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Home My WebLink AboutR_5865_SCITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE I>-CANYON 0 SAN JOAQUIN HILLS NE}1x, s RD ;o -&"" SAN JOAQUIN ,. t ' ; •• ;~;.;'. .· -, .. : .... , .. ,.,:--· ' ( -· ~NEWPORT BEACH LOCATION MAP NOT TO SCALE BENCH MARK: ORANGE COUNTY SURVEYOR BENCHMARK NO. "3T-6-92", NGVD 29 -1992 ADJ. ELEV= 602.431 FT. ' 4p CITY OF. IRVINE -~ Ut11~S11'l DESCRIBED BY OCS 2001 -FOUND 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED "3T-6-92", SET IN THE NORTHEAST CORNER OF A 4 FT. BY 5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE EAST SIDE OF NEWPORT COAST DRIVE, 0.85 MILES NORTHERLY FROM ITS INTERSECTION WITH PELICAN HILL ROAD TO A PUMP STATION ENTRANCE, 84 FT. SOUTHERLY OF THE ENTRANCE TO THE PUMP STATION AND 52 FT. EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE. MONUMENT IS SET LEVEL WITH TOP OF CURB. BASIS OF BEARBNGS: BEARINGS AND COORDINATES AS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS GPS NO. 1379 AND STATION NO. 0235 BEING N0"24'17"E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. 1379, NORTHING 2,169,442.740 FT., EASTING 6,081,947.914 FT. 0235, NORTHING 2,170,948.321 FT,, EASTING 6,081,958.549 FT. PROJECT LOCATION PUBLIC WORKS DEPARTMENT NEWPORT COAST DRIVE STREET IMPROVEMENTS SAN JOAQUIN HILLS RD TO SR-73 t:,, AC AB B/C B/W BC BCR BFP BM eve C&G CB CF CL CMP CONC CONST CP CSP DIA DW DWG DWY E EA EC ECR EL ENGR EP ETW EVC EXIST FG FH FL FT G GA GALV GB GM GI/ HGL HH HT INV JS L LAT LD LDSC LF LS ABBREVIATIONS CURVE DELTA ASPHALT CONCRETE AGGREGATE BASE BACK OF CURB BACK OF WALK BEGIN CURVE BEGIN CURB RETURN BACK FLOW PREVENTER BENCHMARK BEGIN VERTICAL CURVE CURB AND GUTTER CATCH BASIN CURB FACE CENTERLINE CORRUGATED METAL PIPE CONCRETE CONSTRUCT CATHODIC PROllECTION CORRUGATED STEEL PIPE DIAMETER DOMESTIC WATER DRAWING DRIVEWAY ELECTRIC EACH END CURVE END CURB RETURN ELEVATION ENGINEER EDGE OF PAVEMENT EDGE OF TRAVELED WAY END VERTICAL CURVE EXISTING FINISH GRADE FIRE HYDRANT FLOW LINE FOOT/ FEET GAS GAUGE GALVANIZED GRADE BREAK GAS METER/SERVICE GAS VAf.VE HYDRAULIC GRADE LINE HAND HOLE HEIGHT INVERT JUNCTION STRUCTURE LENGTH LATERAL LOCAL DEPRESSION LANDSCAPING LINEAR FEET LUMP SUM LT MAINT MAX MBGR MH MIN MISC MOC MOD MON NB NlC N.T.S. 0G OH PB PCC PED Pl PROP PVI PVMT Q R RAC-G RCP RET RT ~,w SB SD SF SHLD SR ss STA STD SW TC TEL TRANS TS TYP UNK V VAR vc VERT VLT w WM WV DAlE: _;;_,~,_fa_z....,.{'_o_r __ LEFT MAINTENANCE MAXIMUM METAf. BEAM GUARD RAIL MANHOLE MINIMUM MISCELLANEOUS MIDDLE OF CURVE MODIFIED MONUMENT NORTHBOUND NOT IN CONTRACT NOT TO SCALE ORIGINAL GROUND OVERHEAD PULL BOX ~f (~~Nio~~RE PEDESTAf. POINT OF INTERSECTION PROPOSED POINT OF VERTICAL INTERSECTION PAVEMENT RATE OF FLOW IN CUBIC FEET PER SECOND RADIUS RUBBERIZED ASPHALT CONCRETE (TYPE G) REINFORCED CONCRETE PIPE RETAINING RIGHT RIGHT OF WAY RECLAIMED WATER SOUTHBOUND STORM DRAIN SQUARE FEET SHOULDER STATE ROUTE SANITARY SEWER STATION STANDARD SIDEWALK TOP OF CURB TELEPHONE TRANSffiON TRAFFIC SIGNAL/CONDUIT TYPICAL UNKNOWN VAf.VE VARIES/ VARIABLE VERTICAL CURVE VERTICAL VAULT WAllER WATER METER/SERVICE WATER VAf.VE DAlE:____,l+/_-z_o,1-/o_s--__ _ SYMBOL LEGEND ~ POWER POLE Q MANHOLE ~ FIRE HYDRANT 11\1 WM Ill WATER METER BOX & SE D GM GAS METER ® VALVE D MONUMENT -x-x-x-FENCE _ _ _ _ EXISTING CONSTRUCTION PROPERTY LINE ----NEW CONSTRUCTION ---'t---CENTERLINE --SS--SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--ELECTRIC LINE -T--TELEPHONE LINE -CTV -CABLEVISION LINE SIGN INDEX OF SHEETS SHEET NO. PLAN CODE DESCRIPTION 1 (T-1) TITLE SHEET AND INDEX 2 (N-1) GENERAL/CONSTRUCTION NOTES 3-4 (X-1) TO (X-2) TYPICAL STREET SECTIONS 5-7 (CD-1) TO (CD-3) CONSTRUCTION DETAILS 8 (K-1) PLAN AND PROFILE KEY PLAN 9-14 (PP-1) TD (PP-6) PLAN AND PROFILE SHEETS 15-19 (SD-1) TO (SD-5) STORM DRAIN PLANS 20-24 (PD-1) TO (PD-5) SIGNING AND STRIPING PLANS 25-26 (TS-1) TO (TS-2) TRAFFIC SIGNAL PLANS 27-29 (U-1) TO (U-3) UTILITY PLANS 30 • (L-1) LANDSCAPE GENERAL INFORMATION 31-40 (Ll-1) TO (Ll-10) LANDSCAPE IRRIGATION 41-48 (LP-1) TO (LP-8) LANDSCAPE PLANTING 49-52 (E1.0) TO (E2.1) LANDSCAPE ELECTRICAL UTILITY CONTACTS UTILITY\OWNER PHONE NO. OJ IRVINE RANCH WATER DISTRICT (WATER & SEWER) (949) 453-5611 [2l SBC (TELEPHONE) (714) 237-6040 RVICE [Ji SOUTHERN CALIFORNIA EDISON CO. (DISTRIBUTION) (714) 895-0614 13:] SOUTHERN CALIFORNIA GAS CO. (GAS-DISTRIBUTION) (714) 634-3267 [)i] COX COMMUNICATION ( CABLE TV) (949) 546-2754 ffi) CITY OF NEWPORT BEACH INSPECTION (949) 644-3311 [Z] CITY OF IRVINE INSPECTION (949) 724-6505 rnJ COUNTY OF ORANGE (714) 834-2300 [fil THE IRVINE COMPANY (ICDC) (949) 720-7000 IIll) CAL TRANS PERMITS (949) 724-2264 OJ] GAS RECOVERY SYSTEMS (GRS) (949) 721-4151 m] INTEGRATED WASTE MANAGEMENT (IWMD) (949) 728-3045 Under, nd Service Alert Call: TOLL FREE I 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG ~ 3f'l.9/D~ A'OPf P t./ PLMS ro,_ 1'11-Aff'IC. ~ll.~A~ I ,.J~~l';'.o.,NGc,r. ) & R~v1sf:p ~111CIAIAI-\(.@ r.w ,T>W VAVL-TS, SltT IOl'f.1. li~LOC.A'ltco lli!IZ, ro,<Jt'jl.oLL.61<. sllr ~I~ 'JZ .<!~ . ~!>pEO 1..-,:,~c@ S ,QE1'1A !..JC. AIEE-AS, ' .. ' J ' NO, l>ATe: ReVIS10/II ~RWD COD 4118 "~~RD DRA \\'ING T-1 PLAN PREPARED BY: APPROVAL OF SCOPE OF WORK PLANNING a DE:SIGN ■ CONSTRUCTION KEITH 14725ALTON PARKWAY ~ - 62490 IFMNE, CALIFORNIA 92618-2027 IRVINE COMM 9/30/05 CONSULTING 949.472.3505 FAX 949.472.8122 • www.RBF.eom DEVELOPMENT 1k.~ 1·14·0~ DATE: 01 i14i05 DATE --------1 TRISHA C. KEITH R.C.E NO. 62490 APPROVAL RECOMMENDED APPROVAL RECOMMENDED ~UQ~ R.C.E. NO. 25333 DATE \ -Z-<e -0 -S APPROVAL RECOMMENDED TRANSP & DEV SERVICES MANAGER R.C.E. NO. 22045 DESIGNED DRAWN TI< wr ,__ _______ __, CHECKED DA TE 1 14 05 NEWPORT COAST DRIVE STREET IMPROVEMENTS SAN JOAQUIN HILLS ROAD TO SR-73 CITY OF NEWPORT BEACH R-5865-S PUBLIC WORKS DEPARTMENT SH££T 1 OF 52 0 , •7 ··-ii ~~ -1 j{;' --'"t) r,, f04 ~ (ii 0 ~>g ('t' V' C --0 0 <Y ~ ~ " E ----- CL lO --,,, <S\ ,,, \"' "' 0 '-. "' -'-. -0 c,, " "O -0 f- "' co -"' ,/ w ;2 f-,/ :'.i 0 ,/ 3' CL en C 0 ~ f-,/ 0 0 <( u / "' co -"' 0 -0 -/ 0 -0 "O CL / I GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF NEWPORT BEACH STANDARD DRAWINGS, CITY OF NEWPORT BEACH STANDARD SPECIFICATIONS, THE CALTRANS STANDARD SPECIFICATIONS, THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H. MANUAL), ADA, TITLE 24 REQUIREMENTS, AND MOST CURRENT UBC UNLESS SPECIFIED OTHERWISE IN THE CONTRACT SPECIAL PROVISIONS. 2. THE CONTRACTOR MUST NOTIFY THE CITY OF NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR FIELD TESTS BY CONTACTING THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311. 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE PRE-APPROVED BY THE CITY ENGINEER. 4. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER, OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWINGS. 5. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 422-4133 AT LEAST THREE WORKING DAYS PRIOR TO ANY EXCAVATION AND FIELD VERIFY THAT THE UTILITIES HAVE BEEN MARKED BEFORE EXCAVATING. 6. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. 7. SILENT, BATTERY POWERED ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES. 8. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL PIPES, WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. 10. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND ALL DEVIATIONS SHALL BE APPROVED BY THE ENGINEER. 11. PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTED AND DOCUMENTED BY THE OWNER'S (TIC) LAND SURVEYOR BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION BY THE CONTRACTOR, THE CONTRACTOR'S LAND SURVEYOR SHALL RESET SUCH MONUMENTS AND ALL REQUIRED RECORDS WITH THE COUNTY OF ORANGE. 12. CONTRACTOR SHALL CLEAN UP THE PROJECT SITE AT THE END OF EACH WORK DAY. 13. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO EACH PROPERTY ADJACENT TO THE WORK AT ALL TIMES. 14. PROTECT IN PLACE ALL UTILITIES BEHIND BACK OF CURB ON WESTERLY PARKWAY OF NEWPORT COAST DRIVE. 15. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 16. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. STORM DRAIN NOTES 1. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS, UNLESS OTHERWISE SHOWN. 2. FOR TRENCH EXCAVATIONS IN NATIVE SOIL, SHORING SHALL BE PROVIDED TO SATISFY STATE OF CALIFORNIA SAFETY REQUIREMENTS. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. 3. THE CONTRACTOR MUST NOTIFY THE CITY OF NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION BY CON1ACTING CITY OF NEWPORT BEACH AT (949) 644-3311 4. ALL REINFORCED CONCRETE PIPE MUST BE BEDDED IN ACCORDANCE WITH PIPE BEDDING DETAIL PER CITY OF NEWPORT BEACH STD-106-L. 5. PRIOR TO THE PLACEMENT OF STORM DRAIN IMPROVEMENTS, THE SOILS ENGINEER SHALL CERTIFY IN WRITING TO THE CITY OF NEWPORT BEACH INSPECTOR THAT THE STORM DRAIN'S SUBGRADE IS OF ADEQUATE STRENGTH TO SUPPORT THE STRUCTURES AND ANY ANTICIPATED LOADS. 6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE STATE DIVISION OF INDUSTRIAL SAFETY. A COPY OF THE PERMIT SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. 7. LENGTH OF MANHOLE STRUCTURES MAY BE INCREASED BY A MAXIMUM OF 2 FEET TO MEET PIPE ENDS AT OPTION OF CONTRACTOR AS LONG AS REINFORCING STEEL IS CONTINUED AS REQUIRED. ANY CHANGE IN SPUR LOCATION MUST BE APPROVED BY THE ENGINEER. 8. FLOOR OF MANHOLE STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 9. BODY OF MANHOLE STRUCTURE, INCLUDING SPUR, MUST BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT CONSTRUCTION JOINT AT THE SPRING LINE WITH A LONGITUDINAL KEYWAY IS PERMITTED. 10. ALL REINFORCING BARS MUST BE SECURELY HELD IN PLACE IN THE FORMS. TWO WAY MATS OF STEEL MUST BE WIRED TOGETHER BOTH WAYS AT ALTERNATE INTERSECTIONS. 11. STORM DRAIN BACKFILL FOR ALL FACILITIES WITHIN STREET RIGHT-OF-WAY IS TO BE PLACED AND COMPACTED UNDER CITY OF NEWPORT BEACH INSPECTION AND MEET OR EXCEED CITY OF NEWPORT BEACH MINIMUM STANDARDS. 12. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THEIR EXISTING STREET OR DRAINAGE COURSES. 13. IN THE COURSE OF WATER CONTROL, THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION WITH FUELS, OILS, BITUMENS OR HARMFUL MATERIALS. 14. LOCAL DEPRESSIONS AND DECKS OF CURB INLETS SHALL NOT BE POURED UNTIL ADJACENT CURB AND GUTTER HAS BEEN POURED. 15. CONTRACTOR SHALL NOTIFY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311 FORTY EIGHT HOURS (48) PRIOR TO D-LOAD TESTING OF RCP FOR VERIFICATION OF RESULTS. 16. CONTRACTOR SHALL MAC WRAP ALL STORM DRAIN JOINTS (RCP) 1. 2. PAVING NOTES A PRE-PAVING MEETING, IN ADDITION TO THE PRE-CONSTRUCTION MEETING, SHALL BE HELD FORTY-EIGHT (48) HOURS PRIOR TO PAVING. THE CITY OF NEWPORT BEACH INSPECTOR SHALL BE NOTIFIED FOR ATTENDANCE AT THIS MEETING. ASPHALT CONCRETE SHALL BE TYPE A, AGGREGATE BASE SHALL BE CLASS 2, AND OVERLAY SHALL BE RAC-G. EROSION & SEDIMENT CONTROL NOTES 1. IN THE CASE OF EMERGENCY, CALL THE PUBLIC WORKS DEPARTMENT AT /949) 644-3311 DURING BUSINESS HOURS AND THE NEWPORT BEACH POLICE DEPARTMENT DISPATCH AT (949) 644-3717 AFTER BUSINESS HOURS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 24-HOUR CONTACT INFORMATION SHALL BE PROVIDED TO THE CITY DURING THE PROJECT PRE-CONSTRUCTION MEETING. 3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY OF NEWPORT BEACH. 4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40% 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND BASINS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 7. THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND ENSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. ENVIRONMENT AL NOTES 1. THE CONTRACTOR SHALL NOTIFY ALL SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED. SUCH DUMPING CAN AND WILL RESULT IN A FINE BY THE CITY OF NEWPORT BEACH AND OTHER AGENCIES. 2. CONTRACTOR SHALL MAINTAIN CONSTRUCTION SITE IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITEO TO: SOIL OR LIQUID 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 FLUSH IN GS. DURING CONSTRUCTION, CONTRACTOR SHALL DISPOSE OF SUCH MATERIALS OFF-SITE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 3. CONTRACTOR MAY DISCHARGE MATERIAL OTHER THAN STORM WATER 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. 4. 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 QUALITY CONTROL BOARD. 5. CONTRACTOR SHALL MAINTAIN AN UPDATED/CURRENT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON SITE AT ALL TIMES THROUGHOUT THE DURATION OF THE CONSTRUCTION CONTRACT. 6. CONTRACTOR SHALL CONFORM TO ALL AQMD REQUIREMENTS FOR POSITIVE DUST CONTROL. 7. GRADING AND EXCAVATION SHALL BE HALTED DURING PERIODS OF HIGH WINDS. ACCORDING TO AQMD MEASURE F-4, HIGH WINDS ARE DEFINED AS 30 MPH OR GREATER. THIS LEVEL OCCURS ONLY UNDER UNUSUALLY EXTREME CONDITIONS, SUCH AS SANTA ANA WIND CONDITIONS. TCA NOTES 1. ADVANCED APPROVAL SHALL BE OBTAINED FROM THE TRANSPORTATION CORRIDOR AGENCIES FOR ANY PROPOSED CLOSURE TIMES AND DETOURS FOR RAMPS TO AND FROM THE SAN JOAQUIN HILLS CORRIDOR. 2. CONTRACTOR SHALL NOTIFY THE TRANSPORTATION CORRIDOR AGENCIES AT (949) 754-3429 A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY PROPOSED CLOSURES IMPACTING TOLL ROAD TRAFFIC. CAL TRANS NOTES 1. ALL WORK WITHIN THE STATE'S RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 2002) 2. IMPORTED BORROW, IF ANY, FOR TRENCH BACKFILLING AND/OR ROADWAY SUBGRADE SHALL BE FREE OF ORGANIC AND ANY OTHER DELETERIOUS MATERIALS AND CONFORM TO SECTION 19-7.02 OF CALTRANS STANDARD SPECIFICATIONS DATED JULY 1999. THE MATERIAL SHALL BE NON-EXPANSIVE WITH AN R-VALUE OF AT LEAST 40 AND ALSO TESTED FOR CORROSIVE PROPERTIES PRIOR TO PLACEMENT. ROADWAY EXCAVATION AND RELATIVE COMPACTION SHALL CONFORM TO SECTIONS 19-2 AND 19-5.03 OF CALTRANS STANDARD SPECIFICATIONS (JULY 1999). 3. FOR AC PAVEMENT CONSTRUCTION THE PROPORTION OF AGGREGATE, AMOUNT OF ASPHALT BINDER, AND THE REQUIRED ASPHALT CONTENT SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS (JULY 2002). SPREADING AND COMPACTING OF THE AC SHALL COMPLY WITH SECTION 39-6 OF CALTRANS STANDARD SPECIFICATIONS (JULY 2D02). 4. THE JOIN BETWEEN THE EXISTING PAVEMENT AND THE NEW AC SHOULDER SHALL BE SEALED. A LAYER OF PRIME COAT TO BE APPLIED BETWEEN ALL BONDED AND UNBONDED LAYERS. A LAYER OF TACK COAT SHALL BE APPLIED TO ALL VERTICAL-CUT FACES AND BETWEEN SUBSEQUENT AC LIFTS. NO. DAlE IRWD STANDARD WATER NOTES A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL", AS LAST REVISED. 8. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949)453-5300 OR (949)453-5615. C. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48-HOURS PRIOR TO START OF WORK. D. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. E. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. F. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. I. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 200, AWWA C-900 PVC, UNLESS OTHERWISE NOTED. J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. L. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. M. CURBS SHALL BE INSCRIBED WITH A ''W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES BY MEANS OF A 4" GRINDER. N. INDIVIDUAL PRESSURE REGULATORS ARE BE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IS 80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS BY MEANS OF A 4" GRINDER P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING RECLAIMED WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. Q. FINAL INSPECTION FOR WATERLINE MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY, AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LESS THAN 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. R. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-34 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE. S. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERING PERMIT FROM THE STATE OF CALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF CONSTRUCTION. IRWD OFF-SITE RECLAIMED WATER NOTES 1. ALL OFF-SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTABLE WATER SYSTEM. 2. RECLAIMED WATER PIPE SHALL BE PURPLE PVC C-900, CLASS 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WATER. 3. ALL 1-INCH AND 2-INCH COPPER SERVICES SHALL BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO END. 4. ALL RECLAIMED WATER LINES SHALL BE CONSTRUCTED WITH 52 INCHES OF COVER IN RESIDENTIAL STREETS AND 60 INCHES OF COVER FOR CAPITAL LINES OR IN PRIMARY OR SECONDARY STREETS. "' KEITH ~ No. 62490 "' . 