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HomeMy WebLinkAbout4877-90 -U o CA to N Cn O_ I OO N (8 01 C-) o = Z Z X 0 D =r o co G) o a (D 0 0 M -o s N 0 0 0 0 Ln Z 0 X 0 0 SEE PLANS 'FOR MEDIAN WIM NOTE-. WHERE CURB ELEVAnONS- VARY INSTAL. TO: DRAIN TO LOW CUR13, SEE DETAIL A J 1" CONCRETE. GAP BETWEEN ROCK ANp BACK OF WAS SET ROCK STAGGERED TO EACH OTHER TO FULL DEPTH IN CONCRETE BED WITH REQUIRED 1/2" EXPOSURE ABOVE T.C. • WIRE BRUSH FINISH JOINTS BETWEEN ROCKS. ROCK HEIGHT " MIN. PEA GRAVEL. CONCRETE BED 1/2. INCH ABOVE TC f DETAIL A ' ' ' ' " r` <...'•J 'obstructions NOT TO SCALE :' . `,:.' ��• • FOR" 1LLE35TRATi1tE PURPQSES ONLY ' •: ` . r .' . .. .. ' . '. i :0 : MIN. COMPACT D ':SWBG£i qE OR __ . ME MATERIAL PER PLANS: ANL} SPECS 1. ROCK 51ZE5 UNLE55 OTHERW15E 6PECIFIE.0 SHALL:: BE;. CODMESTONE5. MAX, 12":T6 MIN, F" WITH -ONE. 51DE..l~LAT. ' ' 5. A 5AM1'LE.AREA, MIN, 10 O. FT. SHALL 5E APPROYE:.0 1.3y. THE C11Y IN517EMR PRIOR.TO F'ROCE:EDING WITH THE. REMAINING ROCKIVDRI:•.................. .......................... • �•�••���� �•�� • 4> FINAL NESTING I'ClSITION CIF: ALL ROCIC5 SHALL :BE Af'1'#�DYED DY THE CITY 1N5?5.GTOR, 5. ROCKS SHALL 13E 5M00TH,,90UNDED, FREE OF ODJECTIONADLE • DISFIGURATIONS AND IKON CONTENT.A5 AFF.ROYED 13YTHE CITY INSIFECTOK. �. CONCRETE 5HA.L 6E G.A55 520-D-250.0 4 INCH 5LU-MP CONCRETE, 7. WCRE B1zUSH ALL ,DINTS AFTER THE 1N5TAI LAT101!J: bF THE ROCKS 8. AFTEK.CONGRETE ,MORTAR HA5 5ET,:HY0R0� BLAST A5 0.19- ECTED DYTH'E' CITY 1fJ5PEC'tOR.• -D.R.- 6. H R00C 5 TO- REMOVE CEMEhIT•COATING. 9. WHEN ROCK 930KI)M.5 T.bKr- AKEA;1'L.ACE.1" CONCRETE EDGE 13ETWEEN. RACK OF' ROCK AND TUFF. WHERE• ROCK BORDERS CURB PROVIDE 18" BAND OF WALK ON COBBLE; .1/2" MAX.. EXPOSURE -FLAT SIDE UP. R4FEW .APPRltill D 8y.:items �� No. 25126 CITY: 'ENGINEER '= TYR ROCK • REATM NT RO'4ORTW.Vi(M LIE r:1 i�n1 DRAW-HYt 'C�MOTHY.R-A T -DT DA`I� QF 1±.AT'RI1IlSIQN: :9.25--t�0 -STD. PILAN Nth.. 145• 0I4T 9 () CHK 8' O.C. Nom. 1%" 0 � 1/" MONTAGE PLUST"`Rail (See Cross- Section Below) 5%2" •� °^ •� (D Post 2%" � x 16ga Q 3 "J� 17ga Picket 6 2" Nom. Bracket Options I i�"°• 3'%6" TYPICAL ; ° j (: ° .1 1 •• O `I I 36" Min. I I I I '° Footing Depth I I. .1 (A 3 CONCRETE � I • � L-8 MOW CURB 1 I.:'a 'I i `l 1 NOTES:. I I ° `.l �° 1.) Post size depends on fence height and wind loads. :LJ : u 'a See MONTAGE PLUS" specifications for post sizing chart. 2.) Third rail 3.) 3" Air space 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 when it is obvious that unknown 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. p Y• g 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 9. All walks shall be 3 1/2'� 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. 