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HomeMy WebLinkAboutP_5197_SGENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBUC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERUNE OF STREET. 3. EXISTING UNDERGROUND UTIUTIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. EXCEPT AS APPROVED OTHERWISE. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOIL TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. N/ A 8. All MANI !OLES SIIALL BE LEFT BELD\11 PAVEMENT GRADE AND BROUGIIT TO RNISI I GRADE AFTER PAVEMENT IS IN PLACE. N/A 9. STATIONS 5110'/ill THUS (e;OO) ARE SffiRM DRAIN STATIONS AUD ARE IIIDEPD,Q[lff OF AtL OTIIER STArlONS. N/ A la. Sfl'/ER, WATER AND SffiRM DRAIN LINES DISTANCES SIIOWN IN PROFILE ANO IN 11 IE ESTIMATED QUAlfflTIES ARE HORIZONTAl EJISTANCES. N/ A 11. STATIONS SHOW!! [OtOOj ARE SEWER STATIOIIS IINB ARE INBEPEl,BElff OF ALL 011 IER STATIBNS. 12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBUC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT'S INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND CONSISTENCY WITH EXISTING CONSTRUCTION. 13. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 14. ALTHOUGH NOT EXPECTED FOR THIS SITE, PROVISIONS FOR DE-WATERING SHALL BE MADE lN CASE GROUNDWATER IS ENCOUNTERED DURING THE WORK. 15. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN N0.13 ABOVE FROM CAL/OSHA. N/ A 16. ALL SffiRM DRAIN, SEWER AND WATER PIPE SHALL BE BEDBEO PER effY OF NEV/PORT BEACH Snl. 106 L. 17. ALL CONCRETE SHALL BE 560-C-3250. N/ A 18. ALL SBVER LINES TO BE O'/INED, OPERATED AND MAIIITAINE!l B'I 11 IE CHY OF IIEWPORT BEACII SI IALL BE VlllEG N/A INSPEC'fEO AFTER CLEANING, AIR T'ES'FING Al4fl MAl4 flRILLING. ALL '"1DEO INSPECTION SI IALL BE PERFORMED. BY Tl IE CIW um.mes DEP,~RTMHIT. lHE DEVELOPER SHAti PAY +I IE CURRHff RAFE ESTABLISIIEO BY TIIE Gil"¥ FOR 1/lDEO l~ISPEGTIOII. ANY 8BVER UN[ rornm TO BE DITEc:FIVE SIIALL BE REPA!Rrn AN9 RE ltlSPECT£9. INCWDltlG AIR TEST, MAN9RILL },ND VIDEO, PRIOR 19. NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT MAY BE REQUIRED BY THE CITY • AT THE TIME OF CONSTRUCTION AT THE DISCRETION OF THE PUBUC WORKS INSPECTOR. 20. APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. 21. CITY DlCROACI IMEtlT AGREEMENT IS REQUIRED FOR ALL NON SfANDARD PRIVATE IMPROVEMENTS WITIIIN +I IE PUBLIC Rl61 Ff OF 'NAY. 22. CONTRACTOR SHALL COMPLY WITH ORDINANCE 15.10.060H (SIGHT DISTANCE, ROAD SIGNAGE AND FLAGMEN) DURING EARTH TRANSPORTATION OPERATIONS TO OR FROM THE PROJECT SITE. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILJTIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBUC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CAUFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN MN WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPUANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CAUFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT IT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY· FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE CIVIL ENGINEER. UNAUTHORIZED CHANGES AND USES: THE CML ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR UABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION NOTES & QUANTITY ESTIMATE: • NO. IMPROVEMENTS GRADING 1 CONSTRUCT HIGH "DONOR" TILE WALL PER LANDSCAPE CONSTRUCTION PLANS (SHEET LC-1) 2 CONSTRUCT HIGH SEAT WALL PER LANDSCAPE CONSTRUCTION PLANS (SHEET LC-1) 3 CONSTRUCT CLOCK TOWER PER STRUCTURAL PLANS IMPROVEMENT PLAN 4 PROTECT IN PLACE 5 CONSTRUCT 4" THICK DECORATNE CONCRETE PAVEMENT; TEXTURE, PATTERN, COLOR, ETC. PER LANDSCAPE CONSTRUCTION PLANS (SHEET LC-1) 6 CONSTRUCT 4" REMOVABLE BOLLARD PER CITY OF NEWPORT BEACH DRAWING NO. STD-917-L 7 CONSTRUCT CURB TYPE "8" PER CITY OF NEWPORT BEACH DRAWING NO. STD-182-L FOR 8 CONSTRUCT CONCRETE RIBBON 9 PAINT HANDICAP STALL UNES & MARKINGS PER STRIPING PLANS 10 INSTALL 4" P.V.C. (SCH.40) DRAIN LINE INCLUDING REQUIRED FITTINGS CENTENNIAL PLAZA @ CORE EXISTING BOX FOR 4" DRAIN UNE & EPOXY AS REQUIRED ,12 CONSTRUCT "DONOR" MONUMENT PER STRUCTURAL PLANS @ CONSTRUCT VARIABLE THICKNESS OVERLAY TO OBTAIN 2% MAX SLOPE WITHIN H.C. STALLS; INCLUDE GRINDING AS REQUIRED BAYSIDE DRIVE/MARGUERITE AVENUE/ EAST COAST HIGHWAY NEWPORT BEACH, CA AND FEATHER TO JOIN '14 REPLACE ST. UGHT BASE PER CITY OF NEWPORT BEACH DRAWING NO. STD-202-L-A; MODIFY BASE TO BE POURED AT 4• ABOVE FINISHED SURFACE. SIGNING & STRIPING (20 INST ALL REFLECTIVE R99 SIGN 21 INSTALL PARKING STALL STRIPING PER CITY OF NEWPORT BEACH STD-805-L -A & STD-805-L-B 2 INSTALL HANDICAP PARKING STALL STRIPING PER CITY OF NEWPORT BEACH STD-805-L -A & STD-805-L -B 3 INSTALL REFLECTIVE R99A SIGN ('VAN ACCESSIBLE") 4 CONSTRUCT CURB & CONCRETE RIBBON PER IMPROVEMENT PLANS 5 WET SANDBLAST AND REMOVE CONFLICTING STRIPES AND/OR PAVEMENT MARKINGS IC WORKS DIRECTOR • RC£ 36106 PROJECT SITE VICINllY MAP NOT TO SCALE SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 TITLE SHEET IMPROVEMENT PLAN STRIPING PLAN DEMOLITION PLAN 6 RELOCATE PARKING METER AS INDICATED PER STRIPING PLAN 7 INSTALL REFLECTIVE R100B SIGN DEMOLITION 6-/7-IJ.G'"" DATE '3 1) @ NPDES NOTES: 1. CONSTRUCTION SITES SHALL BE MANTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF 33 4 35 )6 37 38 39 40 41 4, 43 44 45 46 MATERIAL OTHER THAN STORMWATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT; CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO; SOLID OR UQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE / EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE / EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FIEDERAL REQUIREMENTS. 2. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUAUTY CONTROL BOARD. SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK SAWCUT & REMOVE EXISTING AC. PAVEMENT SAWCUT & REMOVE EXISTING CONCRETE CURB REMOVE EXISTING TREE REMOVE & RELOCATE EXISTING SIGN PER STRIPING PLAN RELOCATE EXISTING METER PEDASTAL; CONTRACTOR TO COORDINATE WITH S.C.E. RELOCATE EXISTING PARKING METER PER STRIPING PLANS PROTECT EXISTING SIDEWALK PROTECT EXISTING CURB & GUTTER PROTECT EXISTING CURB PROTECT EXISTING ASPHALT PROTECT EXISTING TREE PROTECT EXISTING TRAFFIC SIGNAL POLE PROTECT EXISTING PULL BOX PROTECT EXISTING CURB RAMP PROTECT EXISTING LIGHT POLE SIGNING AND STRIPING GENERAL NOTES: 1. SIGNING AND STRIPING SHALL CONFORM TO NOV. 2002, CALTRANS TRAFFIC MANUAL, 2003 M.U.T.C.D. AND 2003 CALIFORNIA SUPPLEMENTAL, THESE PLANS AND SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS A-20(A-D) FOR STRIPING DETAILS, INCLUDING INSTALLATION AND REMOVAL OF RAISED REFLECTNE PAVEMENT MARKERS. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND APPLIED IN TWO COATS. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS. 3. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND CURB PAINT SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. 4. PAVEMENT THAT IS DAMAGED DUE TO THE REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY INSPECTOR. 5. THE CONTRACTOR SHALL CONTACT THE CITY OF NEWPORT BEACH INSPECTION SERVICES FOR INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY All EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. IF CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON THESE PLANS, THE CITY OF NEWPORT BEACH INSPECTION SERVICES SHALL BE NOTlflED BEFORE PROCEEDING WITH WORK. 7. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER OF NEWPORT BEACH. 8. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LA TEST 2003 M.U.T.C.D. AND 2003 CALIFORNIA SUPPLEMENT, EDITIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) "MANUAL OF TRAFFIC CONTROLS" CHAPTER 5, STANDARD SPECIFICATIONS, AND THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H. MANUAL). 9. THE CONTRACTOR SHALL HAVE ALL TRAFFIC CONTROL CONSTRUCTION SIGNS, DELINEATORS, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 10. THE CONTRACTOR SHALL MAINTAIN All TRAFFIC CONTROL SIGNS, DEUNEATORS, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC WHILE WORKING IN THE STREET. 11. ADDITIONAL TRAFFIC CONTROL DEVICES MAY BE REQUIRED IN THE flELID. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY OF NEWPORT BEACH TO ASSURE PUBLJC SAFETY AT All TIMES. 12. THE CONTRACTOR SHALL UTILIZE A FLAGMAN DURING CONSTRIJCTION WORK AS DEEMED NECESSARY BY THE CITY INSPECTOR. 13. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURE ON ARTERIAL STREETS. 14. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY INSPECTOR PRIOR TO FINAL INSTALLATION. 15. PAVEMENT LEGENDS SHALL MATCH THE CITY STENCl[S. 16. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH PROTECTIVE OVERLAY FILM. CIVIL ENGINEERS APPROVED: ALDEN & PLANNERS IMPROVEMENT PLAN SSOCIATES LAND SURVEYORS BAYSIDE DRIVE/ FOR 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 MARGUERITE AVENUE/ CENTENNIAL PLAZA (9 9) 660-0110 FAX, 660-0418 ~I'-/.' EAST COAST HIGHWAY CITY OF NEWPORT BEACH PE 40496 DATE UTILITIES DIRECTOR DATE PUBLIC WORKS DEPARTMENT QUANTITY UNff 133 LF 73 LF 36 SF - 1,009 SF 1 EA 48 LF 60 SF 31 LF 34 LF 1 EA 4 SF - 1 EA 2 EA 721 LF 53 LF 1 EA - - 15 EA 1 EA 1,098 SF 497 SF 86 LF 3 EA 2 EA 1 EA 2 EA - - - - - - - 1 EA 2 EA - ' \ . I \ • ' \\\ \ ' \ p \ \ LEGEND: TC • FS • FL 8W GB fW SW INDICATES TOP OF CURB IND!CATES FINISHED SURFACE INDiG.AJES FLOW LINE tND'CATES BACK Of WALK INDICATES GRADE BREAK INDICATES TOP OF WALL IND!C.