9/30/0 IVIL PLAN PREPARED BY: CONSULTING TRISHA C. KE11H CONSTRUCTION NOTES: PROTECT IN PLACE 2 CONSTRUCT 2" OVERLAY (RAC-G) OVER 4" AC (TYPE A) OVER 12.5" CL2 AB PER DETAIL ON SHEET CD-1 3 CONSTRUCT 2" OVERLAY (RAC-G) OVER 10" AC (TYPE A) PER DETAIL ON SHEET CD-1 4 CONSTRUCT VARIABLE (2" MIN) OVERLAY (RAC-G) PER DETAILS ON SHEET CD-1 5 CONSTRUCT 5"(0.127m) AC (TYPE A) OVER 16"(0.407m) CL2 AB PER DETAIL ON SHEET CD-1 6 CONSTRUCT MODIFIED TYPE B MEDIAN CURB PER DETAIL ON SHEET CD-1 7 CONSTRUCT TYPE D AC DIKE PER CAL TRANS STD PLAN A87 8 CONSTRUCT PARABOLIC CURB TRANSITION PER CITY OF NEWPORT BEACH STD-107-L 9 CONSTRUCT PARABOLIC MEDIAN NOSE FLARE PER DETAIL ON SHEET CD-1 10 CONSTRUCT 4" THICK SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L 11 CONSTRUCT MAINTENANCE VEHICLE PARKING PER DETAIL ON SHEET CD-2 12 COLD PLANE PER TYPICAL SECTION AND DETAIL ON SHEET CD-1 13 SLURRY SEAL 14 REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS 15 REMOVE EXISTING MEDIAN CURB AND GUTTER 16 REMOVE EXISTING CONCRETE MOW STRIP 17 INSTALL 1-6" CLASS 315 PVC SLEEVE & 2-4" CLASS 315 PVC SLEEVES 36" MIN BELOW SURFACE AND PER PFRD STD PLAN 1760 @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. SEE DETAIL ON SHEET CD-3 19 CONSTRUCT VARIABLE HEIGHT RETAINING CURB PER DETAIL ON SHEET CD-1 20 REMOVE METAL BEAM GUARD RAIL 21 CONSTRUCT MODIFIED TYPE A MEDIAN CURB & GUTTER PER DETAIL ON SHEET CD-1 22 REMOVE EXISTING BARBED WIRE FENCE AND POSTS 23 CONSTRUCT 2" (0.051m) OVERLAY (RAC-G) OVER 4" (0.102m) AC (TYPE A) OVER 21" (0.533m) CL2 AB PER DETAIL ON SHEET CD-1 24 PLACE 4" MISC AC 40 FURNISH AND INSTALL ELECTRIC METER PEDESTAL PER EDISON REQUIREMENTS 41 ADJUST EXISTING PULLBOX TO GRADE 42 ADJUST EXISTING VAULT TO GRADE 43 ADJUST EXISTING MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-111-L 44 FURNISH AND INSTALL SBC PULLBOX 45 ADJUST EXISTING VALVE CAP TO GRADE 46 FURNISH AND INSTALL 3" CONDUIT PER SBC REQUIREMENTS 60 REMOVE EXIST 18" SLOTTED CMP 61 REMOVE EXIST 18" CMP 62 REMOVE EXIST CATCH BASIN 63 ABANDON EXIST PIPE 64 NOT USED 65 REMOVE EXIST JUNCTION STRUCTURE 66 REMOVE CONFLICTING PORTIONS OF EXISTING PIPE TO MIN 18" CLEAR OF NEW CONSTRUCTION 67 CONSTRUCT MEDIAN RISER INLET PER DETAIL ON SHEET SD-1 68 CONSTRUCT MODIFIED MEDIAN RISER INLET PER DETAIL ON SHEET SD-1 69 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL ON SHEET CD-2 70 FURNISH AND INSTALL 10" PVC PIPE (SCHED 40 OR BETTER) 71 CAP INLET PER DETAIL ON SHEET SD-1 72 CONSTRUCT CURB INLET TYPE OS PER CITY OF NEWPORT BEACH STD-306-L (H PER PLAN) 73 FURNISH AND INSTALL 12" RCP (D-1250) BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-106-L 74 CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L 75 CONSTRUCT CURB INLET TYPE OL-A PER CITY OF NEWPORT BEACH STD-305-L (H & L PER PLAN) 76 NOT USED 77 FURNISH AND INSTALL 18" RCP (D-1250) BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-106-L 78 NOT USED 79 CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF NEWPORT BEACH STD-310-L 80 CONSTRUCT CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH STD-312-L 81 CONSTRUCT GD-1 INLET PER DETAIL ON SHEET SD-1 82 NOT USED 90 FURNISH AND INSTALL 2" RECYCLED WATER SERVICE PER IRWD STD PLAN W-2 91 NOT USED 92 ADJUST EXISTING CATHODIC PROTECTION TEST STATION TO GRADE 93 RELOCATE EXISTING 4" BACKFLOW PREVENTER BEHIND SIDEWALK AS SHOWN PER IRWD STD PLAN W-16 94 RELOCATE EXISTING AIR VAC BEHIND SIDEWALK PER IRWD STD PLAN W-10 95 ADJUST EXISTING AIR VAC TO GRADE 96 REMOVE EXISTING ABOVE-GROUND PORTIONS OF 4" PIPING AND RECONNECT TO EXIST PIPE 97 REMOVE EXISTING VAULT, 4" PIPING, AND APPURTENANCES. SALVAGE METER AND VALVES TO IRWD 98 INSTALL VAULT AND 4" METER BEHIND SIDEWALK AS SHOWN IN THE DETAIL HEREON, PER IRWD STD PLAN W-17 99 RELOCATE AND RECONNECT EXISTING FLOW TRANSMITTER PER IRWD ELECTRICAL AND INSTRUMENTATION SPECIFICATIONS PLANNINO ■ CESIC3N II CCINSTRUCTIDN 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 949-472.3505 FAX 949.472.8122 • www.RBF.com DATE: 01/14/05 R.C.E NO. 62490 DESIGNED RECORD DRAWING N-1 NEWPORT COAST DRIVE STREET IMPROVEMENTS GENERAL NOTES & CONSTRUCTION NOTES TK DRAWN wr CITY OF NEWPORT BEACH R-5865-S -==--"'-1"="'"'=-----'--i CHECKED DATE 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 2 Of 52 i lf' 0 (/] [)._ E CL 0 N N <D 0 ...___ 0 N ' "' ZB 0 0, 3: " 0 ~ z --"' 0:, V"\ "' r-J / "' ~ ::, a, "' ? 0:, N N 0 <D 0 a, z 0 0 / ~ ::, 0 I 0 <( 0 / :;: [)._ "' C: 0 ~ f-/ 0 0 <( 0 / "' 0:, "' 0 ~ 0 ~ / 0 ~ 0 " a. --:: I R/W NOTE: 8' & VAR -12 R/W 8' --- R/W VARIES 11' 2" MIN. 11' VARIES 12· 13' 4 VAR\£.S z% 4 3% ,o 2. • ~ 20" RW ____/-/ _., 24" RW_/ VAR 7' TO 7.5' i I Q' & VA 15 16 21 6 15 16 VAR 7' TO 11.93' 13' VAR 5.4' TO 16' 4 _J (' \_18" SD NEWPORT COAST DRIVE STA 147+63.29 TO STA 154+33.29 60' 51' 12' 13' 7' 7' 13' 6 6 VAR VAR 60' 51' 12' 11' 8' VAR. 2.5% 2" MIN. TO 5.5' SW VAR1£.S -0.4% 1:--.- % ,o 3,1% '--J ~---------}-\ R/W ----------,;---\.{I) ----., -, -, ' 0 _/'\ \_ \_ELEC\ \_6" WATER 51' 12· _., GAS 24" DW 6" SEWER TEL 60' 11' 8' CATV 5.5' SW R/W 1.92' TO 12.29' 7.27' TO 12. 79' 2" MIN. 2" MIN. VARIES 1.7% TO 2.0% 12 --------- ---------------14 ( ', r \ 20" RW __.,.,.,,-, / _., 2 4" R W ____/' NEWPORT COAST DRIVE STA 158+11.27 TO STA 169+58.83 i VARIES 1,6% TO 2.0% --- R/W sa I n '-------------'--'--------------'------------------------------ 1 51' 8.5' 12' 12' 4.5' 13' 5.5' 13' 6 15 4 6 15 4 NEWPORT COAST DRIVE STA 174+43.58 TO STA 177+00.33 53' 12' 11' 2" MIN. VARIES 1.6% TO 1.9% PAVEMENT LEGEND 12.5' TEL 5.5' SW 19 CATV I I I I I I / / / / EXISTING UTILITIES SHOWN ARE NOT TO SCALE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN FIELD PRIOR TO BEGINNING CONSTRUCTION. ~ REMOVAL BY COLDMILL W REMOVAL BY EXCAVATION NO. DAlE 0.5' o!sr-;< :< ;< t BACKFILLED/ COMPACTED SUBGRADE R/W 8' R/W VARIES 7.5' TO 8.5' 60' 51' 11' 12' 2" MIN. VAR\£.5 % ~- VARIES 11' TO 12' 12 i I I I ' 60' 51' 12' 13' 7' VAR 1.92' TO 6.53' i I I I i I I I OR 7' R/W 60' 51' 5.5' 13' 12· 11' 8' SW VAR. 0.4% VAR ,, TO 2 MIN. 0.92' TO 6.27' R\£.S 4.8% VA 31% I 1 9% 10 • ~ I -~ __ --1 4 r' 14 ~18" SD TEL CATV (J)* * SEE SHEETS PP-1 AND PP-2 FOR LIMITS NEWPORT COAST DRIVE STA 154+33.29 TO STA 158+11.27 i I 72' I VARIES 51' TO 53' 7.5' & I 6,5' & 13' VAR VAR 13' 2' I/ 14' NEWPORT COAST DRIVE STA 170+35.64 TO STA 174+43.58 12· 11' 2" MIN. VARIES 1.7% TO 2.0% VARIES 8.5' TO 12' VAR 2.6:i,; ro ~ CONSTRUCTION NOTES 0-PROTECT IN PLACE 5.5' SW CATV R/W 1.5' 5' I 5' 1.5' 0.5' ®-CONSTRUCT 2" OVERLAY (RAC-G) OVER 4" AC (TYPE A) OVER 12.5" CL2 AB PER DETAIL ON SHEET CD-1 0-CONSTRUCT 2" OVERLAY (RAC-G) OVER 10" AC (TYPE A) PER DETAIL ON SHEET CD-1 AND VARIES ' I ' I ' I : I I AND VARIES 10% & VAR I i _l "1/""">'.""1/7'1 0.5' 24" DEEP MOISTURE BARRIER ' I 24" DEEP MOISTURE BARRIER MEDIAN GRADING DETAIL STA 150+00 TO STA 183+11 NTS KEITH 62490 p. 9/30/ CIVIL PLAN PREPARED BY: C □NSULTING TRISHA C. KEITH ~BAJLLED/ COMPACTED SUBGRADE PLANNING ■ DESION II CONSTRUCTION 14725 ALTON PARKWAY IA.VINE, CAL.JFOANIA 92618-2027 949.472.3505 FAX 949.4728122 • www.ABF.com DATE: 01/14/05 R.C.E NO. 62490 0-CONSTRUCT VARIABLE (2" MIN) OVERLAY (RAC-G) PER DETAILS ON SHEET CD-1 ©-CONSTRUCT MODIFIED TYPE B MEDIAN CURB PER DETAIL ON SHEET CD-1 @-CONSTRUCT 4" THICK SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L @--COLD PLANE PER TYPICAL SECTION AND DETAIL ON SHEET CD-1 @-REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS @-REMOVE EXISTING MEDIAN CURB AND GUTTER @-REMOVE EXISTING CONCRETE MOW STRIP @--CONSTRUCT VARf'(l~LE .HEIGHT RETAINING CURB PER DETAIL ON SHEET CD-1 @-CONSTRUCT MODIFIED TYPE A MEDIAN CURB & GUTTER PER DETAIL ON SHEET CD-1 RECORD DRAWING X-1 NEWPORT COAST DRIVE . STREET IMPROVEMENTS TYPICAL CROSS SECTION DESIGNED Tl< DRAWN WT CITY OF NEWPORT BEACH R-5865-S ,__ ___ _,_ ___ _ CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 Of 52 RR 01 14 05 0 (/) [)._ E D. "" N N <D 0 ......_ 0 N ......_ "' 0 "" -0 3' c9 'O -0 ~ X "' OJ -~ "' / "' -:, [D "' 5 OJ N N 0 <O 0 [D z 0 0 / -:, 0 I 0 <( 0 / s: [)._ "' C 0 ~ / 0 0 <( 0 / "' OJ -"' 0 -0 ~ / 0 -0 'O 0. ,:,' I R/W 60' 51' 8.5' 12' 12' R/W VARIES 51' & VARIES 12' MIN 8' & VAR 12· 2• MIN VARIES 1.0% TO 1.7% 4.5' 13' 5.5' 14' 6 15 16.5' 14 NEWPORT COAST DRIVE STA 177+19.40 TO STA 183+11.48 72' 51' 12' 12' 2" MIN. VARIES 1.5% TO 1.9% / " I \ I I \ I ' / 96" SD_/-- VARIES 77.5' TO 139' VARIES 51' TO 68.5' 12' 8' I 5.5' I VARIES 4.65' TO 5' CROWN 13' 12' 20' 12' 2" MIN VARIES 0.6% TO 1.7% 8.5' 0 \_ \_ELEC GAS \ VARIES 8.5' TO 26' --/\ ,_ ~ R/W R/W I -------JI "'--1 EXIST TYPE D ---"-CD AC DIKE R/W 8' MIN 12' MIN & VAR & VAR 14 / \ 30" RW~./ / " I \ VARIES NEWPORT COAST DRIVE STA 183+16.48 TO STA 185+79.75 NORlHBOUND STA 183+16.48 TO STA 185+80.00 SOUlHBOUND I I \ I ' / 96" SD_/-- VARIES VARIES VARIES 44.5' TO 52.5' 12' 12' 8' VARIES 5' TO 5.66' 13' VARIES 5.5' TO 7.38' 20' MIN & VAR CROWN 12' 12· VARIES 0,7% TO 2.1% 1', 8' & VAR ----....l ----_ = = = ------_1-I " -1 EXIST TYPE D ------'-(0 AC DIKE NOTE: ", 30" RW~./ EXISTING UTILITIES SHOWN ARE NOT TO SCALE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN FIELD PRIOR TO BEGINNING CONSTRUCTION. / " I \ I \ \ I ' / 96" SD_/--• NEWPORT COAST DRIVE STA 185+79.75 TO STA 189+68.19 NORlHBOUND STA 185+80.00 TO STA 189+70.40 SOUlHBOUND NO. R/W D\TE SAWCUT PROPOSED ES R/W R/W VARIES VARIES 40' VARIES 52.5' TO 69.6' 8' & VAR 12' 12' 8' 8' 13' 12' 12' 8' _,,..,..,..-7\ :XIST TYPE D ✓ AC DIKE VAR VARIES 20.23' TO 23.80' 4.37' TO 22.59' 1 VARIES VARIES 1' TO 6' 1' TO 16.67' • VARIES 1.9% TO 2.4% VARIES 11• TO 9' 3' --- .0% VARIES 5.26' TO 6.25' .. t NEWPORT COAST DR PROPOSED CROWN ELEV PER PROFILE STRAIGHT GRADE STRAIGHT GRADE t MEDIAN PAVING DETAIL STA 183+16.48 TO STA 192+00.00 NTS NEWPORT COAST DR I PROPOSED FL ELEV PER PLAN ' OFFSET PER PLAN ... ' ~8" SEWER ( ' ~24" SD NEWPORT COAST DRIVE STA 189+68.19 TO STA 200+19.86 NORlHBOUND STA 189+70.40 TO STA 200+30.00 SOUlHBOUND * SEE MEDIAN PAVING DETAILS BELOW SAWCUT CONSTRUCTION NOTES 0-PROTECT IN PLACE 0--CONSTRUCT 2" OVERLAY (RAC-G) OVER 4" AC (TYPE A) OVER 12.5" CL2 AB PER DETAIL ON SHEET CD-1 0--CONSTRUCT 2" OVERLAY (RAC-G) OVER 10" AC (TYPE A) PER DETAIL ON SHEET CD-1 ©-CONSTRUCT VARIABLE (2" MIN) OVERLAY (RAC-G) PER DETAILS ON SHEET CD-1 0--CONSTRUCT 5"(0.127m) AC (TYPE A) OVER 16"(0.407m) CL2 AB PER DETAIL ON SHEET CD-1 ©--CONSTRUCT MODIFIED TYPE B MEDIAN CURB PER DETAIL ON SHEET CD-1 0-CONSTRUCT TYPE D AC DIKE PER CAL TRANS STD. PLAN A87 @-CONSTRUCT 4" THICK SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L @-COLD PLANE PER TYPICAL SECTION AND DETAIL ON SHEET CD-1 @-SLURRY SEAL @-REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS @-REMOVE EXISTING MEDIAN CURB AND GUTTER @-CONSTRUCT 2" (0.051m) OVERLAY (RAC-G) OVER 4" (0.102m) AC (TYPE A) OVER 21" (0.533m) CL2 AB PER DETAIL ON SHEET CD-1 @--PLACE 4" MISC AC ELEV PER PROFILE PROPOSED ES MEDIAN PAVING DETAIL STA 192+20 TO STA 198+00 NTS TRISHA KEITH 62490 . 9/30/0 ELEV PER PROFILE 'PLAN PREPARED BY: a a a CONSULTING TRISHA C. KEITH PLANNING ■ DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY RVINE, CALIFORNIA 92618-2027 949.472.3505 FAX 949A72.8122 ■ www.RBF.com DA'lE: 01/14/05 R.C.E NO. 62490 DESIGNED PAVEMENT LEGEND ~ REMOVAL BY COLDMILIL ~ REMOVAL BY EXCAVATION X-2 NEWPORT COAST DRIVE STREET IMPROVEMENTS TYPICAL CROSS SECTION Tl( DRA\11-1 WT CITY OF NEWPORT BEACH -----+------I C HECK ED DATE 01 14 05 PUBLIC WORKS DEPARTMENT R-5865-S SHEET 4 OF 52 u (/) (L E 0. "' N N "' 0 '-. 0 N '-. n 0 ~ '" " -0 k N ' • 0 V"'I X ..., ~ (0 -..., / "' -::, m "' > (0 N N 0 "' D m z 0 u / -::, 0 I 0 <( u / "' (L "' C 0 ~ / 0 0 <( u / n ro -n 0 -0 -/ 0 -0 -0 0. / I 10 11 1: 13 14 15 CURVE DATA I.::, RADIUS LENGTI-1 12s•53•29• 1.00' 2.21' 17"20'37" 38.00' 11.50' 35·45•54• 2.00' 1.25' 54'41'45" 2.00' 1.91' 34'32'30" 20.00· 12.06' 159'50'53" 1.00' 2.79' _, REMOVE XIST C&G REMOVE AC PAVEMENT MEDIAN OPENING @ SAGE HILL SCHOOL SCALE: 1" -10' TANGENT 2.00' 5.80' 0.65' 1.03' 6.22' 5.63' FL/EP CONSTANT CROSS SLOPE -WIDTI-1 EP TC ELEV PER PROFILE 2• MIN OVERLAY- r ,-(VAR) -I --~---' PER PLAN ELEV= / EXIST GRADE +2· ---,- [ EXIST C&G (TYP) 7 / I PROP OSED CURB-----{----~C~LD PLANE DEPTI-1 = 1-5/8" -PROPOSED PVMT EXIST PVMT SECTION SECTION - --- E COLD PLAN DEPTI-1 = o• - -c OLD PLANE E XIST PVMT COLD PLANE AND OVERLAY DETAIL -TRANSVERSE VIEW NTS 2" MIN OVERLAY -- COLD PLANE DEPTI-1 = O" WIDTI-1 PER PLAN -- COLD PLANE EXIST PVMT -- COLD PLANE DEPTI-1 = 2• COLD PLANE AND OVERLAY DETAIL -AT STREET JOIN NTS tu \J, 3 4" CHAMFER (TYP.) z 'lo <-_, I Q. 'b l5 "' Q. ~ I-"' :c =::: =i ~ ~ "' 6" ~ CD ---.,-----__,_..__ 8" EMBEDMENT 13' 2· CLR #4 @ 1' o.c. * 1J4 -3 TOTAL * * NOTE: STEEL REINFORCEMENT REQUIRED ONLY WHEN CURB HEIGHT EXCEEDS 8". 0Jg\f------'-R=E:...:..T A::...::l=N=IN=G'--C=U=R=B'--DE~T'-'-A~IL_ Q NO SCALE ' <D - 8.5" 6" LEVEL NOTES: 12" ' -/re WIDE BY 1' DEEP ~ PATCH BACK 1. GUTTER SURFACE WITHIN 4• OF FLOWLINE SHALL BE GIVEN A STEEL TROWEL 2. PREFORMED 3/8" THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL TYPES OF CURB AT THE B.C. AND E.C. OF RETURNS, AT INTERVALS OF 60' BETWEEN RETURNS AND AT THE ENDS OF DRIVEWAYS. SIMILAR EXPANSION JOINTS SHALL BE INSTALLED IN ALL GUTTERS ADJOINING CURB. WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS. 3. CONCRETE TO BE 560-C-3250 4. SMOOTH TROWEL THE TOP 4 INCHES OF THE BACK OF CURB @ MODIFIED TYPE A P.C.C. CURB AND GUTTER 21 NO SCALE ' <D - NOTES: "' • -p ' 6 8.5" 6" ' 7_• L • "' ' • p • "' L 1' WIDE BY 1' DEEP AC PATCH BACK 1. PREFORMED 3/8" THICK EXPANSION FILLER SHALL BE INSTALLED IN 0ALL TYPES OF CURB AT THE B.C. AND E.C. OF RETURNS, AT INTERVALS OF 60 BETWEEN RETURNS AND AT THE ENDS OF DRIVEWAYS. WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS. 2. CONCRETE TO BE 560-C-3250. 3. SMOOTH TROWEL THE TOP 4 INCHES OF THE BACK OF CURB 0 MODIFIED TYPE B P.C.C. CURB 6 )-...::.::.:..:=c:.:....:=~~---- N O SCALE NO. MTE 60' FLARE j - [STREET~ - ,,,.- ~( ~R=2.7' <D ;, i--;,, r--"' co 0 'in N r--.... N "' 0 .... c,; ---0 .... ~ 0, ---1 ' BASELINE I ' _, 1 .,.· "' ' I 5' I 5' I 5' I 5' 5' 5' 10' fg\ 60' MEDIAN FLARE \.::___) NO SCALE 45' FLARE 1 o' 1 o' 1 o· J en 'in i---r--0 0 0 r------- lSTREET ~ i-- fg\ 45' MEDIAN FLARE \V NO SCALE 0 5" AC (TYPE A) 16" AB (CL2) 5" AC OVER 16" AB NTS 2" MIN OVERLAY (RAC-G) 0 4" AC (TYPE A) ~~~~~ 95% MIN SUBGRADE COMPACTION (TOP 32") ~ y',' A" /\.." ;,,', '-/, 2" OVERLAY OVER 4" AC OVER 21" AB NTS PLAN PREPARED BY: KEITH CONSULTING PLANNINl3 ■ CESIBN ■ CONSTRUCTION 14725 ALTON PAf«WAY IAVlNE. CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.RBF.com 0 DESIGNED J TK -- "' -0 10' 5' i--I{) N ;,, .... c,; 1 o· 5' 5' BASELINE "' ;, -.... -,i co ----~ - R=3.5'- /' 2" MIN OVERLAY (RAC-G) 0 4" AC (TYPE A) 12.5" AB (CL2) 95% MIN SUBGRADE COMPACTION (TOP 6") 2" OVERLAY OVER 4" AC OVER 12.5" AB NTS DRAWN 2" MIN OVERLAY (RAC-G) 0 1 O" AC (TYPE A) 95% MIN SUBGRADE COMPACTION (TOP 6") 2" OVERLAY OVER 10" AC NTS WT CD-1 NEWPORT COAST DRIVE STREET IMPROVEMENTS CONSTRUCTION DETAILS CITY OF NEWPORT BEACH R-5865-S TRISHA C. KEITI-l DATE: D1/14/D5 R.C.E NO. 62490 ""c""HE""c"'KE""D--RR-r;;:DA-;-:;TE:;,----01-,4-0--,5 PUBLIC WORKS DEPARTMENT SHEET 5 OF 52 u (/) O,_ E 0. ~ "' N <D 0 ------ 0 N -.;:> ' "' <Y 0 0, " (J\ 'O ~ 0 01 0 u ~ / "' -:, CD "' > O'.) "' N 0 <D 0 m z 0 u / -:, 0 I 0 <( u / 5' O,_ "' C 0 L / 0 0 <( u / "' O'.) ~ I") 0 ~ 0 -/ 0 -0 'O 0. .-:: :c TC STAllON PER PROFILE TC STA llON PER PROFILE Cl z > ROLLED CURB o<C wa. PER SECllON A-A HEREON @§1::! -'w 0 a::: BACK OF CURB Oo z 0 0 • 0 "' ~1 ROLLED CURB PER SECllON A-A HEREON 100' TC STAllON PER PROFILE FLOWLINE '-/ \5' CURB TRANSlllON (TYP) PER DETAILS HEREON 8" THICK COLORED CONCRETE (SOLOMAN-ROSEMARY 288) WITH SAND FINISH, EXPANSION JOINTS 12.5' ON CENTER @ MAINTENANCE N~~HICLE PARKING IA r<f. NEWPORT COAST DRIVE 5' MODIFIED TYPE A OR B TRANSlllON CURB & GUTTER SEE DETAIL ON SHEET CD-1 BACK OF CURB FL~ EDGE OF GUTTER_} ~ A (IF APPLICABLE) ROLLED CURB TRANSITION NTS 30" 12· ~r 0 w a.z <C<( 0-I/le, c,W z ::!E <( -' • "l IXJ MATCH GRADE / OF ADJACENT CURB ANO GUTTER • IXJ -~~~~~~~~%~%t4;:4;:4;:~~~~~~~~%~~. ':0 . J. i.'. . ..c_.~-':-.. ~ .. 4;----=.~---~·.>l:_:,..= __ = ..... =_ ~-~,.---~=io"!'---- RECOMPACTED SUBGRADE ~'>:i. ; • .. _. ;.•:· .•:·~-.. .,. ·-.·•,, .· io 2% SECTION A-A FOR MODIFIED TYPE A CURB & GUTTER NTS 30" - ALTERNATE SECTION A-A FOR MODIFIED TYPE B CURB NTS FLOWLINE ROLLED CURB PER SECllON A-A HEREON /'f. OF MEDIAN \_, '-/ @oR 21 ~5' CURB TRANSlllON (TYP) PER DETAILS HEREON MOD TYPE A ORB CURB TC STATION PER PROFILE 6" ROLLED CURB I / // -Y ~.11 __ +_--,,L/ ____ ~<---7'('------r/~/-----. iol 30" NO. ll\lE 12· OBLIQUE VIEW OF ROLLED CURB TRANSITION NTS 2.5" KEITH STATION CALLOUT PER PLANS MOD TYPE A C&G MOD TYPE B CURB MATCH CROSS SLOPE OF ADJACENT AC PAVEMENT MOD TYPE A TO IVIOD TYPE B CURB TRANSITION NTS PIPE BRICK LAYE□ LENGTH WISE AND MORTARED PIPE DIA. 1" CEMENT GROUT CAPPING AT END OF PIPE 1.33' MIN @ BRICK & MORT AR PLUG PLAN PREPARED BY: F'LANNINO a OESll3N a C □NBTRUCTl □N 14725 ALTON PAF«.WAY a Ill D IAVINE, CALIFORNIA 92618-2027 C C N S U LT I N C3 949.472.3505 FAX 949.472.8122 • www.RBF.com ~-t'.ut&;: DATE: 01/14/05 DESIGNED TRISHA C. KEITH R.C.E NO. 62490 CHECKED DRAWN Tl( WT DATE RR 01 14 05 CD-2 NEWPORT COAST DRIVE STREET IMPROVEMENTS CONSTRUCTION DETAILS CITY OF NEWPORT BEACH R-5865-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 52 (.) (/) (L E 0. n n N '° 0 '-... 