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Home My WebLink About3556-5SIDEWALK PER C.E. PLANS (TYP.) ALIGN W1 E.O.C. LOT 1 PAD ELEV. 64.6 4 MASONRY NOTES -1. All masonry blocks bricks veneer, etc. as well as other roducts and equipment shall be installed per manufacturer's specifications and per industry standards. 34 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 5 COBBLE DETAIL per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of KNOXAVE. -�_3(TYP.) 2000 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 6 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. �a 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 I!gravel to fine grout. Grout shall attain a minimum ultimate compressive strength 6Q of 2000 PSI at 28 days. SIG" ® ®® ® ®® TVI _ _ _ - .... _ _ _ i _ _ _ 6. Reinforcing steel shall conform to ASTM A-615 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater, -HT VIEW p _ . less otherwise herwTse 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. 17 '\ 6 9. Contact Landscape Architect if site conditions are not as shown. PERIMETER WALL PER C.E. PLANS (TYP.) 10. For RETAINING WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in LOCATE 1" BEHIND items 3, 4, 5 and 6 above. 6 11. For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall. ® ' 4 24" SQ. PILASTER (8 TOTAL) 12. Design equivalent fluid pressure is from soils report or requested by owner and is not the responsibility of this � � �' � � .• / L-3 4 � �11771I , � Landscape Architect. 13. Masonry construction shall conform with all applicable codes and ordinances (Uniform Building Code). E'h�92 �� I 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. ' E.G. � � I• El � LOT 120 63 C"1 PAD ELEV. 68.9 I PAI �3 6� I c r.71 I I 0 1=I. DIRECTORY BY OTHERS S ®4 @ BACK � I I p ��z � I PA OF CURB 6 .� ALIGN FACE C z1171 r 6 ENTRY ELEVATION rl 6 •s 1177 In I • _ 2 ENTRY WALL Z �>? L-3 (TYP.) z 1/2" R. (TYP.) .n pA I Pq I • 4 ?� 40" SQ. ENTRY PILASTER (2 TOTAL) 1 I� oa o ; .� ...� ...«... : w ...... C.F.D. LIMIT OF WORK 0 0 Cl C C rI®® C C 111171' S H.O.A. LIMIT OF WORK \ IMIT OF O LIMIT F W RK '• i n ' 3 I i �I �I "I SEE PLAN R welom krm N I NLVA Lawwwam 0 1 40" SQ. ENTRY PILASTER PER DETAIL 70 2 1/2"x 4 TUBULAR STEEL BOTTOM RAIL. @ KEYED (BOTH SIDES) LOCK WITH LEVER 3, SHEET L-2 TYPE HARDWARE WITH A MAXIMUM 24" SQ. ENTRY PILASTER PER DETAIL O 2x2 VERTICAL TUBULAR STEEL MEMBER OPERATING EFFORT OF 8.5 LBS. 4, SHEET L-3 9 STEEL LOWER PLATE ®VERTICAL 116 2" SQ. TUBULAR STEEL FRAME ® " 33 9_ ENTRY WALL PER DETAIL 2, SHEET PILASTER. ATTACH WITH (3) 1/2" DIA. dp CENTER LINE OF GATE TO FILL VOID LAG BOLTS IN LEAD SHIELDS. • O GATE POST EMBEDDED IN ENTRY �0 DECORATIVE CROSS OF 3/4" TUBULAR 17 @ STEEL GRILL R-40. HEXAGON 1/4" OPENINGS. PILASTER PER STRUCTURAL ENGINEER STEEL W/MEDALLION AT MIDDLE - BOTH SANDWICH BETWEEN VERTICAL PICKETS AND NOTE: ALL FENCING MEMBERS TO BE TUBULAR STEEL W/ ALL 05 GATE SIDES OF LOWER PLATE VERTICAL FLAT BAR. FLAT BAR TO ALIGN CONNECTIONS WELDED AND GROUND SMOOTH, ALL FENCING O MOTOR 2 1/2"x 2 1/2" TUBULAR STEEL VEHICULAR 11 2x3 TUBULAR STEEL HORIZONTAL RAIL '� WITH PICKETS. MEMBERS TO BE PRIMED AND PAINTED W/ (2) COATS OF RUST HINGES. TYPE 12 3/4" SQ. TUBULAR STEEL PICKETS ® 4" C. (D88 5/8" SQ. TUBULAR STEEL FENCE INHIBITING PAINT (RUSTOLEUM OR EQUAL) FOLLOWING FINAL GATE FRAME W/HEAVY DUTY PICKETS 0 4" O.C. ASSEMBLY. PAINT COLOR TO BE SELECTED BY LANDSCAPE AND QUANTITY AS REQUIRED. 13 �� 12" RADIUS DECORATIVE STEEL LOGO PLATE. (19 5' WIDE CONCRETE SIDEWALKMASONRY, ARCHITECT. FENCE CONTRACTOR TO COORDINATE WITH ELECTRICAL AND SECURITY CONTRACTORS PRIOR TO O4 2" SQ. TUBULAR STEEL GATE (0 SLOPE TOP OF WALL TO MATCH CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. & FENCE FRAME SLOPE CONDITION (TYP.) 2'-2" 2'-2" _P V ELEVATION ill KNOX AVENUE - ENTX%X TV Z 0 -1NISH GRADE OCONCRETE MOW STRIP STD. CONC. W/ MED BROOM FINISH O#3 REBAR -CONTINUOUS 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. CONSTRUCTION LEGEND OSPLITFACE BLOCK WALL - SPLITFACE BLOCK (ALL SIDES); COLOR TO BE #200 BY ANGELUS BLOCK (909) 328-9115. NATURAL GROUT COLOR. PRE -CAST CONCRETE CAPS & TRIM - �-/ NATURAL CONCRETE COLOR WITH LIGHT SAND BLAST FINISH OENHANCED ENTRY PAVING FIELD - STAMPED A.C. PAVING PATTERN "BRITISH COBBLE" TO BE "SLATE" COLOR. PATTERN AND COLOR AVAILABLE FROM STREETPRINT (888) 581-2299 ENHANCED ENTRY PAVING BANDS - 18" WIDE CONCRETE WITH MEDIUM BROOM FINISH. �� ,pNDSCwPF , at//ar q�'c 82 W DRAW BY: •� a DES09D BY: CHECKM BY. OF CA SHEET KEY LYTLE CREEK ROAD ,.CITY OF FONTANA LANDSCAPE PLANS KNOX AVE -EAST APPROVED w; �" -- • . CITY ENgNEER R.C4 51152 D(P. DATE SCALE AS SHOWN DATI UM NO.: IY15 3556 S I T I J G 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) 210-31140 FAX DYM CHS DATE 9/22/03 "' * 03-017 dp • DYM CHS DATE 9/22/03 "' * 03-017