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Home My WebLink About3555-5I i 012" CMU CONSTRUCTION W/ STUCCO CONCRETE FOOTING FINISH. GROUT FILL ALL CELLS 1 O #4 REBAR (2) @ TOP BOTTOM & 12 CMU CONSTRUCTION W/ STUCCO CONCRETE FOOTING O O POURED -IN-PLACE CONCRETE FINISH. GROUT FILL ALL CELLS CAP W/ (3) #3 REBAR (CONT.) O #3 REBAR ® 32" O.C. ALT BENDS 2 #4 REBAR (2) @TOP & 60TTOMPROVIDE 1/4- RADIUS ® ALL Q IN FOOTING. U2 POURED -IN-PLACE CONCRETE EDGES. SLOPE TOP TO DRAIN. 6 SIGN AREA TEXT & FONT PER OWNER CAP W/ (3) #3 REBAR (CONT.) �5 #3 REBAR ® 32" O.C. ALT BENDS l O 1/2" R. (TYP.) PROVIDE 1/4- RADIUS 0 ALL O IN FOOTING. EDGES. SLOPE TOP TO DRAIN. O DIRECTORY BY OTHERS , 6 1 2 2„ 24" 2"( TYP.) 1 7 2 N TYP. 2 2" 24" 2„(TYP.) tie% (TYP.) 2 1 o • • ••1-1-1-�- w '�; �. • a. a : • 110 .1. :, •t 6 •' 24" 4 O FINISH GRADE " 4 3 N .�� • N 4. O2 CONCRETE MOW STRIP 37r 7r 15'-0" 3 STD. CONC. W/ MED BROOM FINISH 30" 30" 3� #3 REBAR - CONTINUOUS (SIDE VIEW) LOW STUCCO WALL @ DIRECTORY (SDE VIEW) SIGN M OM U M EN T (FRONT ELEVATION) (FRONT ELEVATION) i 1 CONCRETE MOW STRIP 2 LOW STUCCO WALL DIRECTORY 3 SIGN MONUMENT MASONRY NOTES CONSTRUCTION NOTES 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 the attention of the owners representative. installed per manufacturer's specifications and per industry standards. p 2. See grading plans for vertical control. 2. Concrete shall be machine mixed. ''Proportions to be 1:2 1/2:3 112 by volume using a maximum of 7 gallons of water 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement 2000 PSI at 28 days, unless otherwise approved. Portland cement shall be type V from tested stock per ASTM C-150, of said utilities. O12" CMU CONSTRUCTION W/ STUCCO unless otherwise approved. 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown FINISH. GROUT FILL ALL CELLS 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 conditions shall be immediately brought to the attention of the Landscape Architect, The Contractor O2 POURED -IN-PLACE CONCRETE requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grounted solid, shall be shall assume full responsibility for .all revisions due to a failure to give such notification. 6 CAP W/ (3) 33 REBAR (CONT.) a minimum of fm-- 1500 PSI. PROVIDE 1 /4" RADIUS ®ALL 5. Contractor shall be responsible for any coordinating with other sub -contractors as required to EDGES. SLOPE TOP TO DRAIN. 4. Mortar shall be freshly prepared and uniformly mixed of 1 part Portland cement, 1/2 maximum to 1/4 minimum accomplish construction operations. O3 CONCRETE FOOTING 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 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and I ( ultimate compressive strength of 2000 PSI at 28 days. sharp transitions. 1 i 2" 24" �4 #4 REBAR (2) ® TOP & BOTTOM / 1 TYP. 2 5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where op y p applicable. All forms must be inspected and approved prior to beginning that phase of the work. #3 REBAR ® 32" O.C. ALT BENDS added to produce consistent for pouring without segregation.' Fine grout in spaces 2" or less, shall be composed of part IN FOOTING. F 1 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. 8. All concrete flatwork to be 4 minimum thickness and located as shown. Concrete will be c° :bl� '':'! O DECORATIVE POT O of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and 1 �. For course grout add 1 to 2 parts pea gravel to fine grout. Grout shall attain a minimum ultimate compressive strength 2 TYP• o �:1 I. of 2000 PSI at 28 days. ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation o "( ) f- 1/2" SCH.40 PVC IRRIGATION LINE is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. r� ; . 5 WHERE POT OCCURS. EXTEND 6. Reinforcing steel shall conform to ASTM A-615 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater, Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture cv }} ,:'yt THROUGH POT AND PROVIDE unless otherwise noted. shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete BUBBLER HEAD (SEE IRRIGATION PLAN FOR SPEC.) DRILL HOLE IN 7. All continuous bars or dowels shall! lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted. that has been pretempered by water or cement after concrete has partially hardened, is not POT TO ACCOMMODATE PIPE. acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive 4 8. Excavate for foundations to the depths shown on the drawings included undisturbed soil or compacted earth, 12" strength of concrete shall be made in accordance with ACI 301 to verify that it meets design minimum unless otherwise noted. requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated ,- ..ems:.. -is .:. •: ' � I q p Y p g Y 24" X 4$" 3 9. Contact Landscape Architect if site conditions are not as shown. by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in 10. For RETAINING WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in accordance with ACI 301. 30" items 3, 4, 5 and 6 above. 9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at » 11. For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall. 12' o.c. and at corners; scorelines at 6' o.c. or as shown of plans and in accordance with all local codes. 30" H T. (- 0 T SHELF 12. Design equivalent fluid pressure is I'from soils report or requested by owner and is not the responsibility of this 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. Landscape Architect. Refer to appropriate plans. 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). shall take precedence. 14. When Retaining, Walls shall receive the following Waterproofing Seal: Coat backside of wall in contact with earth 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade 4 POT SHELF using "Thoroseal" foundation coating (or approved equal). Apply per manufacturer's specifications. 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. i CONSTRUCTION SCHEDULE A E BLOCK WALL - a SPLITF C B O L SPLITFACE BLOCK (ALL SIDES); COLOR TO BE #300 BY ANGELUS BLOCK (909) 328-9115. NATURAL GROUT COLOR. PRE -CAST & POURED -IN-PLACE CONCRETE CAPS & TRIM - NATURAL CONCRETE COLOR WITH LIGHT SAND BLAST FINISH V ENHANCED ENTRY PAVING FIELD - PATTERN AND COLOR AVAILABLE FROM STREETPRINT (888) 581-2299 OENHANCED ENTRY PAVING BANDS - 12" WIDE STANDARD COLORED CONCRETE WITH MEDIUM BROOM FINISH. Ei DECORATIVE POT "DORSET BOWL" #NDB30 by GOODWIN INTERNATIONAL (800) 600-3200. PLANT EACH POT WITH (1) 15 GALLON ANIGOZANTHOS HYBRID "BUSH RANGER", (4) 4" POT HEDERA HELIX "NEEDLEPOINT" & (4) 4" POT VINCA ROSEA b CONCRETE SIDEWALK, HORIZONTAL & VERTICAL CONTROL PER C.E. PLANS. CONCRETE TO BE MEDIUM BROOM FINISH. OSTANDARD A.C. PAVING \,N0SCApF ��pgD A Pot 444 .._ CITY OF FO TANA 2782 `Gs y%, LANDSCAPE PLANS DRAWN SUMMIT A NUE As sxowN • ��%. ,Q DESKM BY: DATE: �� TE 0 CHECKED BY: APPROVED BY- OFF Y- �' ` j .1" •, DYICi. No.: C F CAS �,�►�" DATE J CRY ENONEER R.C.E. 51152 EV. DATE 3555 13 T!% C A P e Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140FAX DVM CHK DATE 12/10/03 '0'* 03-017 f� I� OC H zUJI H O E--� Q.0) V a H U ® H Cd 00 C G U z z 0 U ^ll Z Cori W � DVM CHK DATE 12/10/03 '0'* 03-017 f� I� H zUJI H O ® Q.0) V H U ® H � G z z 0 U DVM CHK DATE 12/10/03 '0'* 03-017