0 N '-... n 0 "' " 'O N 0 0 (.) / "' -:, m "' 5 IXJ N N 0 '° 0 m z 0 (.) / -:, 0 I 0 <( (.) / ,: (L "' C D ~ / D 0 <( (.) / n IXJ -n 0 -0 -/ D -D 'O 0. / I ! ' -0 (_,>) 0--~ \"'-1 J I V OI i 0 0 ... fa (J) D () J> r fTI -' II C:Ot/1 ... 0 0 N..._, @ J I 1' 0 ..,, r-GUTTER -0 1 152+81.26 10• CF ~ n [_ 614. 19 TC ,,. 613.36 FL 8 r-152+83.25 12• CF . I ,/' 614. 13 TC :":\ 613. 13 FL I 1 ' CB Ip_ 152+85.00 . 614.08 TC (L=3.5') 12 CF tn 613.08 FL m E ------- 152+86.75 12• CF -614.03 TC ~ j 613.03 FL -< 152+88.74 lO" CF 0 i (II) 613.97 TC -613.14 FL iii ~l ~ i @ ' 1' -..,, r-' ' GUTTER ' 0 I I 154+36.25 10· CF -"' I I n E 609. 12 TC ~ 608.29 FL 8 154+38.25 12• CF t'J ,/' 609.05 TC :":\ QI 608.05 FL ~ ii 1 • CB lj! 154+40.00 12 • CF I 608.98 TC (L=3.5') en 607.96 FL m E ------- 154+41.75 12 , CF -0 § 608.92 TC ~I I I I I I I I :!Ji: 607.92 FL a 154+43.75 lO" CF i g 608.84 TC -608.01 FL i'i9 §) ~I I I I I I I I ~ i I . n I 1. CD I ___, ..,, r-! GUTTER ' -0 I ~ 155+46.25 10• CF ~ E 604.92 TC 604.09 FL 0 155+48.25 1z-CF 0 e / 604.85 TC :":\ QI 603.85 FL ~ ! 1 ' CB Ip_ 155+50.00 12• CF i 604.78 TC (L=3.5') 603.78 FL en E ------- 155+51.75 12, CF -~ i 604.71 TC 603.71 FL -< 155+53.75 10• CF GI ~~J» I i :t . ~ 604.64 TC g\ ~ ra m 603.81 FL 'i -< ~l co fTI 0 ~ i "' I ,ato -u ,--a )> ~ • z. z -u 0 lfl ,0 "' ~ . C D -u )> (!]~ !:j ,0 "' :C -II 0 z CD Gl ;;i ' r > I z z z ~ 0 @ • ~ 0 .,, " $< ~ • 0 !iii z ,0 0 ~ () ~ • ,> > ij >~ ~ @ ,. "' ;;j □ .. 0 z • r z ..,, I"" GUTTER 9 "'1 i !;~ • -g " 155+76.25 10, CF O> • i . ~,, 0 E ';: ... al i > □ 603.88 TC "' ,, ' ,! , 603.05 FL og ~ ~ ~ 0 Ii"' z 8 155+78.25 12, CF i / 603.70 TC :":\ 602.70 FL 0 0 I 'U I "" 1 ' CB lj! 155+80.00 , "' "' ~ ffl 0 "' i 603.63 TC {L=3.5') 12 CF "' z "' "' m 602.63 FL 0 0 m E ------- 155+81.75 12, CF -,0 --< ~ i 603.56 TC ,0 "' 602.56 FL 0 0 > ,0 -< e 155+83.75 10, CF ;;j )> ~ lil .... ! 603.48 TC g ..., ' 602.65 FL ; -' ' ~ i'i9 § l I I ... ~ 17 a ~ "' n () i () 'U -I ~ §-< ooz '0 --im 0-n :§:z (') ;a~ Om 0 m -a ~ ~:§: z ~o (/) (/) -0 -I oo ;:o _;a q:J ::0 C s:: -; ► -I (') -a () ~ OJ -I ~ s: m 0 ;oo m ► z 0 ► z () -i :c 0 <oo m m-; 0 e ~ s:: 0 -;p r m;o 01 (/) Z--..J 00 -;<lo Iii m oom o 01 I 01 I (,) l'v (f) -H:\pdata\ 10103183\CADD\TransPW\CAD_Out\CON8060228\As Builts\CD03.dwg 03/20/06 -2:39pm PSC --zs/L YJd @ ' I -j ..,, r--g g: 8 [_ ;::: 8 . I :":\ ~ 1 ' I I 0) F -§ i e i 01 -i'i9 ~l ~ @ i -..,, r--0 I n E ~ 8 . I :":\ ~ 1 ' i ti) E -§ i lil & -/ii ~l ~ _j i @ [_ ..,, ... -0 I ~ 0 Ii"' 0 1 ' . e :":\ I ~ i m ... § i E lil 0 ... -/ii ~ ~i 3I I @ I -..,, Ii"' -0 01 -() E g > 8 I"" . II :":\ 1 • ~ ii i m fl) E -~ i e i GI -i'i9 §) ~ <:::: -~e>i9,C,-"t\. ~ n _j h.b CD R ..,, g i , GUTTER 149+96.26 10• CF -148+24.26 10• CF I 620.45 TC E 622.33 TC 619.62 FL llll 621.50 FL 149+98.25 12• CF 8 I"" 148+26.25 12• CF -620.43 TC . i -622.32 TC 619.43 FL :":\ 621.32 FL CB t 150+00.00 . ~ ,, 1. CB t 148+28.00 12• CF 620.40 TC (L=3.5') 12 CF i I 622.31 TC (L=3.5') 619.40 FL 621.31 FL ------- 150+o1.75 12• CF 0 F ------- 148+29.73 12• CF 620.37 TC ... 622.29 TC 619.37 FL ~ i 621.29 FL ' 150+03.74 10• CF -< i 148+31.74 10 • CF s h 620.34 TC lil .... 622.28 TC 619.51 FL -621.45 FL i'i9 ~l ~ n ~ C "' CD CD ,. @ I ' ,. ___, I I GUTTER GUTTER ..,, I r-' ' 150+36.26 -g I 148+71.26 10, CF 10" CF ! ' 619.80 [_ 621.96 TC 618.97 FL lP 621. 13 FL 150+38.25 12' CF 8 r-148+73.26 12• CF / 619.77 . I ,/' 621.95 TC 618.77 FL :":\ 620.95 FL CB 1j! 150+40.00 . I 1 • CB lj! 148+75.00 . 619.74 TC (L=3.5') 12 CF 621.93 TC (L=3.5') 12 CF 618.74 FL 620.93 FL ------- 150+41.75 12• CF m F ------- 148+76.74 • -621.91 TC 12 CF 619.71 TC ~ i i 618.71 FL 620.91 FL 150+43.74 10 • CF 148+78.74 10, CF ' 619.68 TC i s I 621.89 TC I N i 618.85 FL -621.06 FL ' i'i9 ~l !I ~ 18 ~ I 1. GUTTER 150+74.51 n l I ,. 10" CF CD 619. 13 TC ..,, r-, GUTTER 618.30 FL -0 149+16.26 10• CF ~ 150+76.51 12" CF ~ n E 621.50 TC 619.10 TC ~ 620.67 FL 618. 10 FL 0 149+18.26 12• CF 0 . e / 621.48 TC :":\ i 620.48 FL CB Ip_ 150+B0. 00 12" CF ~ 1 • CB Ip_ 149+20.00 • 619.02 TC (L=7') i 621.46 TC (L=3.5') 12 CF 618.02 FL tn 620.46 FL ffl E ------- 149+21.74 12, CF -§ i 621.44 TC 150+83.49 12" CF 620.44 FL 618.95 TC 149+23.74 10• CF 617.95 FL A lil 621.42 TC I 620.59 FL -I 150+85.49 < ~l 10" CF fTI 618.91 TC ~ 618.08 FL n i I §i CD 7 ,. GUTTER ~ n 149+59.52 CD El 17 10" CF 620.97 TC ER ..,, r-620.14 FL ' ' 151+46.26 lO" CF -0 ~ 617.64 TC <'I; n 149+61.51 12" CF 616.81 FL )Ii, 01 620.94 TC 151+48.26 12• CF 8 I"" 619.94 FL / 617.60 TC . I 616.60 FL :":\ CB Ip_ 151+50.00 • N CB t 149+65.00 ~ 12• CF 617.56 TC {L=3.5') 12 CF i 620.90 TC {L=7') 616.56 FL Iii 619.90 FL m ------- 151+51.75 12• CF ti) 617.52 TC -~ 0 616.52 FL El! 149+68.49 2 620.85 TC 12" CF I 151+53.74 lO" CF -< 619.85 FL 617.47 TC ~ :. 616.64 FL -/ii 149+70.48 10" CF i i 620.83 TC ~ n i 620.00 FL iii I §) :1 ' i <iJ/'J3viq~(}Y'J\ .l-~S 3f\•q)C\ .l.~ .-l.c>Oc\/V\3N I I I I 147+41. 78 BEGIN IMPROVEMENTS EXIST R/W PP-1 (SHT 9) PP-2 SCALE 1"= 180' PP-3 (SHT 11) _LEXIST R/W PP-4 ~SHT 12) I I \ NEWPORT COAST DRIVE NO. IIAlE TRISHA KEITH No. 62490 E,p. 9/30/0 CIVIL ----- -------~- --CALTRA EXIST CALTRANS R/W lS'°',. "\3) i>9-5 PLAN PREPARED BY: C □NSULTING 1RISHA C. KEITH F'LANNINl3 ■ DESl13N ■ Cl'.lN5TRUCTl□N 14725 ALTON PARKWAY RVINE, CALIFORNIA 92618-2027 94S.472.3505 FAX 949.472.8122 • www.ABF.com DATE: 01/14/05 R.C.E NO. 62490 EXIST CAL I I I / 202+08 / / END IMPROVEMENTS RECORD DR.A WING DESIGNED DRAWN TK WT K-1 NEWPORT COAST DRIVE STREET IMPROVEMENTS KEY MAP CITY OF NEWPORT BEACH R-5865-S ____ ...,._ ___ _, CHECKED DATE 01 14 05 PUBLIC WORKS DEPARTMENT Stm 8 OF 52 u (/) Q_ E CL -0 ,.., <D 0 '-0 N ' -0 ,.., 0 v "' " -0 ~ -0 "' 0) ,.., ro pl -"' / "' ~ :, [Il "' > ro N N 0 <D 0 al z 0 u ,:;-:, 0 I 0 <( 0 / 3= u. "' C 0 ~ / 0 0 <( 0 / "' ro -"' 0 -0 -/ 0 ~ 0 -0 Cl. / :r: 0 ---,-------····-·-···-----;·-·-·-·-·------I 146+00 i .. ··-----. 147+00 ·147 4 s,. o' JOI E 147+ 3.29 BCW ',, I•• .50' RT I BEGI MOD • f6 TYPE B CURB , __ i---L.__-L~ SCALE 1" = 40' 40 80 1 7 --t----'.::: 147+63.50 55.74' RT JOIN EXIST LEXIST R/W 120 ID "' ID "' ID ID ID "' "' "' a a PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=8' ID ID "' "' 148+00 149+00 [EXIST R/W 8 --- ID "' ID ID "' ID ------------· --··--------------· -- 150+00 NEWPORT COAST DRIVE 62 ,----------···------·----·-- 151 +00 LANDSCAPING PER SEPARATE PLANS 151+60 17 DA1E 152+00 17 BEG 152+96 1' RT END 154+03, 1 RT 1 EXIST CHAIN LINK FENCE - 153+00 11 153+50 (j)_ 1 - - 154+00 154+40.50 END REMOVE EXIST C&G, MOW STRIP 154+33.29 EC 7 LT - KEITH mo (/) . ~S? o..+ w"'" o'.'2 _1-i( in .r:!.1-ti') o (f) II '3 .J - 155+00 \ I I \ I I I \ PLAN PREPARED BY: 606 602 608- CONSTRUCTION NOTES 0-PROTECT IN PLACE 0-CONSTRUCT 2" OVERLAY (RAC-G) OVER 10" AC (TYPE A) PER DETAIL ON SHEET CD-1 ©-CONSTRUCT VARIABLE (2" MIN) OVERLAY (RAC-G) PER DETAILS ON SHEET CD-1 0-CONSTRUCT MODIFIED TYPE B MEDIAN CURB PER DETAIL ON SHEET CD-1 0-CONSTRUCT PARABOLIC CURB TRANSITION PER CITY OF NEWPORT BEACH STD-107-L 0-CONSTRUCT PARABOLIC MEDIAN NOSE FLARE PER DETAIL ON SHEET CD-1 @-CONSTRUCT 4" THICK SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L @-CONSTRUCT MAINTENANCE VEHICLE PARKING PER DETAIL ON SHEET CD-2 @-COLD PLANE PER TYPICAL SECTION AND DETAIL ON SHEET CD-1 @-REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS @--REMOVE EXISTING MEDIAN CURB AND GUTTER @--REMOVE EXISTING CONCRETE MOW STRIP @-INSTALL 1-6" CLASS 315 PVC SLEEVE & 2-4" CLASS 315 PVC SLEEVES 36" MIN BELOW SURFACE AND PER PFRD STD PLAN 1760 · @-CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-l. SEE DETAIL ON SHEET CD-3 @-REMOVE METAL BEAM GUARD RAIL @-CONSTRUCT MODIFIED TYPE A MEDIAN CURB & GUTTER PER DETAIL ON SHEET CD-1 NOTE: 1. SEE UTILITY PLANS (SHEETS U-1 TO U-3) FOR UTILITY INFORMATION. PAVEMENT LEGEND I -j OVERLAY PAVEMENT 121 PAVEMENT REMOVAL DEEP LIFT IIlml COLD PLANE ~}!\l;j MAINT VEHICLE PARKING 6. RADIUS 1 172"24°00" 2. 70' 2 07"48'51" 3467.85' 3> 02"38'38" 3007.00' 4> 04'46'54" 2993.00' •5) 03°38'26" 2344.00' 6 21 •39•12· 3000.00· 7 02•52'11· 3002.50' TANGENT TABLE □ BEARING LENGTH LOCATION [j] N01 ·41 •os·w 2669.83' CENTERLINE CURVE DATA LENGTH TANGENT LOCATION 8.12' 40.65' MEDIAN NOSE 472.96' 236.84' MEDIAN CURB RT 138.76' 69.39' MEDIAN CURB RT 249.78' 124.96' MEDIAN CURB LT 148.94' 74.49' MEDIAN CURB LT 1133. 77' 573.73' CENTERLINE 150.39' 75.21' MEDIAN CURB LT PP-1 F'LANNINl,I a DES113N a t::□NSTRUC::Tl□ N NEWPORT COAST DRIVE STREET IMPROVEMENTS 11 a a CONSULTING TRISHA C. KEITH 14725 ALTON PPRKWAY IRVINE, CALIFOANIA 92618-2027 949.472.:3505 FAX 949.472.8122 • www.RBF.com DA1E: 01/14/05 R.C.E NO. 62490 DESIGNED CHECKED PLAN & PROFILE STA 147+41.78 TO 155+00 DRAWN TK WT CITY OF NEWPORT BEACH R-5865-S DATE RR 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 9 OF 52 u Cf) (L E D.. N "' "' "' 0 " 0 N " "' 0 en " " 0 0. 0. "' ro "' / 00 "" ::, (D 00 <( / ro N N 0 tO 0 (D z 0 u / -::, 0 I 0 <( u / ;:: 0. 00 C D L f-/ 0 0 <( u / "' <Xl ~ r<) 0 0 ~ / D -0 " 0. ~ I 2i --E_ ~ J I u 0 ff I lJ -610 --606-____ I - -·- B/C I CONSTRUCTION NOTES 0-PROTECT IN PLACE ©-CONSTRUCT 2" OVERLAY (RAC-G) OVER 4" AC (TYPE A) OVER 12.5" CL2 AB PER DETAIL ON SHEET CD-1 0--CONSTRUCT 2" OVERLAY (RAC-G) OVER 10" AC (TYPE A) PER DETAIL ON SHEET CD-1 0-CONSTRUCT VARIABLE (2" MIN) OVERLAY (RAC-G) PER DETAILS ON SHEET CD-1 0-CONSTRUCT MODIFIED TYPE B MEDIAN CURB PER DETAIL ON SHEET CD-1 @-CONSTRUCT 4" THICK SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L • @-COLD PLANE PER TYPICAL SECTION AND DETAIL ON SHEET CD-1 @--REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS @-INSTALL 1-6" CLASS 315 PVC SLEEVE & 2-4" CLASS 315 PVC SLEEVES 36" MIN BELOW SURFACE AND PER PFRD STD PLAN 1760 @-CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. SEE DETAIL ON SHEET CD-3 @-CONSTRUCT MODIFIED TYPE A MEDIAN CURB & GUTTER PER DETAIL ON SHEET CD-1 @-REMOVE EXISTING BARBED WIRE FENCE AND POSTS PAVEMENT LEGEND D OVERLAY PAVEMENT ul PAVEMENT REMOVAL DEEP LIFT .................. ············ 1 [SJ PVMT STRUCTURAL SECTION l:Eml COLD PLANE I I L __ 155+00 -T--+---+-T---+- -CTV----C 157+ -5 PT. =-.E.-_-::..~~---s s ,- APPROXIMA 1E UMIT OF GRADING 156+00 157+00 158+00 159+00 160+00 ' ----, RECI..AtVIED WA FOR TRAN LOCAL DEPRESSION #12 ~-=S.:.:TA.:.:1.:::5:::.5+_:8:::0_:.:.00=----118 L=3.5' r I I 600.-,--::w--~~-./--ft ___ ;r __ ,N_SCAL-, ~----~~-. ~E~·=-'S~r~~~?J~.,-✓£-~---~--~~]'P:~---,:r .. OFFSE--,=_=,_,_,_·~----·-·-·-_.I 600 ----T----T----T----T----T----T· ---.=Ff!XCRl'I VAULT CTV----CTV CTV--- AOJUST TO GRADE . 157+31 A- HING€ POINT / / . ,.., It) PT. --E --L _ ::..E i • I . 598 596 CROSS SECTION A-A 161 +00 162+00 -•••• --.. ::~.E-.=~~ ......... ~.==-::::-~L··=·~=-r_~=;_·~•--_ ------.. ~. ····••:::··········· 163+00 ' '<·, .,. --, .. - 164+00 0 SCALE 1'' 40 DOMESTIC WA1&1 VAULT, '151H<J9.69 = 40' 80 1. TANGENT TABLE □ BEARING LENGTH LOCATION OJ N01 °41 '0B"W 2669.83' CENTERLINE NOTE: SEE UTILITY PLANS (SHEETS U-1 TO U-3) FOR UTILITY INFORMATION. 120 -----::::?"'"""""C TV---+ c11v V----CTV----CTV---- 1 EX. OW VAULT·---·· ..... -159+49.7. . PT. ..... . 592 APPROXIMA 1E UMIT OF GRADING 28'X15' BOUNDARY INSIDE NCCP. L __ EXIST CF --, I L ---- I 8-8 / ___ , I FLANVEW BACK FLOW PREVENTER TO BE REMOVED ---.): SCALE: 1"=10' -··-------~-.. ----- 5901------+--•---1----...---1-1--1-590 , • • -. '\. I I --' -----"---,·------" N - - 588 ' ,--i'-:_J_J \ \'. ·l I 1--Efl-VAU(1}_-.L~~[ll -----',\J, _ -I 1------11---1 .-"B-.. 1-1;~-,u' WVE"Y-~-1---L----->,,4'----1 SHO'fS i .I \ 1--'--1~ -i'---i--~ '\ 586f--'--+---:---l---lh'---14--+--i·-+-l NOTE: . . . . . ! .. ,-LJ'. ,. ..,, .. , __ , __ \ __ 1. £.XIS11NGi VAUL r IS SLOPED I_~ \_ : , ~ • • • : 800·T➔.-2!C.-P~Pf-/1Rt r 588 586 -~~~si11;15'stl~~~~ ~.Ee O K:T • 594~-~-~~-~-~-----~--~-~--~-~ 584 BO JO 40 so;-,,. • · .,-• BO 70 CR08S SEC110N B B __ _I PP-2 u (/) [l_ E CL .,,. "' "' <D 0 ---.. 0 ~ "' 0 en ,, ,:J N 0 CL CL "' CX) "' / w ~ :, m 3 CX) N N 0 CD 0 (D z 0 u -::: :, 0 I 0 (l / ,;;: [l_ w C 0 ~ 12'X36' BOUNDARY INSIDE NCCP. £OGE OF 18" THICK SW y r----,'::;- ........ -.... -------------------------------......... ---------------------------------------------,,---------------"""'------10 -•-.): 4/8/05 ADDED DETAIL FOR SIDEWALK PLAN PREPARED BY: • PLAN"1EM' SCALE: 1"=10' KEITH PLANNING a CESIGN II CCN5TRUCTICN NEWPORT COAST DRIVE STREET IMPROVEMENTS 0 (l / "' ro "' 0 '----------------------- 1 I J CONSULTING 949.472.3505 14725 AL TON P ARr<WA Y lAVINE. CALIFORNIA 92618-2027 FAX 949.472.8122 • www.ABF.com PLAN & PROFILE 0 STA 155+00 TO 164+00 ;;- NO. DATE TRISHA C. KEllH DATE: 01/14/05 R.C.E NO. 62490 '===--~------1--------------~--------1 o DESIGNED Tl( DRAWN wr CITY OF NEWPORT BEACH R-5865-S :g +--------, CL SHEET 1 QOF 52 ; CHECKED RR DATE 01 14 05 PUBLIC WORKS DEPARTMENT \ ~ I 'U" I Cf: • 0: \] I lf 576 --568 -- 164+00 165+00 EXIST 1 DOWNDRAIN ) ➔-::z_ SCALE 1" = 40' 0 40 80 120 M INTENANCE VEHlCLE-PARK1NG PROFILE SCALE HORIZ: VERT: 1 "=40' 1 "=8' 166+00 BEG 165+ 73 1' END 166+80, 1 L in tri EXIST R/W -- z :ii! ~ - 2' 2.5' 2.5' ---- 167+00 FH B/W 2' ---_J 168+00 LAN CAPING PER SEP RA TE PLANS EXIST DOWNDRAIN 1 --·- 169+00 BEG 169+67 END 170+24, . JOIN EXIST BC BEG 169+59 4' RT 17 END 170+37, 4 RT NEWPORT COAST DRIVE NO. 0 0 "' ~ ..,. ' 0, 0 ..,. ~ "' 170+00 - ffi 542 1~538~~1 CONSTRUCTION NOTES 0-PROTECT IN PLACE 0-CONSTRUCT 2" OVERLAY (RAC-G) OVER 4'" AC (TYPE A) OVER 12.5'" CL2 AB PER DETAIL ON SHEET C0-1 0-CONSTRUCT 2" OVERLAY (RAC-G) OVER 10'" AC (TYPE A) PER DETAIL ON SHEET CD-1 ©--CONSTRUCT VARIABLE (2'" MIN) OVERLAY (RAC-G) PER DETAILS ON SHEET CD-1 0-CONSTRUCT MODIFIED TYPE B MEDIAN CURB PER DETAIL ON SHEET CD-1 ©-CONSTRUCT PARABOLIC CURB TRANSITION PER CITY OF NEWPORT -BEACH STD-107-L ®-CONSTRUCT PARABOLIC MEDIAN NOSE FLARE PER DETAIL ON SHEET CD-1 @-CONSTRUCT 4" THICK SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L ®-CONSTRUCT MAINTENANCE VEHICLE PARKING PER DETAIL ON SHEET CD-2 • @-COLD PLANE PER TYPICAL SECTION AND DETAIL ON SHEET CD-1 @-REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS @-REMOVE EXISTING MEDIAN CURB AND GUTTER @-INSTALL 1-6" CLASS 315 PVC SLEEVE & 2-4" CLASS 315 PVC SLEEVES 36'" MIN BELOW SURFACE AND PER PFRD STD PLAN 1760 f'RQF'OSED BIGHT MEDIAIII _TC rn: r~-:~-~~.J-::7::~==~i-::--:::-:-:!_~_lJ . BACK OF WALK ~---i---I NOTE: 171 +00 172+00 173+00 1. SEE UTILITY PLANS (SHEETS U-1 TO U-3) FOR UTILITY INFORMATION. EXIST R/W EXIST R/W LANDSCAPING PER SEPARATE PLANS EXIST CHAIN LINK FENCE 1 B/C 2·x2· COLD JOIN MAILBOX L __ TRISHA C. KEITH 62490 7 I I I I _J PLAN PREPARED BY: CONSULTING TRISHA C. KEITH PAVEMENT LEGEND D OVERLAY PAVEMENT ~ PAVEMENT REMOVAL DEEP LIFT 123 PVMT STRUCTURAL SECTION lm;Ei COLD PLANE MAINT VEHICLE PARKING CURVE DATA D. RADIUS LENGTH TANGENT 8 148'02'54" 3.50' 9.04' 12.23' LOCATION MEDIAN NOSE ◄9 1so·oo·oo· 2.00' 6.28' --MEDIAN NOSE □ DJ PLANNJNQ D DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY !RVlNE, CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.ABF.com DATE: 01/14/05 R.C.E NO. 62490 TAN GENT TABLE BEARING LENGTH N01'41'08"W 2669.83' DESIGNED DRAWN TI< WT CHECKED DATE RR 01 14 05 LOCATION CENTERLINE PP-3 NEWPORT COAST DRIVE STREET IMPROVEMENTS PLAN & PROFILE STA 164+00 TO 173+00 CITY OF NEWPORT BEACH R-5865-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 52 u (/) [l_ E Q_ tO "' "' tO 0 ' 0 N ' "' 0 CJ> "' --c, "' 0 Q_ o_ "' 00 "' / "' -::, m "' 5 00 N N 0 tO 0 m z 0 u / -::, 0 I 0 <( u / :i< [l_ "' C " ~ f--/ 0 0 <( u / "' 00 ~ "' 0 0 / " -" ,, Q_ .-:: I I - cJ ,;:;- 1- \ c..r ) r::P ~ l} ~ f'-> 1-----538··~-··· ---·· -·-534·-- 540 532 -- --····-··········-·-------: -----~ 173+00 EXIST R/W EXIST 1 CHAIN LINK FENCE SCALE 1" = 40' 0 40 80 120 --·- PROPOSED RIGHT i -------------- 0 cl 0 00 IX) + . w 1.."1 g .,; '° !":'-m ....... -. "' ..,. r--"' ~ 00 "' "' a -··o- -------~. ---- E 1ST GROUND_/ 174+00 EXIST R/W 174+30 BEGIN RET CURB HT=O" 174+35 RET CURB HT=6" r I io .,; ----:--------------···· PROFILE SCALE HORIZ: VERT: 1 "=40' 1 "=8' 175+00 LANDSCAPING PER SEPARATE PLANS Ll~ITS OF GRADING RB- HT=B" 175+19 RET CURB HT=18" -------7 'i1. -------.... B/C I I a:: IX) :::, ~ u II AIR VAC 1--1--z B/W I :c ::;; a:: ":q-~ 176+00 EXIST 1 CB 176+58.64 53.59' RT ; JOIN EXIST BCR / 176+58.6 END RET HT=O" RET CURB EXIST 2' 2.6' 2.6' 2' R/W L --------_ _j 177+00 i -----------------·-·-··-------------- ------~------ • • •••••• •• --PROPOSED RIGHT·M •DIAN TC -- EXIST GROUND].= ----e ... ···-··-·---.. --......