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 freshl re aced and uniforml mixed of 1 art Portland cement, 1 /2 maximum to 1/4 minimum y prepared Y P 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 rade 40 for #4 Rebars and less grade 60 for #5 Rebars and eater, g g gT gr 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 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. Desi equivalent fluid pressure is from soils report or requested b Owner and is not the responsibility of this � q p p q y p � 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. 1 COBBLE DETAIL 2 W.I. FENCE QQ . 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, Z Q� UJ lif- etc. for all hardscape paving, wall footings, etc. o �a wO 14. For masonry and wood constriction notes, if any, refer to separate list of requirements within this Z P�ffffoO � cto package. s-----� • RADIUS EDGES 1/2 1 o I I . v O1 URN PEDESTAL TO BE SPLIT FACE 2 11 / g FINISH GRADE CMU CONSTRUCTION TO FORM A 24" SQUARBOX. GROUT FILLCELLSEBLOCK \ 1 CONSTRUCTION SCHEDULE (TURF SIDE) COLOR TO BSE 'HARVEST' BY ANGELUS BLOCK. 6 GROUT TO MATCH BLOCK COLOR. 2 O POURED -IN-PLACE CONCRETE 4 Q CAP W/ (3) #3 REBAR 0 12" BOTH WAYS. PROVIDE 1/4 - /4"RADIUS 11 A 12 Existing Street Light RADIUS 0 ALL EDGES. SLOPE TOP TO DRAIN.2 CONCRETE FOOTING^ • •••2" TYP . 2 Existing Fire Hydrant dOfiv � �a a ' - f%F; .?�;,w.... �sr,",. of{^�c"�; Nom:^i^s;.,N•,,,;i>;: O #4 EBAR 2 ®TOP &BOTTOM � � , .".:. M: " ;..� ,w..�';�..':..,.;�w~, .. CV J • . . 9 Existing concrete sidewalk � TTIT:® ' #3 REBAR ® 32" O.C. ALT BENDS lam ' NATIVE SOIL 90% COMPACTED IN FOOTING. I © DECORATIVE POT 13 I 4 Existing 42" dia. water line per San Gabriel Valley Water District 1/2" SCH 40 PVC IRRIGATION I O 24" #3 REBAR, CONTINUOUS UNE -EXPEND THROUGH 2" DRAIN UNE/ SLEEVE AND ' ELEVATION 5 Existing palms PROVIDE FLEXIBLE DRIP EMITTER ENLARGEMENT TUBE AT END (SEE IRRIGATION N.T.S• PLAN FOR SPEC.) - 6 Temporary 5' high tubular steel fence by Ameristar or equal. Fence to be black and located 6" 2„ 24„ OCOMPACTED SUBGRADE PER SOILS REPORT TYP• inside property line until which time the perimeter fence/ wall final design and layout can be Q 2" SCH 40 DRAIN UNE/SLEEVE - / v determined based upon Tract 17039 plotting. Final perimeter fencing shall be in compliance with FPDMESvCTROFPOT. OCATE LEEVEE0 ENE Specific Plan and shall be submitted as a separate "Fence & Wall Plan" 3 CONCRETE MOWCU__rD11L_B TYP. OF POT. 10 TOP OF SOIL 11 GRA, SER 2 - Sq. Pilaster. See separate H.O.A. entry plans prepared by 5itescapes.24 OVER N !I` 5 FABRIC. RUN FABRIC OVER TOP OF DRAIN LINE/SLEEVE -_ 8 Stamped A.C.: OPENING. Field - "Ashlar Slate" pattern; color to be 'Sierra'. 12 EPDXY SEAL AROUND SLEEVE TO j' :1111 Bands - Double or triple rows of "stacked" brick border, color to be Terra cotta. p O FRACTURED ROCK 17 • SECURE POT AND SEAL HOLE. �- _ = _ �' .: :•� �. :., .- . ==rte ... 8 For curved section use "flexible stacked brick" # 18-1-202. - Stamps and colors by "Street Print" (888) 581-2299. 