~TES SIDEWALi( HORIZONTAL CONTROL INDiCATES UGHT POLE INDICATES PA'iKiNG METER INDICATES SIGN INDICATES PEOEST~L INDICATES PULLBOX INDICATES TRAFFlC SIGNAL POLE I \ 25.0" M12 ,---·_oo_N_O_R_,·,-M=O_N_UM_E_NT __ \!.::) NO SCALE BASIS OF BEARINGS: Call: TOLL FREE 1-800-422-4133 "IL )'.\(;!;'ffi;Nl'JI\, ltNAVJ.d,oq, f0/W2C036.1B::211M,QN,h:, N/A COUNiY OF ORANGE BM NO. 3K-29-68 IN CORONA DU MAR, IN THE SOUTH CORNER Of THE •r lfffER.,"£CTION OF STATE HIGHWAY 1 ANO IRIS AVENUE, IN TOP OF THE NORTH CORNER OF A C~TCH BASIN, 35.B FT. SOUTHWEST OF THE CENTERUUE Of PACIFIC COAST HIGHWAY, 49.5 FT. SOUTHEAST Of THE CENTERUME Of IRIS AVENUE, 15.5 FT. SOUTHEAST OF A STREET STANDARD, THE STATION IS lE\'EL \\HH THE HEIGHT OF THE HIGHWAY. Elf'IATION = 84. 166 NAVO 1988 \ \ \ \ \\\ \;\ •H I \!\ I ! I \11'-----EX!STING If v.c.P. \ \ I CITY OF NEWPORT BEACH 'II N.8. SEWER 'I' t1 1i\ " \ii li\ " THIS PLAN IS SIGNED of THE CllY Of NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE APPLICABLE Cl1Y STANDARDS ANO REQUIREMENlS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS N-JD ACCURACY. REVIEWED: .~fuA .,,{ !?7 ~~ G"y\..-. t>f u'f 5 TRANSPOATIN & DtvaoPMEITT Sf_RVIC(S 1,1.ANAGER o CURVE Cl C2 C3 C4 C5 C5 C7 C8 C9 C10 C11 C12 CURVE TABLE ' ' DELTA RADIUS I LENGTH ; 0052'04" 723.26' I 10.96' I 45'46'36" 29.85' i 23.85' 7'!02'31' 13.50' ! 18.62' 10'02'29" 20,00' 3.51' 34'44'01' 20.00' 12.12' 76°46'29" 12.09' 16.21' 74'56'51' 13.50' 17.66' 09'53'23" 40.37' 5.97' 60'00'06" 8.00' 8.38' 65'14'40" 17.00' 19.36' 50'09'00" 14,76' 15.50' 39"54'58" 20.13' 14.02' ALDEN & SSOCIATES ' ' i ClVIL E.NGlN'EERS PLANNERS IAND ffiJRVEYORS 2552 ~= ROAD, smTE B, rn,1NE, CA 92614 (94r 660-0110 FAX: SS0-0416 __,,j _/7:y----c:,/2/c 5'" DAVID L. BACON PE 40496 DA'{E CONSTRUCTION NOTES (D CONSTRUCT HIGH "DONOR" TILE Wfil PER L'.NDSCAPf CONSTRUCTION PlA.NS (SHEET LC-1) @ CONSTRUCT HIGH SEAT V/All PER LANDSCAPE CONS"IRUCTION PLANS (SHEET LC-1) @ CONSTRUCT CLOCK TOWER PER STRUG1URAL PLANS © PROTECT !N PLACE @ CONSTRUCT 4" THICK DECORATIVE CONCRETE PAVEMEh'T; TEX"TURE, PATTERN. COLOR, ETC. PER lJtNOSCAPE CONSTRUCTION PU,NS (SHEET LC-1) @ CONSTRUCT 4" REMOVABLE BOUARD PER Cl1Y OF NEWPORT BEACH DRAWING t.'O. STD-917-L (j) CONSTRUCT CURB l'/PE "B" PER CITY OF NEWPORT BEACH DRAWING NO. ST0-182-L @ CONSTRUCT CONCRETE RIBBON @ PAINT HANOJCAP STALL LINES & MARKINGS PER S1RlP!NG PLANS @) INSTAll 4" P.V.G. (SCH.40) DRAIN LINE INCLUDING REQUIRED FITTlNGS @ CORE EXISTING BOX FOR 4• DRAltt LINE & EPOXY AS REQUIRED @ CONSTRUCT "DONOR" MONUMENT PER STRUCTURAL PLANS @ CONSTRUCT V~RIABLE THICKNESS OVERLAY TO OBTAIN 2% MAX SLOPE WITHIN H.C. STAU.S; !NCI.UDE GRINDING AS REQUIRED AND FrATHER TO JOIN @ REPLACE ST. LIGHT BASE PER CITY Of NEWPORT BtACH DRAWING NO. S10-202-L-A; MODIFY BASE TO BE POURED AT 4'' ABOVE FINISYED SURFACE. NOTES 1. SEE S!GN!NG & STRIPING PLAN SHEET 3 FOR PARKING STALL D!MENSIONS, SIGNING, STRIPING & PARKING METER LOCATIONS. 2. SEE D£MOUTION Pl.AN SHffi 4 FOR REMOVALS. 3. DEEPEN TOWER FOOTING /,s REQUIRED TO AVOID SURCHARGE/LOADING ON EXISTiNG PIPE. r. I I ! --------..... ---............ -... ----------.... -----': ------.J "-...( \ APPROVED: i ' ' ; 10 5 ~ fi 0 10 I, f SCA!..£ iN FEET 1 inch c10 ft. IMPROVEMENT PLAN PL;\N NO. 20 I I BAYSIDE DRIVE/ FOR P-5197-S MARGUERITE AVENUE/ CENTENNIAL PLAZA 1---------------------+-------11 UTILfflES DIRECTOR DATE EAST COAST HIGHWAY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Si!EET 2 OF 4 I I I I I \ \ \ rEXISTING PARKING METER ,t . TO REMAIN \$ __ _ 26 " ' -----·-• ---- __ \:___ ·c,:;:: ,, ----"'-~ EXISTING CURB 4' o,-0 I I I I I ---- I I BAYSIDE~ DRl~E~ -- I 36" '-CENTERED @ ENTRANCE I TO PARKING STALL SYMBOL OF ACCESSIBILITY DETAIL NO SCALE NOTE: ALL STRIPING SHALL BE IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD-8O5-L -A & STD-805-L -8, AND CALIFORNIA TITLE 24 ACCESSIBILITY GUIDELINES. Underground Service Alert BASIS OF BEARINGS: Call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG N/A R99A 23 R99 20 ® 4" WIDE BLUE STRIPES PAINTED WITH lWO COATS 4" WIDE BLUE STRIPES PAINTED WITH lWO COATS 9' TYP. fl' CURB [7 N 8' PAINTED BLUE HANDICAP SYMBOL ON WHITE BACKGROUND PER lTTlE 24 REQUIREMENTS WALL @:f N "' - PAINTED WHITE PAVEMENT LEGEND "NO PARKING" (SHALL MATCH CITY STENCILS) "" II -~ PARKING ONLY • I I 'i,, VAN ACCESSIBLE w --1--"' TOP OF WALL ... N . HJ" UNAUTHORIZEO VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITTES MAY BE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING PARKING STALL STRIPING DETAILS PARKING STALL SIGN DETAILS NO SCALE COUNTY OF ORANGE BM NO. 3K-29-68 IN CORONA DEL MAR, IN THE SOUTH CORNER OF THE •r INTERSECTION OF STATE HIGHWAY 1 ANO IRIS AVENUE, IN TOP OF THE NORTH CORNER OF A CATC'< BASIN, 35.8 FT. SOUTHWEST OF THE CENTERLINE OF PACIFIC COAST w· ,1/AY, 49.5 FT. SOUTHEAST OF THE CENTERLINE OF IRIS AVENUE, 15.5 ,... SOUTHEAST OF A STREET STANDARD, THE STATION IS LEVEL WITH TI.Jr :1::iGHT OF THE HIGHWAY. ELEVATION = 84.166 NAVO 1988 NO SCALE CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE APPLICABLE CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO ACCURACY. REVIEWED: ~d QJPd,~ 1,,/1t,f <» TRANSPO TION & DEVELOPMENT SERVICES MANAGER 7□AT GENERAL NOTES 1. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTlc" APPLJED AT A MINIMUM THICKNESS OF 0.45 MM. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 2. SANDBLAST ALL CONFLICTING PAVEMENT STRIPING AND LEGENDS. (REMOVAL OF THERMOPLASTIC PAVEMENT AND MARKINGS AND STRIPING IS TO BE ACCOMPLISHED BY PAVEMENT GRINDING.) 3. ALL PARKING STALLS SHALL BE INSTALLED AT A 45 DEGREE ANGLE EXCEPT FOR PARKING ALONG THE MARGUERITE AVENUE FRONTAGE. 4. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLJED. 5. PARKING LOT TO BE FOG SEALED & SANDBLAST OR SLURRY SEAL (AFTER SANDBLAST & TRENCHING HAS BEEN COMPLETED). 6. METER POST ALONG BAYSIDE SHALL BE PER ST0-920-L. 7. METER POST ALONG BANDERA PROPERTY LJNE SHALL BE PER STD-922-L. ALDEN & SSOCIATES 2552 WHITE ROAD, SUITE B, IRVINE, CA CML ENGINEERS PLANNERS LAND SURVEYORS 92614 APPROVED: SIGNING AND STRIPING CONSTRUCTION NOTES: @ @ INSTALL REFLECTIVE R99 SIGN INSTALL PARKING STALL STRIPING PER CITY OF NEWPORT BEACH ST0-805-L 4" WHITE PARKING STALL MARKINGS INSTALL HANDICAP PARKING STALL STRIPING PER CITY OF NEWPORT BEACH STD-805-L PER & DETAIL #22 HEREON INSTALL REFLECTIVE R99A SIGN ('VAN ACCESSIBLE'.') CONSTRUCT CURB & CONCRETE RIBBON PER IMPROVEMENT PLANS WET SANDBLAST AND REMOVE CONFLICTING STRIPES AND/OR PAVEMENT MARKINGS @ @ ® @ @ REMOVE PARKING METER POST AND REPLACE PARKING METER POLE AS INDICATED HEREON CONTACT MIKE SMALL IN CNB PARKING METER SHOP @ 949-718-3108 TO COORDINATE PARKING METER REMOVAL & INSTALLATION INSTALL REFLECTIVE R100B SIGN NOTES 1. SEE IMPROVEMENT PLAN SHEET 2 FOR GRADING & IMPROVEMENTS. 2. SEE DEMOLITION PLAN SHITT 4 FOR REMOVALS. 10 I I 5 0 10 J st;;,; i l!l SCALE IN FEET 1 inch =10 ft. SIGNING & STRIPING PLAN BAYSIDE DRIVE/ FOR 20 I ii~ PLAN NO. P-5197-S I) 660-0110 FAX, 660-0418 ~D ~-P-E-40496 MARGUERITE AVENUE/ CENTENNIAL PLAZA 1--------------------1-------11 DATE -------EAST COAST HIGHWAY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT UTILITIES DIRECTOR DATE SHEET 3 OF 4 LEGEND: TC INDICATES TOP OF CURB FS INDICATES FINISHED SURFACE FL INDICATES FLOW LINE BW INDICATES BACK OF WALK GB INDICATES GRADE BREAK TW INDICATES TOP OF WALL Underground Service Alert 1,'<fORE >-@ ~ ~ Call: TOLL FREE u~ o l-800-422--4133 TWO WORKING DAYS BEFORE YOU DIG \ \ \ \ :a INDICATES LIGHT POLE 0 INDICATES PARKING METER _Q_ INDICATES SIGN li!il INDICATES PEDESTAL m;J INDICATES PULLBOX CD INDICATES TRAFFIC SIGNAL POLE BASIS OF BEARINGS: NIA rrr( 111 111 ~ ss:c, 111 \ I I ~9 Ill "°~J-11 \ \II )\L COUNTY OF ORANGE BM NO. 3K-29-68 40 IN CORONA DEL MAR, IN THE SOUTH CORNER OF THE "i INTERSECTION OF STATE HIGHWAY 1 AND IRIS AVENUE, IN TOP OF THE NORTH CORNER . . OF A CATCH BASIN, 35.8 FT. SOUTHWEST OF THE CENTERLINE OF PACIFIC COAST HIGHWAY, 49.5 FT. SOUTHEAST OF THE CENTERLINE OF IRIS AVENUE, 15.5 FT. SOUTHEAST OF A STREET STANDARD, THE STATION IS LEVEL WITH THE HEIGHT OF THE HIGHWAY. ELEVATION = 84.166 NAVD 1988 111 ·v • . ® • " CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE APPLICABLE CllY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. REVIEWED: (Mfcwi./lJ-U,.py,,~frn,. · t:.tt:.lll:, IBANSPOITT JioN & DEVELOPMENT SERVICES MANAGER~ f " sl /~ r ":.· ~ //: "··,. 