10. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation
z
shall take vrecedence.
kn
11. Prior to- placing concrete, the,Contractor shall sufficienfly rinoisten the subgrade and pirovide subgade
+
00
preparation per the soi Is report,
06
11 Verify with the pr(&ct Soil and/or Structural Engineer for the need for steel reinforcing, base -material,
+
t—
RADTiUS EDGES
1120
etc, for all hardscape paving, vvall fbotlintgs, etc.
U
0-
F"
�'c
N
"I
0-
0�
6
CN
FINISH GRADE
(TURF SIDE)
+
U
el
W
'e
Z
<
CONSTRUCTION LEGEND
>
'E 44
Z
"T
C
SYMBOL DESCRIPTIO -INT QUAN, TITY
z
I-
'4
U
>
7-1- 1- A -1 Tr__',Tr�
>A
-#3 REBAR, CONTINUOUS
CONCRETE IAODWCURB 495) L�F�
SEE DETAIL 3 OF THIS SHEET I
4N
kr)
V-4
00