3 O PERMALOC 'CLEANLINE XL' 3/8" X 8" ALUMINUM HEADER 'BLACK'. INSTALL CONNECT 4 9 Standard A/C Paving per C.E. plans. PER MFG. SPECS. ALIGN W/ ADJACENT F.G. O SWALE LINE AT CENTER OF ROCK BAND. TO 30 SQ. DRAINAGE SYSTEM SECTION 10 SEE GRADING PLANS SHEETS L-6 & L-7 1 11 Natural colored concrete with medium broom finish W Co 5 2411SQ. POT PEDESTAL Colored concrete "C-21 Adobe Tan" by L.M. Scofield with Topcast #3 sandblast finish. Apply per �- ALIGN (TYP.) F.G.J O F.G. manufacturer's specifications. 7Tr13 Decorative Pot: Terrachino "Garland Bella Uig." #GARBELLA26 by Garden Art International (800) 500-8004. . _ '41 OQUICKCRETE Q-E30PC CAP. 20 Color to match pots located at Parkhouse Drive Entry. 1111 fill SECURE AS REQ. 1 . 2 0 8x8xl6 SPLIT FACE BLOCK 21 - 00 14 Pour -In -Place Concrete Cap: Natural concrete color Topcast #5 "Sandblast" finish by Grace Decorative Concrete 877-423-6491. 3 „ CONSTRUCTION TO FORM 24 SQ.O _ , ..17 PILASTER 6 - 15 Handicapped Ramp per C. E. Plans 4, 0 6x6x 16 PRECISION BLOCK 21 CONSTRUCTION. SINGLE ROW. 3 . , _ 16 Concrete gutter per C. E. Plans 4 FRACTURED ROCK BAND O CONCRETE FOOTING PER STR. ENG. 5 g0% COMPACTED SUB -GRADE OR PER ��" $..Q'• 17 Install a 6" layer of 9" to 12" (Fractured) 'Apache Brown' decorative rock from Southwest Boulder & Stone (760) 3 42-5 522 . To be applied over native soil. Provide 5 1/2" 'Permaloc' aluminum headerboard (Black) on all SOILS REPORT sides. Install and secure per Mfg. Specs. - See Detail 4, Sheet L8. O QUICKCRETE Q-P12SWC CAP SPLIT IN 20 HALF ALONG LENGTH AND SECURED AS 18 Perimeter Wall/Fence per separate package by Sitescapes. REQ. 2 NOTE: 19 Concrete Mowcurb. See Detail 3, Sheet L-8 STEEL REINFORCEMENT AND FOOTING PER STRUCTURAL ENGINEER. 01 20 Quickcrete: � Pre -cast products to be C-1 "Natural Concrete►t with T-2 light sandblast finish, unless otherwise indicated. Quickcrete (909) 737-6240 21 Split Face Block: Split face (all exposed sides); color to be #300 'Harvest' by Angelus Block (909) 328-9115. Provide natural colored grout. F.G. . 22 D. G. Mulch - 2" layer over native at citrus grove. See sheet L-15 for spec. CV z :..�- I CONSTRUCTION LEGEND -1-H L1J 4. SYMBOL DESCRIPTION QUANTITY V) wa :1-1111 P-4°- a • v a DECORATIVE COBBLE STONE PAVING @ PARWAY 4,065 sq. ft. - SEE DETAIL 1, SHEET L-8 FRACTURED ROCK@ 2.3 80 sENTRIES q. ft. CITY'OF*FONTANA 5 PER STIR. ENG. 4" MAX.. ON - SEE DETAIL 4, SHEET L-8 LANDSCAPE PLANS Call Underground Service Alert @ at least 2 days EXTERIOR FACE - DMW" DY' KNOX AVENUE - SOUTH SIDE SCALE' VIENNA LANE TO CITRUS AVE AS SHOWN before dig you y • below. 6 24" SQ. P DESI BY, CON: TTTU ON DENTDAILS DATE' MEMO DY' DW& NW Know whars s . 9 - �rJ Call before you dig. DATA4 07 / 26 CITY ENGIPEER ME 51152 EXP. DATE N0. REVISION Al 10-14-10 -PLAN CHECK 0ADSCApf ~� o k. P OL y4 G�40 2782 v� fA DATE F �F CA��� DVM CHK DATE 9/7/10 JOB # OS -019 a OF 25 QQ a� �z Z Q� UJ lif- pinil o �a wO 41% ��� Z P�ffffoO � cto z Q v 0ADSCApf ~� o k. P OL y4 G�40 2782 v� fA DATE F �F CA��� DVM CHK DATE 9/7/10 JOB # OS -019 a OF 25 QQ �z Z Q� UJ lif- zW o �a U Z C, � z 0 v 0ADSCApf ~� o k. P OL y4 G�40 2782 v� fA DATE F �F CA��� DVM CHK DATE 9/7/10 JOB # OS -019 L 8 OF 25 h ��� r� ��