0;f I • '9 I." ' I I I •. . -/-i: " / /., / / '9• • ~ > . •, ----- - - - - - - - - - - ---------- - - - - - ------:::-¼ CML ENGINEERS APPROVED: ALDEN & PLANNERS SSOCIATES LAND SURVEYORS 2552 WHITE ROAD, SUlTE B, IRVINE, CA 92614 ~) 660-0110 FAX: 660-0416 4-~ ..,/7-~ DAVID L. BACON PE 40496 DATE UTILITIES DIRECTOR DATE CONSTRUCTION NOTES QJ) SAWCUT & REMOVE EXISTING CONCRETE SIDEWALK @ SAWCUT & REMOVE EXISTING AC. PAVEMENT @ SAWCUT & REMOVE EXISTING CONCRffi CURB Q1l REMOVE EXISTING TREE @) REMOVE & RELOCATE EXISTING SIGN PER STRIPING PLAN @) RELOCATE EXISTING METER PEDASTAL; CONTRACTOR TO COORDINATE Wflli S.C.E. Q1} RELOCATE EXISTING PARKING METER PER STRIPING PLANS @) PROTECT EXISTING SIDEWALK @) PROTECT EXISTING CURB & GUTTER @) PROTECT EXISTING CURB @ PROTECT EXISTING ASPHALT @ PROTECT EXISTING TREE @) PROTECT EXISTING TRAFFIC SIGNAL POLE @ PROTECT EXISTING PULL BOX @ PROTECT EXISTING CURB RAMP @ PROTECT EXISTING LIGHT POLE NOTES: 1. EXISTING CONCRETE AND ASPHALT AREAS ARE APPROXIMATE . 2. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING PROPER PERMITS. 3. SEE IMPROVEMENT PLAN SHEET 2 FOR GRADING & IMPROVEMENTS. 4. SEE SIGNING & STRIPING PLAN SHEET 3 FOR PARKING STALL DIMENSIONS, SIGNING, SIBIPING & PARKING METER LOCATIONS. NOTE: THIS PLAN IS FOR THE REMOVAL OF EXISTING IMPROVEMENTS ONLY. THIS PLAN IS NOT FOR EXCAVATION OR ANY REGRADING OF THE SITE. 10 5 0 L;;J@+{; 10 20 gJ&' &£, j SCALE IN FEET 1 inch = 10 ft. PLANNO. DEMOLITION PLAN BAYSIDE DRIVE/ FOR P-5197-S MARGUERITE AVENUE/ CENTENNIAL PLAZA EAST COAST HIGHWAY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 5: \ -N I,; 0 .; gJ ~ (0 2· 0 ;:: :J 0 :, w Cl ci i 0 :::;; w Cl • N ~ -,.;; 8l ~ -{/) -(!) 's:: Cl l'.i "' ... -l~ ~ .9-0 • I AMRfYfAIIQNe A.6. ABV. A.C. AC.I. ADD. A.1.5.C. A.I.SJ. A.I.TC. ALT. AN.5.i. APPROX. ARCI-I. ARCH'L. AS.TM. AW.PA. AU/.&. ., 6LDQi. 6LK. 6LKGo. BLW. ISM. 6.0.CA. eor. OR <a) 6N. 61'<CC.. 6Ra:. 6.5. 6TlLN. C CANT. C.6. Cl5.C. C.C. OR CIC C.EN. C.I.F. C.J. C.L. CL!'.'.:t. CL.OS. CLR. C.M.U. COL. CONC. CONN. CONST. CONT. CONTR. CR. CTR. CU. FT. CU. IN. CU. 'r'D. DBL. D.E.N. DET. DIA. D!AGo. DIM. D!R. DF. DKG. DL. DN. DO. Db. D.5A. DWS. DUil. EA. e.e. SF. E.J. ELECT'L ELEV. E.O.S. EQ. EQUIP. E.5. E.LU. EXIST. OR (E) EXP. EXT. FDN. FF. F.Gi. F.H. FIN. F.J. FLC.. FLR. FN. F.0.C. F.OM. F.0.5. F.P. FFiMG . F.S. FT. FTC.. GA. GALV. G.S. Ga.LB. G,R. GYP.6D. (4) 4DR. HCiiR. 40Rl:Z. H.5.9. HT. IC.6.0. LD. i.F. IN. INFO. INSUL. INT. INV. Ji:>T. jT_ I< 1<51 (L) LA.9.C. L6. OR• LG. LL. L.L.H. LL.V. LQNC;;IT. L.i:>. L.i:>.L. LT. ANCl-!CR 6CL T ABOVE A&F'l-!AL TIC CONCRETE AMERICAN CONCRETE INSTITUTE ADDITIONAL AMERICA"-! INSTITUTE CF &TEEL CONSTRUCTION A"1ERICA'I IRON AND STEEL IN5T!TUT!': AMERICA"-! INSTITUTE CF TIM6ER CONSTRUCTiON ALTERNATE AMERICAN NATIONAL 5TANDARDS INSTITUTE AFFROXIMATEL 'T" ARCHITECT ARCHITECTURAL AMERICAN SOCIET'r' FOR TE5TINC. MATERIAL5 AMERICAN U/OOD FRE&ERVEl'sS A560CIATION AMERICAN WELDING, s=1Err AT euu ... otN<:= BLOCK 6LOCKING BELOW BEAM BUILDING OFFICIALS AND CODE ADMINl5TRATOR5 60TTOM 60UNDAR'r' NAILING. BRACINC. 6EAR!Nu 60TI-! 5 IDE& !3ETUJEEN CHANNEL CR CAM!3ER CANTILEV!':R CARR!AG.E SOLT CALIFORN,A SUILDINC. CODE CENTER TO CENTER CONTINUOU5 EDGE NAILING CAST IN FL.ACE CON&Ti'<UCTION JOINT, CONTROL JOINT, OR CEILING JOl&T CENTER LINE CEILING CLOSURE CLEAR CONCRETE MA60NRY UN!T COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOJ5 CONTRACTOR COLD ROLLED CENTER Cu'61C FEET CUBIC INC!-1 CU!3!C 'r' ARD DOU6'-E DISCONTINUOUS EDGE NAIL.IN<::: DETAIL DIAMETER DIAGONAL DIMENSION DIRECTION DOUGLAS FIR DECKING DEAD LOAD DOUN DITTO DOUN 6FOUT DIVISION OF T4E &TATE ARC41TECT (CALiFOfs'NIAJ DRAWING DOWEL EACH EACH eND EACH FACE EXFAN&ION JOINT ELECTRICAL ELEVATION CR ELEVATOR EDGiE OF SLAB EQUAL EQL!lf'Mc;NT EACl-i 51DE EA.Cf.! WAY EXISTING EXPAN&ION EXTERIOR FOUNDATION FINl&l-i FLOOR FINISH GRAD!': FULL 1-!E IGiHT F!Nt5~ FLOOR JOIE,T FLANGE FLOOR FIELD NAILING FACE OF CONCRETE FACE OF MA&ONRY FACE OF 6TuD t=ULL PENETRA T!ON FRAMING FAR SIDE FEET OR FOOT FOOTING c.AUGE OR GiAGE GALVANIZE GiRADE !SEAM (;LU-LAM BEAM GiRADE GYP$UM !30ARD i--llGl-f HEADER 4ANG>ER HORIZONTAL !-!IG!-1 6TR..~TI-I !301-T 1-lEIGiHT INTERNATIONAL. CONFE!'<ENCE OF 6UILDING OFFICIALS INS!DE DIAMETER INSIDE FACE INC4 CF< INCHE& INFORMATION INSULATION INTERIOR INVERTED OR INV!':RT JOIST JOINT KIF (1000 L.6S/ KIPS PER SQUARE !NC!-! LOW LOS ANC;;ELES 61..ilLDiNGo CODE FCL.'ND LENGT!-1 OF< LONG LiVE LOAD LONG LEG HORIZONTAL LONG, LEG VERTICAL LONGITlJDINAL LAC:iSCREW LAMINATED STRAND LUMBER UC:d-lT Affl,E£viATIQN& <contJ LT .LUi. LV'-. L.VL. MFR. MAS. MAT'L MAX. M.15. MC MECl-i'L MEZZ. MIN. MISC. Mil. (N) N.I.C. NOM. N.5. N.S.!'.C. N.T.5. •ORNO. 01 O.C. OROIC OD. 01'. OJ.I. OFNc.. 0.5. 0.6.HA FARL.OR II FE!'<F. F.C. Fu. Fl ... P.J. FLUMEl'G F'~YuJD. F.L. F.F. P.&F. P.S.I. F.5L. P.T. FT. RAD. RAFT. RD. REINF. REM. REQD. R.J. RM. RR 6.D.5.T .5. 5.C.L. SECT. Si-tr. 61-!TG. 51M. SIMF. SM.5. SF'"...Gs. &FEC. $.O.G. SQ. 5.5. &TAGG. STD. STIR'. &TL. ST1'<1!CT'L SU&F. S'T'MM. (T) T 4 !3 T ; G, T!-IK. TJ T.O.C. T.OF. T.0.0. TRANS. TS T.5.G. TYP. U.6.C. UN.O. U.R11. U.T. VERT. U/1 U/10 W.F. U/.F!-1. W.WF. • IDT. X-5TR XX-&TR. z L!Gil-lT U/EIG,I-IT LEvEL LAMINATED YENEE!<i! LUMSER MA'iUFACTURER MASONRY MATERIAL MAXIMUM MACHINE 60L T MISCELLANEOUS C!-!A'i'NEL Mi::C!-!ANICAL MEZZANINE MIN!MUM M15CELLANEOU5 METAL NEU.i NOT IN CONiRACT NOMINAL NEAR$!DE NOT S!-!OUN FOR CLARITY NOT TC eG.ALE NUMBER OVER ONC...~TER OUTSIDE DIAMETER OP?OS!TE FACE OR OUTSIDE FACE OPPOSITE 4AND OPENING OFFO&ITE 51DE 0-...CUFATIONAL SAFETY AND HEAL ,>-l &T ANDARD& !30ARD PARALLEL. FERFt:c'"ND !CUL.AR FRECAST PLATE GilRDER FL.ATE FO.JRJOiN"t FLUM6lN:::! FL.TUiOOD PROPERTY LINE PARTIAL PENETRATION FOUNDS FER SQUARE FOOT FOUND& PER SGl'JARE INCl-1 PARALLEL STRAND LUM!SER FO&T-TENS!ONED OR PRES5Ui<!E Tl'2EATED POINT RADIU& RAFTER ROOF DRAIN RE 11'.""0RCiNc. REMAINDE!i< REQUIRED ROOF JO!ST ROOM ROOF RAFTl=R 5EL!'-DRILLING, SELF TAPPING 5CREU/5 STRUCTURAL COMPOSITE LUM6ER SECilCN SHEET &H!:AT!-l!NG 61MlLAFE SIMFOON SHEET METAL &CREW SPAC!NG SPECIFICATION Sl..Ae ON GRADE SGlUARE STAINLESS STEEL OR &ELECT &TRUC,JRAL &TAGiGERED STANDARD ST!FPENER STEEL S~CTURAL e\JSFENDED SYMMEiRICAL TOP TOP AND 60TTCM TONGUE A'ID GROOV!': THIC.1< TRUS JOIST TOF OF CONCRETE TOP CF FOOTING, TOP OF STEEL TRANSV!':RSE 5TRUCiuRAL &TEEL TIJElE" TAFFERED &TEEL GIRDER TYPICAL UNIFORM BUILDING CODE UNLESS NOTED OT!-!ERWl5E UNREINFORCED MA60NR'T" UL TRA50NIC Tf':5T Vl':RTICAL WITH WITHOUT U,IQRf<ING POINT U/ATERF'ROOF MEMBRANE US:LDED U/IRE FA6RIC, UE!6HT EXTRA STRONG DOU6LE EXTRA STRONG ZEE &eCTION ·, STEEL BQQE Pfg,;JtJ(j, I. &Tf':EL ROOF DECKN:. &HALL CONF0"1M TO A.511'1 A44o, C.R.ADE A, WIT!-! A MINIMUM YIELD OF 33fi'X;IZ/ F51 AND GiALVANIZED WIT!-! G,h,Z, COMMERCIAL COATING, lN ACCORDANCE WITH A5n-1 A525. 2. ALL WELDING OF STEEL DECKING SI-IALL !3E PEF<FORMED BY A CERT!F!ED AND APPROVED LiC.I-IT &AUGE WELDER 3. MINIMUM CONTINUOUS DECKING &PANS FER DRAWINGS. MINIMUM END LAP &I-IALL !3E TWO !NCI-IES CENTERED OV!':R S-JFFORTS. MINIMUM 6EARING 51-!ALL SE TUJO INCI-IE5. 4. DECKING &HALL 6E MANUFACTURED WIT!-! ROLLED VENTS ALONG 60TH EDGE& OF SHEET. &. DECK WELDING! FER DRAWING,$. I:>. ALL OPENING& IN DECKING SHALL !3E PROVIDED SY DECKING CONTRACTOR IN COOPERATION WIT!-! T!-!E OTl-!ER TRADES. AL OPENING& SHALL 6E PROVIDED W!Ti-1 MINIMUM lo GiAUGE. CLO&URE ANGLE& WELDED TO DECl<IN<::i, OR A5 NOTED ON SPECIFIC DETAILS. REINFORCE ALI.. OF!:NING5 FER DRAWING&. 1. MANUFACil.lRER SHALL &UeM!T COMPLETE SHOP DRAIJJINGS TO Tl-lE ARCHITECT /6TRUCTURAL E1'1:=INEER! FOR REVIEW PRIOR TO FA!3RICATION. 8. ROOF DECKING IS DE&!GNED FOR UN.SHORED ='i&TRl.lCTION TO Th'E MAX!Ml.'M &FANS INDICATED. IF CONDITIONS OCCUR W!-IERE &FAN& EXCEED MAXIMUM, CONTRACTOR &HALL PROVIDE ADEGLIATE 51-!0RING OR !-IEAVIER GAUGE DECKING, StlElJECT TO REVIEW El'!" ARCl-!ITECT iSTRUCTUF1A!.. ENGINEER). I. SPECIFIED COMFl'<E551vE STRENGTH OF MASONRY, fin, &HALL ElE A& FOLLOUJS, f'm • 150© F&l, ITF!CAL UNLESS NOTED OTl-!ERWl&e. 2. Vl':RIFY SPECIFIED COMFRE55!VE STl'!£NG,T!-! OF MA50NR'r' !N ACCOl'<DA'ICE WIT!-! ONE OF Tl-IE FOLLOWING METHOD& A5 DEFINED IN UBC &ECTION 2ll?JS.3.h MAOONRY PRISM TESTING, MASONFIT 1"1'!15M TE6T RECORD, OR UNIT STRENGT!-1 METI-IOD. 3. SPECIAL INSPECTION FOR STRUCTURAL MASONRY 15 NOT REQUIRED FER UBC SECTION 1101 SINCE HALF ALLOUJA6LE 5TRE65ES A"<!: USED IN PE&IGN. 4. PROVIDE CONcRETE 6LOCK OF MEDIUM U/E!GHT CLA&&IFICATION COMFL 'r'ING WITI-I A5n-1 C90, C::.RADE N-1, ATTAINING, A MfNIMt./M COMFRE651YE STRENGTI-! A5 l'sl':QIJIRED TO MEET SPECIFIED COMFRE551Vl': STRENGTH OF MASONR'r' (i'm)_ 5. PROVIDE STRUCTURAL Bl'<ICK COMP'-'r'ING W!TH A6TM c:62, GRADE MW, ATTAINING A MINIMUM COMPRESSIVE STRENGTI-I AS REQJll'sl':D TO MEET SPECIFIED CCMFl'sl':5SIV!': &~TH OF MASONR'r' ffmJ. E>. PROVIDE MORTAR COMFL 'T"!Nc. WITH A&TM C21<Z>. T'T"FI,: 5, ATTAINING A M!N!Mu-t c.o,•fFRE551VE STRENC.TH AT 28 DA'r'& OF IS<Zl0 PSI. MIX (9'( VOLUME) IN Tl-lE FROFCRTION& OF ! PART PORTLAND CEMENT, 1/Z FART LIME FUTT'r' AND :l FARTS &AND. PLASTIC CEMENT AND MA&ONRY CEMENT SHALL NOT 6E U&ED. 1. PROVIDE GROUT COMPL 'r'ING WITI-I A5TM C41E> AND ATTAINING A MINIMUM COMFRE551YI: SiRENGT!-1 AS REQUIR"'D TO MEET &FECIFIED COMFRE551Vl': &Ti'iENGTH OF MA&ONR'T" ( f'mJ. 1-!0UJEV!':R. IN NO CASE SI-IALL c.ROUT C.O·IFRE651VE STRENGTH SE LE55 THAN 2Zle/'2> F51 AT 28 DAYS. 8. l"ROV!DE PORTLAND CEMENT A5 INDICATED IN CAST-IN-PLACE CONCRETE SECTION. 