• 1---. - 178+00 179+00 180+00 181 +00 SEE DETAIL ON SHEET CD-1 NO. DAlE [EXIST R/W E E 7ill LANDSCAPING PER SEPARATE PLANS E LANDSCAPING PER SEPARATE PLANS E E' NEWPORT COAST DRIVE \_EXIST R/W- KEITH 62490 ------··-- ----·····----··· ·-·· CONSTRUCTION NOTES 0-PROTECT IN PLACE 0-CONSTRUCT 2" OVERLAY (RAC-G) OVER 4" AC (TYPE A) OVER 12.5" CL2 AB PER DETAIL ON SHEET CD-1 0-CONSTRUCT 2" OVERLAY (RAC-G) OVER 10" AC (TYPE A) PER DETAIL ON SHEET CD-1 ©-CONSTRUCT VARIABLE (2" MIN) OVERLAY (RAC-G) PER DETAILS ON SHEET CD-1 0-CONSTRUCT MODIFIED TYPE B MEDIAN CURB PER DETAIL ON SHEET CD-1 @-CONSTRUCT 4" THICK SIDEWALK PER CITY OF NEWPORT BEACH • STD-180-L @-CONSTRUCT MAINTENANCE VEHICLE PARKING PER DETAIL ON SHEET CD-2 @-COLD PLANE PER TYPICAL SECTION AND DETAIL ON SHEET CD-1 @-REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS @--REMOVE EXISTING MEDIAN CURB AND GUTTER ®-INSTALL 1-6" CLASS 315 PVC SLEEVE & 2-4" CLASS 315 PVC SLEEVES 36" MIN BELOW SURFACE AND PER PFRD STD PLAN 1760 @-CONSTRUCT VARIABLE HEIGHT RETAINING CURB PER DETAIL ON SHEET CD-1 NOTE: 182+00 1. SEE UTILITY PLANS (SHEETS U-1 TO U-3) FOR UTILITY INFORMATION. I 1 EXIST CB P.LAN PREPARED BY: CONSULTING TRISHA C. KEITH I I I PAVEMENT LEGEND I/ I OVERLAY PAVEMENT ~ PAVEMENT REMOVAL DEEP LIFT l2ZJ PVMT STRUCTURAL SECTION lm;Ej COLD PLANE MAINT VEHICLE PARKING CURVE DATA < ) 6. RADIUS LENGTH <16> 19i3'29" 2400.00' 805.28' □ m rn ~ TANGENT TABLE BEARING LENGTH LOCATION N01 '41 '08"W 2669.83' CENTERLINE N00'52'01 "W 140.01' MEDIAN CURB RT N02"30'14"W 140.01' MEDIAN CURB LT TANGENT LOCATION 406.46' CENTERLINE * FOR CURVES @THROUGH @SEE SHEET CD-1 PP-4 PLANNINl3 a CES113N a C □NSTR!UCTl □N NEWPORT COAST DRIVE STREET IMPROVEMENTS 14725 ALTON PARKWAY IRVINE. CALIFORNIA 92618-2027 949.472.3505 FAX 949.472B122 • www.RBF.com DATE: 01/14/05 R.C.E NO. 6249D PLAN & PROFILE STA 173+00 TO 182+00 TK DRAWN WT CITY OF NEWPORT BEACH R-5865-S '"'c,,.,HE""cK""E""D-R"""R-+=-DAc:TE=--01_1_4_0--15 PUBLIC WORKS DEPARTMENT SHEET 120F 52 · DESIGNED u /f) 0.. E 0. OJ t') t') "' 0 ....__ 0 N ....__ t') 0 "' "' u "' 0 0. 0. t') OC) t') / (/) -:, (Il "' 5-IX) N N 0 "' 0 (Il z 0 u / -:, 0 I 0 <( 0 / "' 0.. "' C 0 ~ / 0 0 <( 0 / t') OC) t') 0 0 / 0 -0 u 0. / I v v ~ ~ . <J1 \(j::J : ff' IJl I (J' -----506 0 EXIST GROUND ·--·--·---------------, ___ ---------·---- 182+00 I I I I I EXIST R/W LANDSCAPING PER SEPARATE PLANS ~->-::-~ SCALE 1" 40' 40 80 120 183+00 LANDSCAPING PER SEPARATE PLANS EXIST AC DIKE 1 '(J ,, ____ , --!------------ PROFILE SCALE HORIZ: VERT: 184+00 -- 1 "=40' 1 "=8' 185+00 186+00 187+00 188+00 .,.,,, EXIST CAL TRANS R/W 0 NEWPORT COAST DRIVE EXIST CAL TRANS R/W 9 2 05 MODIFIED PROFILE STA 183+16.67 TO STA 186+00 NO. MlE 189+00 .,.,,, ~ EXIST AC DIKE .,.,,, 0:, ' Cl 0:, Cl 190+00 EXIST 1 96" RCP 9+ p 5 N-EXIS-T EP JOIN-EXIST AC DI ,_ ,BEGIN, ,REMOVE KEITH, No. 62490 Exp. 9/30/0 I' CIVIL -17e-or CAL\ E CJJi Cl, 0 0 c:i ~ 191+00 \ I E-----1 RT I I \ r---9 (=\ E--,::___-' I \ PLAN PREPARED BY: -416 472 468 CONSTRUCTION NOTES 0-PROTECT IN PLACE @--CONSTRUCT 2" OVERLAY (RAC-G) OVER 4" AC (TYPE A) OVER 12.5" CL2 AB PER DETAIL ON SHEET CD-1 0-CONSTRUCT 2" OVERLAY (RAC-G) OVER 10" AC (TYPE A) PER DETAIL ON SHEET CD-1 0-CONSTRUCT VARIABLE (2" MIN) OVERLAY (RAC-G) PER DETAILS ON SHEET CD-1 0-CONSTRUCT 5"(0.127m) AC (TYPE A) OVER 16"(0.407m) CL2 AB PER DETAIL ON SHEET CD-1 ©-CONSTRUCT MODIFIED TYPE B MEDIAN CURB PER DETAIL ON SHEET CD-1 , 0-CONSTRUCT TYPE D AC DIKE PER CAL TRANS STD. PLAN AB7 @-COLD PLANE PER TYPICAL SECTION AND DETAIL ON SHEET CD-1 @-SLURRY SEAL @--REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS ®-INSTALL 1-6" CLASS 315 PVC SLEEVE & 2-4" CLASS 315 PVC SLEEVES 36" MIN BELOW SURFACE AND PER PFRD STD PLAN 1760 @-CONSTRUCT 2" (0.051m) OVERLAY (RAC-G) OVER 4" (0.102m) AC (TYPE A) OVER 21" (0.533m) CL2 AB PER DETAIL ON SHEET CD-1 NOTE: 1. SEE UTILITY PLANS (SHEETS U-1 TO U-3) FOR UTILITY INFORMATION. PAVEMENT LEGEND D OVERLAY PAVEMENT ~ PAVEMENT REMOVAL DEEP LIFT PVMT STRUCTURAL SECTION COLD PLANE SLURRY SEAL D [±] [[I CURVE DATA \ ) b,, RADIUS LENGTH @ 19"13"29" 2400.00' 805.28' 731.520m (245.449m) @ 180'00'00" 5.00' 15.71' i·' • }··• TANGENT TABLE BEARING LENGTH LOCATION N19·39'3o"w 568.00' RT OUTER EP (173.126m) N20·54•35•w 1473.00' CENTERLINE (448.970m) TANGENT TANGENT 406.46' CENTERLINE (123.889m) --MEDIAN NOSE PP-5 FIL.ANNING ■ OES113N ■ C:ONSTRUCTION NEWPORT COAST DRIVE STREET IMPROVEMENTS ,. a " CONSULTING TRISHA C. KEITH 14725 ALTON PARKWAY IAVlt-E, CALIFORNIA 92618-2027 949.4723505 FAX 949.472.8122 • wwwRBF.com DATE: 01/14/05 R.C.E NO. 62490 DESIGNED CHECKED PLAN & PROFILE STA 182+00 TO 191+00 DRAWN TK WT CITY OF NEWPORT BEACH R-5865-S DATE RR 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 130F 52 ' I u if) O,_ E "-"' "' .,., <O 0 '-.. 0 N ' "' 0 --Q "' v ;: 'O --m ~ 0 "-Cl. "' ~ 00 "' / "' ~ ::, m "' 5 00 N N 0 <O 0 en z 0 u / ~ ::, 0 I 0 <{ u / :.; [L "' C 0 ~ f--/ 0 D <{ 0 / "' ro ~ .,., 0 0 / 0 ~ 0 'O "-/ I 1-----------r"'ei--ii:r1------.---i------------i------------i------------i------------i------------t-------,------t---------'----+------,------+------------1 CONSTRUCTION NOTES 474 0 0 + I I 0 -----------. 191 +00 192+00 LINE -~ SEE SHEET SD-5 SCALE 1" = 40' 40 80 120 PROFILE SCALE HORIZ: VERT: 193+00 r-- 1 1 "=40' 1 "=8' 194+00 7 I I E------- I ~ WN I--INE ~~:t=:'"~-r:71~"1"71 SWALE I I CALTRANS R/W EXIST CAL TRANS R/W \ • I P;ROP;ts I rr _j --- INLET SEE SHEET SD- I 195+00 196+00 NOTE: CONTOURS SHOWN ARE A GRAPHICAL REPRESENTATION ONLY. TRUE ELEVATIONS ARE TO BE DETERMINED FROM PLAN & PROFILE 195+36.20 BC EP, 64.80' {19.751m) RT BEGIN TRANSITION NO. MlE 4300 SF { 400m2) EROSION CONTROL (TYPE D) 197+00 198+00 RE.VISIONS 199+00 KEITH 62490 p. 9/30/ CIVIL .: -437- 0-PROTECT IN PLACE ©-CONSTRUCT 5"(0.127m) AC (TYPE A) OVER 16"(0.407m) CL2 AB PER DETAIL ON SHEET CD-1 0-CONSTRUCT TYPE D AC DIKE PER CAL TRANS STD. PLAN A87 @-SLURRY SEAL @--REMOVE EXISTING AC TO LIMITS SHOWN ON PLANS @--PLACE 4" MISC AC NOTE: ••• -1-430--- ~-7-----426 200+00 1. SEE UTILITY PLANS (SHEETS U-1 TO U-3) FOR UTILITY INFORMATION. ( ) @ --'-03 tr SLURRY SEAL IN EXIST CURVE DATA l:;, RADIUS LENGTH TANGENT LOCATION 01 '15'06" 20,044.00' 437.92' 218.97' RT OUTER EP (6109.411m) 133.478m (66.742m} TANGENT TABLE □ BEARING LENGTH LOCATION [±] N19'39'30"W 568.00' RT OUTER EP (173.126m} (fil N20"54'36"W 1473.00' CENTERLINE (448.970m} [[I N20'54'36"W 300.00' LT INNER ES (91.440m) [I] N19'39' 30"W 300.07' RT INNER ES (91.461m) 202 [ID N21 "51 '31 "W 300.04' LT INNER ES (91.452m) [fil N18'55' 43"W 300.18' RT INNER ES (91.495m) PAVEMENT LEGEND ~ PAVEMENT REMOVAL 12] PVMT STRUCTURAL SEC_TION SLURRY SEAL RECORD DRAWING PP-6 PLAN PREPARED BY: NEWPORT COAST DRIVE STREET IMPROVEMENTS TRISHA C. KEITH PLANNING a OES113N ■ CCNSTRLiCTl□ N 14725 ALTON PARKWAY IRVIM:, CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 ■ www.RBF.com DATE: D1/14/D5 R.C.E ND. 62490 DESIGNED TI< CHECKED RR PLAN & PROFILE STA 191+00 TO 200+14.14 DRAWN WT CITY OF NEWPORT BEACH R-5865-S DATE 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 1401' 52 u <n [L E 0. -"' ,.., tO 0 "' 0 N "' ,.., 0 "' 3 v " tO (/ 0 0. 0. n -ro ...s:. n ~ / "' ~ ::, 0' [Il "' > ro N N 0 tO 0 [Il z 0 u / ~ ::, 0 I 0 « u / ~ [L "' C D ~ / 0 0 « u / n ro n 0 0 / D ~ D " 0. / I 12"X12" SQUARE ATRIUM GRATE PER NOS 1290 OR SIMILAR SLOPE TO DRAIN 4" DEEP CONCRETE APRON {TYP) SEE DETAIL ---SLOPE TO DRAIN --Ill r I -II= -GRATE ADAPTOR I ~11' REMOVE CONFLICTING PORTION ---------(, OF EXIST 24" CMP RISER --J I --) -----B" PVC DRAIN PIPE (SCHED 40 OR BETTER) I ' CX] " n sj- I n SILICONE JOINT -----..:(1 __ _ SEALER (TYP) ) ' V ' -V :. 1 'I"-' 1 ".J} "-1> !)> b,, ' '.b. • ''1:::,, • ' -V' -7' --"1>-"1>-".., b,. • 1, 'b. ' ,, • b,, • '' . . CAP PLATE (MIN 14 GA GALV STEEL WELDED TO CMP RISER) WITH SLEEVE TO FIT INSIDE PVC PIPE V-' ';I' ' I ~ ' 1 _ V ' -'V ' -V ' -------CONCRETE ENCASEMENT !I> _,.):-_.,.)> -"'J> -",)>_ "I>-/~ ' t::.. • ' • t:.. • ' ·11::,. • ' b. • , • I:::,, • ,, • t:i. • ,, • EXIST 24" CMP RISER @ MODIFIED ME~I~~ RISER INLET 4'-4" 0 0 0 \ 4'-3" \ 3-1/2"X 1/4" BAR BOTH SIDES -~ L 4"X 3"X 1 / 4" I '(" 0 0 0 GRATE AND FRAME DETAIL 4'-4" I' L 4"X 3"X 1/4" 'I ~ ,1 / 3/16" '-I NOTES 1. "H" IS THE DIFFERENCE IN ELEVATION BETWEEN THE OUTLET PIPE FLOW LINE AND THE FLOW LINES OF THE GRATES. 2. STEPS -NONE REQUIRED WHEN "H" IS 2' -6" OR LESS. WHERE "H" IS 2'-6" OR MORE, INSTALL STEPS WITH LOWEST RUNG 12" ABOVE THE FLOOR AND HIGHEST RUNG NOT MORE THAN 12" BELOW TOP OF INLET. DISTANCE BETWEEN STEPS SHALL NOT EXCEED 12" AND SHALL BE UNIFORM THROUGHOUT LENGTH OF WALL. PLACE STEPS IN WALL WITHOUT PIPE OPENINGS. 3. PIPE(S) CAN BE PLACED IN ANY WALL. 4. REINFORCING STEEL NOT REQUIRED IN WALLS WHEN H = 6' OR LESS. 5. REINFORCING STEEL IN WALLS SHALL BE #4 BARS @ 18"± CENTERS, BOTH DIRECTIONS, PLACED 1-1 /2" CLEAR FROM INSIDE OF BOX. 6. WHEN CONCRETE CURB IS USED THE CURB SHALL BE MONOLITHICALLY CONSTRUCTED WITH THE INLET. IT IA ]~ ~3/15"V E-~1/2" DIA ANCHORS MISCELLANEOUS IRON & STEEL INLET TYPE GRATE TYPE WEIGHT (LB) 4" 1'-9 1/2" 1'-9 1/2" 4" GD-1 600-12X 473 ANCHOR PLACEMENT DETAIL H T 8'-0" OR LESS 6" AC DIKE (TYPE D) 8'-1" TO 20'-o" 8" 4'-4" TOP OF GRATE TO BE CONST IN PLANE OF PAVEMENT ' ")> -"'J>, ,. J> -,. J> ' t::,. .... 7' . ' 8 • ' -V"1 -V~ V ,, )> -,, t> _L-__;:;,-4--1.;-,._)> ' 'I:::,, • ' • t:,,_ • ' 'I::,,. ' \ 'b. • ' 'b. • ,, 'b. • •~ ,6, ,6, ~•~6~,6 • -V ' -V' L V '7 -V-------"Vr ")>. "ti-. ,,~ ✓!)> t,J> ,'1:,.• ,'1:::,.• ,'1:::,. b,.'" b,.'" b. .L:i. ' " "r" ' " .c,, ' " .c,, ' " L,. ' CONCRETE APRON ON MEDIAN RISER INLET (PLAN VIEW) N.T.S. SLOPE TO DRAIN (TYP) 12"X12" SQUARE ATRIUM GRATE PER NOS 1290 OR SIMILAR SLOPE TO DRAIN --SLOPE TO DRAIN ' 1:-,,. ,, ' • 4" DEEP CONCRETE APRON (TYP) SEE DETAIL lc-,,=;=;====$===a=~-' \ .a. ' ... L,. . ' Li. l -111 -111 -_lilt,_• ___;_---.~--I I ;Iii·~·-~• ·rr-r;=''~' __:_::_•-·__, 11=1 I I 111-I I -I I = .....___ GRATE ADAPTOR ,,,-I I -,,, I I I B" PVC DRAIN PIPE (SCHED 40 OR BETTER) CONCRETE BLOCKING CONNECTION ASSEMBLY (CITY OF NEWPORT BEACH STD-312-L) INLET W/ TIE-IN TO EXIST OR PROP RCP 12"X12" SQUARE ATRIUM GRATE PER NOS 1290 OR SIMILAR SLOPE TO DRAIN -- V '-V-' 4" DEEP CONCRETE APRON (TYP) SEE DETAIL l -Ill -Ill -Ill 11=111 111-I ,,,-I • I I ELBOW SLOPE TO DRAIN a• PVC DRAIN PIPE (SCHED 40 OR BETTER) 1 o• PVC DRAIN PIPE (SCHED 40 OR BETTER) INLET W/ TIE-IN TO PROP PVC DRAIN LINE fsl\1---'M=E=D:...:l:...:AN;:.:__:R=IS=E=R.;;....c.:IN=L=E'-"-T- V::...!} N.T.S ----- / REMOVE CONFLICTING PORTION _j -OF EXIST 24" CMP RISER -,11TI ---_L~LII_LIJ_i___lT7~-r-~-=--=----__,_ - 4"/ C-C BOTH WA ta-nu .// 17 ~ ,,.. r---CjWtttt ___ \ --- ~H~+=+ ~-,-- - - #4 @ 6" YS I I CAPPING SLAB w "' :::, f-u :::, "' f-(/) f-(/) X w w j > 0 ::;; w "' . . , ~ , b • ~ ~ • b ·~er. @ • • o 4. '";_~:;..:·_;.· •~ ~ a. • ". • ". • ". --.----'--' <O § \ ) (fl ' -... b..-,•b.:-,•t.-.,. . ' • ';< • _ • I _ V • 1 - J> -✓ J> -., J> -✓ J> 't::,.·,t::,.·,t::,.·, " 6 2' MIN AB 95% MIN COMPACTION ' ,-GALVANIZED FRAME AND 2 GALVANIZED ~ i--t i=-t iQ CX] WELD CAP (MIN 14 GA GALV STEEL) ONTO EXIST RISER ' I I ' I L _ __J __J z <( ___J 0.. "' w I 0.. I A TG I '\)\I' {<"' l / ... ---,.-1------ .. ~ I 'v ':)"" I I '7 I v " lJ p t---AC DIKE ' ,s ·v CX] . . w 5/S"X 3 5/8" KEYS w T SECTION A -A (FOR PIPE DIAMETERS LESS THAN 39") BICYCLE PROOF GRATES (ALHAMBRA FOUNDRY TYP E A-1546, 25~X40) f- I I I A ' _J~ ~ I N I f- 4'-3" T PLAN NO. DA.lE &--EXIST STRUCTURE PLAN RCP INLET SECTION C-C @,___C_A_~--~--~_L_ET __ PLAN PREPARED BY: KEITH CONSULTING TRISHA C. KEITH REVISIONS PLANNINO ■ DESIGN II C:ONSTRUCTION 147.25 ALTON PARKWAY FMNE, CALIFORNIA 9.2618-2027 949.472.$505 FAX 949.472.8122 • www.RBF.com DATE: 01/14/05 R.C.E NO. 62490 CONCRETE ENCASEMENT CMP RISER INLET DESIGNED RECORD DRAWING SD-1 NEWPORT COAST DRIVE STREET IMPROVEMENTS DRAINAGE DETAILS Tl< DRAWN wr CITY OF NEWPORT BEACH R-5865-S 1-,c"'H""Ec""KE""D_R:.:..:R-+:,-,DA"'TE,--0,-1-"4 -'---05-1 PUBLIC WORKS DEPARTMENT SHEET 15 Of 52 u (/) 0.. E Q. n sj- n (() 0 " 0 N ' "' 0 0, " 'O -0 'O "' n CX] -n / "' ~ :, ro "' <( / CX] N N 0 (() 0 ro z 0 u / -:, 0 I 0 <( u / ;< 0.. "' C 0 ~ f-/ 0 0 <( u / n aJ ~ n 0 ~ 0 -/ 0 -0 'O Q. / I \/ u - F I V (X 0 v 1 u ~ ~ ('-J -616- 18+00 17+00 SCALE 1" = 40' 0 40 80 120 \.,j10-r:52""CP5 + (0 --'-I W • , o a, 5 o o u, ....J 10 PVC PIPE ..-10-,01-<Cw " -··--·----------------------------------------------- .. -----------1------------------------ 16+00 15+00 -LINE "A" ! CALE: HORIZ 1•,,,40' --- - ------------·VERT·1"=s8' l 14+00 13+00 CONST 26.50 If;/ 1_8" RCP (D-12~0) .... '""""' '""" ''""'"'""" ·······••· -·-· "~·•-·-·. 010=6.53 CF! --------- - - - - -----------------------------·· ... ·-···-.. -............ __ LAT "B" 12+00 11 +00 10+00 10+00 LINE "A" LINE" 'i-\" LINE ')\" NEWPORT COAST DRIVE LINE ')\" LINE ')\" LINE "A" 14+52.87 15+17.75 5.65 0.0208 0.013 18" 15+24.75 15+59.58 2.20 0.0178 0.013 18" 15+63.08 15+99.67 1.84 0.0172 0.013 18" 16+03.17 16+33.01 1.52 0.0168 0.013 12" 16+40.01 16+79.62 1.07 0.0100 0.013 12" 0.63 7.95 0.40 5.78 0.37 5.38 0.39 5.27 0.38 3.97 0.92 0.56 Ve 5.30 5.29 5.25 5.17 5.10 5.00 3.66 0.51 3.47 0.52 3.66 0.44 3.36 16+83.12 17+25.00 0.78 0.0100 0.013 12" 0.32 3.63 0.37 2.96 17+28.50 17+72.23 0.49 0.0100 0.013 12" 0.25 3.18 0.29 2.59 Nt 5.64 2.97 2.76 2.56 2.26 2.00 1.90 1.84 1.71 1.33 1.33 1.33 CONSTRUCTION NOTES c,:, PROTECT IN PLACE ~ REMOVE EXIST 18" SLOTTED CSP 61 REMOVE EXIST 18" CMP '>--- 621 REMOVE EXIST CATCH BASIN .,,_ 631 ABANDON EXIST PIPE (§1 REMOVE CONFLICTING PORTIONS OF EXISTING PIPE TO MIN 18" CLEAR OF NEW CONSTRUCTION i CONSTRUCT MEDIAN RISER INLET PER DETAIL ON SHEET SD-1 FURNISH AND INSTALL 10" PVC PIPE (SCHED 40 OR BETTER) CONSTRUCT CURB INLET TYPE OS PER CITY OF NEWPORT BEACH STD-306-L (H PER PLAN) @ FURNISH AND INSTALL 12" RCP (D-1250) BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-106-L @ CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L @ CONSTRUCT CURB INLET TYPE OL-A PER CITY OF NEWPORT BEACH STD-305-L (H & L PER PLAN) @ FURNISH AND INSTALL 18" RCP (D-1250) BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-106-L u (/) [L <D z 0 N "-"' 0 ::, m "' :> OJ N N 0 <D 0 m z 0 u -:: ::, 0 I 0 <) / ,: [L <fl C: r----,----,---------------------,---------,r-------------------.--------...------------.....;S;;.;D;;;_;-2~f 0 ~ofESS10,1, ~ ~ .,,,( .,.; <' f;' JOSH C. 'i, ., STONE -z ~ No 60755 ::: "" • "' .e, Exp. 12/31 /04 l} PLAN PREPARED BY: El D El CONSULTING .. ,. CIVIL \'- "'fl£:-OF CALI~' NO. Dt\'IE RE.VISIONS F'LANNING ■ DESIGN ■ CCNBTF.!UC::TION 14725 ALTON PAAKWAY 1RV1NE. CALIFORNIA 92618-2027 949.472.3505 FAX 949.472B122 • www.RBF.com DATE: 01/14/05 R.C.E NO. 60755 DESIGNED CHECKED DRAWN JV WT DATE JS 01114/05 NEWPORT COAST DRIVE 1"i STREETIMPROVEMENTS i STORM DRAIN PLAN & PROFILE "' 0 0 LINE "A" & LAT "B" ,,,- o CITY OF NEWPORT BEACH R-5865-S :g Q. PUBLIC WORKS DEPARTMENT SHEET 1 60F 5 2 -;; ,----------+---------1----~-----+---------+-------~t---+---------1---------t-----i------t----...;_----+-----------+----------1 t;:; - '2.. -... o en: LO trl, . . --------·-------1----N P1:·--- f flt ' CO II! --594-i------l---~·g:; _____ ------------· -----·------·566--· 0 ---a-------c------1-------!f --------: I() co .... " t-----------+-----+1-r------1-----------+-----------+--------+1----+------'------+--,----'-------+--~--~~- ---- ~ ----586---·-----l----~'!f)/--·· .. · -·· · '-)qj --1---.. ----------.. ··••.e ·······-"'". LAT: "D" SCALE: HORIZ 1"=10' VERT 1"=2' 158+00 159+00 EXIST R/W / EXIS 1 O' 8' RCB SCALE 1'' = 40' 0 40 80 120 · 554 -------------- SEE DETAIL.ON SHEET SD-1 I --------------------------------: EXIST. 18" RCP 536-· .. ·---·-··--· ___ _ ___ LAT "E" SCALE: HORIZ 1 "=10' ' VERT 1"=2 --·--· ------·---·---------• --------------------'-----------------· .. -·--., "' -...... -··· ....... ' ., -·-·-..... ·----. '""' ·-·-·-· "' .,,. ____ -········--.. "' '" ""' ., '"' --··- 165+00 166+00 169+00 NEWPORT COAST DRIVE NO. MlE ~& ~ I- 170+00 RCP 171+00 EXI /W • • KEITH .,. ............ ·············--·---·······-----1 o I ,e ~ al ~o ~o ~ ~~ ' ;;s <.O ~ c> oa -.., 0 :z fE c:, ,•o ~ ~£~ 00 ~ .;:; l:i ~· ~i~ ,i 00 ~-· oc oo ~~~ co a• .PLAN PREPARED BY: PLANNING ■ DESIGN ■ CCINSTRUCTICN a a 11 CONSULTING TRISHA C. KEITH 14725 ALTON PAff<.WAY IFMNE, CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.RBF.com DATE: 01/14/05 R.C.E NO. 62490 CONSTRUCTION NOTES PROTECT IN PLACE 67 CONSTRUCT MEDIAN RISER INLET PER DETAIL ON SHEET SD-1 68 CONSTRUCT MODIFIED MEDIAN RISER INLET PER DETAIL ON SHEET SD-1 80 CONSTRUCT CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH STD-312-L DESIGNED DRAWN TI< WT SD-3 NEWPORT COAST DRIVE STREET IMPROVEMENTS STORM DRAIN PLAN & PROFILE LAT "D", LAT "E", LAT "F" CITY OF NEWPORT BEACH R-5865-S t-,--~~--~~----1 CHECKED RR DATE 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 1 ?0F 52 u (f) o._ E 0. <D ... I') <D 0 ' 0 N ' I') 0 CJ> " t, I') 0 t, "' I') "' I') / "' "' :, (D "' <( / OJ N N 0 <O 0 m z 0 u / ~ :, 0 I 0 <( u / "' o._ "' C 0 ~ / 0 0 (3 / I') "' I') 0 -0 -/ 0 ~ 0 " 0. --:: I ( I I -t:7 cY -~ ~ ~ ['- \ I.] () (j. \.f I u -500~ ff > 0 + "' II I') r--(!) --1- 13+00 ➔- SCALE 1" = 40 ··----··--·-·--··"'-----------------•----------_,_ ------------------------------. -----!