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Home My WebLink About3460-2CURTUS AVE. SEE DETAIL CURTUS AVE. 2234 SCALE 1"_10' CORNER TREATMENT - CURTUS AVE. & LYTLE CREEK RD. 11/ PLA SIDE FINISH GRADE O2 STD. COLOR CONCRETE W/ MED. BROOM FINISH O3 BASE MATERIAL & DEPTH #3 REBAR -CONTINUOUS CORNER TREATMENT - CURTUS AVE. & KNOX AVE. 0 EXISTING SPLITFACE BLOCK. O CAP SPLITFACE BLOCK WALL. O EXISTING PILASTI R AT CORNERS. VARIES O4 STONE VENEER - INSTALL W/ MASONRY TIES 0 12" O.C. O PRE -CAST CONC. CAP D 35 CONSTRUCTION NOTES 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to the attention of the owners representative. 2. See grading plans for vertical control 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown 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 shall assume full responsibility for all revisions due to a failure to give such notification. 5. Contractor shall be responsible for any coordinating with other sub -contractors as required to accomplish construction operations. 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and sharp transitions. 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where applicable. All forms must be inspected and approved prior to beginning that phase of the work. 8. All concrete flatwork to be 4" minimum thickness and located as shown. Concrete will be of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation is by vibration. A slump not exceeding 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 shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete that has been pretempered by water or cement after concrete has partially hardened, is not acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive 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 by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in accordance with ACI 301. 9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at 12' o.c. and at corners; scorelines at 6o.c. or as shown of plans and in accordance with all local codes. 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. Refer to appropriate plans. 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation shall take precedence. 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade preparation per the soils report. 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. 14. For masonry and wood construction notes, if any, refer to separate list of requirements within this package. MASONRY NOTES 1. All masonry blocks, bricks, veneer, etc. as well as other products and equipment shall be installed per manufacturer's specifications and per industry standards. 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 2500 PSI at 28 days, unless otherwise approved. Portland cement shall be type V from tested stock per ASTM C-150, unless otherwise approved. 3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grounted solid, shall be 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 "Thoroseal" foundation coating (or approved equal). Apply per manufacturer's specifications. SEE PLANS FOR MEDIAN WIDTH NOTE: rt WHERE CURB ELEVATIONS VARY INSTALL TO DRAIN TO LOW CURB. SEE DETAIL A 1" CONCRETE GAP BETWEEN ROCK AND BACK OF CURB SET ROCK TO FULL DEPTH IN CONCRETE BED WITH REQUIRED 1/2 EXPOSURE ABOVE TC. WIRE BRUSH FINISH JOINTS BETWEEN ROCKS ROCK HEIGHT / 6* MIN. PEA CRAVEL CONCRETE BED 1/2 INCH ABOVE TC 1 t' DETAIL A r :" • i': " NOT TO SCALE FOR ILLUSTRATIVE PURPOSES ONLY SOX MIN. COMPACTED SUSGWIDE OR BASE MATERIAL PER PLANS AND SPECS. 1. ROCK SIZES UNLE55 OTHERWI.5E SPECIFI: 0 SHALL BF: C053LE5TONE.5: MAX. 12" TO MIN, 6-WTH ON_ 511)E FLAT. 2. '!z INCH MIN. EXP05UKE OF ROCK A50VE TOP OF CUR3.. 3. A 5AMPLE AREA, MIN. 10 5Q. FT. SHALL BE APPKOWEC 3Y THE CITY IN51FLCTOR PRIOR TO PROCEECENNG WITH THE REMA!N'NG POCK WORK. 4, F;NAL RE57ING P05fTION OF ALL POCKS SHALL BE APPROVED 5Y THE CITY INSPECTOR. 5. ROCK -5 SHALL 8E SMWTH, ROUNDED, FREE OF OSJECTIONAB! E 0151`I3JKA',ION5 AND IRON CONTEN' A5 APPROVED DY THE CITY IN5PECTOR' o. CONCRETE SHALL BE CLA55 520-0-2500 4 INCH ELUMP CONCRETE. 7. WE 6RU5H ALL JOINTS AFTER THE IN5TALLATION OF THE ROCKS 8. AFTER CONCRETE MORTAR HAS 5ET, HYDRO 13LA57 AS DIRECTED BY THE CITY IN5PECTOK. 5RU5H R0CK5 TO REMOVE CEMENT COATING. 9, WHERE ROCK 50RCER5 TIFF AREA, PLACE 1- CONCRETE EDGE 6ETWE:N BACK OF ROCK AN? TURF, O3 COBBLEDETAIL ►NDSC4,b LP o f 2782 * ere& , Ol CONCRETE MOW STRIP OZ PERIMETER WALL /CORNER ACCENT TREATMENT 9TFOF CA�Q CITY OF FONTANA LANDSCAPE PLANS VMVN NY# CURTIS AVE,>fUE /J AS SHOWN DES1Qm Dn DATE, . _'r I ff�� M n i -a7- DVri td 2 3460 9 I T[ I, C A P 1E I Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Polhomus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX DVM �3 a JOB* 03-017 Ll of 8 CO Z � W (1) >� � p U W � = H U •+Z � H H O O� O z � U kn 00 �Qz� �z�'c 1 DVM �3 a JOB* 03-017 Ll of 8 CO Z � A o � p U W � = H U � W H O z � U DVM CHK DATE 6/11/03 JOB* 03-017 Ll of 8