9. FROVIDE ,AG,G,REGiATE5 FOR MORTAR AND GROUT OF NAT":JRAL $AND AND l'<OCI< COMFL YING, U/IT!-! A&TM C 144 AND C4<Zl4. 10. PROVIDE REINFORCING &TEEL AS INDICATED IN CAST-IN-PLACE CONCRETE SECTION UNLE55 NOTED OT!-IERUJl&E. &TAGG.ER SPLICES OF HORIZONTAL REiNFORCING &TEEL IN WALLS. LAP REINl'ORCING, STEEL AT SPLICES A MINIMUM <ZlF 48 DIA"1ETER5 (2'-h' MINIMUM) UNLESS NOTED OT!-IEl'll!JISE. II. DOU.'ELS FOR WALLS AND COLUMNS SHALL SE THE &AME SIZE AND SPACING, AS WALL OR COLUMN REINFORCING! STEEL AND 51-lALL LAP UJITH WALL OR COLUMNS REINFORCING STEEL A5 NOTED ABOV!':, UNLESS NOTED OTI-IER!JJl&E. SET DO.Ll:LS TO Al..lGiN U/ITI-! CELLS CONTAINING REINFORCNG &TEEL. 12. SET CELLS IN Vl':RTICAL ALIGNMENT. 13. GROUT 60LID ALL CELL& UNI.Ee& NOTED OTl-!ERUJISE. 14. C.ROUT Tl-!ICKNE55 BET'.liEEN !3LOCK UNIT& A'ID F!EINFORCING. STEEL 54ALL NOT !3E LESS THAN It.!' AND PARALLEL Rl:INFORCINGi STEEL NOT LE55 TI-IAN I' NOR T!-!E NOMINAL !3AR DIA'1ETER IS. MEC!-!ANICALL Y Vl!3RATE GROUT IN CELL&. lo. IF WORK 16 STOPPED ONE !-!OUR OR LONG,ER, PROVIDE 1-!0RIZONTAL CONSTRUCTION JOINT 6'T" STOPPING, GROUT l It.!' BELOW TOP OF 61.0CK. CAST-IN-f'LACE CQNClE£TJ; ANP B5fNFQSCIN4 &TESL <,;.qn!..J 7. DOWELS FOR WALLS OR COLUMNS S,.;ALL !3E Tl-!E &A"1E &IZE A'ID &FACING A€, WALL OR COLUMN REiNFCRCING STEEL AND &!-!ALL LAP UJ!Tl-l WALL OR COLUMN REINFORCING STEEL AS NOTED Al30Vl':. UNLESS NOTED OTl-!ERUJISE. 8. WELD REINFORCING 5TEEL U51NC. E-7e>XX LOW H'r'DROG!EN ELECTRODE& COMFL 'r'IN<::! W!T!-! AU/& Dl.4. DO NOT UiELD RE!NFORCING STEEL OTI-IER T4AN Tl-!OSE CONFORM!NG TO A&TM A 1,Z,b. 9. DO NOT HEAT REIN'PORCIN<::i &TEEL FOR !3ENDING. le>. 55:CUREL. 'r' T!E ANC!-!01'1 60L i&, REINFORCING. STEEL, IN6Er'!TS. ETC. IN PLACE PRIOR TO FOUl'<ING CONCRETE OR GRO'JT. II. PROV1DE SILICEOUS. NOF<MAL I.UE!6HT AG,GREGATE& OF NATURAL 5AND AND ROCK CONSISTING: OF 51LiCA OR COMPOUNDS OT4ER TI-IAN CALCllJ'M OR MAGNESIUM CAl'<SONATE. AGGREGATES TO COMPL '( wrr,; ASTM C53 AND PROVEN 51-!RINl<AGE CHARACTERi&TIC& OF LES& Tl-!AN 0~%. i2. PROVIDE PORTLAND CEMENT CONFORMING TO A5TM C1&0, TYPE IIN, LOW ALKALI. 13. PROVIDE NORM.AL WEIGHT CONCRETE (14!; f'CF), ATTAINING A MINIMUM COMF'!'<E:&&IV!': &TRENG,Ti-1 OF 2600 F&I AT 28 DAY& UNLESS NOTED OTl-!ERWiSE. 14. 5Ul3MIT CONCRETE MIX DE&IC.N DATA FOR EACI-! T'T"FE AND COMPRESSIVE STREN<.rTH OF =NCRETE REQUIRED, &IGNED < BEARING T!-!E &EAL OF A REc.l&TERED CIVIL ENGINEER IN STATE, TO ARCHITECT (STRUCTURAL ENG:INEERJ. !3ASE DE&IGN MIX ON FIELD EXFERIENCE OR TR!AL MIXTURE& AS 5TIA.lLATED IN uec SECTION i'9~3. IS. F!<OVIDE LEA"! CONCRETE 1/J-lERE SPECIF!CALL Y INDICATED CONTAINING 2 SACKS Cf' CEMc:NT FER OJ6!C Y AfilDS CF CONCRETE. lh. SUBMIT SHOP Dl'<AU/INa& TO ARCHITECT (&Tl'aJCTURAL E'l-ulNEER! INDICATING LOCATIONS OF ALL CONCRETE CONSTRUCTION JOINT5 FOR REVIEW PRIOR TO FLAC!NG CONCRETE. LOCATE JOINTS AT LOCATIONS. TO MINIMIZE EFFECT& OF 51-!RINKAGE AND LOCATION& OF LOW &TRESS. 17. PROVIDE KE'r'S IN CONS Tii::UCTION JOINTS UNLESS DETAILED OTHER<lll&E. TI-IOROUG!-!L Y CLEAN. REMOVE ALL LAITA'ICE A'ID T!-!OROLlG,I-ILY ll.lET AND l'<EMOVE STANDING UIATER !N C~STRUCTION JOINTS 15EFORE PLACING NEUJ CONCRETE. AT Vl':RTICAL JOINTS, SL.USI-I WiTH A COAT OF Nl':AT CEMENT 6EFORE PLACING NEW CONCRETE. 18. PLACE CONCRETE IN COMPLIANCE UJITI-! ACI 3<Z>! AND 318. l':l. MAINTAiN CONCRETE AElOVE &O DEGFll:ES FAHi'<ENl-lEIT AND IN A MOIST CONDlilON FOR A MfNIMUM Cf' 7 DAYS AFTER PLACEMENT UNLE55 OT!-!ERWISE AFFROV!':D 6Y THE ARCHITECT (STRUCTUl'<AL ENGilNEER). 20. 5LL.'MF IN FLATUJO!'<K SHALL NOT EXCEED 4 INCHES. 21. DO NOT EM!3ED CONDUITS, FiFES AND SLEEVES OTHER THAN ELECTRICAL CONDUITS I' AND &MALLER iN &T"'1JCTURAL CONCRETE EXCEPT U/1-!ERE €,FECIFICALL Y DETAILED OR AFFRCV!':D !3Y THE AJ'<'"'...l-llTECT (ST1'<1!CTURAL ENGINEER). LOCATE ELECTRICAL CONDUIT :l' APART MINIMUM. :12. "Ol"M EXFC:li:D COl<NER& OF COLUMNS, !91':AM&, UJALi..S, ETC. WIT!-! 314 INC!-! CI-IA"IFERS UNLE&, DETAILED OR NOTED OTHERWISE. 23. ROUG!-!EN CONCRETE 5Ul'sFACE; TO A FULL AMPLITUDE OF I/lb INCH U/1-!ERE MA50NRY WALLS INTERSECT CONCRETE. I. ALL 57;:a!CTURAL &TEEL SHALL COMFL 'r' WITH uec STANDARD 22-i AND THE FOLLOU/ll'-1::, A511'1 STANDARD SPECIFICATIONS, UNLl=S& NOTED OTHERUJl6E, ALL &T"1.JCTURAL STEEL UNLESS NOTED 9ELOUJ_A5TM A3b F!PES ___________ ASn-t S3, GRADE S (:,& Kell TU!3ES _________ A5i'M A&@e> G!RADE !3 (4b K.51) ANCl-!OR eoL TS A'ID UNFINl&!-!ED eOL Ts ____ ASTM A3@7 T!-!READED ROUND &TOCK ASTM A3& HIGl-l &TRENGTI-I 60L. T_5EE 1-!IGI-I &TRENGT!-l 60L T 5ECTICN REINF. &TEEL---&EE CAST-IN-PLACE CONCRETE 5ECTION 2. ALL FA6RICATION AND ERECTION 54ALL CONFORM TO Tl-!E LATEST EDITION Cl' A!SC 5FECIFICATION5 FOR THE DE&lc.N, FA!3RICATION A'ID ERECTION OF STRUc•URAL STEEL FOR eLIILDING-5. 3. ARCHITECTURAL FLAN& ARE FART OF THE STRUCTJRAL DE51G:N DRAU/!NG,S AND ARE TC BE U&ED TO DEFINE DETAIL CONFIOORATION& INCLUDING, BUT NOT LIMITED TO. RELATIV!': L=ATIONS OF MEMBERS, ELEVATIONS, LOCATION& OF OPENINGS, ETC. 4. SUBMIT SI-IOF DRAUJINc.5 TO T!-!E ARCHITECT (STRUCTURAL ENG!NEER) FCR REViEU/ PRIOR TO FABRICATION. &. NO F<ELD CUTTING OR !3URNING Cl' STRUCTURAL &TEEL SHALL !3E PERMITTED WITHOUT l.liRITTEN APPROVAL OF T!-!E ARCI..ITECT (STRUCTURAL ENGINEER). I:>. U,'ELD STRUCTURAL STEEL IN C01FLIANCE WITl-l AN&!IAWS Dl.i-98 i:XCEFT AS AMENDED IN use CHAPTER 22. WELDER& 51-!ALL SE CERTIFIED AS REQUIRl:;D BY T!-!E GOVERNING CODE AUT!-!OR!TY. WELDING 5!-!ALL ElE PERFORMED 6'!" T4E ELECTRIC ARC PROCESS U&iNG> E1<ZlXX ELECTRODE& UNLE&& NOTED OTHERWISE. UJELDINC. MAY BE FE:l"irORMED USING THE SUBMERGED ARC PROCESS WITH AUTOMATIC WELDING /SAW-I). FEl<l"ORM 51-!0F U/ELD!NG AND FEl'<FORM ULTRA60NIC TE5T!NG OF RJLL PENETRATION GROOV!': WELD& WELDED IN &HOF BY A FA13RICATOR APFROV!':D 6Y THE GOV!':RN!NG CODE AUTI-IORIT'r'. 7. UNLESS A LARui:R SIZE FILLET U;'ELD 15 INDICATED, PROVIDE MINIM"'"1 SIZE OF WELD FER Al5C SECTION 1.11 AND TABLE 1.112A. > ) QUA!,ltr AeeURANCE «;;onu 3. PROVIDE CEMENT, AG,GREGiATE, REINFORCING STEEL, STi'<UCTURAL &TEEL, ETC. &!-!ALL 6E FRCM IDENTIPIA!3LE TESTED 5TCCK. COPIES OF CERTIFIED LABORATORr Tl':ST REPORTS SHALL SE FURNISHED TO THE A1"1CHITECT (STRUCTURAL ENGINEER! AND, UPON REGIJEST, TO GOVERNING CODE AUTHORITY. IF MATERIALS CAl'-.~OT BE !DENTl!'IED OR IF CERTIFIED LABOR.ATOR'!' TEST REPORTS CANNOT BE MADE AVAILA!3LE, TESTINC: LA90RATOR'"f WILL FERF~ TEST& TO DETERMINE C0.'1:""--GR"!ANCE WITH CONTRACT DOCUMENTS AS DIRECTED !3'T" ARC!-!ITECT (STRUCTURAL E,'lc.lNEER). 4. SPi:CIAL INSPECTION, COMPL '(ING, U/ITH uec SECT!ON i1@i (UNLESS NOTED OTHERWISE), SI-IALL BE PROVIDED B'T" A TE&TiNG LA6CRATOR'r', EMFLO'r'ED !3'r' THE OUNE;R, FOR ALL THE FOL.LOWiNG, A. FIELD lliELDING INCLUDING: &HEAR STUDS 6. =NCRETE AND REINFORCING &TEEL UJ.-lERE SPECIFIED CONCRETE C0.'1PRE&SIV!': STR,.."'NGTH 15 GREATER T4AN 2500 F51. C. EFOX'T" INSTALLATION :>. TE&TIN<:i, LABORATORY 51-!ALL REVIEW CONCRETE M'X DESIGN DATA AND SI-IALL PERFORM Tl-IE FOLL.OWING CONCRETE TEST AT FREQUENCY INDICATED IN Uoc SECTION J'Z,05.b, A. SLUMP TESTS IN COMPLIANCE WIT!-! ASTM Cl43. !3. PREPARE FOUR TEST C'r'LINDERS FOR COMFRES&ivE 6Ti'!ENG,TH TESTING! IN COMPLIANCE WiT!-! A5TM C39, ACI 318 AND uec SECTION 1;i0s.b. TEST ONE CYLINDER AT '1 DAY5 AFTER DEPOSIT. TU.JO C'r'LINDERS AT 28 DA'T"5 AFTEF< DEPO&IT AND RETAIN R...l=MAINING, CYLINDER FOR TESTS UNTIL CCMFLETION OF FRoJECT. DETERMINE CONCRETE CCMPRES51VE STRENGTH AT 28 DAYS 6A5ED ON AVERAGE OF TU/0 CYLINDERS TE&TED. 6. REFER TO SPECIFICATIONS !=OR ADDiTiONAL TEST AND INSPECTION REQUIREMENTS. FOUNPAIIQNS I. FO~'NDATIONS SHALL SE OF THE SIZE AND TYPE AS INDICATED ON Tl-!E DRAUJING,5. FOUND FOOTINGS AND SUIL.D!NG &LAS ON C::.RADE, COMPACTED FILL OR UNDiSTUREll':D NATURAL G;RADE AS INDICATED IN &EOTECl-!N!CAL REPORT. 2. ALL EXISTIN6 FILL &OIL AND D!STURi3ED NATURAL &OIL ARE TO BE EXCAVATED AND REPLACED U/iTI-! FROF!':RL 'T" COMPACTED FILL. ALL FILLING, SACK!=ILL.INu. RECOMFACTION, ETC. 15 TO l3E PERFORMED ONLY UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER OR l-!15 REPRE&ENT ATIV!':. 3. ALL FOJNDATION EXCAVATIONS ARE TO 6E IN5Fl':CTED AND APPROVED 6Y A &OIL ENGINEER PRIOR TO Tl-lE PLACEMENT OF ANY CONCRETE OR REINFORCING STEEL. 4. FOOT!Nc.5 ARE TO !3E CARRIED INTO FIRM UNDl&TUREIED NATURAL &OIL OR APPROVED COMPACTED FILL A MINIMUM OF l'-1:>' BELOW LOUIE5T ADJACENT &RADE OR FINISH FLOOR, WHICHEVER IS L011""R. - yv 'VvvvV -v ..... .,.v &. A5€,J,IME DESIGN SEARING FRE55URE 15 li21!12'11 F5i' WITI-I A 33 % iNCREASE FOR SEISMIC OR U/tND FOR LOADING SINCE NO 601L REPORT 15 AVAILA6LE. ' 6. AS&UME DESIGN LATERAL ElEARING, PRESSURE 16 2@e> FSF/FT WITH A 33 % INCREASE FOR &EISMiC OR WIND LOADING AND A 200 % INCREASE FOR ISOLATED POLE T'T"FE FOOTINGS SINCE No· 501L l'<EFORT 15 AVAILASLE. 7. A&&UME DE&IG.1\! COEFFIC!ENT OF FRICTIO.'l 15 Q.3& U/ITH A 33 % INCREASE FOR SEIS.'11C OR WIND LOADING SINCE NO SOIL REPORT 15 AVAILABLE. -~ ... -~ ... .,..;. _ .... 