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HomeMy WebLinkAbout4952-2rn � co ON / 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to 8 Z the attention of the owners representative. LU N 2. See grading plans for vertical control. F_ Z 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and o 0 structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement ^' N O 1 12"X15' SIGN WALL 5" R TYP.) 4. Contractor shall not willfully proceed with construction as designed when it is obvious (that unknown co ll U obstructions and/or grade differences exist that may not have been known during design. Such TO BE CONSTRUCTED FROM 12" C.M.U. W/ 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. o Q SMOOTH STUCCO FINISH. COLOR TO BE \ o v v 0 accomplish construction operations. DETERMINED. REBAR & CONCRETE FOOTING PER 8 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and O ° iN _ STR. ENG. TOP OF FOOTING TO BE MIN. 6" DEEP. 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where 0 0 0 O 4"X14" PRECAST CONCRETE CAP BY QUICKCRETE of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and 30 SIGN FACE PER OWNER O DECORATIVE COVE REVEAL 4 a 1-8 " „ 1-8 o O5 28" DIA. MUD AND STUCCO Y2 SPHERE. PAINT COLOR TO BE SELECTED. 1'-3"11'-3" 3 0 3" DEEP STUCCO INSET ON 2 SIDES FACING STREET. N APPLY 4" SQ. DECORATIVE TILE TO BACK WALL. O 5 O 3" SMOOTH STUCCO REVEAL 3 O 48" SQ. DECORATIVE MONUMENT PILASTER4 ------ TO BE C.M.U. CONSTRUCTION W/ SMOOTH I. 1 T STUCCO FINISH. REBAR & FOOTING PER STR. 9 ENG. SLOPE TOP TO DRAIN. PAINT 'WHITE o O 5"R DECORATIVE STUCCO REVEALS (TYP.) (TYP.) ' 3"R (TYP.) 0 Z7 1 2 3 2.9 T'2" 10 oo 4o o r7 I N I N o0 0 n - _ : - -I O - h 0 a 8 EQ EQ 15' 4' SQ. REFERENCE ONLY - SEE WALL PERMIT 1) PRIMARY ENTRY MONUMENT "r 01 VINYL POST CAP Q 2" x 6" VINYL RIBBED RAILS O 5" X 5" SQ. VINYL POST 8" DIA. X 24" DOMED CONCRETE FOOTING NOTE: INSTALL FENCE PER MANUFACTURER'S SPECIFICATIONS. FW -2 'RAIL VINYL FENCE' COLOR TO BE 'WHITE'. PRODUCT AVAILABLE THROUGH FENCEWORKS INC. 1-800-350-5620 5) 2 -RAIL FENCE Call Underground Service Alert �Q at least 2 days before you dig Know whars below. Call before you dig. i I 1 ♦�`I �� 3 CY a � I \ �o 00 c14 I Pr) 04 cv NIi �� I �i 3"R (TYP.) O 3" LAYER OF STABILIZED DECOMPOSED GRANITE. TO BE 3/8" 2 MINUS WITH 11 % FINES 'PALM SPRINGS GOLD' BY O 36" SQ. DECORATIVE MONUMENT SOUTHWEST BOULDER & STONE,' OR PER CITY SPECIFICATION. CL PILASTER. TO BE C.M.U. INSTALL 1/2" BELOW CURB F.S.I STABILIZER PER STABILIZER 14" 14" CONSTRUCTION W/ SMOOTH SOLUTIONS INC. 1(800) 336-2468 STUCCO FINISH. REBAR & FOOTING PER STR. ENG. SLOPE 0 3 O CONCRETE CURB WITH X" RADIUS FOR ALL EDGES 55 _ TOP TO DRAIN. PAINT 'WHITE'. DECORATIVE COVE REVEAL Q FINISH GRADE M\ - ,----- ----\ O20•• 4 (2) #3 REBAR CONTINUOUS AT TOP & BOTTOM J -A2 DIA. MUD AND STUCCO Yz Q :( SPHERE. PAINT COLOR TO BE �5 COMPACTED SUBGRADE 6 I_r (TYP.) SELECTED. N� I (TYP.) 0 3" DEEP STUCCO INSET ON 3 © 4" LAYER OF CRUSHED APPROVED GRANULAR ROAD BASE SIDES FACING STREET. APPLY PRE-SOAKED AND COMPACTED TO 95% I• 4" SQ. DECORATIVE TILE TO ----- - -- ---- jj BACK WALL. 10 a -n" 4 O5 3" SMOOTH STUCCO REVEAL r �6 PERIMETER WALL- PER C.E. 00 N2.;1-2,.._ .2„ PLANS. ol EQ EQ 36" SQ. REFERENCE ONLY - SEE WALL PERMIT 2 SECONDARY ENTRY MONUMENT 3 D.G. TRAIL GFINISH GRADE ONATURAL CONC. MOWCURB WITH MED. BROOM FINISH AND 1/2" RADIUS, ALL SIDES. 3O (1) #3 REBAR - CONTINUOUS 4�1"-1 1/2- LAYER D.G./CRUSHED ROCK OVER NATIVE SEE SHEETS L9 & L10 FOR SPECIFICATION. 4) MOWCURB / D.G. EDGE DETAIL O FRACTURED ROCK TO BE HAND STACKED 7 . ., CONSTRUCTION SCHEDULE WITH 'VERTICAL APPEARANCE. PACK ROCK MASONRY NOTES TIGHT SO THAT IT BECOMES INTERLOCKED 1. All masonry blocks, bricks, veneer, etc. as well as other products and equipment shall Ilbe Street Light - Per C.E. Plans �2 PROVIDE 2ND LAYER OF ROCK installed per manufacturer's specifications and per industry standards. TO FILL IN VOIDS AND TO COVER i Fire Hydrant - Per C.E. Plans LOWER GROUT LEVEL 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 �3 RANDOM EDGE WITH ROCK FACE per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of (D Concrete sidewalk - Per C.E. Plans "NO GROUT ON OUTSIDE EDGE. 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. Accessible curb depression - Per C.E. Plans O4 COLOR MORTAR BED TO MATCH ROCK. PROVIDE 2-3" LAYER OVER COMPACTED NATIVE 3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the 5 Mowcurb - See Detail 4, Sheet Ll. TO SEAL AND LOCK IN BOTTOM LAYER OF ROCK. requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be a minimum of fm=l 500 PSI. Quickcrete products to be natural concrete with light sandblast finish FRACTURED ROCK 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 ] Install 1 1/2 layers of 12" to 24" 'Indian Gold' hand -packed fractured rock, grouted over native' ultimate compressive strength of 2000 PSI at 28 days. Rock available from Southwest Boulder & Stone (760) 342-5522. Install per Fractured Rock 5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water detail on Sheet L-1. added to produce consistency for pouring without segregation. Fine grout in spaces 2" or less, shall be composed of part Q , 8 Palm Springs Gold landscape boulders from Southwest Boulder &Stone (760)342-5522 Install 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. a� per boulder installation detail on sheet L-7. Numbers indicate boulder size. 