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Home My WebLink About5076-2C) (A 0 CA 0 N Z M 0 :3 0 (D rn "R M Z C 0 0 :3 (0 0 4& CL (D FRACTURED ROCK TO BE HAND STACKED WITH 'VERTICAL" APPEARANCE. PACK ROCK TIGHT SO THAT IT BECOMES INTERLOCKED 2 2 PROVIDE 2ND LAYER OF ROCK TO FILL IN VOIDS AND TO COVER 3 LOWER GROUT LEVEL 2 RANDOM EDGE WITH ROCK FACE "NO GROUT" ON OUTSIDE EDGE. 3 A� 8 8 7 COLOR MORTAR BED TO MATCH ROCK. -3" LAYER OVER COMPACTED NATIVE PROVIDE 2 9 A., N TO SEAL AND LOCK IN BOTTOM LAYER OF ROCK. 8 8 A A 00 A ry 2 3 V (0 00 ... . . ... 1.6" 'n_ MIN SQ. H F. F.S. 0 .. ........ .... . ........... Ar r r11 10 _1 T 'IT-4. LJJ > :4: Z Q_ 0 W 16 $$ 8 x4N16" SPLITFACE CAP BLOCK BOTH SIDES, COLOR .1 4 i O�$ TO BE 'HARVEST' BY ANGELUS BLOCK, GROUTED SOLID 6t$ 5P-4*p SQ. 6"*1 23 6 2V x8"x1 6" SPLITFACE BLOCK (1) SIDE; COLOR TO BE PER 'SANDSTONE' BY ANGELUS BLOCK. CIVIL ENG. COMMUNITY THEME PILASTER WALL NOTES: *6"x8"x16" SPLITFACE BLOCK; LOCATION OF WALL IS PER COLOR TO BE 'SANDSTONE' CIVIL ENG7INEER'S PLANS *19Y2"x4"x19y2"PRECISION BEVELED CAP BY APPLY VITROCEM ANTI -GRAFFITI ANGELUS BLOCK; COLOR TO BE 'HARVEST" COATING ON ALL PERIMETER 2 t$ 5-4" SQ. 2 WALLS PER MFG. SPECS. 1�00_ Z 4 7`% T1% T71 ""Y"R WAL-7- `R` P"'RIM 4 FRA 5 4�, TT 131 0a - T -%Ir T -T- -F-1 U r"RU d"_4 r'"I d'_'% N e-4 &4_4 HE -1 U Lh '0"ONS MAr4ONRY NOT 2 2 '.t 1,1, 14 1. All masonry blocks, bricks, veneer, etc. as well as other products and equipment shall be I'll / I '%* Street Light - Per C.E. Plans 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 Fire Hydrant - Per C.E. Plans per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of (0 Catch Basin per C.E. Plans 2000 PSI minimum at 28 days, unless otherwise approved. Portland cement shall be type V from tested stock per ASTM C-150, 8 unless otherwise approved. 7 Accessible curb depression - Per C.E. Plans 4 3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the 00 requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be A .-U 6 Mowcurb - See Detail 2, Sheet L1. a minimum of fm --1500 PSI. 10 Install 1 1/2 layers of 12" to 24" 'Indian Gold' hand -packed fractured rock, grouted over native. ly mixed of I part Portland c t, 1/2 maximum to 1/4 minimum 4. Mortar shall be freshly prepared and uniform emen Rock available from Southwest Boulder & Stone (760) 342-5522. Install per Fractured Rock 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 00 detail on sheet L-1. --------- ultimate compressive strength of 2000 PSI at 28 days. 00 00 JV -'TTTlT- 5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water liz 11111- 7 'Palm Springs Gold! landscape boulders from Southwest Boulder & Stone (760) 342-5522 Install ."r. 44 A added to produce consistency for pouring without segregation. Fine grout in spaces 2" or less, shall be composed of part 4! 4 V) 0 per boulder installation detail on sheet L-1. Numbers indicate boulder size. A- -4 Id ILI Z Portland cement, to which may be added not more then I/ 10 part hydrated lime or lime putty and 2 1/4 to 3 parts sand. UJ Ilk X UJ 11� LIJ '1.44 .. I AV -4 12 _TTT UJ J111T a- For course grout add 1 to 2 parts pea gravel to fine grout. Grout shall attain a minimum ultimate compressive strength 8 Install a 1 1 1/2 " layer of 'Moj ave Gold' 3/8 " fractured rock over smooth fini sh grade as S 1.- 7 of 2000 PSI at 28 days. 1-aulch/bark substitute after all planting. Submit sample to Landscape Architect for approval prior PER STIR. ENG. 7 *1 PER STR.1 6. Reinforcing steel shall conform to ASTM A-615 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater, to installation. Available from Southwest Boulder & Stone (760) 342-5522. ENG. unless otherwise noted. ..... .. .......... 