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Home My WebLink About3929-6SEE. PLANS :FOR MEDIAN WIDTH t, -ROCK 5VES UNL 5a5 --0111E -,Wl5E �4 15�: 0017 5L-E5.'()NE5 MAX.12" T0.M:IW 6"`MT-H 31�E ;<�fDE 1 AT :... - Rm. . A. SAMPLE ARE&.:MIN. 10 5Q. ;1t 514A.L.L P.E A.F'PROVED 5Y THE: CITE IN5?ECT09 T 3CEEn1NC 1TH THE REMAINING ROCK WOPZK. 4 FINAL KE5TING PD5.ITI0N DEALT.. ROCKS SHALL 15E APPROVED 15YTKE CITY 1N5F'ECT0 . :. I OCK6 SHALL DE 51AQOTH,.'ROU NOED,1=REE OF.05JECTIONA13L r D15F1(5U:RA'r10N5:A p 19 -ON CONTENT A5 AN:;1R0V Q DY TMF CITY I.N.5FECTOR 05; CONCRETE.5HALL 5E CL,A55 5 -0-2500 4:INCH 5LLili P CONCPETE. 7, WIFE BRUSH ALL j€ lI T- 5 AFTER -THE I�i�TAI;LATiQN 0F T HE :FOCI, 8. AFMR.-COr �; M- MORTAP HA5 -5E-T,.-HYDRO DLA -6T A5 01&ECTEO DY THE 61 Y INOPECTOR.:MaH ROAD: TO :REMOVE CEMENTLOATINC, . -WHE E. CI.0 Pe T I A, t ACE t" CONCRETE EDGE 15EIMEN CACI:Of ROCK AND TUR.F. 'WHERE -'`.ROCK BORDER CURB PROVIDE 1-8" BAND OF WALK ON COBBLE; .11Z" MAX, EXI?0 URF FLAT SIDE' 'UP; ¢ CITY OF FONTMA Ctrf ENGINMR ' �Qt3rw�ta►-WEPT`F. ROCK TREATMENT' ... tt� PI�]11�Iit1� Sy... nMOTHY I STET 1' DA F LAST -REVISION; - `-28�00,_..,_ TD. PLAN'; No. 145 ANT " nip'll I O COBBLE DETAIL RADIUS EDGES 1124 FINISH GRADE (TURF SI➢E) d �- ill NATIVE SOIL 90% COMPACTED #3 REBAR, CONTINUOUS I O CONCRETE MOWCURB (TYR.) O DECORATIVE LIGHT FIXTURE - SEE LIGHTING PLAN. TOP OF LIGHT FIXTURE TO ALIGN W/ TOP OF PRECAST SIGN PANEL O8X8X1 6 SPLIT BLOCK O CONSTRUCTION. GROUT SOLID ALL CELLS. O3 FOAM CAP FORMED IN DIMENSIONS SHOWN W/ SMOOTH STUCCO FINISH. COLOR TO MATCH PRECAST CONCRETE PILASTER CAP ON A 40" SQ. PILASTER USED THROUGHOUT THE PROJECT. THE CAP ON THE 40" PILASTER IS A QUICKCRt7E #Q-E44PC , NATURAL CONCRETE COLOR W/ LIGHT SAND BLAST FINISH TO MATCH PILASTERS THROUGH OUT THE PROJECT. O4 PILASTER CONCRETE FOOTING PER STR. ENG. OCUSTOM DECORATIVE PRECAST CONCRETE PLAQUE. TO BE SELECTED BY LANDSCAPE ARCHITECT. GROUT IN PLACE. ATTACH TO PRECISION BLOCK AS REQUIRED O COMPACTED SUB GRADE PER SOILS REPORT. O7 STEEL REINFORCEMENT PER STRUCTURAL ENG. 8O 24" WIDE CONCRETE GRADE BEAM. 9O 6X8X16 RECESSED PRECISION BLOCK BACKING 10 QUICKCRETE #Q-D6SEWC PRECAST CONC. BORDER. MITER CORNERS. ATTACH TO RECESSED LEDGES AS REQUIRED (5,(2) (2) #3 REBAR (HORIZONTAL) @ TOP &BOTTOM. Underground Service Alert SORE }, Ga, Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG G -7" 4'-0,o SIDE ELEVATION 3 COMMUNITY ENTRY PILASTER CONSTRUCTION SCHEDULE 1 Gate Motor, See entry plans prepared by Sitescapes. 2 Stamped A.C.: Field - "Ashlar Slate" pattern; color to be Slate. Bands - Double or triple rows of "stacked" brick border, color to be Terracotta. For curved section use "flexible stacked brick" #18-1-202. - Stamps and colors by "Street Print" (888) 581-2299. 3 Concrete Mowcurb (7yp.). See Detail 2, sheet L-5 4 Split Face Block; color to be #300 by Angelus Block (909) 328-9115. Provide natural colored grout. 5 Standard A/C Paving CONSTRUCTION LEGEND o, N DESCRIPTION DECORATIVE COBBLE STONE PAVING- - SEE COBBLE DETAIL FRONT ELEVATION QUANTITY 4,135 sq. ft. r --7/i 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 3 112" 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 3 112" thick concrete with a medium broom finish. Install expansion joints at 12' o. c. and at comers; 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. SECTION_ POURED IN-PLACE CONCRETE WITH 1 "(WIDE)A"(DEEP) TOOLED V -JOINTS EVENLY SPACED AT +/-36" O.C. TO BEGIN AT 18" FROM ANGLED POINTS. TO BE ADOBE COLOR WITH HEAVY SANDBLAST FINISH. 1/2" RADIUS (TYPICAL) MASONRY NOTES 1. All masonry block, 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 1:2 112: 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, 112 maximum to 1/4 minimum parts lime putty or hydrated lime and 2 112 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 1110 part hydrated lime or lime putty and 2 114 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. (2) #3 REBAR (CONTINUOUS) W TOP 8e WA ou BOTTOM. 00,E ' (2) #3 REBAR AT 32" O.C., ALTERNATE BENDS IN FOOTING. 55 PERIMETER WALL SEE CIVIL ENGINEER'S24" 7 PLANS. CONCRETE SIDEWALK PER CIVIL ENGINEER'S PLANS. 2 FINISH GRADEj-4" T MIN. 0. 24 s I I ! TMI Wa mm aim WA it now& f f r t ' 2 1 Z4" i MIN. 6 _�. •• . r,. N-2% 24" 3 , . , r;l' 3 .• :t` 244 �f 100 4 GR--A-DE BEA -M- SECTION DRAWN IM DES 13 By, CHEMO by, CITY OF FONTANA LANDSCAPE PLANS KNOX AVENUE -PHASE 1 Si:ALE� AS SHOWN MM ]ATE, D1JG. Nay 3929 CITY ENGINE ER RCE. 51152 EXP. DATE V OIDSCApe �� P �[ y� G i 2782 �� Zr V 9ooz �OF CAL�� DWN I CHK DATE 07I05/05 JOe # 05-019