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Home My WebLink About3358-5CONSTRUCTION 1. Contractor to verify site conditions'prior to beginning construction. Discrepancies shall be brought to 3 POURED -IN-PLACE CONCRETE the attention of the City Inspector. WALL CAP 2. See grading plans for vertical control. .,'' ..,.• POURED -IN-PLACE CONCRETE Contractor responsibleor g vtn ground utilities, Pipes PILASTER CAP structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. 4. Contractor shall not willfuMe=n= with construction as designed when it is obvious that unknown 12" CONCRETE BLOCK WALL. "GRI " VEN R- PINEAPPLE obstructions and/or grade exist that may not have been known during design Such SOLID -STEEL PER DESIGNS -MODEL _ C®NC. �`/�1�' ®�� L STR. ENG. G TOTAL) ROVE ATTACH PER :24DETS 4, 1 RAI RASS LETTERS ck conditions shall be ly brought to the attention of lire Landscape Architect and City Inspector. ILOGO BY THIS SHEET - TYPICAL. S REOUIREDH OTHERS -ATTACH The Contractor Shall BSSumC fRll ImponSlblhty for all rCv1S30nS due t0 a fellate t0 glue SUCK notification. ILJISTER BEYOND SMOOTH TEXTURE FINISH, Com ENMY NS. Contractor shall be rile for any coordinating with ower sub -contractors and City Inspector CONCRETE CAP -SLOPE 'S/ MONUMENT (SECTION) � as required to accomplish construction operations. TO DRAIN + R - POURED -IN-PLACE STONE WALLS -To BE CONIC. BLOCK '6 3" • , • • • : + CONCRETE CAP 6. Concrete surfaces shell be formed with long, smooth gradients to reduce dips, abrupt g BATTER AS SHOWN WING �' c, " , cO .. . , sharp transitions. changes and > UCTION W INTEGRAL CONIC. . SECURE TO BLOCK FTG. W / M- f •. 3:1 /SIGN WALL I I I AP 1 M %.. I _ _ __'/ _ 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where - - - - - - - - - - - - - - - - - t f :. applicable. All forms must be inspected and approved by the City Inspector prior to beginning 40=03 that phase of the work. �. , � .. � VO - 3' -0" 7-0' 7-0`° 3'-0' 8. All concrete 8ndOrkmaXiIDum water/cement Shall in ' accordance wit1hicknes and located as shown. th ACI 301 and will be CONIC. FTG. PER ENG. of a 5 sack PER STR. ENG. • . ACI 318. Mauamum slump shall not exceed 4 inches for normal weight concrete if consolidation WATERPROOFING WHEN RETAINING - -0\�__VENM TO BE APPLIED TO AC// LVE is by vibration. A sh, not exceeding 5 inches is permitted if consolidation is by other means. BA CONTINUOUS AND EVEN BATTER ON ALL PLANS PRoVEa PER L VENEER BATTER shall have a compressive strength of 25W PSI in 28 days. Uses of admixture FROM BEHIND IND WALL. DAYLIGHT CURB STR. ENG. COMMUxmr EMY (TYP.) 3:9 shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete 3 .a MONUU NT (Bi"AMN) that has been i.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, usly, 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. 1 COMMUNITY EN-TRYMONUMENT - SECTION 2 COMMUNITY ENTRY MONUMENT - PLAN W71 3 CO MMUNITY ENTRY MONUMENT k'hLEV_ ATIO 9. All walks shall be 3 U2" thick concrete with a med. broom finish. Install expansion joints at 12' o.c. and at corners; scorelines at 6 o.c. or as shown on plans and in accordance with all local codes. TC TC 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required SEE PLANS FOR MEDIAN WIDTH 1 " GROUT BETWEEN Refer to appa<'opriate plans. NOTE: ROCK AND BACK OF CURB COBBLESTONE NOTES: COBBLESTONE NOTES: WHERE CURB ELEVATIONS 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation VARY INSTALL TO DRAIN 1. ROCK SIZES UNLESS OTHERWISE SPECIFIED SHALL BE: 10. HAND PLACE IN CONC. SETTING BED WITH shall take enc -C- TO LOW CURB. COBBLESTONES: MAX. 12" TO MEN. 6" WITH ONE SIDE FLAT. FLATTER SIDES UP TO FROM A UNIFORM SURFACE SEE DETAIL A , WITHIIJ THE DRAINAGE COURSE. 