HomeMy WebLinkAbout5685REF-20
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CONSTRUCTION DETAIL LEGEND:
SCHEDULE ITEMS & FIELD CONDITION:
1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to
CONSTRUCT:
DETAIL REFERENCE:
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the attention of the owners representative.
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Concrete Sidewalk per C.E. plans
2. See grading plans for vertical control.
3. Contractor shall be responsible for making himself familiar with all underground utilities, and
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Street Lights per C.E. plans
pipes
OCONCRETE PAVING
SEE
DETAIL 1 ,
SHEET L-3
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structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement
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of said utilities.
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Fire Hydrants per C.E. plans
4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown
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6 WIDE CONCRETE MOW CURB
SEE
DETAIL 3,
SHEET L-3
obstructions and/or grade differences exist that may not have been known during design. Such
conditions shall be immediately brought to the attention of the Landscape Architect, The Contractor
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Accessible Curb Depression C.E.
per plans
shall assume full responsibility for all revisions due to a failure to give such notification.
CONCRETE STEPS - SECTION
SEE
DETAIL4
SHEET L-3
5. Contractor shall be responsible for any coordinating with other sub -contractors as required to
Standard Concrete Paving & P.I.P. Seatwalls
accomplish construction operations.
To be natural concrete with medium broom finish. Horizontal &
6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and
0 HANDRAIL
SEE
DETAIL 5
SHEET L-3
vertical control C.E.
sharp transitions.
per plans
7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where
See Detail 1, Sheet L-3 & Detail 9, sheet L-3
applicable. All forms must be inspected and approved prior to beginning that phase of the work.
O TOT -LOT EDGE
SEE
DETAIL 3
SHEET L-5
8. All concrete flatwork to be 3 1/2" minimum thickness and located as shown. Concrete will he
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6" Concrete Mow Curb
of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and
O MONUMENT SIGN
SEE
DETAIL 5
SHEET L-5
To be natural concrete with smooth trowel finish.
ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation
See Detail 3, Sheet L-3
is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means.
Concrete shall have a compressive strength o£2500 PSI in 28 days. Uses of admixture
shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete
( G ) STONE VENEER SEAT WALL
\„/
SEE
DETAIL 6 ,
SHEET L-3
Enhanced Concrete Paving
that has been pretempered by water or cement after concrete has partially hardened, is not
To be natural concrete w/ top cast #3 finish. Field w/ saw -cut grid @
acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive
0 POURED -IN-PLACE CONCRETE SEAT
WALLS SEE
DETAIL 9 ,
SHEET L-3
60" o.c.. Provide 6" wide band w/ smooth trowel finish as shown on
strength of concrete shall be made in accordance with ACI 301 to verify that it meets design
requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated
plans. Horizontal and vertical control per C.E. plans
byordanc withACI30l vibration orother methods inaccordance with ACI 301.All finishing shall bein
O 5' X 6' DECORATIVE PANEL SCREEN
SEE
DETAIL 7.
SHEET L-3
See Detail 1, Sheet L-3
accordance with ACI 301.
9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at
12' 6' in local
O 4' X 6' DECORATIVE PANEL SCREEN
SEE
DETAIL8
SHEET L-3
Enhanced Concrete Paving
o.c. and at corners; scorelines at o.c. or as shown of plans and accordance with all codes.
10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required.
To be natural concrete w/ top cast #3 finish. Field w/ saw -cut grid @
Refer to appropriate plans.
60" o.c. Provide 6" wide natural concrete band w/ smooth trowel
11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation
OOVERHEAD
SEE
DETAIL 1.
SHEET L-4
fmish as shown on plans. Horizontal and vertical control per C.E.
shall take precedence.
plans. Concrete color to be "Western Gold" #5844 by Davis Colors.
12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade
See Detail 1 Sheet L-3
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preparation per the soils report.
O 14' SQ. SHADE STRUCTURE
SEE
DETAIL 1 ,
SHEET L-6
13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material,
etc. for all hardscape paving, wall footings, etc.
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Perimeter Walls & Pilasters per C.E. plans
14. For masonry and wood construction notes, if any, refer to separate list of requirements within this
package.