------~-----·· --------------------------•--·--------·----·- SEE DETAI~ ON SHEET SD-;1 12+00 '~ 1SCALE; 1"=40' 40' 80 120 II LINE ·"g" •• SCALE: HORIZ 1 "=40' .......•• VERT1"=8' •••• 18" RCP (D-1250) . _ ........... _,, ______ ----------------------- ! - - - - - ----------· . ·-----··----- - - -------------------- 11+00 10+00 IQJ -\_EXIST. R/W ... 494 _, · EXIST 18" RCP 1 SEE DETAIL ON SHEET SD-1 • • ••••• LINE "c" SCALE: HORIZ 1"=10' • •• "VERT 1"=2' ····· .... -.-·-·-·--·-.................................................. ___ , ---·-------,----··--····-···-·········· ........................... -............. .. . NZ ow -Ill 1-------------f-----···· .. --.-··-······---· .. ·-········ ...................... -.... --- . -· .. 'l c:;··1················· ......•...•......•........................ . ······-···-~·--·--·• .. -, \------------.. ---------------------------------- - ---------------------------- 10+50 10+25 10+00 EXIST. R/W CALTRANS R/W <,j ----= -cT R~/-W---.-- EXIST. CALTRANS R/W --=-- ----········-·····-- --·-·--·--·----·------- -------- -NEWPORT COAST DRIVE EXIST. CAL TRANS R/W PLAN PREPARED BY: TRISHA C. KEITH TRISHA C. KEITH NO. llAlE PLANNING D DEBll3N ■ C □NSTRUCTl □N 14725 AL TON P AFIKWA Y IA\IINE, CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.RBF.com DATE: 01/14/05 R.C.E NO. 62490 CONSTRUCTION NOTES 1 PROTECT IN PLACE 65 REMOVE EXIST JUNCTION STRUCTURE 67 CONSTRUCT MEDIAN RISER INLET PER DETAIL ON SHEET SD-1 69 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL ON SHEET CD-2 71 CAP INLET PER DETAIL ON SHEET SD-1 74 CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH ST0-313-L 77 FURNISH AND INSTALL 18" RCP (D-1250) BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH STD-106-L @ CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF NEWPORT BEACH ST0-310-L @ CONSTRUCT CONNECTION ASSEMBLY PER CITY OF NEWPORT BEACH ST0-312-L DESIGNED SD-4 NEWPORT COAST DRIVE STREET IMPROVEMENTS STORM DRAIN PLAN & PROFILE LINE "B" AND LINE "C" Tl( DRAWN WT CITY OF NEWPORT BEACH R-5865-S '"'c~HE=c=KE~□-R"'R-+c-oA=TE~01-,""'4"'"0-15 PUBLIC WORKS DEPARTMENT SIET 180F 52 u Cf\ 0.. E 0. ,... sr ,,., "' 0 ......_ 0 N ......_ ,,., 0 O' ;: 't) "'" 0 't) "' ,,., OJ "' / U) -::, m "' .:> OJ N N 0 (0 0 m z 0 u / -::, 0 I 0 <( u / 3: 0.. "' C 0 ~ f-/ 0 0 <( u / ,,., co ,,., 0 ~ 0 / 0 -0 't) 0. / I I \ I 7- v u -~ ~ ~ 1 V (Jl 5 I v f 0 s,,,o, 0384 : '' ~-...... • I > ..... -,-----------z r • IO : * -448 : --~ ei -·----····--·····---·-·····--1-----~----I !: QC --- - SCALE 1'' = 40' 40 80 -· •• ,. --~ ~-- 0 z 13+00 - CONST 318 LF ---•• 18" RCP-'0-'-12SO ------------------- 0,.=2.03 CFS CALE: HORIZ 1 "=40' VERT 1"=8' 12+00 11+00 ~~-++-~~ !,cc---~ Ge--~~-·; - - LINE STA TO • STA LINE "o" 10+04.49 13+22.49 LAT "H" 20+02.55 20+09.60 - LAT "J" 30+02.46 30+19.64 120 GRATE INLET #1 13+24.07, SD~ H=4.70' HYDRAULIC DATA ~5 So n D dn 2.03 .0384 0.013 18" 0.32 1.90 0.0100 0.013 18" 0.43 1.27 0.0100 0.013 18" 0.35 Vn de 7.42 0.54 4.51 0.52 4.02 0.42 0 '::i 5!-5-zacm -01 >-(/) z 10+00 -c=--------- Ve Nt 3.57 2.77 3.50 1.43 3.11 1.42 NO. 2 GRATE INLET #2 20+11.74, SD~ H=3.93' MlE >: LA Tl "H" SCALE: HORIZ 1 "=40' VERT 1"=8' ··---·-------------- 20+00 • ---;-----432·· ··-----·---------------- NEWPORT COAST DRIVE~ 197 LAT "H" Ns5·54•oo·w 7 NEWPORT COAST DRIVE STONE CONST 17.18 LF 18" RCP >-(0=1250) • - 025=1.27 CFS -------------------------------------------- 30+00 8 199 ~-----l.ll / PLAN PREPARED BY: PLANNING a OESIBN a t:□NSTRUCT!ON 949,472.3505 14725 ALTON PARKWAY IRvt.E, CALIFORNIA 92618-2027 FAX 949A72.8122 • www.RBF.com DATE: 01/14/05 R.C.E NO. 60755 CONSTRUCTION NOTES i PROTECT IN PLACE REMOVE EXIST CATCH BASIN REMOVE CONFLICTING PORTIONS OF EXISTING PIPE TO MIN 18" CLEAR OF NEW CONSTRUCTION @ CAP INLET PER DETAIL ON SHEET SD-1 ® FURNISH AND INSTALL 18" RCP (D-1250) BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH ST0-106-L @ CONSTRUCT JUNCTION STRUCTURE NO. I PER CITY OF NEWPORT BEACH STD-310-L @ CONSTRUCT GD-1 INLET PER DETAIL ON SHEET SD-1 SD-5 NEWPORT COAST DRIVE STREET IMPROVEMENTS STORM DRAIN PLAN & PROFILE LINE "D", LAT "H", AND LAT "I" DESIGNED JV DRAWN WT CITY OF NEWPORT BEACH R-5865-S 1--~-------1 CHECKED JS DATE 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 190F 52 u (f) [L E D. Ol ... r0 tO 0 ..__,_ 0 N ..__,_ "' 0 0, ;: u lf) 0 u "' "' 00 "' / "' ~ ::, m "' 5 ro N N 0 tO 0 m z 0 u / ~ ::, 0 I 0 <( u / 3c [L "' C 0 ~ / 0 0 <( u / "' 00 "' 0 ~ 0 / 0 ~ 0 'O D. / I ~ CJ) f I ,V ~ 1..5" I V ...-- -:---< ~ X-WALK DETAIL 12" WHITE------._~f-__J UNLESS NOTED OTHERWISE 10· DETAIL "M" 0 R7, TYPE N-1, R10A(R) 0 R7, TYPE N-1 L GENERAL NOTES: 1. SIGNING AND STRIPING SHALL CONFORM TO CALTRANS TRAFFIC MANUAL (LATEST EDITION), CALTRANS STANDARD PLANS AND SPECIFICATIONS (DATED JULY 2002), THESE PLANS AND THE SPECIAL PROVISIONS. SEE CAL TRANS STANDARD PLANS A-20 (A-D) FOR STRIPING DETAILS, INCLUDING INSTALLATION OR REMOVAL OF RAISED REFLECTIVE PAVEMENT MARKERS. 2. ALL FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC APPLIED AT A MINIMUM THICKNESS OF 0.018" (0.45 mm). CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.035" (0.90 mm). THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 3. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. 4. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE ENGINEER PRIOR TO FINAL INSTALLATION. 5. EXACT SIGN LOCATION SHALL BE DETERMINED BY THE ENGINEER. 6. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH PROTECTIVE OVERLAY FILM. 7. BLUE RAISED REFLECTIVE PAVEMENT MARKER SHALL BE INSTALLED ADJACENT TO ALL EXISTING FIRE HYDRANTS IN ACCORDANCE WITH CAL TRANS TRAFFIC MANUAL. 8. 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. 9. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH CITY YARD OR CALTRANS YARD. 10. TEMPORARY TRAFFIC STRIPING AND MAKINGS SHALL BE PAINT APPLIED IN ONE COAT WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 11. G20 ROADSIDE SIGNS AND ROADSIDE SIGNS WITHIN CALTRANS RIGHT OF WAY SHALL BE MOUNTED ON LAMINATED WOOD POST(S). LEGEND AND CONSTRUCTION NOTES: [TI ~ II] § 0 ~ ....-~a°"' @ 0 @ SNS I- " 12' (12') REMOVE AND SALVAGE EXISTING POST. INSTALL NEW POST (2" UNISTRUTS). RELOCATE EXISTING SIGN ONTO NEW POST AS NOTED. MODIFY EXISTING SIGN, FOR DETAILS SEE SHEET PD-5. EXISTING TO REMAIN. REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED. FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE) RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. PAINT CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. PAINT PAVEMENT MARKING OR ARROW AS NOTED. LEGENDS SHALL HAVE 50' SPACE TO NEXT LEGEND UNLESS NOTED OTHERWISE. STREET NAME SIGN (CITY STD PLANS Drawing No. STD.-915-L). SIGN (ONE POST) SIGN (TWO POST) SIGN (ON STREET LIGHT OR SIGNAL POLE) PROPOSED LANE DIMENSION EXISTING LANE DIMENSION ANGLE POINT GS GUIDE SIGN (SEE NOTE ATTACHED FOR DESCRIPTION) •1< CHANGE IN STRIPING PER CALTRANS DETAIL AS NOTED PD-1 0 (/) 0.. E 0. 0 "' "' <D 0 "' 0 ~ "' 0 -0 -0 0. "' ro -"' / u, -:, [D 3 ro N N 0 <D 0 DJ z 8 -::: :, 0 J <( 0 ,; 0.. u, C 5 r---,----,-------------------------,r----------r--------------------r---------------------------fo ORTIZ No. 57535 . 12/31/ IVIL PLAN PREPARED BY: PLANNINCJ II DEBlCllN II CONSTRUCTION 14725 AL TON PARKWAY IRVINE, CALIFORNIA 92618-2027 FAX 949.472.8122 • www.ASF.com APPROVED TRAFFIC ENGINEER R.C.E. NO. 22045 NEWPORT COAST DRIVE STREET IMPROVEMENTS 3 / "' ro -t') SIGNING & STRIPING PLAN S DATE _______ , GENERAL AND CONSTRUCTION NOTES, LEGEND AND DETAILS ~ DATE: 09 14 05 l-=D=Es=IGN=E~D _G_M_H =D~RA=WN_G_M_H -+-C-IT_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H~-R--5-8_6_5 ___ s-f! R.C.E. 57535 EXP. 12/31/05 1------+-----< o. .._ _____________________________________________________ __._NO_. _____ M_n:_..._ ______________________ .,_ _______ _._ __________________ .... c_H_Ec_KE_D__,:C::;:;AO::....D-AT_E..:;O:;:i9;,.:;14=05:..i.,__P_U_BL_IC_w_o_R_K_s_o_E_P_A_RT_M_E_N_T_ ... SHEET_.....;;2;.0;._0f.....;;5.;;2;..i;; --~R/W - -- R28 E EXIST R/W 0 0 + -I-'II' :c U') 12' C!.J .... -1--13' "YIELD TO PEDS" R7, TYPE K - ·, (13') (12') '·, (11') SAN· JO A QUIN HILLS ROAD '11 ', I I , I I I I 11,.1 ', I ' ·1 ' I ,i I --------·-•- If'! f .__,, ........,--..1-•I I ;,,, lo , a:::-......... ,,-.. I~ .::,.i'1i~i.{ ~ ~>"'~ ' 'I'-'/> I -. I I /11' !f .__,, '· -;> , -··.:" PM 12" YELLOW CROSSWALK SEE SHEET PD-1 -147 . . . 12' . . . . . . 1',I ,,, (8') (VAR) 11' -. -- .,: ,o; ~ ---J1-- R7, TYPE K, R10(RT) E TYPE I BARRICADE WtTH 2-R96 SIGNS TO STA. 153+57 t ® W41 R81 R26 . . . VAR. . . -. . . c..._,·····''' ·•,· ~'""'" EXIST R/W PROPOSED MEDIAN R81 R26 EXISTING R18-2 E TRAFFIC SIGNAL R59MOD(U-TURN ONLY), 1 R7,TYPE N-1,R10(RT) 26 160' "BIKE ONL y" PM W/ARROW 1,. 12· in 13' r-.: 10 VAR. 13' PROPOSED RAISED MEDIAN TYPE IV(R) (TYP.) PM TYPE IV(L) (TYP) E W65-1 NEWPORT COAST DRIVE TYPE L E "BIKE ONLy" W/ARROW -.. E TYPE L 39 26 EXIST R/W 11' 12· 13' • "SCHOOL" (YELLOW) PM (TYP.) R59MOD(U-TURN ONLY) - I -1 I EXISTING CURB AND GUTTER ---~c ---s•---·-- 11' 12' 13' -VA. 13' i -- E SR4 E SR4 PROPOSED SIDEWALK E TYPE L E R26 R81 EXISTING CURB AND GUTTER PM "SIGNAL AHEAD" @ 50' SPACING (TYP.) 26 IS R34-2 E R81 FROM ------- STA. 155+75 POST PROPOSED MVP E TYPE L EXISTING CURB AND GUTTER -· E TYPE L -- - - - --a·--. .J1' 12' . 13' 0 0 + 'II' (I) S! I Q <a. ...... -< a: I-1 • -1-------'---f---'---14'-'-I--l------'-14'-I--1------'--14' "'w I I WW z:c w "' > Ow 13' 111:z .. -<-12' ..J w :c 11' Wo --a• ____ --------"' I-< ::i SIGNING & STRIPING NOTES: 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES, LEGENDS AND DETAILS SEE SHEET PD-1. 2. FOR SIGN DETAILS SEE SHEET PD-5. SCALE 1" = 40' 0 40 80 120 E R2(60) L. ,,,.,.,.,. . ... -,,,,,, --,--,,~ ---'' ' ,--,-t- ' li]TYPE L PROPOSED SIDEWALK TYPE L RS II •• 39 26 EXISTING CURB AND GUTTER NEWPORT COAST DRIVE NO. DAlE 13' 12' 11' E R28 No. 57535 E,. 12/31/ CIVIL ---=-- TEMPORARY FLASHING BEACON WITH W41 SIGN TO BE REMOVED BY CITY FORCES PLAN PREPARED BY: PLANNING ■ DESH3N II CONSTRUCTION 14725 AL TON PARKWAY IAVINE, CALIFORNIA 92618-2027 .47 05 FAX 949.472.8122 • wwwRBF.com DATE: 09 14 05 R.C.E. 57535 EXP. 12/31/05 13' -- 12' 11' _a• APPROVED DATE TRAFFIC ENGINEER R.C.E. NO. 22045 DESIGNED DRAWN -"' ..Jw :cw om I-< ::!E GMH GMH CHECKED DA TE CAO 09 14 05 PD-2 NEWPORT COAST DRIVE STREET IMPROVEMENTS SIGNING & STRIPING PLAN STA 144+00 TO 164+00 CITY OF NEWPORT BEACH R-5865-S PUBLIC WORKS DEPARTMENT SHEET 21 Of 52 u (/) 0.. E 0. N "' ,;; <D 0 '--0 N '--"' 0 en 3 " N 0 " 0.. "' CX) -"' / Ul -::, (D Ul <( / CX) N N 0 "' 0 (D z 0 u / -::, 0 I 0 <( u / "' 0.. Ul C 0 ~ f-/ 0 0 <( u / "' OJ -"' 0 -0 / 0 -0 " 0. / I (/ ~ v ~ ~ "' ~ ' ' ' ' W41 12 39 ' I ' I', RL W41 "SIGNAL AHEAD" @ 50' SP ACING PM (TYP) PROPOSED MEDIAN STA. 174+43 END 140' TAPER ·srA. 174+43 .. END 140' TAPER EXISTING CURB AND GUTTER TYPE IV(R) PM (TYP) EXIST R/W PROPOSED SIDEWALK 39 38 SIGNING & STRIPING NOTES: 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES, LEGENDS AND DETAILS SEE SHEET PD-1. 2. FOR SIGN DETAILS SEE SHEET PD-5. SCALE 1" = 40' 0 40 80 120 E ' ' ' ' ' I '' TYPE L E R81 R26 1 R81 R26 IS R34-2 R26 E PROPOSED MEDIAN PROPOSED MVP RS TYPE L E TYPE L 26 NEWPORT COAST DRIVE "BIKE LANE" W/ARROW R81 R81A PM R7 TYPE N-1 E R2(60) R48-1 I 18' W57(LT) TYPE N 12" WHITE LIMIT LINE PM EXISTING CURB AND GUTTER R34-2 R10(LT) RS TYPE N-1 12" WHITE PM LIMIT LINE PM 12" YELLOW X-WALK DETAIL "M" -NOTE 1 SEE SHEET PD-1 IS '' ,, / -.~ \-, -. !~'/I· .i' I ,,_[( ', 13'115' I, • \ ' JOIN EXISTING • STRIPING GAS RECOVERY PLANT ACCESS ROAD E R34-2 7 R34-2 PROPOSED MVP 7 R34--2 EXISTING CURB AND GUTTER 26 26 RT TYPE N~1 EXIST R/W EXIST R/W EXISTING CURB AND GUTTER W41 ' ' ' ' R18-2 RL PROPOSED MEDIAN EXISTING CURB AND GUTTER EXIST R/W "SIGNAL AHEAD" PM @ 50' SPACING (TYP) TYPE IV(R) PM (TYP) ·---.... R26 E W41 IS R7 TYPE N-1 26 12 STA. 173+03 BEGIN 140' TAPER PROPOSED SIDEWALK CAL TRANS R/W "SIGNAL AHEAD" @ 50' SPACING PM (TYP) -- 12" WHITE PM LIMIT LINE ' ' ' ' ' ' JOIN 12" YELLOW PM X-WALK STA. 178+14 NEWPORT COAST DRIVE CALTRANS R/W STA. 183+60 R34-2 RL R10(RT) IS TYPE N-1 EXISTING STRIPING SAGE HILL SCHOOL NO. '----------j IS G20 SIGN@ SEE SHEET PD-5 MTE ORTIZ PLAN PREPARED BY: 2 i-=:..:c..::c_:_.::.::...c...c::..::.... __ _j G21 ( OVERHEAD SIGN) SIGN@ SEE SHEET PD-5 F'LANNlNl3 ■ CES113N ■ CCINSTRUCTICN '14725 ALTON PARKWAY RVINE, CALIFORNIA 92618-2027 723505 FAX 949.472.8122 ■ www.ABF.com DATE: 09 14 05 R.C.E. 57535 EXP. 12/31/05 APPROVED TRAFFIC ENGINEER R.C.E. NO. 22045 RECORD DRAWING PD-3 NEWPORT COAST DRIVE STREET IMPROVEMENTS SIGNING & STRIPING PLAN DATE STA 164+00 TO 184+00 "'D=ES=IGN=ED~G=MH+D~R=AWN_=GM"'--H-1 CITY OF NEWPORT BEACH R-5865-S CHECKED CAO DATE 09 14 05 PUBLIC WORKS DEPARTMENT SHEET 22 OF 52 u (J) 0.. E ~ "' LI'.) "' CD 0 " 0 N " t') 0 "' "' "Cl "' 0 "Cl ~ t') CX) -"' / "' -::, II] "' <( / CX) N N 0 CD 0 II] z 0 u / -::, 0 I 0 <( u / 3: 0.. "' C " ~ / 0 0 <( u / "' CX) -t') 0 -0 / " -" "Cl ~ --:: I {Y 1 . l )~ s:; ' V ~ ~ 78 25 0 0 + !t:!~ "'-w ..J w :t: CIJ 0 1- <C ~ EXISTING CURB AND GUTTER -- ---. - -:----- - - 8.5' _-_-, 12' 12' 12·- ______, 13' -- ----.. __ ...,..__ "TOLL CORRIDOR" E G28 G4S G44 EXISTING 36 / EDGE OF PAVEMENT - STA. 185+80 JOIN EXISTING STRIPING PROPOSED - (12j (10') - E W72(30) EDGE OF SHOULDER - RS W75 EXISTING -E R26 EDGE OF PAVEMENT/ / -- CALTRANS R/W STA. 189+70 JOIN EXISTING STRIPING __ ------- W79 E W80 E -- E R96C l\/r,..R.) 7 ------ SR-73 SOUTHBOUND OFF-RAMP EXISTING , __ , -l'SY 25 EDGE OF PAVEMENT i :: ____ / ------(8.5')_ - --8.5'------------8.5' _ --PROPOSED O (VAR.) --' 1, EDGE OF SHOULDER ~ VAR. VAR. ~ -9•-- EXISTING A.C. BERM ,_ -- --12 25 VAR. 12' - - ----·----- ' I 36 -7 - "TOLL CORRIDO'~R;;;-" -----E G28 G48 G43 VAR. I -----------------____ ,, __ _ 12' --------------- 12' 8' -~W74(L-r> ---- - - - - - - EXISTING EDGE OF PAVEMENT --E R44 - NEWPORT COAST DRIVE E W41 STA. 199+40 BEGIN 90' TAPER STA. 200+30 END 90' TAPER JOIN EXISTING STRIPING 12 37 1015' . --. -·-·- CAL TRANS R/W e ~ Ill - ---·--111 __ --lJ . 1 1 -8' 8 12· w..J ---------;r;;lff ------------..J VAR :t: 1H ----------------0CtJ ---12'--------------------------------1- --8---------~ PROPOSED RS G20 EDGE OF PAVEMENT (12') -• _,, -. STA. 193+09 G20 SIGN@ (14') (6') - IS SEE SHEET PD-5 SR-73 SOUTHBOUND ON-RAMP cp EXISTING TRAFFIC SIGNAL R19(MOD) .I r \<.0')-- 1, \02) ____ _ 0 g•·---0 + 12' I-st a· a· -ca·r--------/ L _j_______[~=+-----------++--------t---~~1---;:;:---7---------- 12' 12' (12') (8') (12') --(8') (12') \ \l13) _ \ ', ', :t: <» C, ,.. 12' a:< I-8' w CIJ VAR. > a· iw -13' <(~ 12' W:x: ---mo -12' I-8 <( ~ -- 7 1015' -- 195+37 12· 8' - BEGIN #1 LANE TAPER PROPOSED EDGE OF PAVEMENT SIGNING & STRIPING NOTES: 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES, LEGENDS AND DETAILS SEE SHEET PD-1. 2. ,FOR SIGN DETAILS SEE SHEET PD-5. SCALE 1" = 40' 0 40 80 120 25 EXISTING EDGE OF PAVEMENT E "TOLL CORRIDOR" G28 "EXACT CHANGE" TYPE Ill (R) (TYP) I I I / I I I I I I I I I I 12' VAR. (13'.5) "SIGNAL AHEAD" PM @ 50' SPACING (TYP.) / ,_ VAR. 8' 200+20 END #1 LANE TAPER NEWPORT COAST DRIVE NO. 201 - - STA. 200+6 JOIN EXISTING STRIPING -'--- :JB_ "TOLL CO G28 G47 G44 202 203 (14') 204 -'-----I ----------I-'----- - - -.. ,_ -(12') _ -_ (14') _(VAR.) : ~ W4(25) E STA. 202+08 JOIN EXISTING STRIPING STA. 202+03 JOIN EXISTING STRIPING STA 203+46 2f---:==--,--:--~ G20, TYPE K SIGN@ SEE SHEET PD-5 PLAN PREPARED BY; ,.... t;, L -I c12.J_ (12') (8') - - R7 TYPE N R10(RT) SR-73 NORTHBOUND ON-RAMP PLANNING ■ OESl □N ■ CONSTRUCTION APPROVED TRAFFIC ENGINEER R.C.E. NO. 22045 ',, R7 TYPE N ' R19(MOD) \ R11 0R11A ' ' ,~ R11 i '-t- Rl 1A v vi E 1--------< __ +-I --,--1 I , I I ! I ! SR-73 NORTHBOUND OFF-RAMP PD-4 NEWPORT COAST DRIVE STREET IMPROVEMENTS SIGNING & STRIPING PLAN 14725 ALTON PN'KWAY IAVINE, CALFORNIA 92618-2027 FAX 949.472.8122 • www.ABF.com DATE -------1 STA 184+00 TO 206+00 DATE: 09 14 05 R.C.E. 57535 EXP. 12/31/05 DESIGNED GMH DRAWN GMH CITY OF NEWPORT BEACH R-5865-S 1--::cc-::cHE""cK""EDs--='--lno"ATE;c------i PUBLIC WORKS DEPARTMENT SHEET 23 CF 52 CAO 09 14 05 0 (f) "- E "-st- "' I') <D 0 ------ 0 N ------ I') 0 0, 3' ( 6' " st-0 -0 "- -J4 I') <X) -,. "' ~ -·5 m "' 5 <X) N N 0 <D 0 m z 0 0 / -:, 0 I Cl -s: 0 / ;,: "- "' C 0 L f-/ Cl Cl -s: o-/ ,.,, <X) -,.,, 0 -0 -/ 0 -0 -0 "-/ I G20 8" U.C. (ALL LETTERS) 24"X18" STATE ROUTE 73 SHIELD 6"X8" WOOD POST, E=6.0' SIGNING & STRIPING NOTES: 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES, LEGENDS AND DETAILS SEE SHEET PD-1. 