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. NO n sYti+eo� a Install a 1 - 1 1/2n layer of' Mojave Gold 3/8" fractured rock over smooth finish grade as 6. Reinforcing steel shall conform to ASTM A-615 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater, mulch/bark substitute after all planting. Submit sample to Landscape Architect for approval prior unless otherwise noted. to installation. Available from Southwest Boulder & Stone (760) 342-5522. 7. All continuous bars or dowels shall lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted. 10 Decorative Monument Pilaster Tile - 8. Excavate for foundations to the depths shown on the drawings included undisturbed soil or compacted earth, 12" 4x4 decorative focal tile - To Be Selected minimum unless otherwise noted. 9. Contact Landscape Architect if site conditions are not as shown. 11 Catch Basin per C.E. Plans 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. 12 Water Valve / Access Panel per C.E. Plans 11. For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall. 13 Street Sign -Per C.E. Plans 12. Design equivalent fluid pressure is from soils report or requested by Owner and is not the responsibility of this Landscape Architect. 14 Electrical Transformer Location - Per Utility Plans by Others (Typ.) 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 15 Electrical Access Manhole / Box Location - Per Utility Plans by Others (Typ.) using "Thoroseal" foundation coating (or approved equal). Apply per manufacturer's specifications. ('f1N4TR T T('TT(lN N(ITF.0 NO. REVISION 0 oQ� 4 00 ,-� 00 0 0� z UJ o � � oc U W O 0 a Q� a Uow>-ti o t� U ofl 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. `p N D S C,q p Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture �� �a0 �. Polyp qac shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete c� 2782 y°s 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 J'� �� DAA by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in qTF OF CA`�FO� accordance with ACI 301. 9. All walks shall be 3 1/2" thick concrete with a medium broom finish. 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. D1PVN CHvi 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. Refer to appropriate plans. DATE 3/1/12 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation shall take precedence. ��++ JOB # 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and p ovide subgrade V I T I�/ OF F O N T A N A 11-021 preparation per the soils report. LANDSCAPE PLANS 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."`'"'' DUNCAN &COYOTE CANYON ROAD ��E' LOT D & E DETENTION BASINS AS SHOWN 14. For masonry construction notes, if any, refer to separate list of requirements within this, DESIGNED BY- DAM y �' q CONSTRUCTION DETAILS package. NO ES EGEND L 1 CHECKED BY, APPROVED H / DVG NEL- ( ' rE'' / 4952 215 OF 1 CITY ENGINEER R.C.E. 51152 EXP. DATE 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to Z the attention of the owners representative. LU I--1 2. See grading plans for vertical control. F_ Z 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and o 0 structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement V of said utilities. 4. Contractor shall not willfully proceed with construction as designed when it is obvious (that unknown ll U 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. Q 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 O 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. `p N D S C,q p Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture �� �a0 �. Polyp qac shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete c� 2782 y°s 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 J'� �� DAA by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in qTF OF CA`�FO� accordance with ACI 301. 9. All walks shall be 3 1/2" thick concrete with a medium broom finish. 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. D1PVN CHvi 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. Refer to appropriate plans. DATE 3/1/12 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation shall take precedence. ��++ JOB # 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and p ovide subgrade V I T I�/ OF F O N T A N A 11-021 preparation per the soils report. LANDSCAPE PLANS 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."`'"'' DUNCAN &COYOTE CANYON ROAD ��E' LOT D & E DETENTION BASINS AS SHOWN 14. For masonry construction notes, if any, refer to separate list of requirements within this, DESIGNED BY- DAM y �' q CONSTRUCTION DETAILS package. NO ES EGEND L 1 CHECKED BY, APPROVED H / DVG NEL- ( ' rE'' / 4952 215 OF 1 CITY ENGINEER R.C.E. 51152 EXP. DATE