8. FOlJ'NDATION DE&!GN 15 !3ASED ON Tl-IE RECOMMENDATIONS IN GEOTECl-lNICAL REPORT NO. NIA PREFAR!':D !3'r' NIA DATED t,i!A, AND ALL 5U6SEQUENT ADDENDA LETTERS A'ID/OR REPORT&. PER!"OFlM FOUNDATION ~ COMFL YING WIT!-l REFORT AND ADDENDA. GEOTEC!-!NICAL REPORT AND ADDENDA 1-!EREB'r' BECOME FART CF T4E5E CONTRACT DOCUMENT& .OND SHALL 15E KE:FT ON Tl-!E JOB &!TE AT ALL T!MES. 'al. DO NOT PLACE BACKFILL SEH!ND RETAINING WALL& PRIOR TO COMPLETION AND IN&FECTION OF WATERPROOFING,. ADEQIJATEL Y SHORE RETAIN!t-.'G WALL& DURING THE 6ACKFfLL OPERATION. UNLESS ADEQUATELY SHORED. DC NOT PLACE 6ACKFILL 6E41ND ElUILD!NG STRUCTURE RETAINING WALL& !EXCLUDING! &!TE RETA!NiNG WALLS) UNTIL CONCRETE AT ALL ELEVATED FLOOR LEVELS ADJACENT TO UJALL& ARE COMPLETEL 'r' POURED (IN AREAJ AND !-!AVE CURED FOR AT LEAST SEVEN DAY5. CASI-!N-F'l.ACI; CC'Nqf<ei!= ANP f<elN:QRCING eTEl;L I. F'ROVIDE REiNFORC!NG &TEEL CCMPL 'r'iNGi W!TI-I A&TM A&IS, GRADE 60. REiNFORCINc. &TEEL TO 6E UiEL.DED 51-!ALL COMPL 'r' W!i!-! A&TM A106, GRADE /i>IZ>. 2. PROVIDE WELDED WIRE FA!31'<1C COMFL YiNG! WiT4 A5TM A82 AND Ai8&. LAP FABRIC 1-112 SPACES /12' MINIMUM). 3. LAP RE!NFORCINu STE!':L AT Sf>L!CES TO THE FOLLOWIN:;, MIN!M\JM LENGTHS UNLESS NOTED OT!-!ERl.lll&E, iS A.ND •4 ____ 2'-'7J' ~--------4'-ll' ,,; _______ 2'-2' :!IS _______ 6'-3~ 'lo _______ 2·-~· "'10 _______ 7'-11' 17 -------31w-31 "IF\1 -------~1-8' 4. 5FLICE REINFORCING STEEL UJHE;.E INDICATED. WHERE 5FL.ICES LOCATIONS ARE NOT &FECIFICALL T INDICATED. SPLICES 51-!ALL !3E WELL STA:.GERED. S. MiNIMlJ'M CLEAR DISTANCES !3ETUJeEN REINt=C1"1CING STEEL. INCLUDING SPLICED AREA&, 54ALL 6E I' OR I BAR DIAMETER, W!-!ICl-lEVER 15 GRl=ATER M!NIMUM CLEAR DISTANCE AT COLUMN& S!-!ALL BE l -112' OR 1 l/2 BAR DIAMETERS, UJ!-!ICHEV!':R 15 C.-REATER. 1. THE FOLLOWING: NOTES AND TYPICAL PETAIL8 AF'F'L Y TO ALL DRAW!NC.-S UNLESS NOTED OTl-lERl.lllSE. 2. STRUCTURAL DRAWINGS S'4ALL SE USED IN CONJUNCTlO.'I WITH ARCl-!IT!':CTURAL. MECHANICAL AND ELECTRICAL DRAWIN<:;S, 3. DRAWiNG& iNDICATE GENERAL AND T'r'P!CAL. DETAIL& OF CONSTRUCTION. Wl-!ERE CONDITIONS ARE NOT SPl=CIFICALL 'T" INDICATED 6UT ARE OF SIMILAR Ci-JARACTER TO DETAILS SHOUN, SIMILAR DETAILS CF =N5TRUCTION 51-!ALL ElE USED $U6JECT TO REVIEW El'T" THE ARCHITECT !STRUCTURAL ENGfNEEFc:J. 4. ALL CON&TRUCTION AND WC',RK."'1A"l&HIF' &HALL CON:->-ORM TO Tl-lE DRAWiNGS. 5FECiFICA TION5 AND Tl-!E 2001 CAL!l'ORNIA BWLDING CODE 'C6C). 5E!5MiC ZONE 4, &E!SMiC 50\JRCE TYPE 6, DISTANCE TO SOURCE 2£> KJ4, SOIL PROFILE TYPE &d, NEAR SOURCE FACTORS Na = i.3, Nv = l.h DE&!GN WIND SPEED 70 Mpµ, EXF05UR'£ C. 5. GOVERNiNC: CODE AUT!-IORiTY, CiT'T" OF NEWPORT BEACH DEPARn-lENT OF ElUILDtNG AND SA~~-,.-. 0. PROVIDE OPENINGS AND SUPPOR,S FOR MEC!-lANICA!.. EQUIPMENT, DUCTS, FIFING. VENT&, ETC. A& REQUIRED. REFER TO ARCHITECTURAL AND MECHANICAL DRAu.liNGS FOR ADPiT!ONA!.. OPENINGS NOT SHOWN ON STRUCTURAL DRAIJJING5. ALL SUSFtNDED EQU:PMENT TO l'3E FROVIDED U/ITH APPROVED LATERAL OR &WA'( 6RAC!i,Cc. 7. Tl-IE CONTRACTOFs Sl-lALL BE RESPON51SLE FOR COORDINATfNG TH!:: wOF<K OF ALL TRADES AND 5HALL CI-IECK ALL DIMENS!ONS. ALL Dl$CREFANCIES 51-!ALL SE CALLED TO Tl-lE ATrENT!ON OF Tl-!E ARCHITECT (STR'JCiURAL ENGINEER! AND l3E RESOLVED BEFORE PROCEEDING, WITH THE \JJORK. e. n.;E CONTRACT DRAUJ1N6$ ANO 5PECIF!CAT!ON5 REPRESENT THE F!Nl&l-lED ST1'<1!CTURE. U,'lLESS OT4ERUJISE Sl-!OJ..N, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. T!-!E CONTRACTOR 5!-!AJ..L SUPERVISE AND DIRECT ALL UJORK AND HE SHALL BE SOL.EL T RESPON516LE FOR ALL CON&TRUCTION MEAN&, METI-IOD&. TECHNIQUE&, SEQUENCES AND FROCEDURE6. OB&ER\/ATION Vli:>!T$ TO Tl-!E SITE !3'r' REPRESENTATIVE& OF THE ARCHITECT (STRUCTURAL ENGiNEER) DURING CONSTRUCTION SHALL BE DISTINGUISl-!i:D FROM CONT!NUOU& A.ND DETAILED INSPECTION SERVICES u.i'-liC!-l ARE FURNISHED !3Y OiHER&. '3. ALL ERECTION PROCEDURES 51-lALL CONFORM ,o OSHA &TANDARPS, AND ANY DEVIATION MUST !3E APPROVED 6Y O&HA PRIOR TO ERECTION. 10. NOTES AND DETAILS ON DRAWING& SHALL TAKE Fl'<ECEDENCE OV!':R THE&E GENERAL NOTE&. II. DESIGN, MATERIAL&, EQUiFMENT AND PRODUCT& OTHER THAN Tl-!OSE DESCRiElED ElELOW OR ;NDICATED ON ThE DRAWINGS MAY BE CONSIDERED FCR lJSE, PROVIDED PRIOR APPROVAL iS OBTAINED FROM THE OUNER, ARCHITECT (STRUCTURAL EN6,INEERi. AND Tl-IE APPROPRIATE GOVERNING AIJTl-!ORIT'r'. 12. THE CONTRACTOR SHALL 6E SOL.EL T RESPONSIBLE FOR ALL EXCAVATION FROCEDUF<E& INCL.UDiNG L.AGGt:Nc,, 51-lORiN:ir AND PROTECTION CF ADJACENT PROPERTY. STRUCTURE&, STREET& AND UTILITIES IN ACCORDANCE 1/JITH ALL NATIONAL, STATE, AND L=AL SAFETY ORDINANCE5. !;,. TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDiT!ON5 AND COMPARE &UC!-! MEA&UREMENT5 AND CONDITIONS UJITU. CONTRACT DO"" ... U!'1ENi&. IF ERl'<OR5, INCONSISTENCIES OR OMl56ION5 ARE DISCOVERED, PR0'1PTL Y NOTil"Y ARCH;TECT (6TRUcniRAL. ENGINEER! 6EFORE FROCEEDING WiT4 WCRK 14. MODIFICATIONS OR SUBSTITUTIONS, DE&!GN, MATERIALI:>, EQUIPMENT AND PRODUCTS Oil-!ER T!-!AN T40&E INDICATED OR SPECIFIED MA'r' BE CONSIDERED FOR USE PROVIDED A Ul!'<ITTeN REQUEST, 5Ul3JECT TO REVIEW, ;5 5U!3MITTEP TO OU.NER, ARC41TECT (STRUCTURAL EN'GINEER/ AND GOVEFNING CODE AUTl-lORiTY PRIOR TO IT& USE OR !NCLU5101\I OF ANY e-t-40P PRAW!NG:. !&. EXISTING &Tl'<:UCTURAL DRAWiNG& FOR !'HE ti/..6 FROjECT PREPARED 6'!" !'i/A DATED NIA INCLUDING ALL ADDENDA AND REVll:>IONS Al'i'E A FART OF THESE CONTRACT DOCUMENTS. 16. CCNDIT!ON5 S!-lOU;N OR NOTED A& EX1$T!Nu ARE 6ASED ON 6EST !NFCRMATiON CURRENT!.. Y AVAILABLE AT T4E TIME OF PREPARATION OF T!-lE5!:; DRAWING,&. NO WARRANTY !5 IMPLIED Ai:> TC THE; ACCURACY OF T!-!ESE EX!STINC, CONDITlONS. l. SPECIAL INSPECTION AND MATERIAL TESTING, TESTING LA60RATORY {SP!:=C!AL !N$FECTOR) SHALL i5E RET A!NED 6Y O\J.NER OR AG!ENT POR THE OJJNER, 6UT NOT Tl-!E CCNTRACTO!'<, AND APPROVED BY THE ARCHITE'CT. &TRUCTURAL ENGINEER AND BUILPiNC. OF!C!AL. TESTING LABORATORY (SPECIAL INSPECTOR) SHALL PERFORM REQUIRED TE'STS AND iNSF'ECTIONS FOR Tl-lE U/ORK ASSIGNED FOR CON"'ORMANCE TO THE AA"'ROV!':D DESIGN Dl'<AU/iNGS /,ND SFECIFICATION5. TESTING LA60RATO?rr (5FECIAL INSFECTORJ SHALL FURNISH TE&T AND !N&PECTiON REPORT& TO THE ARCHITECT, .STRUCTURAL SNC$fNEER, 6UILPiNG O'T'!CIAL AND CONTRACTOR. 2. ONE OF Tl-!E FOLLOWING F!RMS Sl-!ALL PROVIDE 5FECIAL INSPECTION DUTiE&, CONSTRJCTION TECHNICAL CONSULT ANTS Ml&&ION VIEJO, CA .30e>.426.!?6e>6 &AND'r' PRINGLE AND A5$0C!ATE& HERMOSA BEACH, CA e=.598-.iS'l@ 6. MINIMUM CONCRETE COV!':RAGE, MAINTAIN T4E FOLLOWING l<OUR'r' !N5FECTION AND TESTING SERVICE MIN!MuM CLEAR DISTANCE& BETWEEN RE!NFORCING STEEL GARDENA, CA ee>0.41&.b819 AND FACE OF CONCRETE UNLESS NOTED OT!-IEFaill&E, TWINING LABORATOR!E& A SL.AB ON GRADE __________ CENTER OF SLAB LONG !3EACH. CA :,62.426.3355 Vlf'l""f W 3 r CONCRETE 6ELOUJ GRADE. UNFORMED ________ 3' LOS ANG:ELES, CA 500.734.9147 . l I ..... -~2.~ #d • CONCRETE 6ELoUJ GRADE, FORMED--------2' SMITH-EMER'r' COMPANY _________________ ..;_• --------+-.--¼'-:--,. ;..;:.\ ___________ .,.... ___________________ .,.... ___________ -t ____ ~ ,~ ''-.i .. -.A,J j APPROVED: DATE: REVISIONS NO. DATE REMARKS ,&1 6/8/05 COORD!NAJ10N ---~ CITY OF NEV.'PORT BEACH THIS PlAN IS SiGNED BY THE CllY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO THE APPUCABLE Cl1Y STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR OES!GN ASSUMPTIONS ANO ACCURACY. R811EWED: ~ rM.J \11,,\h\Mb DEVELOPMENT SERVICES ENGINEER ' 0,.,;-" .:_E5;,_l1~: ~LENN! N. ,/\LMQU· 1c.r, IMPROVEMENT PLAN • 12115104 ,.;,':~" ~ ~~ ,...;. ,..... ;;;;,,; BAYSiDE DRIVE/ FOR Pl.ANNO. ff! 2353 "\~ STRUCTURAL ENGINEER MARGUERITE AVENUE/ 'ili!. &~12/31/05 !;J 1400 QUAiL 5T. 5UITE 245 CENTENNIAL PLAZA *,J);,e'l-&r:r-.fo~* NEWPORT BEACH, CA 921'>1'>12) EAST COAST HIGHWAY CITY OF NEWPORT BEACH ~OF c,o.\.~ (':l4':l) 21'>i-6!1:>l .. FAX (94 9) 26!-l'>l'::1 4 PUBLIC WORKS DEPARTMENT l,/f:, taa lmLmES DIRECTOR DATE 81 SHEET 1 OF 2 r I l • ' • • 2-"4 CONT. • r-~~'Tl'c'cm,!!jf,'.:c'fii' t'-8-' ,. I I I • ___ ., ___ _ -llii' ~t\-r-? I ,;:.;:::.l,_L' 1;.'. ,,, ....... ,~~· 20 LOW SEAT , HIGH PLANTER WALL FREE e T AND lNG WALL ' ,, • ' ' f<lEFER ,O GENERAL NOTES 4 TYPICAL DETAILS FOR ADDITfONAL !NFOR;MAT!ON NOi SHCU..N POF? ~_Lf:\;RriY. 2, REFtiR TO ARCki..,, MECH'~ .. DRAWiN66 FOR CURSS, ELEV A,T!ONS, DEf"'RE?SSlON&, DRAIN&. 6LOl"'E&, ETC. $. AL!. A'ICHCR SO!. re 4 HOLDOJ.N !-!A,RD'JJARE 5HAJ..L JS!:: \SECURED IN PLACE f"l'<!OR TO FOUNOATION INSF:!!CTION,, RECEPTACLES AND OUTLETS 1. {fr FOUR·P.LEX RECEPTACLE e, .. u 1' PVC ELECTRlCAL CONDUCT PLANTER WALL FOUNDATfON PLAN ., .J. t'.\(ZIJ1t).IJ)(.. pt../ill,,\,JJ.b;t !Ol2f:J/2CX.►.> 2J+.IOFM,Q,/f,h::. ---+---...Y---- HIGH PLANTER WALL 13 _J le TO )---..~e) COL. !! -----, l ,o;:i:eer '( Fl"Gr. ! WHERE: '( OCCUR.6 LOW PLANTER WALL .,FLASHING FER (2) ".0 SCREUI---.._,_ ! ARCH'!.. <> EA l'LUTE e \ ( 12'0/C MAX , I METAL. R"..,,ol' PER FLA'! ;, (2) 'l,Z, 5Ci'<8ll <> EA. Fl.UTE .,, 12'0/C MAX I (T"r]=>J <TYPJ \~ \ ,,., l3!3'tt le 11/8 4't Dfil'IIN TILE-SLOPE 114'11"r. COV!:F? ll// 1 CU. FT. r.T. Cl'l1J51-!ED ROCK '-4 CONT. ne 15 ieTO\ f',. I TS/311,:,Vi • .