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide s ibgrade 2. /� INCH MIN. ECPOSURE OF ROCK ABOVE TOP OF CURB.. preparation per the soils report. ROCK HEIGHT PEA GRAVEL 3• A SAMPLE AREA, MIN. 10 SQ. FT. SHALL BE APPROVED BY • 11. PROVIDE LESS UNIFORMITY AS STONE GRADUATES r 1/2 INCH ABOVE TC 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, CONC.4"MIN. THE CITY INSPECTOR PRIOR TO PROCEEDING WITH THE IN SIZE AND PLACEMENT AWAY FROM DRAINAGE . � THICK BED ROCK WOE COURSE. etc. for all hardscape paving, wall footings, etc. 1 " CONCRETE GAP BETWEEN SET ROCK TO FULL DEPTH IN CONCRETE BED i. `� = • �`_ -'' 4. FINAL, RESTING POSPTION OF ALL ROCKS SHALL BE APPROVED 14. For masonry and wood �n notes, if any, refer to separate list of r within this ROCK AND BACK OF CURB WITH REQUIRED 1 /2 EXPOSURE ABOVE TC. WIRE \ \ BY THE CITY INSPECTOR. 12. DEPTH OF STONE EMBEDMENT TO BE NO LESS package. BRUSH FINISH JOINTS BETWEEN ROCKS �� THAN TWO-THIRDS THE DLAMETER OF THE STONE - 5. ROCKS SHALL BE SMOOTH, ROUNDED, FREE OF OBJECTIONABLE FOR SIZES 4"42", NO GREATER THE ONE -THIRDS CONST ROCK HEIGHT 6" MIN. PEA GRAVEL CONCRETE BED DISFIGURATIONS AND IRON CONTENT AS APPROVED BY THE CITY INSPECTOR TIE DIAMETER FOR SIZES LAGER THAN 12" RUCIm ON LEGEND 1/2 INCH ABOVE TC 24" 6. CONCRETE SHALL BE CLASS 520 -D -25W 4 INCH SLUMP CONCRETE. DlANEML JC� ON �L DESCRIPTION QUANTITY D � T A I L A 7. WIRE BRUSH ALL JOIIv'TS AFTER THE INSTALLATION OF THE ROCKS 13. COMPACT SUBGRADE TO A HARD, FIRM, NOT TO SCALE 90x MIN. COMPACTED SUBGRADE 8. AFTER CONCRETE MORTAR HAS SET, HYDRO BLAST AS DIRECTED UNYIELDING SURFACE, SMOOTH AND TRUE TO PHASE 1 PHASE 2 FOR ILLUSTRATIVE PURPOSES ONLY OR BASE MATERIAL PER PLANS BY THE CITY INSPECTOR BRUSH ROCKS TO REMOVE CEMENT COATING. LINE AND GRADE: TEST FOR REQUIRED DECORATIVE COBBLE STONE PAVING 8,528 sq. ft. 9,594 sq. ft. AND SPECS. - 90% MIN. COMPACTED SUBGRADE OR 9. WHERE ROCK BORDERS TURF AREA, PLACE 1" CONCRETE EDGE COMPACTION PRIOR TO PLACING ROCKWORK. BASE MATERIAL PER PLANS AND SPECS. BBACK OF ROCK AND TURF. 14. ADJUST PLANTER AREA GRADES TO FLOW2'/0 @ ® GRANITE BOULDER A = 8 cu./ft. 44 4 FULL T�$ SECTION INTO DRAINAGE COURSE, ('TYPICAL) GRANITE BOULDER B =16 cuJ& 52 14 EC EDGE SEMON ®® GRANITE BOULDER C = 32 cuJfL 104 118 EbrFRY"MONUMENT 1 1 CONCRETE WALK 12,36610 12,10610 4 DECORATIVE COBBLE STONE MOW CURB 23411 741.1 - -- --ter 00\ '9 �h t AI RASE LMERS GAJ IS Gl EQ Y OTHERS -ATTACH AS SIGN WALL SECTIO ED "GRI VENEER _b PINEAPPLE GROVEx:36 -041 (2 TOTAL) -ATTACH PER DETAIL 4. THIS SHEET - TYPICAL S TH TEXTURE STUCCO FINISH, 5P-6" V-0 COLOR PER OWNER POURED -IN-PLACE 0 0 0 R CONCRETE CAP as r7 C14 % % j nWING WA (TYPICAL) ;o : ' : _ BATTER AS SHOWN IL -------- I I I I--------- i s L- - - - -J ---- - - - - - - - - - - - - ------------- L ------J R R :�• irf M go 114 3'-0" - -- 4 SIGN WALL - PLAN VIEW STONE VENEER BATTER (TYP.) SIGN WALL - FRONT ELEVATION 5 MONUMENT SIGN WALL - PLAN VIEW 6 MONUMENT SIGN WALL("ELEVATION)� NOTES: Q BURY A MINIMUM OF 1 /3 DEPTH OF BOULDER SIZE. (2) BOULDER SHALL BE ROUNDED RIVER PLANTING 1 /2" R. (TYP.) BOULDER FROM LOCAL QUARRY 1 AREA ®SCARRED OR BROKEN BOULDER SHALL z 2/3 NOT BE PERMITTED. \N TURF Q PLACE PER PLANS AND LANDSCAPE ARCHITECT'S AND CITY INSPECTOR'S p N DIRECTION li '� • 1 3 90% COMPACTED SOIL 6" LEGEND l 3 O FINISH GRADE INDICATES QUANTITY GRANITE BOULDERS PROVIDED ARE ZO CONCRETE MOW STRIP TO BE WITHIN THE FOLLOWING SIZE INDICATES BOULDER SIZE STD. CONIC. W/ MED � RANGE: A = 8 cu./ft. BROOM FINISH (10) A B = 16 cu./ft. �,o �,I►wl�s�ciAE', Cite OF FONTANA O3 #3 REBAR - CONTINUOUS (3) B C = 32 cu./ft. `~ '' 2782 cy�f LANDSCAPE PLANS (2) C * * MAN VA - CITRUS AVENUE ASSHOWN 7 8 CONCRETE MuW STRIP GRANITEBOULDER ''F C _1_5 cm =M= aL am: =k am 3358 18 St4ItS6APCS Landscape Architecture and Planning 19762 MwArd r Blvd.. Sia. 130 uvW^ CA. 92692 Momma FeNwwmi6 uo. CA-P7a2 (90) 1114/-9370 (90) 476-UU FAX " III,'► �, H 0 Z �00 W � � 01 .-o W0 0.. 0�q�0 W�Uo Z z �0 " III,'► �,