2. FOR SIGN LOCATIONS SEE SHEETS PD-3 AND PD-4. .-, G21 INSTALL OVERLAYS (32"X22" VERTICAL DOWN ARROW ON A 36"X24" PLATE AND W61B SIGN) 15' [ 4.57 m] 34' WALKWAY [10.36 m] EXISTING POST TYPE T .-, E E I ..,.. _______ 1~3~•------------------1~2_·--------------1_2_·~--------<------8-' __________ -=-_7_'----=----.1 // [3.96 m] [3.66 m] [3.66 m] [2.44 m] [2.13 m] I ');'.',, EXISTING -----------------------------~----------------~------------------ 108" [2743.20 mm] TOLL ROAD BL/W SIGN@ FNBT STA. 183+60 1) EXISTING OVERHEAD SIGN TO REMAIN IN PLACE 2) INSTALL OVERLAYS 108" [2743.20 mm] .-. TOLL ROAD BL/W I ~1/ i.--- I // ,, ELEV. 499.83 r--~-~,---~ --------------------I I I I EXISTING I I -~='-'=c=---- .,....-42"X22' CIDH I I PILE FOUNDATION I I .-, E E • 0 90" ~ N 1 • [2286.00 mm] • 1 ! .-, ...--,-----------7--T 1 T O LL R O AD I BL/W E 1------------f--t-E h G20 E 1-----------1·---+ E .-. E G20 E ~-----------T:--T I I E @ RIGHT LANES SIGN@ STA. 178+14 E W/G E • 0 ~N m 1'i ,.:::. 6"X8" WOOD POST 1) INSTALL NEW ROADSIDE SIGN 8" U.C. (ALL LETTERS) 24"X18" STATE ROUTE 73 SHIELD 6"X8" WOOD POST, E=6.0' E NORTH W/G E ~~ m RIGHT LANES ~ ..,__ .... __________ .,_ _ _,_'-' 6"X8" WOOD POST SIGN© STA. 193+09 1) INSTALL NEW ROADSIDE SIGN LEGEND (THIS SHEET): BL/W W/G BLACK LETTERS ON WHITE BACKGROUND WHITE LETTERS ON GREEN BACKGROUND .1----t-----t--------------------------1 ~oFESS/ol\l ~:;.....--..:.:1( ""' ,_,'<' CARLOS A. '\, /;; ORTIZ ----~--z ~ No. 57535 s «-E p 12/31 /05 PLAN PREPARED BY: INSTALL OVERLAY , 0 (6" U.C. ARROW ~ st ON A 12"X12" PLATE) ~ CD : @~z;I : W/G ~ ~ I ~ \ I m ;::, I NORTH,,, I N L \\\\J ;::, .,___ --1----,n~,1~~E I I 12" g E I .._, £ 1[304.80 mm] EXISTING WOOD POST SIGN@ STA. 203+46 1) EXISTING ROADSIDE SIGN TO REMAIN IN PLACE 2) INSTALL SIGN OVERLAY APPROVED PLANNING G DESIBN II CONSTRUCTION 14725 ALTON PAPKWAY TRAFFIC ENGINEER R.C.E. NO. 22045 II II II 1RV1NE, CALIFORNIA 92618-2027 C □ N S U L.: ~ ~ ~2.3505 FAX 949,472.8122 ■ www.ABF.com DATE _______ , RECORD DRAWING NO SCALE PD-5 NEWPORT COAST DRIVE STREET IMPROVEMENTS SIGN DETAILS -t, X • -'-'-----'---J} -",> CIVIL _ 1,.~-"'-""'' I: 01'" CAL I fU_/ ff'~ DATE: 09/14/05 CARLOS A. ORTIZ R.C.E. 57535 EXP. 12/31/05 GMH DRAWN GMH CITY OF NEWPORT BEACH R-5865-S 1ccc~HE=cK=EDc:-c-Ao-+.cD~ATE~09-I11-41~I05--1 PUBLIC WORKS DEPARTMENT SHEET 24 OF 52 DESIGNED NO. DAlE RE.VISIONS I V u VJ Q_ E D.. <D "' "' <D 0 ......_ 0 N ......_ "' 0 O' ~ G t, LO 0 t, N 0.. "' CXJ ~ -"' ~ / "' ~ ::, Ol "' ? o:J N N 0 <D 0 m z 0 u / ~ ::, 0 I 0 <( u / "' Q_ "' C 0 ~ / 0 0 (3 / "' CXJ ~ "' 0 -0 -/ 0 ~ 0 t, 0.. ~ I Ill CONDUCTOR SCHEDULE PHASE DIAGRAM •DETECTOR SCHEDULE AWG CIRCUIT 1/1\ I?' 1-:1/, I /4\ l& /i:,\ Iii' ¢2 3 3 3 - - - 3 ¢4 3• 3• 3• -- - 3,. ¢5 3 3 3 3 3 3 6 NOT NOT t USED USED SENSOR UNIT CHANNEL PHASE DETECTOR 1 8 1-¢8 1 2 4 1-¢4 1 2 1-¢2 #14 ¢6 - - -3• 3,. -!~ ¢8 - - - - 3 3o I~ 01 02 03 04 2 2 5 1-¢5 1 6 1-¢6 ¢6P - - -2• 2• 2• 4• ¢6 PPB - - --1• 1o 2• PPB COMMON - - --1o 1o 2• TOTAL 9 9 9 8 13 10 32 ( NOT l ~----_... USED 3 2 - - 1 -- 4 2 -- &E!I LUM IN AIRE 2 2 2 -- - 2 05 06 07 08 1 -- 5 2 -- lill POLE SCHEDULE POLIE DATA SIGNAL H.P .S. V. LUM SIGNAL MOUNTING No TYPE HEIGHT MA MA WATTS VEH MA PED A 1A 10' ---TV-1-T -- ® PPB• 3'-4H ------ C 1A 1 o· ---TV-2-T• -SP-1-T• D 29A-5-129 35' so· 15' 310 SV-2-TB• 3-MAS - E 17-2-129 30' 20' 12' 250 SV-2-T0 1-MAS - F 29A-5-129, 35' 35'• 15'A 310A SV-1-T• 1-MAS • 1-UAS A SP-1-T• G 1 A" 10' - - -TV-1-T• - - Iii ALL EQUIPMENT EXISTING UNLESS NOTED: ( •) = NEW, (A) = RELOCATED SISNS = SELF ILLUMINATING STREET NAME SIGN m:I POTHOLE FOUNDATION PRIOR TO RELOCATING POLE PED PUSH BUTTON PHASE POLE QUAD - - 6 0 w -- - -- -- 6 • w * POLIE LOCATION SISNS A B MESSAGE EXISTING EXISTING - 11' 3' - EXISTING EXISTING - EXISTING EXISTING - EXISTING EXISTING Newport Coast -8.5' 3' - 7' 2.5' -* SEE DETAIL "A" #10 TOTAL 2 2 2 - - - 2 DETECTION SPEED: NEWPORT COAST DRIVE = 65 MPH DET. f/12 - - 1 - - - 1 LOOP r/14 - - - - - 1 1 CABLE f/15 - - 1 - - - 1 TYPE f/16 - - - 1 1 -1 B f/18 -1 1 -- - 1 TOTAL -1 3 1 1 1 5 EVP CABLE - - - - --2• 6 PAIR #19 SIC --1 - - - 1 CONDUIT SIZE 2" 2" 3" 2" 2" 2" 2-3' Ill ALL EQUIPMENT EXISTING UNLESS NOTED: ( o) = NEW GENERAL NOTES (THIS SHEET): 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE THE REQUIREMENTS OF: THE CITY OF NEWPORT BEACH STANDARD DRAWING AND SPECIAL PROVISIONS, 2004 EDlllON; THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, DATED JULY 2002; CALTRANS TRAFFIC MANUAL (LATEST EDlllON); AND THE SPECIAL PROVISIONS. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH SUCH FACILITIES ("UNDERGROUND SERVICE ALERT" AT (BOO) 422-4133). 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED AGENCIES AND UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTIRUCTION WITH ALL AFFECTED AGENCIES AND UTILITY COMPANIES. 4. THE ENGINEER SHALIL APPROVE THE EXACT LOCATION OF ALL PULIL BOXES, CONDUITS, DETECTOR LOOPS, POLES, TIRAFFIC SIGNAL EQUIPMENT AND APPURTENANCES. 5. ALL PULL BOXES SHALL BE NO. 5, UNLESS NOTED OTHERWISE. 6. DETECTOR LOOPS SHALL BE 6' DIAMETER (TYPE "E") WITH 10' SPACING IN THE DIRECTION OF TIRAVEL. DETECTOR LOOPS SHALL EXTEND 1' INTO CROSSWALK OR LIMIT LINE, UNLESS NOTED OTHERWISE. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSlllONING DETECTORS LOOPS. LOOPS SHALL BE SEALED WITIH HOT MELT SEALANT. 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 8. VEHICLE HEADS SHALIL BE 12" LED TYPE. TIHE HOUSING AND VISORS SHALL BE METAL. PLASTIC BACKPLATES ARE PERMITTED. 9. PEDESTRIAN INDICATIONS SHALL BE TYPE ·c· WITH LED's. 10. PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1' OF ANY CURB ACCESS RAMP OR DRIVEWAY. CONSTRUCTION NOTES (THIS SHEET): OJ-EXISTING MULTI SONICS 820A 8-PHASE CONTROLLER ASSEMBLY IN A TYPE "p" CABINET WITIH EXISTING BATTERY BACKUP CABINET AND EXISTING TELEPHONE DEMARCATION CABINET ATTACHED TO TIHE TYPE "p" CABINET. MODIFY CABINET WIRING AS REQUIRED FOR NEW DETECTION AND EQUIPMENT AS SHOWN. CABINET MODIFICATION SHALL BE COMPLIETIED BY CABINET MANUFACTURER. @-EXISTING TYPE II SERVICE. 0--FURNISH AND INSTALIL SIGN AS NOTED. [II-RELOCATE EXISTING SIGNAL HEAD TO NEW LOCATION AS SHOWN. [If--RELOCATE SIGNAL POLE AND EQUIPMENT COMPLETE TO NEW LOCATION AS SHOWN. REMOVE EXISTING FOUNDATION COMPLETE. REMOVE AND SALVAGE EXISTING 20' SIGNAL MAST ARM. INSTALL NEW 35' SIGNAL MAST ARM AT NEW POLE LOCATION. @-REMOVE AND SALVAGE EXISTING NO. 5 PULL BOX. INSTALL NEW NO. 6 PULL BOX. [2}--LOAD SWITCHES SHALL BE TSC MODEL 200-01 OR EQUIVALENT. EXISTING LOAD SWITCHES TO BE SALVAGED AND RETURNED TO THE CITY OF NEWPORT BEACH TIRAFFIC DIVISION. 2 EXIST. 2"C TO CONTROLLER CABINET AT NEWPORT COAST DRIVE/SAN JOAQUIN HILLS ROAD (VERIFY EXIST. 2" C, Ill EXISTING UNLESS NOTED: (•)= NEW REPAIR OR REPLACE AS NECESSARY, INSTALL 12 PR #19 S.I.C., APPROX. 2345' CL TO CL) NEWPORT COAST DRIVE 1-¢6 c... .... I 1-¢6 c.:--:> ' = LOOPS~ =---..--...,, «=-> 1-¢6 , = :::a=-..-- .. ------ EXIST. CONDUIT 3 LOOPS SC 560' TO LIMIT LINE --------.. -~ "' 0 (0 ·o "' R w EXIST. CONDUIT EXIST. 1.5"C, 1-DLC 3 R96, R96A (2) I I N .I I r') \ ~ N I ····I ( ·1 R96, R96A (2) . ~ co EXIST. C/G EXIST. E/P ,, I' ' I I ' 170 I ' . ' 3 R96, R96A (2) EXIST. 1.5"C, 1-DLC EVP ¢2 EXIST. 2"C, 1-6 PAIR #19 SIC ¾ ::© {EXIST. C/G _L ':.'. -,r.. -7i.o r-... N R96A (2) 1-¢5 560' TO LIMIT LINE :tr: = =-=-..--- _,,. ca:=;;; = =--..--_.,,. a=;;; = =-=--a-- EXIST. VAULT (EDISON) EXIST. GAS RECOVERY SYSTEMS (GRS) MONUMENT SIGN ;,-, LO 0 (0 N r-... EXIST. 1.5"C, 1-DLC SC 3 LOOPS ;;;::;:;;. EXIST. 2"C, 1-6 PAIR #19 SIC TO CONTROLLER CABINET AT NEWPORT COAST DRIVE/SAGE HILL (APPROX. 715' CL TO CL) 1-¢2 1-¢2 --------- ______ _\__ EXIST. 1.5"C, 1-DLC (FOR DETAILS SEE SHEET TS-2) DETAIL "A" GAS RECOVERY PLANT ACCESS ROAD POLE LOCATION E.C.R. ~-: NO. IMPORTANT NOTICE SECTION 4216-4217 OF" THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIF"ICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID F"OR YOUR DIG ALERT !O NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-41.33 TWO WORKING DAYS BEF"ORE YOU DIG. UNDERGROUND STRUCTURES All UNDERGROUND UTILITIES OR SlRUCTURES REPORlID BY TI-IE O'ANER OR OTI-IERS AND TI-IOSE SHOMJ ON lliE RECORDS EXAMINED ARE !NDICAlID WllH TH£lR APPROXlMAlE LOCATION AND EXlENT, lHE OlMER BY ACCEPTING THESE PLANS OR PROCEEDING WITH lMPRO'vBdE)ITS PURSUANT THERETO AGREES TO ASSUME UASlllTY ANO TO HOLD UN!lERSlGNffi HARMLESS f'OR ANY DAMAGES RESULTING FROM lHE EXISlENCE OF UND£RGROUND UTILITIES OR STRUCTIJRES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: 1HE CONlRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UllUTIES OR SlRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SllE. !T SHALL BE THE CONTRACTOR'S RESPONSlSIUTY TO NOTIFY THE OWNERS OF lliE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PlAN PREPARED BY: :< A -A B ~rn EXACT LOCATION BY ENGINEER IN THE FIELD NO SCALE SIGNAL STANDARD PLACEMENT DETAIL APPROVED· > SCALE 1" = 20' 0 20 40 80 TS-1 PLANNINC:I 1:1 OESIC:IN II CONSTRUCTION NEWPORT COAST DRIVE STREET IMPROVEMENTS TRAFFIC SIGNAL MODIFICATION PLAN NEWPORT COAST DRIVE AT RLOS t;; ORTIZ ~ No. 57535 °' Exp. 12/31 / 14725 ALTON PARKWAY IAVINE, CALIFORNIA 92618-2027 FAX 949.472.8122 ■ www.ABF.com DA TE: 01 14 05 R.C.E. 57535 EXP. 12/31/05 TRAFFIC ENGINEER R.C.E. NO. 22045 DATE-------• GAS RECOVERY PLANT ACCESS ROAD DESIGNED JAD DRAWN JAD CITY OF NEWPORT BEACH R-5865-S ,_ ___ __, ___ =-=.-., PUBLIC WORKS DEPARTMENT SHEET 25 OF 52 CHECKED DA TE CAO 01 14 05 ~ I \.J' a:. ~ 1 V' u (/) a. E 0 (0 0 0 ~ <D 0 '-"' N '-"' 0 °' \,.} " ~ 'O 0 "' ' -~ "' CX) "' ~ ./ "' -~ ::, a, "' > CX) N N 0 "' 0 [lJ z 0 u -:; ::, 0 I 0 <( u ./ 3: a. "' C 0 L f--./ 0 0 <( u ./ "' CX) "' 0 ~ 0 ./ 0 -0 "Cl "-./ I 11CONDUCTOR SCHEDULE AWG CIRCUIT 11\ /?\ fi:,._ /4.\ /r:?/.. /,;\ ¢2 3 3 - - -6 ¢6 - - -3e -~ ¢7 3 3 - -3• 973 #14 ¢6P - --2• -4• ¢6 PPB --1• 1• 1• 2• PPB COMMON - -1• 1o 1• 2• TOTAL 6 6 2 7 5 26 #10 LUMINAIRE 2 2 2• 2• -2 TOTAL 2 2 2 2 -2 DET. (/12 -1 ---1 LOOP (/16 - - -1 -1 CABLE r/J7 - - - -1 1 TYPE B TOTAL -1 -1 1 3 EVP CABLE ---- -2 6 PAIR #19 SIC 2 2 - - -2 CONDUIT SIZE 2" 2" 2'0 1. 5" 2" 2-3' El ALL EQUIPMENT EXISTING UNLESS NOTED: ( •) = NEW PHASE DIAGRAM NOT NOT NOT USED USED USED (/J1 (/)2 (/)3 (/J4 NOT --y-NOT USED ..-.-----~ USED (/)5 (/)6 (/)7 (/)8 DETECTION SPEED: NEWPORT COAST DRIVE = 65 MPH NEWPORT COAST DRIVE EXIST. 1.5"C, 1-DLC - (FOR DETAILS SEE SHEET TS-1) EXIST. 2"C, 1-6 PAIR #19 SIC TO CONTROLLER CABINET AT NEWPORT COAST ~ DRIVE/GAS RECOVERY PLANT ACCESS ROA_D ~ ( APPROX. 715' CL TO CL) _ .-:- v '-' -EXIST. C/G . a DETECTOR SCHEDULE SENSOR UNIT CHANNEL PHASE DETECTOR 1 7 1-¢7 1 2 - - 1 2 1-¢2 2 2 6 1-¢6 1 -- 3 2 - - 1 - - 4 2 -- 1 - - 5 2 -- E!I EXISTING UNLESS NOTED: ( • )= NEW ,EXIST. 2"C, 1-6 PAIR #19 SIC 3 R96, R96A (2) 3 R96, R96A (2) /w ® Ill POLE SCHEDULE POLE DATA SIGNAL H.P.S.V. LUM SIGNAL MOUNTING No TYPE HEIGHT MA MA WATTS VEH MA PED (A 15 • 30' -15• 2000 --- ® 1A • 1 o· ---TV-1-To -SP-1-T• ,c 24A-4-129 35' 35' 15' 310 SV-2-T 2-MAS - (D 1A 1 o· - - - TV-2-T• -- E 26A-4-129 35' 45' 15' 310 SV-1-T 2-MAS SP-1-T• SV 1 To F 1A • 1 o· - - - TV-1-T• -- 111 ALL EQUIPMENT EXISTING UNLESS NOTED: ( o) = NEW, (A) = RELOCATED SISNS = SELF ILLUMINATING STREET NAME SIGN PED PUSH BUTTON * POLE LOCATION SISNS PHASE POLE QUAD A B MESSAGE (DBL FACE) 6 D w 12' 3' - --13' 3' - --EXISTING EXISTING Sage Hill --EXISTING EXISTING - --EXISTING EXISTING Sage Hill 6 0 w 15' 2.5' -* SEE DETAIL "A" -EXIST. 1.5"C, 1-DLC SC 3 LOOPS EXIST. 2"C, 1-6 PAIR #19 SIC J -- £CALTRANS R/W V A V EXIST 2"C, 1-6 PAIR #19 SIC TO CONTROLLER CABINET AT NEWPORT COAST DRIVE/SR-73 NORTHBOUND OFF-RAMP (APPROX. 2915' CL TO CL) GENERAL NOTES (THIS SHEET): 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO lHE THE REQUIREMENTS OF: lHE CITY OF NEWPORT BEACH STANDARD DRAWING AND SPECIAL PROVISIONS, 2004 EDITION; lHE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, DATED JULY 2002; CAL TRANS TRAFFIC MANUAL (LA TEST EDITION); AND lHE SPECIAL PROVISIONS. -------0 <D 1 1 1---'·c:1::\:· =~==~1/2\=2 ~·-..)...; ; ___ ---- EXIST. R34-2 AB 2 LOOPS 2. 3. 4. 5. 6. 7. 8. 9. UTILITIES SHOWN ON lHESE PLANS ARE CORRECT AND ACCURATE TO lHE EXTENT OF AVAILABLE RECORDS. lHE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN lHE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES PRIOR TO DOING WORK lHAT MAY DAMAGE OR INTERFERE WllH SUCH FACILITIES ("UNDERGROUND SERVICE ALERT" AT (800) 422-4133). THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED AGENCIES AND UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. lHE CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION ALL AFFECTED AGENCIES AND UTILITY COMPANIES. THE ENGINEER SHALL APPROVE lHE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, DETECTOR LOOPS, POLES, TRAFFIC SIGNAL EQUIPMENT AND APPURTENANCES. ALL PULL BOXES SHALL BE NO. 5, UNLESS NOTED OlHERWISE. WITH DETECTOR LOOPS SHALL BE 6' DIAMETER (TYPE "E") WITH 10' SPACING IN THE DIRECTION OF TRAVEL DETECTOR LOOPS SHALL EXTEND 1' INTO CROSSWALK OR LIMIT LINE, UNLESS NOTED OTHERWISE. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS LOOPS. LOOPS SHALL BE SEALED WITH HOT MELT SEALANT. lHE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. VEHICLE HEADS SHALL BE 12" LED TYPE. THE HOUSING AND VISORS SHALL BE METAL. PLASTIC BACKPLATES ARE PERMITTED. PEDESTRIAN INDICATIONS SHALL BE TYPE "C" WITH LED's. 10. PULL BOXES SHALL NOT BE LOCATED IN OR WllHIN 1' OF ANY CURB ACCESS RAMP OR DRIVEWAY. CONSTRUCTION NOTES (THIS SHEET): OJ-EXISTING MUL TISONICS 820A 8-PHASE CONTROLLER ASSEMBLY IN A TYPE "p" CABINET WllH BATTERY BACKUP CABINET ATTACHED TO THE TYPE "p" CABINET. MODIFY CABINET WIRING AS REQUIRED FOR NEW DETECTION AND EQUIPMENT AS SHOWN. CABINET MODIFICATION SHALL BE COMPLETED BY lHE MANUFACTURER. [D--EXISTING TYPE II SERVICE. 0-FURNISH AND INSTALL SIGN AS NOTED. @-RELOCATE EXISTING SIGNAL HEAD TO NEW LOCATION AS SHOWN. 1-06 \ ' / /I 1--------1 ~ ~-1 -06 ::: li JI •. --· ---·-r-__ -t+-;, AB 2 LOOPS 1-06 C - ----____ j - ' -I I , \ I J "' ~'-+-_-__ -__ +_-___ -__ -_~-~_=-~~-+1 ·-• ___ ---1-·@] R96, R96A)2; r-,:-:--1 I --t·· _··· ~-t--·--:: --=-t--c,1------, . i • /4\ I, • -~-----l~fc]] 1-----<~-------~ - ,I . -¾®" \\ I • 3 3 LOOPS SC EXIST. 1.5"C, 1-DLC _J --/ -EXIST. C/G I ~ PROPOSED SIDEWALK/ I ,_ .--; " ( ·' / ,'> / / , ........ / </J7 0 / / I I ~XIST. C/G _ __,,-1 SAGE Hill SCHOOL IMPORTANT NOTICE SECTION 4216-4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE" WILL BE VALID FOR YOUR D!G ALERT ID NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. '''' .1 . .,~10 . . . . . .. ' ' I ct-EXIST EVP ¢2 I . -1---- N ------r--- ---.. -----t---,-., I I L - EXIST. C/G - EXIST. SERVICE POINT UNDERGROUND STRUCTURES ·- ALL UNDERGROUND UTILITIES OR STRUCTURES REPORtED BY IBE ~ER OR OlHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE lNOlCATED WITH THEIR APPROX!MAlt LOCATION AND EXTENT, 1HE OYmER BY ACCEPTING THESE PLANS OR PROCEEDING YUH IMPRO\'EMENTS PURSUANT 1HERETO AGREES TO ASSUME LIABILITY ANO TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THf EXISlENCE Of UNDERGROUND UTILITIES OR STRUCiUR(S NOT REPORTED TO TI-IE UNDERSGNED: NOT INDICA lED ON THE PUBLIC RECORDS EXAMJNED: THE CONTRACTOO IS R£QUIR£D TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR SlRUCTURES SHOWN ANO ANY OTHER UTILITIES OR smucnmrs FOUND AT Tl-IE SITE. IT SHALL B£ THE CONlRACTOR'S RESPONSIBILITY TO NOTIFY TiiE O'tNERS OF Tl-IE UTILITIES OR SlRUCTURES CONCERNED BEFORE STARTING WORK. ,· ' I ' - - - ', ' ' ' ' ' -~ DETAIL ' ' ' ' ' ,, A" POLE LOCATION E.C.R. EXACT LOCATION BY ENGINEER IN THE FIELD "' 0 m NO SCALE SIGNAL STANDARD PLACEMENT DETAIL RECORD DRAVvlNG SCALE 1'' = 20· 0 20 40 80 0 (/) Q. E Q. 0 "' '° 0 ....._ 0 N ....._ n 0 "' ,: u N 0 a, ~ n OJ :, m a, > 00 N N 0 '° 0 m z 0 0 ,::; :, 0 I 0 « 0 ./ 50 Q. a, C TS-2 5 -------.--------------------------------------------------------------------------------------1 □ PLAN PREPARED BY: ORTIZ ffll. DATE PLANNING ■ OESIGN ■ CONSTRUCTION 14725 ALTON PAfiKWAY IAV!NE. CALIFORNIA 92618-2027 FAX 949.4728122 • www.RBF.com DATE: 01 14 05 R.C.E. 57535 EXP. 12/31/05 APPROVED TRAFFIC ENGINEER R.C.E. NO. 22045 0 NEWPORT COAST DRIVE c:i ./ STREETIMPROVEMENTS ~ ~ TRAFFIC SIGNAL MODIFICATION PLAN 8 ~ DATE NEWPORT COAST DRIVE AT SAGE HILL 2 --------, ./ '==~-~~~---+------------~-------10 DESIGNED JAD DRAWN JAD CITY OF NEWPORT BEACH R-5865-S :g 1--------+-----1 >---------1 a. CHECKED CAO DATE 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 26 Of 52 -;;- 7'- \ \.J (j 0-- IJ' V -------------------G -----------------G ---------G 143 ,_____ ..._,_ - ---------------G - -- ---------------G -------------=: G ------ 2 " ,-----------wA ---------- ZO ::, <( Oo <( 0::: 0 JC/) .....I lJ z .....I <(__..'