9 Install a I "- 1 1/2" layer of 'Apache Brown' 3/4" fractured rock over smooth finish grade as 7. All continuous bars or dowels shall lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted. mulch/bark substitute after all planting. Submit sample to Landscape Architect for approval prior 8. Excavate for foundations to the depths shown on the drawings included undisturbed soil or compacted earth, 12" to installation. Available from Southwest Boulder & Stone (760) 342-5522 DECORATIVE MONUMENT PILASTER TO BE SPLIT 2" PRECISION CAP BY ANGELUS FACE CONSTRUCTION. REBAR PER STIR. ENG. BLOCK B LOCK. COLOR: "HARVEST" minimum unless otherwise noted. BY ANGELUS BLOCK, COLOR: "SANDSTONE". APPLY CONCRETE FOOTING PER STIR. ENG. 9. Contact Landscape Architect if site conditions are not as shown. Vehicular Sight Line VITROCEM ANTI -GRAFFITI COATING TO MONUMENTATION WALL PER MFG. SPECS. 10. For RETAINING WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in 18 SIGN WALL items 3, 4, 5 and 6 above. FOAM CAP W/ SMOOTH STUCCO FINISH TO TO BE SPLIT FACE BLOCK CONSTRUCTION. REBAR PER 11. For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall. NOTE: Areas denoted by a 'PA' on the construction plan indicate planter areas. SIMULATE PRECAST FINISH TO BE PRECISION STR. ENG. BLOCK BY ANGELUS BLOCK. COLOR: BLOCK "SANDSTONE". APPLY VITROCEM ANTI -GRAFFITI COATING 12. Design equivalent fluid pressure is from soils report or requested by Owner and is not the responsibility of this @RECESS W/ SMOOTH STUCCO TO MONUMENTATION WALL PER MFG. SPECS. Landscape Architect. FINISH (ALL 4 SIDES) 13. Masonry construction shall conform with all applicable codes and ordinances (Uniform Building Code). PRECAST WALL CAP RECESSED UPLIGHT Q-V18SWC BY QUICKCRETE TO BE NATURAL 7 14. When retaining, walls shall receive the following waterproofing seal: Coat backside of wall in contact with earth #IUL516 BY HADCO - 12V UPLIGHT OR EQUAL CONCRETE W/ LIGHT SANDBLAST FINISH _41 using "Thoroseal" foundation coating (or approved equal). Apply per manufacturer's specifications. to CONTRACTOR TO PROVIDE 11 OV POWER TO PRECAST SIGN INSET. N 1/2" LOCATION TO BE NATURAL CONCRETE WITH (TYP.) PRECAST CAP - 4' LONG LIGHT SANDBLAST FINISH a J - -1 W Q-V8SWC BY QUICKCRETE TO BE NATURAL CONCRETE W J NrOrll 0-'% t-4 FONT STYLE: CASTELLAR LIGHT SANDBLAST FINISH @ SIGN UPLIGHT (2) - #WA2-A-CF213-E 55J" LONG. 110V UPLIGHT OR EQUAL. 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to CONTRACTOR TO PROVIDE 11 OV POWER TO LOCATION. 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 h% T_ I, T TMENrT" of said utilities. P"RIM AARY ]Nr'w"RY M"I"NU 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 2 accomplish construction operations. CK < 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and 04 0 sharp transitions. M UJ 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where 4 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 ................................. o a sa mix an maximum w cemen r o s e in acco e 4 11r I n exceed 4 inches for normal weight concrete if consolidation ACI 318. Maximum slump shall n 0) 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 .4 1 6 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 G) FINISH GRADE 12' o. c. and at comers; scorelines at 6' o. c. or as shown of plans and in accordance with all local codes. NATURAL CONC. MOWCURB WITH MED. BROOM FINISH 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. AND 1/2- RADIUS, ALL SIDES. Refer to appropriate plans. (D (1) #3 REBAR - CONTINUOUS 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation shall take precedence. n 1--1 1/2- LAYER D.G./CRUSHED ROCK 12. Prior to placing concrete, the Contractor shall sufficie tly moisten the subgrade and provide subgrade 'ITY OF FONTANA OVER NATIVE - SEE SHEET Ll FOR SPECIFICATION.& SHEET preparation per the soils report. LANDSCAPEPLANS Call Underground Service Alert L2 FOR LOCATIONS. 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, DRAWN BYs SCALE: etc. for all hardscape paving, wall footings, etc. 1� SIE AVENUE AS SHOWN @ at least 2 days 14. For masonry construction notes,.if any, refer to separate list of requirements within this DESIGNED Vs STA. 129 7 TO 139 + 30.44 DATE, U2 R R A S T DETAILS before you dig package. I -I Ir T CHECKED BYs 3END DWr3. NELs 2 --- K Call before you dig. Aptivn CITY ENGMEER P_ . CC 511W EXP. DATE 10 now whats below. 2 k1___.'ONCRETE MOW k-.uRB &E, 507ca IWIN NINE 1111 SRI FAN EAR U N:t N:t COD r -'I Cd 00 U 0 r UJ C_ Z 0 7� 0 + WU U r -'I Cd r'- U 9, 00 7� 5M M 278 DATE 09 -06 -1 -IW