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Home My WebLink About5061-2N 00 at M 00 N"" 00 u 25'-3" e ' HT. WALL 24" SQ. POLIGON OVERHEAD P. /(01,,,AX4' 0 00 0) 8' HT. WALL RELLIS OVERHEAD #4 1' HT. WALL 0)o a� CONSTRUCTION LEGEND U 0 0) CO co 4.1p PERIMETER WALL (TYP.) 6,710R8' HT. PILASTER (TYP.) (6 TOTAL) TUBULAR STEEL GATE TRELLIS OVERHEAD #2 CONCRETE PAVING HORIZONTAL & VERTICAL CONTROL PER C.E. PLANS 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 3 1/2" 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 fmish. Install expansion joints at 12' o.c. and at corners; scorelines at 6' o.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 2000 PSI minimum 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, grouted 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 manutheturer's specifications. lO Street Lights per Civil Engineer's plans O2 Bike Rack #1002-09-M1 by PW Athletic. Color: Bronze Permanently install per manufacturer's specifications Contact: Dave Bang and Associates Qty. -1 0 Trash Can #QRCAL-2533-WA22 by Quickcrete. Color/Finish: C1-T2 Permanently install per manufacturer's specifications Contact: Quickcrete Qty -6 Picnic Table SG201P 72" long Picnic Table - by Wabash Valley Permanently install per manufacturer's specifications Qty. -8 �5 Drinking Fountain #3380G by Haws Contractor to provide water and sewer service to location from adjacent restroom building Permanently install per manufacturer's specifications Qty. -1 CaII Underground Service Alert 13 at least 2 days before you dig Know what's below. Call before you dig. 0 Park Bench CN43P by Wabash Valley. Color: Beige Permanently install per manufacturer's specifications Contact: Dave Bang and Associates Qty - 5 Barbecue #1104-8 Heavy Duty Park Grill as approved by Public Works. Non -Toxic Black Finish. Permanently install per manufacturer's specifications Contact: Miracle Recreation Equip. Co. Qty. - 4 �8 Pathway Light Per Electrical Engineer's plans 0 10 11 Concrete Paving To be natural concrete with medium broom finish See detail 1, sheet L2 Par Course Equipment Push-up Bars by Outdoor Fitness Equipment Permanently install per manufacturer's specifications See detail 1, sheet L4 Par Course Equipment Horizontal Bars by Outdoor Fitness Equipment Permanently install per manufacturer's specifications See detail 7, sheet L4 Par Course Equipment Hip Twister by Outdoor Fitness Equipment Permanently install per manufacturer's specifications See detail 2, sheet L4 Par Course Equipment Sit-up Bench by Outdoor Fitness Equipment Permanently install per manufacturer's specifications See detail 3, sheet L4 Par Course Equipment Sitting Rotator by Outdoor Fitness Equipment Permanently install per manufacturer's specifications See detail 4, sheet L4 Par Course Equipment Pommel Horse by Outdoor Fitness Equipment Permanently install per manufacturer's specifications See detail 5, sheet L4 Accessible ramp per Civil Engineer's plans Accessible signage per Civil Engineer's plans Decomposed Granite Compacted stabilized decomposed granite "Palm Springs Gold" 3/8" minus with 11% fines wetted and compact 3" layer over compacted native. Provide concrete mow curb at edges adjacent to planted areas f-•", --S.,-. -Y-. --.rte '"Ne ---1.--Y .. --VS --1.-" ---..r --,'_. ""Y".... --Y .--.r-1'V' , -v-. --� 1--./ % "-" -. -. --. --,r �) 19 Play Equipment #CH14137CH ) "Spring Mate Duck" - #ZZXX0721 ) Q "Spring Mate Turtle" - #ZZXX0741 ) All equipment by Playworld Systems, available through Dave Bang & Associates - Eric ) Huber. Install per Manufacturer's specifications ) 20 Play Surface ) "Prodek" rubber play surface. See detail 6, sheet L-4 for color specifications Contact: Dave Bang & Associates - Eric Huber 25 26 27 28 Path of Travel Restroom Building "Cortez" by CXT Concrete Buildings Building face to be "Stucco" finish, Color "Buckskin", roof "Cedar Shake", Color "Nuss Brown". Install per manufacturer's specifications. Connect to sewer and water per Civil Engineer's plans. Apply'Vitrocem' anti -graffiti coating to inside and outside of bathroom walls. Seal floors per health codes. If electrical meter is on the outside of the building, contractor shall install a metal cage to protect meter and panel from vandalism. Conc. Mow Curb - to be natural concrete with medium broom fmish. See detail 8, sht L4 Ash Can #Q-PSHA-2842 by Quickcrete. Color/Finish: C1-T2 Permanently install per manufacturer's specifications Contact: Quickcrete Qty. - 3 18" Conc. curb & apron per C.E. Plans (Typ.) Truncated domes per C.E. Plans (Typ.) Handrail- See detail 4, sheet L2 24' Square Poligon Overhead Structure -Model SQR-24 Frame: "Harbor Blue" Roof: Standing Deam "Galvalume Plus" Refer to structural drawings. Manufacturer Contacts: Quick Crete Contact: Linny Smith (951) 737-6240 Haws (888) 640-4297 CXT Concrete Buildings Contact: Brian Frost (916) 662-4228 Playworld Systems PW Athletic Contact: Dave Bang & Associates Eric Huber (800) 669-2585 C,....."...., ,..."...... %...".....- %..-!•,,- ,s-, % ..., %..."....- •••••••...-.,.. •,--"..-.- •••-,....., Miracle Recreation Equip. Co. Contact: (888) 458-2752 Southwest Boulder and Stone Poligon: Contact: (949) 305-0200 (616) 399-1963 Outdoor Fitness Equipment (877) 517-2200 CITY OF FONTANA LANDSCAPE PLANS DRAWN JYs DESIGNED IY$ SIERRA CREST - PARK SITE 'D' CONSTRUCTION PLAN AS SHOWN DATE' CHECKED DTI CITY ENGINEER R.CF. SIM EXP. DATE DWG. N1L 5061 S I T e S C A P e S Landscape Architecture and Planning 3190-62 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, Llcsns. CA -#2782 (949) 644-9370 (714) 210-3140 FAX NO. REVISION 6-4-14 REVISE TOT LOT EQUIP., TREWS AND BENCH 1400E A n H W 0 0. ci) W E;SI PARK SITE 'D', TRACT 18820-1 FONTANA, CALIFO 0 0-1 cn 1156 N. Mountain Avenue Upland, California 91786 (909) 985-0971 LSPC13-000022 DATE 5-19-14 JOB# 10-031 Li of 17 I