.l? G - 8" ss 1 CLAIMED 1 G EXIST R/W 6" WATER NEWPORT COAST DRIVE RECLAIMED WAJEH VAULT, 157+17.68 3 EXIST TRANSFORMER TO FUTURE METER r---------------------------, I -T ~ T----+-T---T , -tx. RW VAULT T----T,f-----T- l f(IJST w lr~ _EXIS[TqE-....--4=i---+ TV =-ADJUST-TDvGRADE CTV CTV C I '57+3t -ss- '-iii 1 1 EX BLOWOF'F' 'NDARY INSIDE NCCP RECONNECT m ----G ----ss-- cX STR UNc 1 3 15 G w D / le' AULT 8" RW IN 16" CASING {ZONE D) PROPOSED IRRIG CROSSOVER 1 45 NEWPORT COASSlTIDl~!-IIE_ 620 ..... __ ,,,.. XIST R/W~ PROPOSED IRRIG CROSSOVER HGL 117061 R 24" DOMESTIC PROPOSED IRRIG CROSSOVER O" RE AIMED ATER { ONE G) D ) HGL T DRIVE ~E'=X~IS"-'T'=""SBccC=Pc;'ED"cE;e;;S=aTc"AL=T;;cOc----=;----,46 2 SBC PULLBOX, SEE NOTE 7 2 44 SBC 17"X30"X24" PULL BOX ~nr,r,r,ry'VY-Y-YYY-Y-y-y-yyy'y'y'y(""'\,',r,.,.....,.;-,v-v-;::~"---' STA 163+71 DOMESTIC WATER VAULT, 159+39.69 ,---------------~--~-G---~--~----7 ---CTv~TIVAC -·rv1-----+~T.f -e~UNc =ov==--crv---cTv I cX TR/W ~ CCP L/Nc ('.] ('.] 28'X15' BOUNDARY INS/De NCCP. --i-: -~ i~w_, . r. 1 'AULT I ' • It) l: . I It) oti .. -.._ - RECONNECT cXISTP/Pc SCALE: 1"=10' I I ~ L-------------------------------~ 4/8 05 ADDED DETAIL FOR SIDEWALi<, ADJUSTED UTILITY NOTES Sec NOTE 4,5,6 PLAN PREPARED BY: 10 21 05 REVISED LOCATION OF IRRIGATION POINT OF CONNECTION F'LANNINO ■ DESION ■ CCJNSTRUCTICJN NO. llo\lE TRISHA C. KEITH No. 62490 E,p. 9 /30 /05 CIVIL " " a CONSULTING TRISHA C. KEITH 14725 ALTON PARKWAY IFMNE, CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.ABF.com DATE: D1/14/05 R.C.E NO. 62490 \ \ NOTES: 1. W UTILITY COMPANY IDENTIFIER {SEE TITLE SHEET FOR UTILITY CONTACT LIST). 2. SEE LANDSCAPE ELECTRICAL SHEETS E1.0, E1.1, E2.0, AND E2.1 FOR LANDSCAPE POINT OF CONNECTION INFORMATION. 3. CONNECT TO EXISTING 4" RW LATERAL. CONTRACTOR TO VERIFY LOCATION OF EXISTING 4" LATERAL. 4. CONTRACTOR TO COORDINATE SHUT DOWN OF SERVICE WITH IRWD AND OC INTEGRATED WASTE MANAGEMENT 5. CONTRACTOR TO VERIFY LOCATION AND SIZE OF EXISTING PIPING AND APPURTENANCES. 6. PIPE SIZE AND MATERIAL SHALL MATCH EXISTING. 7. INSTALL SBC CONDUIT 2 FEET BEHIND CURB FACE FOR FUTURE USE. 8. CONTRACTOR TO COORDINATE WITH IRWD AND TOM HALTER AT GAS RECOVERY SYSTEMS AT {949) 721-4151 TO MINIMIZE DISRUPTION OF SERVICE DURING RELOCATION OF THE BACKFLOW PREVENTER. IT IS RECOMMENDED THAT PARTS ARE ASSEMBLED AND ON-SITE PRIOR TO SHUT DOWN OF SERVICE. MAXIMUM SHUT DOWN TIME IS 4 HOURS. CONSTRUCTION NOTES 0-PROTECT IN PLACE @-FURNISH AND INSTALL ELECTRIC METER PEDESTAL PER EDISON REQUIREMENTS @-ADJUST EXISTING PULLBOX TO GRADE @-ADJUST EXISTING VAULT TO GRADE @--ADJUST EXISTING MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-111-L @-FURNISH AND INSTALL SBC PULLBOX ®-ADJUST EXISTING VALVE CAP TO GRADE @-FURNISH AND INSTALL 3" CONDUIT PER SBC REQUIREMENTS @-FURNISH AND INSTALL 2" RECYCLED WATER SERVICE PER IRWD STD PLAN W-2 @--ADJUST EXISTING CATHODIC PROTECTION TEST STATION TO GRADE @-RELOCATE EXISTING 4" BACKFLOW PREVENTER BEHIND SIDEWALK AS SHOWN IN THE DETAIL HEREON, PER IRWD STD PLAN W-16 @-RELOCATE EXISTING AIR VAC BEHIND SIDEWALK PER IRWD STD PLAN W-10 @--ADJUST EXISTING AIR VAC TO GRADE @-REMOVE EXISTING ABOVE-GROUND PORTIONS OF 4" PIPING AND ECONNECT TO EXISTING Pl & REMOV!e EXISTI~IG v.~UbT, 4'' PIPl~IG, A~m .O.PPURTE~IA~IGe!.. SALVAGE METER AND VALVES TO IRWD @= l~J£TALL 1.£Ab1LT A~IQ 1" MEl=ER BEi IIND SJDEW,•\LI( ,o,s 81 IOW~J l~I Tl IE DETAIL I IEREOt~, PER IRWD Sffi PLAtd W 17 99 RELOCATE AND RECONNEC E I IN FLOW TRANSMIT PER IRWD ELECTRICAL AND INSTRUMENTATION SPECIFICATIONS NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D.#------- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D.# FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION SIGNED ____________ DATE _____ _ IRVINE RANCH WATER DISTRICT APPROVAL OF ____________ FACILITIES APPROVED BY DATE SUPERVISED BY DATE REVIEWED BY DATE RE.CORD DRAWING ' -. . \ ·-.;. IRWD CODE 4118 U-1 NEWPORT COAST DRIVE STREET IMPROVEMENTS UTILITY PLAN STA 146+00 TO 164+00 TK DRAWN wr CITY OF NEWPORT BEACH R-5865-S 1-----+------t DATE 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 27DF 52 DESIGNED CHECKED u (/) 0.. E Q. N 0 ... tO 0 " 0 N " n 0 "' " "O -0 -:, n OJ -n / "' -:, m "' ? OJ N N 0 tO 0 m z 0 0 / -:, 0 I 0 <( 0 / ~ 0.. "' C 0 L f-/ 0 0 <( 0 / n OJ -n 0 -0 -/ 0 -D "O Q. / I 0 lj ~ N JC- \ \V' ! c::f. 0---V' I \f', 0 L - ' I > ;) • }!!!!!!!!!!!m=- PROPOSED IRRIG CROSSOVER SBC PULLBOX TO FUTURE CONTROLLER, SEE NOTE 7 FUTURE IRRIGATION CONTROLLER APPROX STA 167+01 SEE LANDSCAPE PLANS PROPOSED IRRIG CROSSOVER SEE IRRIGATION PLAN 3 41 TRAFFIC SIGNAL SCALE 1" = 40' 40 80 120 I 12" DOMESTIC WATER _J _J I w C) <((/) (/) PR POSED IRRIG CROSSOVER PROPOSED IRRIG CROSSOVER YE re_ T T 20592 (IM) NEWPORT COAST DRIVE 40 3 3 41 TRAFFIC SIGNAL 1 3 EXIST TRANSFORMER TO 3 EXIST R/W 20 FUTURE METER PEDESTAL 3 41 TRAFFIC SIGNAL 1 90 SEE NOTE 3 ~" >-(/) TRAFFIC CONTROL BOX a:::: (/) WW >u ouo U<C<C w 0 a:::: f-a:::: NEWPORT COAST DRIVE z (/) <( <( _J C) 0.. PROPOSED IRRIG CROSSOVER EXIST R/W~-------t-- RWr-+---+---'t----'\-----"c-------"--/ ESTIC E E ELEC VAULT _, PROPOSED IRRIG CROSSOVER 1 6" RECLAIMED NEWPORT COAST DRIVE ~ W~R "-ill TELEPHONE NO. DAlE PROPOSED IRRIG CROSSOVER KEITH 62490 p. 9/30/0 CIVIL I --7 ftC VAU[I 1 3 J EXIST CALTRANS R/W PLAN PREPARED BY: PLANNIN13 ■ DES113N ■ C□NSTRUCTl □N a a a CONSULTING TRISHA C. KEITH 14725 ALTON PARKWAY flVINE, CAUFOANIA 92618-2027 949.472.3505 FAX 949.472.8122 • wwwRBF.com DATE: D1/14/05 R.C.E NO. 62490 NOTES: 1. [I) UTILITY COMPANY IDENTIFIER (SEE TITLE SHEET FOR UTILITY CONTACT LIST). 2. SEE LANDSCAPE ELECTRICAL SHEETS E1.0, E1 .1, E2.0, AND E2.1 FOR LANDSCAPE POINT OF CONNECTION INFORMATION. 3. CONNECT TO EXISTING 4" RW LATERAL CONTRACTOR TO VERIFY LOCATION OF EXISTING 4" LATERAL. 4. CONTRACTOR TO COORDINATE SHUT DOWN OF SERVICE WITH IRWD AND OC INTEGRATED WASTE MANAGEMENT 5. CONTRACTOR TO VERIFY LOCATION AND SIZE OF EXISTING PIPING AND APPURTENANCES. 6. PIPE SIZE SHALL MATCH EXISTING. 7. INSTALL SBC CONDUIT 2 FEET BEHIND CURB FACE FOR FUTURE USE. CONSTRUCTION NOTES 0-PROTECT IN PLACE @-FURNISH AND INSTALL ELECTRIC METER PEDESTAL PER EDISON REQUIREMENTS ®-ADJUST EXISTING PULLBOX TO GRADE @-ADJUST EXISTING VAULT TO GRADE ~ ADJUST EXISTING MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-111-L @-ADJUST EXISTING VALVE CAP TO GRADE @-FURNISH AND INSTALL 3" CONDUIT PER SBC REQUIREMENTS ®-FURNISH AND INSTALL 2" RECYCLED WATER SERVICE PER IRWD STD PLAN W-2 @-ADJUST EXISTING AIR VAC TO GRADE NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D.#------- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D.# FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION SIGNED DATE RECORD DRAWING IRWD CODE 4118 U-2 NEWPORT COAST DRIVE STREET IMPROVEMENTS UTILITY PLAN ST A 164+00 TO 184+00 TK DRAWN wr CITY OF NEWPORT BEACH R-5865-S '-===::---'"-+,,-,-::,----''-'--I DESIGNED CHECKED DATE 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 280!' 52 u (/) D. E Q_ n 0 .;,: lO 0 '-0 N '-n 0 en -v "' 0' u N 0 N ~ :, n ~ llJ -n / I' <n ~ :, [D <n <( / <XJ N N 0 lO 0 [D z 0 u ,::: :, 0 I 0 <( u / 3: D. "' C a L / 0 0 <( u / n llJ n 0 -0 -/ a -a u Q_ / I 0 I t I 12" DOMESTIC 1 WATER (0 SCALE 1" = 40' 40 80 ------------ 43 1 1 8" SEWER 120 ----- ----- EXIST CALTRANS R/W r L-. 'F·1 I '."<::fl\II:,( .,·"Y ,. :::, '• ...:..~= _--:_, -78" AP :'.~ --~--:.:_ '• EXIST CAL TRANS R/W -- NEWPORT COAST DRIVE / NO. DA1£ ----- l I - -1----- AP ---- 30" RECLAIMED 1 WATER J AP INLET 202 =-- 18" AP 203 PLAN PREPARED BY: CONSULTING TRISHA C. KEITH 42 3 204 ----,r-- - PLANNING ■ DESIGN ■ CONSTRUCTION 14725 ALTON PAAKWAY IAVINE, CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.R8F.com DATE: 01/14/05 R.C.E NO. 62490 NOTES: 1. II] UTILITY COMPANY IDENTIFIER (SEE TITLE SHEET FOR UTILITY CONTACT LIST). 2. SEE LANDSCAPE ELECTRICAL SHEETS E1.0, E1.1, E2.0, AND E2.1 FOR LANDSCAPE POINT OF CONNECTION INFORMATION. 3. CONNECT TO EXISTING 4" RW LATERAL. CONTRACTOR TO VERIFY LOCATION OF EXISTING 4" LATERAL. 4. CONTRACTOR TO COORDINATE SHUT DOWN OF SERVICE WITH IRWD AND OC INTEGRATED WASTE MANAGEMENT 5. CONTRACTOR TO VERIFY LOCATION AND SIZE OF EXISTING PIPING AND APPURTENANCES. 6. PIPE SIZE SHALL MATCH EXISTING. 7. INSTALL SBC CONDUIT 2 FEET BEHIND CURB FACE FOR FUTURE USE. CONSTRUCTION NOTES 0--PROTECT IN PLACE @---ADJUST EXISTING VAULT TO GRADE @-ADJUST EXISTING MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD-111-L @--ADJUST EXISTING VALVE CAP TO GRADE NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D.#------- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D.# FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION SIGNED DATE _____ _ RECORD DRAWING IRWD CODE 4118 U-3 NEWPORT COAST DRIVE STREET IMPROVEMENTS UTILITY PLAN ST A 184+00 TO 203+00 DESIGNED TK DRAWN wr CITY OF NEWPORT BEACH R-5865-S l--=~-"-'-l~~--=---1 CHECKED DATE 01 14 05 PUBLIC WORKS DEPARTMENT SHEET 290r 52 \ I (j' u (11 (L E CL L{] 0 .;,: <D 0 " 0 N " "' -.;:) 0 "' v i< "' ~ "' 0 ~ -< ;:, "' co CJ\ "' / ~ "" -;:, (D "' 5 co N N 0 <D 0 (D z 0 u / -;:, 0 I 0 <( u / "" (L "' C Cl ~ / 0 0 <( 0 / "' co -"' 0 0 / 0 -0 "' CL / I INDEX OF DRAWINGS l-1 lP-4 lP-5 lP-6 LP-1 lP-8 ~ IE tO E t1 E 2.0 E 21 NOTTO SCALE INDEX OF DRAWINGS, INDEX MAP VICINITY MAP, GENERAL NOTES, NOTIFICATION AND APPROVALS TRANSPORTATION CORRIDOR 73 -----PROJECT LOCATION 0 1- (J) ci VISTA ?-\'0G~ U,-__ _.,,,. ROAD I;;, SIDNEY BAY D • \J.. a• W, &'. ~ 0 "' ALL AREAS SHOWN ON PLANS ARE TO BE MAINTAINED BY THE CITY OF NEWPORT BEACH. 1. THE DEVELOPER SHALL TELEPHONE THE CITY OF NEWPORT BEACH, AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. 2. ALL LANDSCAPING AND IRRIGATION WORK SHALL CONFORM TO THE CITY OF NEWPORT BEACH STANDARD PLANS (CURRENT EDITION) AND THESE PLANS. IN CASE OF CONFLICT, THE STANDARD PLANS SHALL PREVAIL. 3. ALL TREES WITHIN 5' OF PAVING SHALL. BE PLANTED WITH AN AGENCY APPROVED ROOT BARRIER 4. THE TRACT WILL NOT BE RELEASED BY THE GRADING SECTION FOR USE AND OCCUPANCY UNTIL THE PL.ANTING ON THE SLOPE HAS SUFFICIENTLY GROWN TO ESTABLISH EROSION CONTROL. 5. ENCROACHMENT PERMIT NO. __ N_/_A ______ ~ APPROVED PLANS DO NOT RELIEVE CONTRACTOR/ DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN PUBLIC RIGHT OF WAY. MAP AGENCY O\l'JNER IRVINE COMMUNITY DEVELOPMENT COMPANY CONSULTANTS LANDSCAPE ARCHITECT: HRP LAl~DESIGN CIVIL ENGINEER: RBF CONSULTING ELECTRICAL ENGINEER: DW CONSULTANTS UTILITIES RGI CONSULTANTS UTILITY COMPANIES SO. CAL. EDISON SO. CAL. GAS COMPANY IRVINE RANCH WATER DISTRICT PACIFIC BELL UNDERGROUND SER~CE ALERT CONTACT PERSON ROBERTA MARSHALL KURT BUXTON GARY WARKENTIN MIKE DE MELLO BRIAN GREGORY LAGUNA BEACH COUNTY WATER DISTRICT • • ' WATER EFFICIENT LANDSCAPE ORDINANCE PHONE (949) 720-2000 (714) 557-5852 (949) 472-3505 (714) 432-1343 (909) 279-7900 (714) 895-0246 (714) 364-2170 (949) 453-5300 (714) 259-4460 1-(800) 422-41-33 (949) 494-1000 Lt-6 LP-6 IRVINE RANCH WATER DISTRICT . 0 NOT TO SCALE ~ ~ .J :) Cl) z 0 () 'Cl) z 0 Cl) > w a: I-0 w --:, 0 a: a.. ~fM!ltATti:m~~lu..tt'" PPtCJTI" °"' ~~ CM/Q$JO I.() 0 ......... !::, !::, !::, !::, >-C, z ~ z -:le z w 0 ~ 0 Q -I I-3: a: z rJ) w w ~ :I @. > g -:S @: ill 0 :! > ::c w t5 :r. Q -r: <( ::> 0 St ~ :, 0 0 :I --i, :JE ~ ~ tx: 0 0 (I) 0 0.. w z s: -w 6: z - (I) 2 :s Q. t-z w :i: Cl. 0 -I w > w 0 w !le 0 Cf) Q z :s .I :$ z ~ II. ::i "" 0 :t:' ~ lli! ~ 0 ll.. 3s: l!J z II. 0 t 0 :r: :r:' (") v,,o 00 r- ......... ,-,::, w ::> (J) (J) -z 0 -I-() ::> cc I-(J) z 0 () ......... I.() ~ >-;:;, >-CDru ...J coo'-.A' Z wru "I. :.: ~ 1- <(s: W(.) WI-1-n" 'i ,· NOTIFICATION OF COMPLIANCE Q: :I: <( - ,?•, ~ n . '<. REQUIRED OF IRRIGATION CONTRACTORS Cl(.) ~ ; :·,· ~~"· ·:; THE IRRIGATION CONTRACTOR IS REQUIRED ..... :.:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.:.-:.:.::-tll .,, ll!ilj~~ ;,.. TO FULLY COMPLY WITH THE IRRIGATION r=::========::==i! "-\ (( c::cc,: 'j •• PLANS DURING INSTALLATION OF THE _.J • . ' IRRIGATION SYSTEM. ALL FIELD CHANGES r I"\ • SHALL BE BROUGHT TO THE ATTENTION OF VI.I :f JOB NO. A4854 PROVIDE 60 DAY PLANT ESTABLISHMENT PERIOD FOLLOWED BY A 90 DAY MAINTENANCE PERIOD PRIOR TO TURNOVER TO CITY OF NEWPORT BEACH. §, DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG THE LANDSCAPE ARCHITECT/LANDSCAPE IRRIGATION AUDITOR. ANY WORK NOT INSTALLED IN STRICT >-CONFORMANCE WITH THE LANDSCAPE IRRIGATION AUDITORS il REQUIREMENTS SHALL BE REMOVED AND REINSTALLED AT THE () CONTRACTORS EXPENSE. THE CONTRACTOR AND OWNER SHALL z REFER TO THE IRRIGATION NOTES SHEET FOR IRRIGATION ! CONTRACTOR'S WORK RESPONSIBILITIES AND THE LANDSCAPE W REVIE\\l'D SHEET NEWPORT COAST DRIVE lREES WIDENING L 1 DANT "" DATE SAN JOAQUIN HILLS TO SR 73 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA •, ARCHITECT'S REQUIRED FIELD OBSERVATION SCHEDULE. ffiil :lli~~~-·~"'i:'~;,c:'i. , c ;&{'ES;';,s',;ftWt:Z1€,tii/i.'" ji$'.",¢.,«:"-'**",½,!;.:004%:, ~--,. " ---, ";-,@, ,, "-a ;,><)~ ~"-' -·""•---• _;_: -,~':-"'·'-";;;,"' <, C,{'Af ?et.~• ·-~-"=-.-•Y' » 1 -~-,~}JR\--," o>, -.. <c-• <>'' .,,,,.( Jt, , .!¾:'.'· -,~-~,._'..2,0;_,. 13:~J\0ii'/¥¾', , ·;,,;,_ ., ,,, "'"'~-·,, ';,t"'icc,-.:,J};c_}-~~ <.!:> . DESIGNED DRA~N CITY OF NEWPORT BEACH 30 OF 52 CHECKED DATE SltEET • PUBLIC WORKS DEPARTMENT '-----------------------------------------------------------------------------------...1---_J._---L------'----L---__J"-:.-:.-:.-:.-:.-:.-:.-:.-:.-:.::.-:.-:.-:.-:.-:.-:.~ ~< l -0 e,P \N -£::. ~ ' -' --- PIPE SIZING LEGEND PVC PIPE SCH 40 UVA -PVC A 1/2' 5GPM J 1/2' 4 "'PM B 3/1+' 10 GPM K 3/4' 7GPM C 1' 15 GPM L 1' 10 GPM D 11/4' 25GPM M 11/4" 20GPM E 11/2' 35GPM N 11/2' 30 GPM F 2' 50 GPM 0 2' 50GPM G 2 1/2' 65GPM p 21/2' 65 GPM H 3' 100 GPM Q 3• 100 GPM I 4' 180 Gf'M R 4' 180 GPM IRVINE RANCH WATER DISTRICT L/C NOTE 1: THE IRRIGATION CONTRACTOR SHALL FLUSH AND, ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZLE AND/OR PRESSURE COMPENSATING SCREEN TO FIT EXISTING SITE CONDITIONS. L/C NOTE 2: ASSURE THAT NO "RECYCLED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES. THIS INCLUDES ANY GATED ENTRIES TO HOMES, BACK YARDS OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. CHECK VALVE NOTES ELECTRIC METER ADDRESS WATER METER ADDRESS 20810 NEWPORT COAST DRIVE XXXX NEWPOfff COAST DRIVE P.O.C. SYSTEM #1 CONT. 1 RECLAIMED WATER WATER METER rm PRESSURE REGULA TOR Q CIVIL STATION NUMBER 149+72 APPROXIMATE LOCATION OF 1 WILKINS 510 -2' WATER METER ADDRESS-20810 NEWPORT COAST DRIVE PRESSURE REGULATOR(S) PER THE IRRIGATION LEGEND. HYDRAULIC GRADE LINE 750 FEET SET PRESSURE REGULATOR(S). IN THE FIELD. STATIC WATER PRESSURE AT METER -56 PSI CONT. 1 SET AT 75 PSI. WATER METER SIZE 11/2 INCH MASTER VALVE 1B WATER METER SERVICE SIZE 2 INCH DESIGN WATER PRESSURE 75 PSI APPROXIMATE LOCATION OF 1 GRISWOLD 2000 SERIES MAXIMUM DESIGN FLOW 50 GPM 2' MASTER VALVE(S) PER THE IRRIGATION LEGEND. IRRIGATED AREA PER METER 53,900 SF. BASKET STRAINER ® EST. WATER USE 2.1 AC.FT/YR THE CONTRACTOR SHALL VERIFY THE METER SIZE, APPROXIMATE LOCATION OF 1 HAYWARD 'l LOCATION, AND STATIC WATER PRESSURE PRIOR BASKET STRAINER(S) MODEL #72 SS WITH 40 MESH TO PERFORMING ANY IRRIGATION WORK UNDER STAINLESS STEEL SCREEN. THIS CONTRACT. (Ml'::TE:'.R PROVIDED EJY t;.;ONTRAQTOR) FLOW METER IT] CONTROLLER -1-42 STATION CONTROLLER APPROXIMATE LOCATION OF 1 RAINMASTER 1V4' BRASS APPROXIMATE LOCATION OF 1 RAINMASTER DX2 FLOW SENSOR(S) PER THE IRRIGATION LEGEND. SERIES CONTROLLER(S) AND ELECTRICAL SERVICE TELEPHONE SERVICE © (BY CONTRACTOR). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE ELECTRICAL P.O.C. AND TELEPHONE SERVICE PROVIDED BY CONTRACTOR. STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL TELEPHONE CONDUIT W/ PULL ROPE TO IRRIGATION IN THE FIELD BY THE OWNER. INSTALL CONT. IN A CONTROLLER CABINET FOR FUTURE USE. STAINLESS STEEL CONTROLLER ENCLOSURE. MODEL # HS16-SDX42S-HSDX-03-HSOX-RF-HSEV-RADIO-F-HSEV-ANT-FD * IN ACCORDANCE WITH LRWD, STANDARDS. THIS METER FOR 1 CONTROLLER(S) PER THE IRRIGATION LEGEND. (RADIO FREQUENCY TX: 458.9125 RX: 458.9125) IS NOT LOOPED WITH ANY OTHER SYSTEM •CERTIFICATION NOTE: GAIN INSTALLATION CERTIFICATION OF THE CONTROLLER, MASTER VALVE, AND FLOW METER FROM HYDROSCAPE AND RAINMASTER PRIOR TO START OF ESTABLISHING MAINTENANCE. PROVIDE HRP LANDESIGN WITH A WRITTEN COPY OF INSTALLATION CERTIFICATION. CONTACT RICK BATES FROM HYDROSCAPE AT (949) 500-1122, STATION LEGEND STA; VALVE: --+--CONTROLLER & STATION ---.--VALVE SIZE IN INCHES G .. M: FLOW N LLONS PER MltWT[ Ci) \ \ SLEEVE SIZING LEGEN[f PIPE SIZE SLEEVE SIZE 3/4' 2" CLASS 3:15 1 • 11/2' 3' CLASS 315 2' 4' CLASS 316 2 1/2' '- 3' ~200 4• ........,...____ l--__:_--t--2:::,--:C:-:-LA-:--=-SS::-:::316-:=-----.-""il-J... .. __ WIRE 4• CLASS 315 -----...... MAINLINE NOTE: --... "---..__ CONTRACTOR SHALL LOCATE MAINl FIRST AND SECOND ROW OF SHRUBS ETWEEN LIBB.