019' SQ. SHADE STRUCTURE
SEE
DETAIL 2J
SHEET L-6
10
Drinking Fountain
#3380 by Haws Color: "Black". See Detail 2, Sheet L-7
MASONRY
NOTES
O PLAY EQUIPMENT LAYOUT
SEE
DETAIL 1 ,
SHEET L-5
Contractor to provide 1" water service to location. Install 1" Wilkins
375 XL Series Reduced Pressure Backflow Preventer per detail 1,
1. All masonry blocks, bricks, veneer,etc. as well as other products and equipment shall be
OCONCRETE PAVING JOINTS
SEE
DETAIL 2.
SHEET L-3
sheet L-9. See civil engineers plan for meter location.
installed per manufacturer's specifications and per industry standards.
Qty. - 1
2. Concrete shall be machine mixed. Proportions to be 1:2 1/2: 3 1/2 by volume using a maximum of 7 gallons of water
per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of
PO BENCH LANDING
SEE
DETAIL 4
SHEET L- 5
11
Bike Rack
2000 PSI minimum at 28 days, unless otherwise approved. Portland cement shall be type V from tested stock per ASTM C-150,
#185671 by Landscape Structures. Color: "Tan" (TenderTuff Coating)
unless otherwise approved.
0 LIGHT POLE BASE
SEE
DETAIL 10.
SHEET L-3
Permanently install per manufacturer's specifications
3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the
Contact: Landscape Structures / Qty. - 2
requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be
See Detail 1, Sheet L-7
a minimum of fm=1500 PSI.
4. Mortar shall be freshly prepared and uniformly mixed of 1 part Portland cement, 1/2 maximum to 1/4 minimum
parts lime putty or hydrated lime and 2 1/2 to 3 parts clean washed sand. Mortar to be type "S" with lime a minimum
ultimate compressive strength of 2000 PSI at 28 days.
5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water
added to produce consistency for pouring without segregation. Fine grout in spaces 2" or less, shall be composed of part
Portland cement, to which may be added not more then 1/10 part hydrated lime or lime putty and 2 1/4 to 3 parts sand.
For course grout add 1 to 2 parts pea gravel to fine grout. Grout shall attain a minimum ultimate compressive strength
of 2000 PSI at 28 days.
6. Reinforcing steel shall conform to ASTM A-615 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater,
unless otherwise noted.
7. All continuous bars or dowels shall lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted.
8. Excavate for foundations to the depths shown on the drawings included undisturbed soil or compacted earth, 12"
minimum unless otherwise noted.
9. Contact Landscape Architect if site conditions are not as shown.
10. For RETAINING WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in
items 3, 4, 5 and 6 above.
11. For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall.
12. Design equivalent fluid pressure is from soils report or requested by Owner and is not the responsibility of this
Landscape Architect.
13. Masonry construction shall conform with all applicable codes and ordinances (Uniform Building Code).
14. When retaining, walls shall receive the following waterproofing seal: Coat backside of wall in contact with earth
using "Thoruseal" foundation coating (or approved equal). Apply per manufacturer's specifications.
12 Single Pedestal Barbeque
#200-X by Pacific Park & Playground
Non -Toxic Black Finish. Permanently install per manufacturer's
specifications. Set grills at 33" from finish surface to
top of operable grill surface.
Contact: Pacific Park & Playground. / Qty. - 2
See Detail 3, Sheet L-7
13 Stone Veneer
To be "Country Rubble - Sunset Blend" by Coronado Stone. Install as
'drystacked'.
14 Poured -In -Place Concrete Cap
To be colored concrete w/ top cast #3 fmish. Color to be "Western
Gold" 95844 by Davis Colors.
15 Tile Veneer
To be "Alpine Espresso" by Emser Tile. Install w/ 1/8" grout joint.
Grout color to be "Walnut" #541 by Custom Building Products. After
installation apply'Vitrocem' anti -graffiti coating to all exposed
surfaces of tile walls/column bases.
16 Concrete Steps
To be natural concrete with medium broom finish
17 Electrical Pedestal location by Others - For Reference only.
18 Area drain per Civil Engineer's plans
19 Water Meter for drinking fountain per Civil Engineer's plans
20 Water Meter for irrigation system per Civil Engineer's plans
3 v a
$ 9 T e S c A P e S
Landscape Architecture
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, Ucense CA -#2782
(949) 644-9370 (714) 210-3140 FAX
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LSPC 17-0016
DATE 02/27/17
JOB*
16-033
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