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Home My WebLink About2089-30C CA CP 0000 (1) 0, . 6.1 *1 10* P.A.- V N P.A. eF x NOTE: DIMENSIONS NOT INDICATED ON THIS SIDE ARE.IDENTICAL TO THOSE ON OPPOSITE SIDE OF SLOVER.,?WENUE LIGHTING THIS SIDE SAME AS OPPOSITE 0 N\j S�Auvloo NP P.A. . ...................... P.A. A. P.A. P.A! P.A. P.A., P.A. CONSTRU44."0'4TION NOTES 1 CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 2. CONTRACTOR SHALL VERIFY LocAriONS OF ALL UNDERGROUND UTI -i i Y L INES, PIPES, VAULTS, OR BOXES PRIOR TO EXCAVATIJN. ANY DkMAGE INCURRED TO ANY ADDITiONAL COST TO THE OWNER. 3. CONTRACTOR SHALL SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND SHALL BE COMPLETELY AWARt OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATIFACTORY GROUND LEVEL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE SURFACE FLOW AREAS AT 1% (MIN.) ON HARDSCAPE AND 2% (MIN.) ON GRADE UNLE$F OTHERWISE INDICATED. 5. LOCATIONS OF CONSTRUCTION ELEMENTS: LIGHTS, SIGNS, VENTS HYDRANTS, TRANSFORMEIRS, ETC., ARE APPROXIMATE. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER LtXECUTION OF HIS WORK. 6. WHERE PAVING AND FINISH GRADE MEET, THE FINISH GRADE SHALL BE DEPRESSED 11@ IN TURF AREAS AND 1 1/2" IN GROUNDCOVER AREAS. 7 CONTROL JOINTS AND EXPANSION JOINTS ARE LOCATED ON PLAN. 0 8. CONCRETE IN ASPHALT PARKING LOT TO BE VERIFIED WITH SOILS ENGINEER FOR THICKNESS AND BASE PREPARATION. 9. LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY THE LANDSCAPE ARCHITECT ON SITE. 10. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 11. PAVING AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND CONDUIT UNDER ALL PAVING. 12. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND OR DIFFERENCES EXIST THAT MAY NOT HAVE BEEN,KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 13. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES, AND REGULATIONS. 14. THE CONTRACTORS, AND/OR SUB -CONTRACTORS SHALL VISIT THE SITE PRIOR TO SUBMITTING BIDS. 15. SUB -CONTRACTORS SHALL BRING DISCREPENCIES IN PLANS, SITE CON S, AND PRIOR WORK TO THE GENERAL CONTRACTOR'S ATTENTION BEFORE ANY IONAL WORK IS PERFORMED. 16. WHERE A CONFLICT OCCURS, SUCH AS BETWEEN'G L NOTES AND THE SPECIFIC DETAILS, THE LANDSCAPE ARCHITECT SHALL B_ IFIED AND HE WILL INTERPRET THE OF THE'CONTRACT DOCUMENTS. 17. CON R SHALL PROVIQE 0 -WITH ALL WARRANTIES GUARANTEES, AND I NST UCTIO 'ALS FOR E - ENT, APPLIANCES, FIXTURES, ETC. 18 CONTRACTOR SHALL ROM THE SITE AND LEGALLY DISPOSE OF ALL DEBRIS AND EXCAVATED MAT OT RE FOR FILL. NO RUBBISH OR DEBRIS SHALL BE_ URIED ON TH 19. SLOP N AREAS NOT TO EXCEED 3:1 20. JECT NALKS NOT TO EXCEED A SLOPE OF 20:1 OR 5% GR T. SLOPE IN GROUNDCOVER NOT TO EXCEED 2:1. 22. RAMPS INTO BUILDINGS NOT TO EXCEED 12:1 OR 8.33%. 23. HOLD FINISH GRADE A MINIMUM OF 6"BELOW FINISH FLOOR'UNLESS o HERWISE NOTED. 24. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. 25. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. 26. SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADING AND DRAINAGE ELEVATIONS. 27. ALL PAVED CONCRETE SURFACES SHALL HAVE A MINIMUM OF 3 1/2" THICKNESS UNLESS OTHERWISE NOTED ONPLANS. 28. ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI Cp 28 DAYS. 29.1 ALL DEMOLITION ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND BE DISPOSED OF IN ACCORDANCE WITH LOCAL CODES. ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. J CONSTRUCTION LEGEND A. CONCRETE CURB/ GUTTER, N.I.C. B. H/C/ RAMP, N.I.C. C. FIRE PLUG, N.I.C. D. CONCRETE WALKWAY, N.I.C. E. MOWSTRIP, N.I.C. F. SIGNAGE.,_ N.I.C. .G,� TRAFFIC SIGNAL CONTROLBOX -1 - CONSTRUCT MASONRY WALL z 2. CONSTRUCT MASONRY PLATFORM - P3 I 11***F� t%nKJ4Z-rD1 11'"r f%nK11'%Dr_-rr_ C%--rAID Y A 775- 315 Ir - 0 _V in ,�4 5 + 0 NOTE: SECTIONS ARE DIAGRAMATIC AND INTEND TO SHOW OM -0 ERAL RELATIONSHIPS. FOR EXACT GRADING AND CONSTRUCTION, REFER TO PLANS SECTIONS 1 11-101 KItYINUMS L_FT%J1% -J. DAT E AP P%RI I I DATE APPROVAL OVAL The Dike Paitnership 4. CONSTRUCT CONCRErE PAVING Landscape Architecture Urban Design 5. INSTALL EXPANSION JOINTS Site Planning SAN One Venture, suite loo 6. INSTALL POTTERY, T.B.S.- # Irvine, California 92718 7. INSTALL SIGN LIGHTING 714 753 1779 X Fax 714 753 1479 0,8. INSTALL WELL UPL)GHT SLOVER AVENUE r I 11z.6; uodward D�A�e' MATERIAL/FINISH SCHEDULE VX. . ZImm w a W.2 r1:7 _4 - P T W 4 C INTEGRAL COLOR CONCRETE, T.B.S., SCOFIELD # ---- - -- z I (Date) MEDIUM -RETARDANT FINISH UJI X L 3m3,, §:Llj a sm 0,,/ INTEGRAL GXOR CONCRETE, T.B.S., SCOFIELD # ------- - Of CA0�' L1 z LIGHT SANDBLAST FINISH 4V Uj > NAT ANA'@ URAL GREY CONCRETE, LIGHT SANDBLAST FINISH, #44* 0 IT § sow S M jA--1, AVE 110, ...... FO NITA t\1 A -nPKIIA a : r ITY In P rAl I P 0 10 20 40 NOTES ALL -WORK THIS SHEET TO BE INCLUDED IN BID SCHEDULE No. 4 THE WALL TREATMENTS DESCRI BED HEREIN ARE CURRENTLY SCALE 1 20' NO.T-APPROVED BY PLANNING COMMISSION. Ilk- j": 0 1 a: :z W PUBLIC WORKS DEPARTMENT DRAWN BY SCALE: PROJECT IDENTIFICATION DESIGNED BY SIGN #1 Jumv j If H AVENUE CHECKED BY' DATE: CONSTRUCTION PLAN I ND E X MAP Cr JOB NO. DR. NO. SHT. NO. No Scale 0 APPROVED z 90023 CIFY ENGINEER R C E. 2512[6 4VIU:"� 30 OF 35