-. FOJ.ASHIN<:i. FER Al'sel-!'L \ . ie ro) r--,. \ / com. T&3Jlf, Vi,.., \ ' I '-eeNT ie 11116 CONT. TS&x4 FER Fl.Ahl SECTION •A• SECTION '6' DETAILS 1\ /"SENT TS - / SEE ELEV. TYP. TS BM. TO COL. DETAIL T5 COL. ~ ELl:V. T.&6EAM PER ELEV. '► \J~• --'it-(---</ ~ !\ \ iYF. TYF .. TS BM. TO COL. DETAIL CllY OF NEWPORT BEACH THIS PLN-l IS SIGNED BY lHE C!JY Of NEWPORT BfACH FOR CONCEPT AND ADHERENCE TO THE APPLICABLE C!1Y STANDAHDS AND REQUIREMOOS ONLY. 1HE CHY IS NOT RfSPONS!Blf FOR OCS!GN ASSUMPTIONS AND ACCURACY. REVIEWED:~ ,.,,_.,t V\ifJ IM,~ OCVEL0PMEIIT SERVici's£Ncfui 1l CAP DETAIL ROOF FRAMING PLAN 10 ELEVATtON '6' GLENN N. ALMQUIST, STRUCTURAL ENGINEER 1400 QUAlL ST. SUIT!: 241? NEWPORT eEACl-+, CA S26>h"' (94':l) 21&1-lii>lhl -FAX (':i4SJ 2E>l-E>1S4 J \_,5 SEAM FER ELEY. -CAP ie 3/e, x b x !O'-<!>' UJ/2-!:>/B'• WELDED €ffUD5 ~I,. al ~~ ;:~I ' -~! -~! <cl irtl ll\ i £! • ~ <;<I ~l ' ~ ~I T6(,x4><1i4 Q ' "' APPROVED: ". ... Q ' :;,. " I B BASE DETAiL £f .. b' .,/!,--------'"'-'=c..,,,-·--·-~,.,-~,,,,, .,,i'-'-1 • ·..sE>e,,'_,,,,_ __ __cB,c.'_c·6"-'------.k' ; '. -,;,~J 1 FOUNDAT[ON PLAN TIP. TYP.0 0 ELEVATION 'A' I BAYSIDE DRIVE/ MARGUERITE AVENUE/ EAST COAST HIGHWAY REFER TO GENERAL NOTES < TYPiCAL DETA!LS FO~ APC•!TtONAl-.. ':-..:FO~AT!CN NOT 5HOJJ!~ FO~ CLARITY. REFl::R TO A~CMl ... , ME:CH'L.., DRAi!JfNG-& ?OJ'il CUROO, EL!::V/ar!ON$, DEF'!'<::5610>!6, PAAIN$, &l.OPES, ETC. 3. ALL ,t1NCi-!OR 60L TO c MOU)OU31"'1 HARDWARE 6HA!..l. 8E !!ECIJP.ED tN "'LACE PRlOR TO l'OUNDA TOON 4~ COCRPINATE CLOCK i=R4Mi:". RADH.J~ UJ/MANLF. 'SEM!-FLUSl-4' CCN.D:T1CN. RECEPTACLES AND OUTLE.~TSc,,,,._ 1. ~ FOUR-PLEXAECEPTACLE , •••• 1" PVC ELECTRICAL CONDUCT PLAN NU. S2 4 UTillTIES DlRECTOR DATE IMPROVEMENT PLAN FOR CENTENNIAL PLAZA CITY OF NEV/PORT BEACH PUBUC WORKS DEPARTMENT I SHEET 2 OF 2 I I I l I ! I I I ! I I I I I I I I I I .I I I I I I .,, ; I I I I I I I ,) "I 11 ~!' i :51 I I I I I I ~- "' .. / ,r.- 1i ---~B~AYSIDE DRlVE :"· .... :-;. :.: :.:. ~--· .. ... . .... : ...... . . -:..-•·•-•.:-.•·· .. . . . ... --:.:.-....... ~ ... ~-~·-::-··: -..........-,:..:::,-· ...... -• EL CAMINO REALc--------- ~N BELL EXISTING TREE TO BE REMOVED ,eh HtGH SEAT ?iALL wITH 4"XB~x 11.28 BULLNOSE "D.AL TILE~ QUARRY FLOoR Tll.E -'SAHARA 5AND' 5EA T GAP AND GERAMIG HAND PAIN1E> Tll.E A5 DIREGTED BY TilE Ol'-INER 30'0:.c 3i:;• HIGH W,11.STI: _____ _,,. CONTAlt..!ER Mff' .... QUICK CRJi: fRCDUCT COPJ'. 241 HIGH CLOCK TOY..'ER REFER 7· TO ARGHITEGT'S PLANS G"x~S" HIGH S.STLBOUA~ l"'"l 1G o PA ~;J1f;-ff•r;:·:(rf-~·· . : .. _-::: ... : ~ <·: ~~\ ::.:·~:~ . -· , vj\, , .' ,/,' i;: • ) rrPIGAL SYMBOL FCR EXl5Tlj CCNCR:c7E PAVING TO REMAltiJI PROTECl!cD !N Pl.ACE I I I Bb" HIGH ·ooNOR" TILE NAL.4" ~ITH 4'Xb'X 1/2" BULLONSE "DAL TILE' QUARRY FLOOR TILE -''SW.ARA 5AND' HALL GAP . / ¾' 'i~K., STOHE MEDAWOt,l PAV""JG COWRED cor~c. RJ6BOH I I I I INSTALL EXPANSl<PN .JOINTS AT ALL HALLS AJ"D BAGK OF GIJRB5. rrPICAL I II>" HIGH SEAT mt. i"<ITH 4"Xl>"X 1/2" BlJUNOSE "DALTILE" GtJAR::z?:( FLOOR TILE -'!'>AHARA SAND" SEAT GAP AND GER',\MIG HAND PAINTED TILE A5 DIREGF BY THE Ol"<NER EXISTING -rRd AND PLANTING AA.EA TO PR<j>TEGT IN Pl.ACE I lg/ z. g,1 "'I /!! ~I (!), ' rrPIGAL /SYMBOL FDR EXISTING coNGRETE PAVING TO R:c7-IAIN PROTEG1EJ IN PLAGE I LANDSCAPE CONSTRUCTION PLAN 5CALE1 l"=!O' GENERAL NOTES: I. • ALL J.'IIORK SHALL BE IN CONFORMANCE H!TH ALL APPLIGAB!....E LOCAL CODES, COVI=NANTS AND RESiRIGTlONS. 2. CCN1RAC,TOR SHALL MAK!;_HIMSELF RJLLY ANARE OF SITE CONDITIONS PRIOR TO 15!,JING BID. LACK OF KN0=6E OF EXISTING 51TE CCNDITIONS·~ NOT BE A BASIS FOR ADDITIONAL G05T5 DURING GON51Rl/GTION. :>. CONTRACTOR SHALL VERJPY-!..OGATION5 OF ALL UNDE.RbROJJND UTILITIES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMEITT5.oR·IJTILITIE5 SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER. 5TA1E AT NO ADDITIONAL GOST TO Ol"<NER.. -. 4. THE GONTRAGTOR SHALL NOT l'!ILLFVLL '( PROCEED r-lJTH CCNSTRUGTION A5 DE516NED N-lEN IT 15 OBVIOUS THAT IJNKNOl"<N OB5TRIJGTION5 AND/OR 6RADE DIFFERENCE> EXIST THAT MAY NOT !-'.AVE BEEN KNOh'N DURIN5 DESIGN. 51.'GH CCNDITION5 SHALL BE IMMEDIATELY BROUGHT TO THE ATTl=NTION OF THE LANJ)e.L,APE ARCHITECT. THE WNTl<AGTOR SHALL A55Ul-1l:' FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE 5UGH NOTIFiGATION PRIOR TO l"IORK. 5. GONTRAGTOR SHALL MAINTAIN A QUALIFIED 9JPERVl5oR ON THE SITE AT ALL TIMES DURING GON5TRUOTION THROUGH GOMP!.ETION OF PIGK-IJP l-'IORK. &. ALL CCNTRACTOR5 SHALL BE RESPONSIBLE FDR RE!--'..OVAL OF DEBRIS FROM SITE A5 W6 CREATED FROM THEIR WN5TRUGTION AND/OR DEMOLITION. 1. ALL PAVING SHALL DRAIN AT A Mll-llMUM OF 1%. ALL PLANTl:-R AREAS SHALL DRAIN AT A MINIMUM OF 2%. E>. CCN1RAGTOR SHALL BE RESPONSIBLE FDR S1RIJG11JRAL INTEGRITY OF ALL HALLS. q_ WNTRAGTOR SHALL USE A ~TERPROOFING ADMIXTURE IN ALL 6ROUT AND MORTAR OF MA50NRY WNSlRI/GTION. 10. REMOVE ALL EXISTING CONCRETE AS INDIC.ATED ON PLAN AND D[SPOSE OF PROPERI.. Y OFFSITE. !I. PROVIDE EXPANSION MATERIAL BEfl'!EEN PROPOSED G0NGRETE AND ALL EXSTIN5 _CONCRETE, MASONRY oR FOUNDATIONS. 12. INSTALL "SKATE STOPPERS" '41FAGIOI.I AT 4' O.C. ALONG ALL~ AND 51""...ATS FACING THE 51DENALK. ABBREVIATIONS: PA -PLANTING AREA EPII 20o?-o':>7S ' REVISIONS I BY b-Rl'<JSON Nl.l!E 000 L'.l. ro-00--00 . ~ a.. z 0 fi ::, 0:: t:; z 0 0 w !a: 0 Cl) 0 ~ w I" F ,_ L,J L,J :c u, ~ Q_ ....I <( z z w 1-z w u a: o<C u..z z 0:: <tO ....I !:!:: Q_ <i! I-(.) Z:c ~~ wm >~ Oo a: a. Q_ s: 2~ z 0 ~ ~ 0 z z::;: ~ ::, tu. 0 ;:; LL !2 (3 ....I :i: - .;:: .... 0:: "'"" -..:::.· Z O ..1 zow UJ I-0 I-Cl) < zii'iis w ,._ 0:: O ;go "'0 "' m J 0 JOB NO. 04053 DATE: 10---26--04 SCALE: 1"'=10' DRAIIN: VA CHECKED: HK SHEET: L-1 1 or 4 SHEETS - r, m z -I m ~ z: -"{!. ll 111 ,..Q -.J 1 "" 1-> z: 0 ~ ~ l"TI I I I I l ! I ! I I I I I I I I j I WI ~I !!; ii ii :,, ' I i I I I I I I I I { I I I I I I I I I I SYMBOL PRODUCT MODEL DESCR!PT10N W.TER HETER f'R01/IO.::--P 6Y OY\.~ -• RAiNYA5TI:R Rt-£ !5EhTAR A!.,'TQMA.TIC CONTROI.LER 'A'. USE l=X";STING IF STATIONS ;.RE. AVAIIJ.aL.E. l.lPGRAJ7E TO LA~ C,O!,,.'TROLLER IF NECES5-A~. GITT IN5Ff:GTOR SHAU. APPROVE N&I C.ON'IROU.ER PRIOR 10 lt,':;,TALLA110N. ►◄ WU:JNS () RAIHS!RD (§) CA"500 @ 6Rlew<..I> 2· -------- VT BSO 33Dl.RG 5RONZE RA..L PORT BALL VALVE-LIHE 51Zl:: GIICK GOJPLING VALVE J.11TH "'l'B.!..OI'~ f<!..'SBER LDCKIN& c,,ap -B/4ft 10" f?,OL'ND P'J6TIG GONTROL ~ G0MM0N WIKE ArJ. OOX. COIL MJJ{JM.M ;24• OF WlRE til1l-llN. BOX. B.EG'TRIG R...9--VlE ~'TRO!.. V~VE IN BOX -SIZE PER Pl.A'{ BUR.JED EXISTitiS FRE55VRE, ¥.Alt-l.n-E PIF'll-16 BIJR!!:P ~ LATERAL LINE PlPIN:S, PVC. 5a-EDIJLE 40, 51ZE f'fR PLAN. DETAIL I/ LCD-I .4/LCtH 5 / LLD-I h/LCD-1 "1 f lLP--1 2 I LCD-I :2. /Lc.D-1 IRRIGATION LEGEND· . SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM 0 To;,o 510Z--6P t,• POP-W SPRAY ~..J<D <'-H .,, 31 0 = 5'102--b? 6" PDP-VP SPRA"f HEAD !>-T .,, ::23 • TORO 5102-6? 6" f'OP-W SPRAT HEAD B-G .,, .Ii "' TORO S10Z-b? 6" PDP-LP 5FRAI ½EAT' 5-H 6' .ID " TORO 5iOZkbP 6~ POP-UP SPRAY HEAP 5-T 4' QI • TORO 510Z-& 6" POP-LP SFR,I\."'( HEAD 5-0 4' /JS ., TORO 510Z---4P 4~ FOf'-{JP R...OCD 6JB2.I..ER ffi---25--?C. ?LOOP .25 SLEEVE LEGEND: IN ADDITION TO PROVID!NG 5LEEYES FOR ALL PiPING UNDER ROADi"IA"f5 ANO i'lAI.J<WAYS, PROVIDE AND INSTAU. PVG SGH-40 SL=---vES FOR ALL GONTROI I sCR i'IIREs OGCURRJN& ~l'IDER AU. ROA!Ji'lAYS AND l'!Al.K!'lAYS, SIZED AS FOLLOV'IS, SI.E.~SIZE HAX/1--VM' :ff. 'H.IRES-51...E=VE 51ZE MAX!MJM ~ HIRES i/2· 2 11/4" 10 PSI PATTERN DETAIL 20 !W.F B /LC.V-1 ;,o 11-ffRD t!,/ LCD-I 20 G!JAATI':R a/ L£D-I 20 ¥ALF 8 / LC.V-1 ,~ 11-!l.;;?;D 8 / LC,D--1 ,0 GlJAATER 8 / I..CV-1 <o FL0:,0 e / LW--! ..._ .........._ ........... _ NOTE, GON1RAGTOR SHALL Rff'LAGE M'Y DAMAGED EX!STING !RR!GAT!ON HEADS PER GITYS SAl15cAGTION N0"11=: COh'TRAc.TOR 5HALL PROVIDE 100% HEAD TO HEAD COVERAGE. FOR PROPOSED IRRIGATION SY57EM li!TH EXISTING !RRiGAT!ON HEADS ..._ ..._ ..._ -I I I -_(j{ 3/4" 4 I !/2• 14 V/.lVEi!-20 r J I PIPE S..EEVE, NG !;Gl,l 40, ~ IRRl6AT!CN PlF'ING 1N5TAI...l.ED UN.?ER PAVIN5, S!ZE NOTEP ON Ft.AN. IF NO SIZE NOreP', l.1::€ mcE RE DIAME'11::R OF THE INTERIOR PiPE. !RRl6ATION GONTRAC.TOR 9-lALL INSTALL~. INC,UJPING WAW.. 'f'ENEl'RA110NS HHERE-N!:CESSAR"t'. 5 I LCD-I I' 6 2· COH1ROL fi!RE 51.EYE, P\IC SGH. 40. INSTAl..1.ED lNDER f'AVWS Bi"' !RRIGATIOH ~iRAGTOR.. 9 / LGD--1 MORE THAN :25 l"IIRES -VERIFY v•irrn l.ANDSGA.9:' ARGHl,cC,T IRRIGATION SYMBOL LEGEND: ;=-· = • POINT OF CONNECTION -EXISTING CONTROLLER: GONTRAC,TOR -stfALL VERIFY NTH Gin' OF NEY\'PORT f:3-C'--AGH fNSPEGTOR TP.E EXl5TINS WNTROLLER STATION AVA!Lt\BILllY. CON?-ECT PROPOSED 5TAT10H5 TO EXISTING CONTROLLER. PLANTING LEGEND SHRUB LEGEND: TREE LEGEND: 0 DE5GRIPTION GASIA 1.EPTOPh'YI.A -GOLD 1-'.EDALLION TREE 4e• OOX EXISTING TREES: EXISTINc, PHOENIX GANARIENSIS -CANARY ISLAND PALM PROTEGT IN PL.AGE, DAMA&E!> TRE'5 5HALL EE RB'I.ACED l"IITil SAHE TYPE, PER GITY'S APPROVAL AP-A&APANT!-IUS AFRIGAN!JS 'PETER PAN' -Di'lARF' LILY-OF THE NILE HHL -Hl=~ALLIS 'LEt'ON DRoP' -DAYLILY TJ -lRAGHEL05PERMUM .JA5MINOIDE5 -STAR JASMINE VINE LEGEND: ~ DENOlES GLYT05TOMA GALLl5TEGIOIDE5, /BIGNONIA VIOLAGEA) -LAVENDER TRlJMPET VIN= 15 <;ALLON, SPLAY ONTO STRIJGTIJRE IN FAN-LIKE HANNER PLANTING LEGEND: DENOTl=S PLANT MAlcRIAL, SEE I.E5END ABOVE DENOlES QUANTITY IN GROJPIN&, AND SIZE, (24"=24" SOX. 15&=15 GALLON, 5&=5 &ALLON. AND IG=I GALLON) 25 ,,... NO-rE, CONTRACTOR SHALL C.ONNEGT TO EXl5TJN0 MAINLINE. GONlRACTOR SHALL VERIFY MAlNLINE SIZE AND PRESSURE PRIOR TO GON5Tl<IJGTION , POINT OF CONNECTION -WATER: GONNEC.T l"".AINLINE DIREGTLY DOHNSTREAM OF THE EXISTING IRRIGATION V/>J..VE5 PER GITY OF NEWPORT BEAGH INSPEGTOR'S DIREGTION GROUNDCOVER LEGEND: DENOTES ANNUAL COLOR BEDS OF GIJART SIZE PLANTS SIZE PLANTS AT 10" OG. ANNUAL MIXES, MIX •I-l'IINTI"R I 5PRIN5 VIOLA X HITIROGKIANA -PANSY RED MIX "2-SUMMER / F/>J..L PEllJNIA X HYBRIDA PJR.9.E ANNUAL C.OLOR SHALL BE PROVIDED AN!> MAINTAINED BY THE C-ORONA DEL MAR BJSINESS DIS<TRJGT. GONTRAGTOR SHALL INSTAU.. -----SYMBOL DENOlES ROOT BARRIER • 0 PROTECT IN Pl.AGE EXISTING Ll0J5TRIJM HEDGE, CONTRACTOR SHALL R...'91.AGE ANY DAMAG"'..V EX!STIN5 PLANT MATER!AL PER CIT'r"'S SATISFACT!ON .rt. ® ,ii; Hf.2'' re.--- VALVEUl7 QU1Gr~ CONNECT NOTEc , CONTI<AGToR 5HALL VERIFY ANY EXISTING 51-EEViNG. IF NO SLEEVES EXIST. C.ONTI'IAGTOR SHALL PROVIDE SI FEVING AS SHOY\1N. ON PLAN ;,, I I I I I I I I I I I I I I I I LANDSCAPE IRRIGATION PLAN \ I I I I I I I I LOGA1E VINE rf!TS TO AUOH A MINI 4"-0' WIDE PATH THR0\15H/ OHER 5TRUGllJRE I I I I I LANDSCAPE PLANTING PLAN I eP;f 20<;<1-0.l7S REVl~lONS BY J;-.. RE\l!IOII HJJ.1£ L..L:,,,r,-00-00 000 ~ ~ 0 I ~ .• tJg ~ s:i ~:? Q >-< <,Q " """' z ~~ " (I) 5~ • s.. oc_ ;:; ~~<'l ~ E ;t,:-! ~i (J :ng~ ~~ Q) l'l w-ui~ J~ .,_, ~sew ~a .... w>-~-wf .c: OW >-..:~-..:.,. 0 ~o~ w~i ~ wJ: • U.J • ..., < ~i~ ii:!i~ ;, .,. ~r." ~ Qlll.,.. i.LJ<:I> ,Q.) <l) 0..11'):g ~o::(t o o.. ~8~f ~~f A oi .,_ --- 0 CJ u "' 'O ..... A al ..., c;j 0 ..:I ie-t ~ ..J Cl. --' <( z • z I w I-z w (.) n:: o<( LL -z z 0:: <(O ..J !:!: Cl. .;! I-(.) Z:c LUO 2iii w DJ > I-0 0:: n::~ Cl. s: 2 Ill _z "' 0 "5 0 0: 0. ~ 1-----11 a. (!) z ~ a. ~ z 0 i 12 UJ a. c3 en Cl ~ ~ F ~ :,: U) f;) JOB ND. 04053 DA1E: 10-26-04 SCALE: 1·-=10' DRAWN: VA CHECKED: HK SHEET: L-2 2 OF 4 SHEETS • I ' n m :z: --j Ml z: -,:::. -> r "13 ~ "IJ ' Ill ,..£1 -.J I V, ---------- - IRRIGATION NOTES: I. ALL ;-iQRK SHALL CONFORM TO APPLICABLE CODES. 2. T.CLA., INC. HAS PREPARED THESE PLANS FROM BASE INFORMATION PROVIDED BY l-'IALOON 4 ASSOCIATES, IRVINE CALIFORNIA (q.,q) 660-0llO. CONTRACTOR SHALL FAMILIARIZE HIMSELF l'!!TH THESE PLANS FOR ACTUAL AND ALL PERTINENT INFORMATION RELATING TO SITE CONSTRJJCTION. 3. REFER TO SPECIFICATIONS FOR 9JBMITTALS, INSP-cCTIONS AND OTHER APPLICABLE INFORMATION. 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT 5HOl-'IN WITHIN PAVED AREAs OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN • CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT THE CONTRACTOR'S OWN COST. 5. 00 NOT WILFULLY INSTALL THE IRRIGATION SYSTEM A5 SHOWN ON THE DRAWINGS WHEN IT JS. OBVIOUS IN THE FIELD THAT OB5TRJJCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPARATION. SUCH OBSTRJ.ICTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IN THE EVENT THIS NOTIFICATION JS NOT GIVEN, THE IRRIGATION CONTRAGTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS • NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION, AND TO THE OWNER'S SATISFACTION. f:>. IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERl:NC.ES, J..OCATJONS OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK l'!!TH THE GENERAL CONTRACTOR AND OTHER 5UBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER RoADWAY PAVING, ETC. 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTRoL WIRE SLEEVES, LATERAL AND MAINLINE, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUK T'l'l!CE THE ENGLOSED PIPE SIZE. e,. 120 VA.G. ELECTRICAL POWER SHALL BE PROVIDED TO THE CONTROLLER LOCATION BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK--IJP FROM THE ELECTRCAL SOURGE TO THE CONTRoLLER UNIT ONLY. q_ THE IRRIGATION SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON TI-lE DRAWINGS AT THE POINT OF CONNECTION. THE IRRIGATION C.ONTRAGTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRJ.ICTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF TI-lE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A-PROPER WORKING CONDITION. 10. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTAB- LISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARGHITECT SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRAGTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LAND5GAPE ARCHITECT. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT IF 50 ORDERED BY THE Ol'"INER. 11. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. • 12. ALL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE. AREA TO BE IRRIGATED. 13. THE IRRIGATION CONTRACTOR SHALL FLUSH AND AD..lJST ALL SPRINKLER HEADS FOR OPTIMUK PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, RoADWAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 14. ALL POP--IJP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED 50 THE TOP OF THE SPRINKLER HEAD 15 FWSH WITH THE ADJACENT SIDEWALK, OR PAVING. ALL POP-UP HEADS AWAY FROK EDGES 5f!ALL BE FLUSH WITH THE TOP OF GRADE. 15. IT 15 THE INTENT OF THE DE5I0N TO INDICATE THE INSTALLATION OF POP-UP HEADS IN LANDSCAPED AREAS ADJACENT TO PEDESTRIAN AND VEHICULAR AREAS. "IN THE EVENT THAT POP-UP HEADS HAVE NOT BEEN SPECIFIED IN THESE AREAS, IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE LANDSCAPE ARGHITEGT PRIOR TO CONSTRUCTION. PLANTING NOTES: I. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORKATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS 01-'!N TAKEOFFS AND 6lUANTJTIE5. 2. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 3. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY IN..IJRY TO ANY PERSON. 4. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY PLANT MATERAL DAMA5ED BY THE CONTRACTOR SHALL BE REPLACED l'!!TH ONE OF THE SAME TYPE AND SIZE AT THE CONTRACTOR'S 01-'!N EXPENSE, AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLANS (AS APPLICABLE). 5. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATOR:f FOR THE FOLLOWING, SOIL FERTILITY, ORGANIC MATTER CONTENT, AGRICULTURAL SUITABILITY, AND SALT AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN APPRoXIMATELY ONE QUART OF SOIL. BUT NO LESS. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOHING (AS APPROPRIATE), GENERAL SOIL PREPARATION, BACKFILL MIXES, AND PRE-PLANT FERTILIZER APPLICATIONS FOR ALL CONTAINER MATERIAL, ANNUAL COLOR, TURF, POTTED PLANT MIXES, PALM TREE PLANTING, AND ANY OTHER SOIL RELATED ISSUES. IT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERK MAINTENANCE. 6. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOl'!!NG, ,. q_ ANNUAL COLOR BEDS (INCORPORATED INTO THE TOP 6" OF SOIL BY MEANS OF ROTOTILLING.AFTER CR055-RIPPING), NITROGEN STABILIZED ORGANIG AMENDMENT -3 C.U. YDS. PER IPOO 5.F. AMMONIUM PHOSPHATE 16-20-0 -15 LB5 PER IPOO 5.F. AGRICULTURAL GYPSIJM -100 LB5 PER IPOO 5.F. TREES AND SHRUBS -BACKFILL ONLY, 6 PARTS BY VOLUME ON-SITE SOIL 2 PARTS BYVOWME NITRoGEN STABILIZED ORGANIC AMENDMENT 10 LBS. 12-12-12 FERTILIZER PER CU.YD. 10 LBS. AGRIGUL TURAL GYPSUM PER GU.YD. 2 LBS. IRON SULPHATE PER CU.YD. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS, AND AFTER RECEIVING A Ch.ANGE ORDER FRoM THE OWNER. ANY CHANGE IN COST DUE TO THE SOIL REPORT REGOMKENDATIONS SHALL BE SUBKJTTED TO THE OWNER WITH THE REPORT. REFER TO SPECIFICATIONS FOR SOIL PREPARATION METHODS. AFTER SOIL PREPARATION AND ESTABLISHMENT OF FINAL GRADES, PRIOR TO ANY PLANTING, THE CONTRACTOR SHALL IRRIGATE THOROUGHJ.. Y FOR APPROXIMATELY TWO TO THREE WEEKS, OR UNTIL WEED SEEDS HAVE GERKINATED. WHEN THERE 15 SUFFICIENT WEED SEED GERMINATION, THE CONTRACTOR SHALL APPLY A POST EKERGENT CONTACT HERBICIDE Ac.coRDING TO THE DIREGTIONS OF THE MANUFACTURER. THE CONTRACTOR SHALL THEN WAIT AN ADDITIONAL TWO (2) WEEKS TO ALLOW THE HERBICIDE TO DISSIPATE, THEN PLANT AS INDIGATED ON THE PLANS. THE CONTRACTOR SHALL REMOVE ANY RESIDUA'... WEED FOLIAGE AND/OR ROOTS IN FLAT AREA. A PRE-EMERGENT HERBIGIDE 15 RECOMKENDED IN AREAS NOT RECEIVING SEEDED MATERIAL OR ORNAMENTAL GRASSES. SPECIFICATIONS BOOK PROCEDURES SHALL TAKE PRECEDENCE OVER THESE PROCEDURES. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARGHITECT PRIOR TO PLANTING. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNAGCEPTABLE BY THE LANDSCAPE ARCHITEc.T SHALL BE IMMEDIATELY REMOVED FRoM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERKINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE ..AJDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. JO. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHER l'!!SE SPECIFIED. 11. ALL PLANTING AREAS WITH LESS THAN A 4,1 GRADIENT SHALL RECEIVE A 2" LAYER OF NITROGEN FORTIFIED SHREDDED TREE AND PLANT MATERIAL MULCH. THE MULCH SHALL CONSIST OF "FOREST FLOOR 0"--4'", BY AGUINAGA FERTILIZER COMPANY, JRVINE, CALIFORNIA OR APPROVED EQUIVALENT. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4, I OR STEEPER, UNLESS OTHERWISE DENOTED ON THE PLAN. THE MULCH SHALL BE I" DEEP WITHIN ALL TREE AND SHRUB WATERING BASINS. ABSOLUTELY NO BARE GROUND SHALL BE SHOWING. PROVIDE SAMPLES OF MULCH FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12. ALL PLANTING AREAS ON SLOPES OVER 4.J SHALL RECEIVE COCONUT FIBER EROSIOJ-1 COJ-ITROL NETTING FROM ROLLS. FIBER SHALL BE AS MANUFACTURED BY NORTH AMERICAN GREEN "GT-I25. INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. 13. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL TREES THAT ARE LOCATED HITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE EGUIVALENT 10 "DEEP-ROOT" OR •ct:NltJRYu 24~ DEEP PANELS. BARRIERS SHALL BE LOCATED IMKEDIATELY ADJACENT TO HARDSCAPE AND A5 PER THE RoOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S REGOMMENDATIONS. UNDER NO GJRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE RoOTBALL. 14. THE CONTRACTOR SHALL MAINTAIN THE PROJECT IN A HEALTHY AND WEED-FREE CONDITION FOR A PERIOD OF NINETY (qo) DAYS. 15. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, STRUCTURES AND HIRES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR • THOROUGHNESS OF THESE REC.OROS. APPROVAL OF THIS PLAN BY THE OWNER AND CITY OF PALMDALE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE Ac.CURACY OF LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY PIPE, WIRE OR STRUCTURE l'!!THIN THE LIMITS OF THIS PRoJEc.T. THE CONTRACTOR JS RESPONSIBLE TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN. CALL UNDERGROUND SERVICE ALERT PRIOR TO ANY EXCAVATION. PRESSURE LOSS CHART VALVE: A1 GPM: 11.3 I" REMOTE CONTROL VALVE LATERAL LINE LOSSES, (FIXED) MISCELLANEOUS LOSSES, (FIXED) ELEVATION(+) UPHILL,(-) DOWNHILL SPRINKLER OPERATING PRESSURE, (i) TOTAL SYSTEM LOSSES, SUMMARY, REQUIRED SYSTEM PRESSURE AT POINT OF CONNECTION DOWNSTREAM OF EXISTING VALVES, 45 P5I 5.0PSI 5.0 PSI 0.0 PSI 20.0 PSI 345 PSI 345 PSI REVISIONS BY fr,, RE\lgCN NAJI( 000 00-ll(Hll ~DS~ ,J"',y,. ~ $''fli!fti}" 1,b..,,... (j Q;' .,,. ~ .:; :l Q ._,,..,,. I. :-.;: :::-~ ">.; ~ ... ;-~OFCA\)~ ~ ~ . g ~ CJ -1;tq ,; A ~ ~-m ..... -~ " <is: z zz " " z~ 0 <ll ~ ii!,. :; ~ ~~s 15-::, .g ., -;i~ w_ ..., =" ~~ CJ ~oo wz":' ~~ <ll aw-w~ ..., Q~lg . c,m ..... .. >x zx .c: 'd~!:. ~~ u::i:2-<10 CJ &o~ w:g'§ ~ w:i::N Q(5o ...,< i-!;:o U.z"' p., ih~~ ~Cud! <ll <ll ~~8 i.ua::3; a::o.-. ~o--- CJ f:l 8~£ ~?2l A o:i 0 CJ u {I] 'd :ea o....:! E---< ~ I .~ I "~ ~ a. ....l <( z z w 1-z w () 0:: 0 <( u... z z 0:: <( 0 ....l IJ.. a.~ I-() Z:c w () ::;'!: i1i W Ill > h'. Oo O:'.'. 0.. a.~ ::'.2:W -Z ,:.: fr] ~ 0 "' 0.. . .,, JOB NO. D4053 DA 1E: 1 D-26-04 SCALE: 1·=10· DRAWN: VA CHECKED: HK SHEET: L-3 3 OF 4 SHEETS I:"> m ~ ;z:: :z: -)>' r -c::J ~ .z 0 --1 ~ 13 14 ADJACENT PAVING OR G!JRBING MULGH LAYER PER PLAN FINISH GRADE. I" BELON • PAVING IN llJRF AREAS. 2' BELoN PAVING IN SHRUB AND GROUNDGOVER AREAS. ..---5UBGRADE .---ROOT BARRIER MATERIAL. INSTALL WITH RIBS TOnARD 1REE AND PER MANUFAGTIJRERS SPEGIFIGATIONS. TOP EDGE OF BARRIER SHALL BE FUJSH WITH AD.JAGENT PAVING OR GURB. ROOT BARRIER SECTION VIEW SCALE: NTS MISSION BELL EL GAMINO REAL BELL FROM, CALIFORNIA BELL COMPANY 13600 WESTOVER DRIVE SARATOGA,GA."5010 /40B) 141-154<1 SALES@GALIFORNIA BELL.COM CONTACT, JOHN KoLSTAD ,r-c-RE!=EJ< TO MA<S. SPECS FOR ENGINEERED FOUNDATION PLANS. SCA-:, N. TS. 9 10 __,-'-1REE CANON .----TT'PIGAL WALKWAY OR PAVING ~ J itF:::::::::~~ 1REE TRUNK ~ -1----i--i~=:::::::::::~~~TT'PIGAL PLANTING AREA TT'PIGAL GURB AND tSUTTER ' ROOT _BARRIER PLAN VIEW SCALE: NTS 1.C-tru~lhe~u,dg,ol, 2.Spaoelrel'S~'n>n.lOSO'max. ~=== THNG'JOCf"fTOllm.JCEwtND RWSTAACE,M;tJ,EDcJ> RO,tOVE ,.JRSET<'r STAKE II'-• ORSITTJfE'lREEWTTH= OflR'.;M'; ~t'-ADED BY NURSEftT STAAE TO THE NDRTtt. E()IAlfl.V PR10ilTOIU,Cl(FIU . "fl<~EmOMCClll"iU<!'~ lU"r'~lTINTOPI.ANTll>IG VHE nntlROOl'S. 00 Nm OTHEffi',"~[ l)IST\JR,11 ROO'l6AIJ.. MOUHO WATh'E 30:I_ B£nE0.TI-l t=.~"TK:rlO<TT8'.l.L 'Z /;8{J,'[ fl/i1SHOl GROlK). 3. Plan!Wmh. "lrcm&:f\M ~~to .... ~......i 1S'11Dmltie ECRonlhl!<!d.s-.ie. ::~~(l"1~~=::=-~ 6. Plan\20'" rnh ,,..,, -ighl 1111<1 ~ pol""-7. Wrre:e ~~r,o ol(le -..-a~ plalltlN,e ~ \l,e c,,r>ler Df ~-a P/anltrea 3"lr0rn Qllb. CITY OF NEWPORTl3E:ACH flOIUC: WOO:l<S lm",lxn.tt>,T 24 INCH BOX TREE . PLAA'11NG DETAIL TREE DETAIL Al'l'.R0\'1:11, RCZ1'0.U,.15 l>RAWU."Gl'IO. STD-I] 8-L-A SCALE: NTS PLANT. 2" EARTH WATERING BASIN. ROOT BALL -TOP SHALL BE l"-2' Hl6HER THAN FINISH GRADE. BACKFILL -AMEND ONLY PER SOILS REPORT. MULCH LA YER PER PLAN (I' THICK MAX OVER ROOIBALU. FINISH GRADE. ..---PLANT TABS PER NOTE BELON. 2XROOTBALL DIAMETIR l/NDISTIJRBED NATIVE SOIL. NOlES, I. SGAR!Pf SIDES OF PLANT PIT PRIOR TO SETTING PLANT. 2 .. P.ROVIDE 4 INSTALL 21 GRAM AGRIFORM TABLETS AS PER MANUFAG11JRER5 SPEGS. 11 SHRUB DETAIL SCALE: NTS 1------' '1=11' -11' j.2X ROOIBALL j. 12 VINE DETAIL SPLAY VINE IN A FAN-LIKE MANNER AND ATTACH AS FOLLOWS, TREI LIS -USE BIB" EYE BOLTS IN ANCHORS PLASTER WAI { S -USE EPOXYED DISCS AND TIES ONLY VERIFY MANNER OF ATTACHMENT WITH OWNER PRIOR TO INSTALLATION. 2" EARTH WATERING BASIN. MULCH LA YER PER PLAN (I" THICK MAX OVER ROOIBALL). ROOT BALL -TOP SHALL BE 1"-2" HIGHER THAN FINISH GRADE. BACKFILL -AMEND ONLY PER SOILS REPORT. PLANT TABS PER NOTE BELON. UNDIS11JRBED NATIVE SOIL NOlES, • I. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT. 2. PROVIDE 4 INSTALL 21 GRAM AGRIFORM TABLETS AS PER MANUFAG11JRER5 SPECS. SCALE: NTS ~--FINISH GRADE AT I' BELON TOP OF BOX IN 1lJRF AREAS; 2' BELOl'"l OF BOX IN SHR\/B/GROUNDGOVER AREAS. ,,,,.---GARSON INDUSTRIES "'110-126 ROUND GREEN BOX ---QUICK COUPLING VALVE • ---RED BRICK, (4 REQUIRED) .,,---I CUBIC FOOT OF PEA GRAVEL 17-'-!r.,! .,,---BRASS NIPPLE :_...---BRASS '10 DEGREE STREET ELL ,,,---b" BRASS NIPPLE --MAINLINE PIPING ANO FITTING 5 QUICK COUPLER SCAL8 NTS 6 PULL BOX FINISH GRADE AT I' BELOi"! TOP OF BOX IN TIJRF AREAS; 2" BELOW OF BOX IN SHRUB/GROUNDGOVER AREAS. GARSON INDUSTRIES "'110-126 ROUND GREEN BOX MINIMUM 24' LONG PIGTAILS OF VALVE AND COMMON WIRE i"!ITH NO SPLICES I CUBIC FOOT OF PEA GRAVEL RED BRIGK, /4 REQUIRED) MAINLINE PIPING ANO FITTING SCALE: NTS FINISH GRADE, I' BELOW BOX IN 1lJRF 2" BELOi"! BOX IN SHRUB/GROUNDGOVER RECTANGULAR, GREEN LOCKING VALVE BOX "BRAND" IN CONTROLLER 4 STATION NUMBER ON LID IN 2' HIGH LETTERS WATERPROOF NIRE CONNECTORS "KING' ONE-STEP WIRE CONNECTORS PROVIDE 24" MIN EXPANSION LOOP ~l[Jl]'I ~rn~=r==~=~~:'==':==:::'S~l~~m-~-STAMPED BRASS TAG OR 71 m __..-11-=I EQUAL MARKED WITH 111 I CONTROLLER 4 STATION 111 11 I~ =: CONTROL VALVE 11 i' 1111 11-=c.----:::::~ :~o DEGREE ELL -1 17+-'"-!Hr-.OI PVC SGH-00 NIPPLE 111 --.c~ IDshr--"c-''!l'--\l RED BRICK SUPPORTS - , TT'PIGAL. 4 -TOTAL 11.~ 111m _ITT I l,, ,ill .. .l NOTE, V5E TEFLON TAPE ON ALL MALE THREADS REGUIRED, ONE EACH SIDE. ll_!lil~~~~-6" MINIMUM LAYER OF PEA GRAVEL. PVC SGH-00 NIPPLES (TI'PJ =l/~~---'PRE55URE MAINLINE 5x5xT FITTIN6 ~====~~~o~-COMMON AND CONTROL WIRES SECURED NITH VINYL GABLE TIES PVC SCH-BO NIPPLES (TI'P) G FEMALE ADAPTER LATERAL LINE TO VALVES 7 REMOTE CONTROL VALVE SCALE: NTS =I !1 I 1111 8 6" MAX. POP-IJP SPRAY HEAD, FUJSH IN TURF, I" ABOVE FINISH GRADE IN . GROUNDGOVER ARfAS. FINISH GRADE \\,,._,l!/l.,_-----------PVG SGH-40 '!O DEGREE TxT ELL B" MINIMUM PVC SCHEDULE BO NIPPLE PVC SCHEDULE 40 '!O DEGREE STREET ELL --.__ PVC LATERAL LINE AND FITTING POP-UP SPRAY HEAD SCALE: NTS 1 z !' . ~ 2 3 4 12" CONTROLLER MOUNTED IN VANDAL-RESISTANT ENCLOSURE VANDAL-RESISTANT ENCLOSURE (PEDESTAL MOUN1ED) POWER SNITCH 120 VOLT POWER WIRES IN CONDUIT. INSTALL PER ALL APPLICABLE CODES 1-1/2' CONDUIT FOR SENSOR ANO FLOW METER GABLE 2' PVC CONDUIT AND Si"lEEP WITH CONTROL AND COMMON WIRES ~~J'&'jrtG~·i\'"o\isANUFAG- FINISH GRADE NOTE, CONTRACTOR SHALL PROVIDE ANO INSTALL AN "! . • ~-.-· lrl.:=,-,,,l El6HT FOOT LONG COPPER • • . • I = --GROUNDING ROD INTO THE 111= = :,ti 11 I 1=-GROUND FOR CONTROLLER. 1-111-111-PROVIDE PROPER lll:=lll:=ff 12" ~=(~ ~R .aa~t::P"''ffiigjtRF.gJr~~1TIE~~!~~~::r-~ MANUFAGTIJRER 11,, 'm , I' _ RECOMMENDATIONS. DIRECT BURIAL CONTROL WIRES z !' N CONTROLLER ON PEDESTAL $CALE, NTS ,,,--FINISH GRADE GURB OR PAVING EDGE M_ 1 r -~ d_ q TRENCH DETAIL SCALE NTS PAVING MATERIAL FINISH GRADE BASE MATERIAL IF REQUIRED NATIVE SURROUNDING SOIL GLEAN BACKFILL SOIL COMPACTED TO MATCH NATIVE 51JRROUNDING SOIL SAND BACKFILL AROUND PIPES WIRE IN SEPARATE SLEEVE PIPE PRE55IJRE MAINLINE IN SLEEVE OR NON-PRESSIJRE LATERAL LINE EITHER IN SLEEVE OR NOT PER PLAN. SLEEVING DETAIL SCALE: NTS BALL VALVE • ' .,,------'GARSON" OR·APPROVED EQUAL 10' ROUND PLASTIC VALVE BOX WITH LOCKABLE LID ~-FINISH GRADE AT I" BELON TOP OF BOX IN 1lJRF AREAS; 2' BELON TOP OF BOX IN SHRUB/GROUNDGOVER AREAS. BALL VALVE ~-PVC MALE ADAPTER ~-B' MINIMUM LAYER OF PEA GRAVEL RED BRICK TT'PIGAL, 4 REQUIRED ' SCALE: NTS REV1SIONS BY ~ F 1-l:l r If) ~ 0.. _J <( z z ' w 1-z w 0 O'.'. 0 <!.'. LL Z ZD'.'. <( 0 _J ~ o..~ I-0 z :c WO ~ u1 w co > t2 Oo O'.'. Q. 0.. s: ~w _z ~ 0:: 0.. JOB NO. 04053 DATE: 10-26-04 SCALE: AS SHOWN DRAWN: VA CHECKED: HK SHEET: L-4 4 OF 4 SHEE1S -..Q -.I ~