---- REPAIR AC ROAD A5 NEC-ESSARY TO INSTALL IRRIGATION Ji'llRE AND INSTALL. IRRl6ATION MAINLINE AT FRONT OF 51D!:r'IALK, REPAIR AND REPLACE EXISTINIS> MAINLINE. IRRIGATIO_!s DA'"1AGED __ t::>URING .G9.t:-\§I_R.1,)<:'.'.-TION. II I 1111 IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT l'RIOR TO INSTALLATION 1. VALVE LOCATIONS; - A. VALVE BOXE~HALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE RCHITECT. B. PARKWAY LtCATION : LOCATE VALVE AND QUICK COUPLER q PROPERTY LINE / COORDINATE LOCATION f"'ITH LANDSCAPE ARCHITECT ... 2. VALVE WIREiS / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES fcF A DIFFERENT COLOR TO EACH END OF IRRIGA~ON MAINLINE RUN, TYPICAL. \ B. THE , NTRACTOR SHALL INSTALL THE NUMBER OF •. VALVc/ WIRES FOR OPEN STATIONS TO THE ENDS OF I EACI{ IRRIGATION MAINLINE RUN. ' I EXAMPLE: 32 STATION CONTROLLER WITH 30 \I VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4JXTRA TO THE END or· IR,RIGATION MAINLINE RUNS. ' ' C. A L VALVE WIRES SHALL BE COLOR CODED WITH )J ' liLL TAG LINES OF D1FFEl,ENT COLORS. 3. BflLDING/HARDSCAPE - FROM BUILDINGS, / LOCATE ALL HEADS 12 INCHES WALLS AND FENCES TYP. 4./SLEEVES IN THE STREET - FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT / THE CONTRACTORS SHALL AS-BUILT THE STATION # / RECORD PLANS PIPE SIZING NOTES 1. ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. ,3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1/2" SIZED PIPE IS ALSO 1/2". 4.\..LL UNSIZED RUNS OF LAT_ ERAL LINE PIPE SERVING,, THRE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2 F~V'l LINE NOTE: REF~ TO C-IVIL ENGINEERS PLANS \ FOR GRADING DETAILS. l, C C'\I I - STA: / 1-1 VALVE: 11/2 G.P.M: 25 INDEX MAP APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY SCALE 1" = 20'-0" WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER (IRWD) . DISTRICT F"ACILlTIES MUST BE APPLIED F"OR ANO/OR APPROVED THROUGH . THE IRVINE RANCH WATER DISTRICT DEVELOPMENT SERVICES GROUP. F'OR SPEC!f"IC REQUfRE:MtNTS fOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK N0._.,,.....~>£4,:,e_ ___ _ ONSITE APPROV~--00:oe•DATr 7/1~ 0 1 2 l,.u I I 1 1 1 l I (I) 1-z ~ :) (/) z 0 0 Cl) z 0 Cl) ifi a: I-0 w J 0 0:: 0.. >- ~ a. :e 8 I-z w :e 0.. 0 ..J w > ~ ~ , ' z :::> I 0 0 ~ -~ - C, z -z w Q i w > -a: Q I- ~ 0 0 ~ 0 0. ~ w z z <( _j O,_ z 0 - ~ (!) -0: 0: Oy.tlECT ~ ~ ...._0 " "" (I) ~ i a. !z g w l ~ g -::c w l: > w 8 Q w <( a. 0 c( -'I! 0 ~ rn Q u, ~ ~ !;;: t; @ ~ a. * bJ~ ~ ¾. i •4 ~ ii iJj; O a! I! : ~! 0 'i 4. ii Is > 1," Jl b 0 =_,.,, -,:-~ 'Z!s,e3t1 • :!i z a:: 0 IL ::i ~ ::c ~ m Ii: i f5 z IL 0 ~ ! ~ "' ~ ;: w :::, (I) ~ ~ I-' ~ 0 ID 0 ;,!; '<I' ~ ;::;: ~ ~ "' w w i jg -i ffi ~ (I) 0.. _j 0.. sj" LJ LJ 0 ~ ..... a, ~ ~ Cl ' UJ 0) z 0 I ~ ~ JOB NO. A4854 SHEET· l I -1 IRWD PC# 2043 31 OF 52 AS-BUILT LO 0 -.. co ~ ,-- 0 '···-···--___..- ...-:::··-·--· ,....---...... ·, .. -''. LU :::::, Cf') Cf) -z 0 -l-o :::::, 0: I- C/') z 0 0 ....J <( I-I 2 en :::::, Cf) >-0 z w (9 <( 1' I ;V 0: o' V1 I V B B ,- 1 - C C B B C B STA: 1-23 STA: 1-24 -____ VALVE: 11/2 VALVE: 11/2 G:P-:M7"-38--G:P-:M:--31:l e e B ·--·- 0 B 0 A C 0 STA: 1-25 VALVE: 1 V2 G.P.M: 30 STA: 1-26 VALVE: 11/2 G.P.M: 30 C -f.\ I-. ----♦--. G -·· --. -- . - -. - - . - - . --. --·--·--·-·--·--·--·--·--·----·--·--·-ttrr, G I G i { . . . ' ; •'·f G ; I ,I' G ....J NEWPORT COAST DRIVE FLOV'l LINE NOTE: REFER TO CIVIL ENG>INEER5 FLAN5 FOR GRADING DETAILS. • a: w ;: B -·---------1 STA: 1-27 VALVE: 11/2 G.P.M: 30 \ ·- STA: 1-28 VALVE: 11/2 G.P.M: 30 -·--------------=----- ·------ CHECK VALVE NOTES NOT SHOWN ON PLANS. INSTALL IN FIELD. STA; 1-17 VALVE: 11/4 G.P.M: 24 PROVIDE UVR SPRING CHECK VALVES IN LINE FOR ALL HEADS OVER 30' BELOW MAINLINE. PROVIDE UVR SWING CHECK VALVES IN LINE HEADS OVE 30' ABOVE MAINLINE. FOR ALL STREET SLEEVES NiTES : ' STA: 149 VALVE: 11/2 G.P. I 25 STA: 1-161 VALVE: 11/41 G.P.M: 24 ALL SLEEVES SHOWN IN THE STREET ARE EXISTING PER CIVIL ENGINEERS STREET IMPROVEMENT PLANS. ,/' • -__ ,:__· ...... ~~--·-- STA: 1-30 VALVE: 11/2 G.P.M: 25 B A -------,,___ -------- ,.. &..-:=-d~ ·-\~~~~= • (; . MAINLINE NOTE: CONTRACTOR SHALL LOCATE MAINLINE/VALVES BETWEEN FIRST AND SECOND ROW OF SHRUBS FROM CURB. STA: 1-14 VALVE: 11/4 G.P.M: 21 en -+'• --j C') OJ .L. ~.]l,,~;-aa .. ~~-a!J=--=·-S::· =-='""~====· -=1'cs:""'"A""·-~-~:l~B -FJ ~======-"'==·c=:i~=-=-c~~==l===~='i~-~-:.~--~~~-·-·s---= A~·---e'-o-1----/~i------~--=---Aj-1-·s-. _j ___ -,1._ -· ... -!3-..-e-f-•, -·----··. =;i·--· .....-: -,-· ·--~ .. --,---·-• ... -··/--·-·-, SLEEVE SIZING L:EGEl<i!Y 1. CONTRACTOR TO INSTALL SPRAYHEADS SIX (6") INCHES FROM BACK OF CURB/WALK. 1YPICAL. 2. CONTRACTOR SHALL ADJUST APPROPRIATE NOZZLE SIZE IN VARIOUS LOCATIONS WHERE SHRUB AREA INCREASES IN SIZE, 1YPICAL. 3. CONTRACTOR TO NOTE NOZZLE SIZES AND GPM ON AS-BUILT PLANS AND CONTROLLER CHARTS. PIPE SIZE 3/4' 1' 11/4' 11/2' 2' 2 1/2' 3' 4' WIRE SLEEVE SIZE 2' CLASS 315 3' CLASS 315 4' CLASS 315 6' CLASS 200 2' CLASS 315 4' CLASS 315 SLEEVING NOTES / KEY PIPE SIZING LEGEND ·1 S2 PIPE SIZING INDICATOR. SLEEVE L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES • --PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PVC PIPE A 1/2' 5 GPM B 3/4' 10 GPM C f 16 GPM D 11/4' 25 GPM E 11/2' 35GPM F 2' 50GPM G 2 1/2' 65 GPM H 3' 100 GPM I 4' 180 GPM SCH 40 UVR • PVC J 1/2' 4GPM K 3/4' 7GPM L 1' 10 GPM M 11/4' 20GPM N 11/2' 30GPM 0 2' 50 GPM p 2 1/2' 65 GPM Q 3' 100 GPM R 4' 180 GPM IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. B. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPER1Y LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES OF A DIFFERENT COLOR TO EACH END OF IRRIGATION MAINLINE RUN, TfPICAL. B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. C. ALL VALVE WIRES SHALL BE COLOR CODED WITH ALL TAG LINES OF DIFFERENT COLORS. 3. BUILDING/HARDSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES 1YP. 4, SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS PIPE SIZING NOTES 1. ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1/2" IRVINE RANCH WATER DISTRICT L/C NOTE 1: THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZLE AND/OR PRESSURE COMPENSATING SCREEN TO FIT EXISTING SITE CONDITIONS .• L/C NOTE 2: ASSURE THAT NO "RECYCLED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES. THIS INCLUDES ANY GATED ENTRIES TO HOMES, YARDS OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. BACK B A G ----· --- STA: 1-31 VALVE: 11/2 G.P.M: 26 "' B ~' ------- STA: 1-32 VALVE: 11/2 G.P.M: 25 0 ....J W--6.s UJ Cl)~ w Z7' -· ....J ::r: () -. 0) N ~ C) u, r- ....,i --, 0 OJ . i. .J ,; OJ C") I - B APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS ANO ALL CONNECTIONS TO 1RVJNE RANCH WATER (l~WO) • DISTRICT FACILITIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH . THE IRVINE RANCH WATER DISTRICT DEVELOPMENT SERVICE'S GROUP. FOR SP£CJFrC REQUIREMENTS F"OR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK NO. 2043 ONSITE APPRov~l)~oATE 7/1~ INDEX MAP SCALE 1" = 20'-0" 0 1 2 I I I j I I l:1,1'-------,[ ~ z i :...J :::> en z 0 (.) I-@ ..., 0 0: a.. z C'\I (.) I I Lt') 00 vi !'° Lt') LU i ~ I ,.... 0 ~j ~~ Lt') LO z "il!l i ,;; ~ <! ~ .. ~! ,- --1 ! ijig t::. " ~ O::z: ::Et..l ffi 1-~m (/) of,'.? i.... z o:r::~:.-1=:t;:;8 e ?; " ~i>tl? ?;:;t::o % % "'~ ... :!a-⇒..C: !<ie;eiie~§l:5 l';wi;;«=i;i 1!!""0;:~ cc3:-a. Oo ~ ti::U'lc,::Z~w ~w:z:o _ n.. V)::X:j c,;,'1'; 1!\1-0.. ~i..ta;.z 0 SC:oJ:' :Ei~~O"" . x<w!,w~5';;,~ w :r.::;c ... ~ z1-1-.-.,;!<wi!( C>~~ ~3= i= vi-zO«~ s ~~::H~lttci %0~1%:W-o_ :Suw i~a":9§ o..;ttltl.. ~~ g§::si!:r!5-c8t >-C, z f z -< :::E z (j) z UJ z 0 ~ j a: (.) 0 0 !z -cc 0. LI. s: (/) I-~ w w e z :::E LIJ ::c' 0. > l g if ~ ~ 0 w 0 ..I ..I Ill ~ :f w Ii: ~ z Gj -0 i :::, Q 1 g w a. 0 c3 z .., LI. :::E I-:i 15 0 ~ a: J: 0 "' z (.) Q. :s 0 w ~ z -w ~ :z ~ ~ --0 00 z ~ § <( LU => V, ....I w V, ~ -a.. C/J i-= ::, ~ !2 C/J z Cl z In 0 0 co 0 ~ ~ I -I-<( 0 a: 0 (¥) C, c.. ~ UJ UJ -=> a: i C/J !2 a: ffi b -z ! LU ~ 0,,,_1"1ECT * o_ ½,11 (./) ~ _j o_ <cl' w w D <!:' ,o ;\ ~i;;! >-" Q ?Ji "' 5 co (\J fu ... ig a:i ;Ii .. ~ m c) ! " 1.i I -i Is (") I D > "'o ,ll f::, w 0""6< (;-'?-~ :c '>'-Ls1a3l:! * Cl 0 Cl JOB NO. A4854 SHEET LI -2 IRWD PC# 2043 32 OF 52 AS-BUILT ll\ IL Q. <() ' .µ C) (\) \fl .. C: (\) "" G G IL D ~ ~ :,: () \) ~ :,: !L () J ~ D }-\-z J i' ~ :,: () z \) () \) lJj z ~ ~ J !L LO 0 .......__ cc ,-- ......... 5 w J Cl) Cl) - z 0 -I-0 ::, a: I- Cl) z 0 0 ......... Lt) =tl= ....I <( I-I--~ co :::> (J) >-0 z w CJ <( G \A) ~ V') (") B A I-. G. C\I I ....J w w (J) slLw sl!-~ ....J ~J: 0 I-<( 2 PARKWAY NOTE: \ -f. J SLEEVE LATERAL, TYPICAL. 1. CONTRACTOR TO INSTALL SPRAYHEAOS SIX (6") \\_ INCHES FROM BACK OF CURB/WALK, TYPICAL. 2. CONTRACTOR SHALL ADJUST APPROPRIATE NOZZLE -/. SIZE IN VARIOUS LOCATIONS WHERE SHRUB _l\RJ;!!,c· cc.cc"...::.._, 1\, INCREASES IN SIZE, TYPICAL. _____ .-::;::;::=·-________ ·-:,;::' , 3. CONTRACTOR TO NOTE NOZZLE SIZ&S-7'Ntl.-GP_M.:::.:::.i::;...-·---t· ON AS-BUILT PLANS AND CONTR~s,l;ER:='.GH71R'TS. "'• / -- ___. -,/ ,_./-/· _____ •• ..-•'] STA: 1•35 !5----.,,,.,..-___ / -"-:::--:.::. .. ------_ ~ VALVE: 11/4 VALVE: 11/4 VALVE: 11/2 VALVE: 11/2 \ \_L ~ --Ji • , STA: ---1-9;;' .. STA: 114 • ·t: ,_.r G.P.M: 20 G.P.M: 20 G.P.M: Z1 G.P,M: 27 ...-, \' / _ J_ ---__.,-.. ---Vt\l\/E: 11/4 VALVE;;j1,f,4' -• ·\i .. ,i ...... ----------G.P.M: 20 .. :/ 20 1' -----· ---------~--·- =-------~----~,=-----~ .. ---_-----~-------- PIPE SIZING NOTES 1. ALL PIPE SIZING CALLOUT$ ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" CHECK VALVE NOTES NOT SHOWN ON PLANS. INSTALL IN FIELD. @)1. PROVIDE UVR SPRING CHECK VALVES IN LINE FOR ALL HEADS OVER 30' BELOW MAINLINE. @12. PROVIDE UVR SWING CHECK VALVES IN LINE FOR ALL HEADS OVER 30' ABOVE MAINLINE. IRVINE RANCH WATER DISTRICT L/C NOTE 1: THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZLE AND/OR PRESSURE COMPENSATING SCREEN TO FIT EXISTING S!TE CONDITIONS. L/C NOTE 2: ASSURE THAT NO "RECYCLED WATER" IS INSTALLED PAST "PRIVATE PROPERTY'' LINES. THIS INCLUDES ANY GATED ENTRIES TO HOMES, BACK YARDS OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. SLEEVE SIZING LEGEND PIPE SIZE SLEEVE SIZE 3/4' 1' 2" CLASS 315 11/4' 11/2" 3' CLASS 315 2' 4' CLASS 315 2 1/2' 3" 6' CLASS 200 4' WIRE 2" CLASS 315 4' CLASS 315 IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED. BY LANDSCAPE ARCHITECT. B. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES OF A DIFFERENT COLOR TO EACH END OF IRRIGATION MAINLINE RUN, TYPICAL. B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. C. ALL VALVE WIRES SHALL BE COLOR CODED WITH ALL TAG LINES OF DIFFERENT COLORS. 3. BUILDING/HARDSCAPE - LOCATE .ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP. 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS ' j SLEEVING NOTES / KEY 1 S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES P.O.C. SYSTEM #2 CONT, 2 WATER METER rm CIVIL STATION NUMBER 167+4527 WATER METER ADDRESS -20692 NEWPORT COAST DRIVE HYDRAULIC GRADE LINE 750 FEET STATIC WATER PRESSURE AT METER ~ 82 PSl WATER METER SIZE 1 1/2 INCH WATER METER SERVICE SIZE 2 INCH DESIGN WATER PRESSURE 75 PSI MAXIMUM DESIGN FLOW 50 GPM IRRIGATED AREA PER METER 43,700 SF. EST. WATER USE t7 AC.FT/YR THE CONTRACTOR SHALL VERIFY THE METER SIZE, LOCATION, AND STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. (METER PROVIDED BY CONTRACTOR) CONTROLLER .. 1-42 STATION CONTROLLER APPROXIMATE LOCATION OF 1 RAINMASTER DX2 SERIES CONTROLLER(S) ANO ELECTRICAL SERVICE (BY CONTRACTOR). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE ELECTRICAL P.O.C. AND STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL IN THE FIELD BY THE OWNER. INSTALL CONT. IN A STAINLESS STEEL CONTROLLER ENCLOSURE. MODEL # HS18-SDX42S-HSDX--03-HSDX•HW FOR 1 CONTROLLERiS\ PER THE IRRIGATION LEGEND. •CERTIFICATION NOTE: STATION LEGEND r;S~TA;,-::=+-CONTROLLER & STATION VALVE: --+--VALVE SIZE IN INCHES G.P.M: ---.--FLOW IN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PIPE SCH 40 UVR -PVC A 1/2' 5 GPM J 1/2' 4GPM B 3/4' 10 GPM K 3/4' 7GPM C f 16 GPM L 1' 10 GPM D 11/4' GPM M 11/4' 20GPM E 11/2' 35 GPM N 11/2' 30 GPM F 2' 50 GPM 0 2' 50 GPM G 2 1/2" 65 GPM p 2 1/2' 65 GPM H 3• 100 GPM Q 3' 100 GPM I 4' 180 GPM R 4' 180 GPM RECLAIMED WATER PRESSURE REGULA TOR ~ APPROXIMATE LOCATION OF 1 WILKINS 510 • 2' PRESSURE REGULATOR(S) PER THE IRRIGATION LEGEND. SET PRESSURE REGULATOR(S) IN THE FIELD. CONT. 2 SET AT 75 PSI. MASTER VALVE 18 APPROXIMATE LOCATION OF 1 GRISWOLD 2000 SERIES 2' MASTER VALVE(S) PER THE IRRIGATION LEGEND. BASKET STRAINER ® APPROXIMATE LOCATION OF 1 HAYWARD 2' BASKET STRAINER(S) MODEL #72 SS WITH 40 STAINLESS STEEL SCREEN. MESH FLOW METER !TI APPROXIMATE LOCATION OF 1 RAIN MASTER 1 1/4' BRASS FLOW SENSOR(S) PER THE IRRIGATION LEGEND. TELEPHONE SERVICE © TELEPHONE SERVICE PROVIDED BY CONTRACTOR. TELEPHONE CONDUIT W/ PULL ROPE TO IRRIGATION CONTROLLER CABINET FOR FUTURE USE. * IN ACCORDANCE WITH 1.RW.D. STANDARDS, THIS METER IS NOT LOOPED WITH ANY OTHER SYSTEM GAIN INSTALLATION CERTIFICATION OF THE CONTROLLER, MASTER VALVE, AND FLOW METER FROM HYDROSCAPE AND RAINMASTER PRIOR TO START OF ESTABLISHING MAINTENANCE. PROVIDE HRP LANDESIGN WITH A WRITTEN COPY OF INSTALLATION CERTIFICATION. CONTACT RICK BATES FROM HYDROSCAPE .AT (949) 500-1122. ---..... D P.O.C. SYSTEM # 2 CONTROLLER 2 WATER METER ADDRESS 20692 NEWPORT COAST DRIVE: ELECTRIC METER ADDRESS XXXX NEWPORT COAST DRIVE 1!:!11 □ ,_AS."BUIL T: DRAWINGS NOT PREPARED BY HRP LANDESIGN THE "AS-BUILT" DRAWINGS ARE PREPARED BY OR UNDER THE SUPERVISION OF THE INSTALLING CONTRACTOR. THE PLANS ARE FURNISHED TO THE CONTRACTOR BY HRP LANDESIGN SO THAT HE MIGHT USE THEM AS A BASIS FOR FIELD VERIFICATION AND AS A TOOL FOR DRAFTING THE AS-BUILT CONDITIONS. HRP LANDESIGN IS NOT RESPONSIBLE FOR ANY AS-BUILT CONDITION OR FOR ANY AS-BUILT DRAFTIN<,. AS-BUILTS PREPARED BY: MARINA LANDSCAPE, INC ' PH#: (714) 939-6600 APPROVAL F'OR ONSITE RECLAIMED WATER SYSTEM ONLY A ....J w w (J) Ws1 ~.Jl-s ....J J: 08' I-<( 2 WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER (JRWD) . D!STRlCT FACILITIES MUST BE APPLIED F'"OR AND/OR APPROVED THROUGH , THE IRVINE RANCH WATER DISTRICT DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK N0.-~~2,:;04,,,3,__ __ _ ONSITE APPROV. • ~~~ DATE~ INDEX MAP SCALE 1" = 20'-0" 0 1 2 l~1i1J1 1.J I N LO 00 LO ~ ~ 5 L..::::;;:;======:::.....1 ~ r::=======:::;:====:::-i it s 'W 6. ' z 6. 0 (/) 6. Cu 6. "a: 6. , >-C, I z -:s :ii: z Cl) w z z 0 ('I) a: 0 0 "i' j f2 -a. !z ~ a: cl! "' !z w w g (.) :.2: w :c a. > :iE 0 -"' Q. ~ ..J a: :J 0 w 0 5: ..J ~ w Ii: ~ z ai Q -0 E: ~ ~ 0 ~ w z (.) 0 ~ z ::> ...., 0 LL ::; b: z Cl) 0 ::; < C j!:: 0 0 (I) z I-0 a.. j (.) 0 w ~ LU z ""J -w 0 6: z a: -0.. -st 0 ..... 0 z ~ ~ ~ <( w ::, (/) ....I w (/) CL 3 ~ - Iii '< (/) z 0 z ~ o· 0 cc 0 I--@ I ~ I-..., ~ <( 0 a: 0 0.. w UJ -::, a: ::, Cl) C/J (/) 0: ~ -ffi g ! UJ ~ c,'<'-liECT * b?,i, (/) o_ ,_<?> _J o_ ~ J:, ,o ! ~ w w 0 ;s$' &l ...._ i ::. (U "' "' .. J!!-1 <u 5:i ~ 0 a! ;i .. 0 Cl ...._ ~ .;, " 0.. "-w (Y) "' 0 i 0 > -i-... (> Ji ~ ::.:: 0 w 0~ ,,,..,'?-~ w '< ~.l&JE)3\:I ;, J: Cl 0 Cl ' JOB NO. A4854 ' SHEET LI -3 IRWO PC# 2043 ' 33 OF 52 , AS-BUILT ~ -...... ....... C Cf ....... .,.. ..,.. I-u CJ, C -a: ...... ~ =ff . ..... u. > C 2 u C: <1 \ w~ -z_. ,i (T:1 c? :.,I 79 :.A -!~ i~ (l'l i CJ ? 2,. lA (1'I 21 ~ ~ ~ I / CHECK VALVE NOTES ,--·--:-. ~ NOT SHOWN ON PLANS. INSTALL IN FIELD. I @1, PROVIDE UVR SPRING CHECK VALVE > IN Ll~E FOR. AU) HEADS OVER 30' BELOW MAINLINE. I (~---·/; @2. PROVIDE UVR SWING CHECK VALVES IN LI E 1 .. r_Ak HEADS OVER 30' ABOVE MAINLINE. (J7 I "'1 0 (Jl I 0) (}'/ I I ' I L_ -A IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRl•OR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. B. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES OF A DIFFERENT COL.OR TO EACH END OF IRRIGATION MAINLINE RUN, TYPICAL B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. C. ALL VALVE WIRES SHALL BE COLOR CODED WITH All TAG LINES OF DIFFERENT COLORS. 3. BUILDING/HARDSCAPE • - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP. 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT "THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS '\ () V.;-1 1/rf·~ (J1 n:i Ii ~\r ~ .. ) SLEEVING NOTES / KEY 1 S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES. PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES IRVINE RANCH WATER -DISTRICT L/C NOTE 1: THE IRRIGATION CONTRACTOR SHALL FLUSH ANO ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS'. ETC. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZLE· AND/OR PRESSURE COMPENSATING SCREEN TO FIT EXISTING SITE CONDITIONS. L/C NOTE 2: ASSURE THAT NO "RECYCLED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES. THIS INCLUDES ANY GATED ENTRIES TO HOMES, YARDS OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. BACK PIPE SIZING LEGEND PVC PIPE SCH 40 UVR -PVC A 1/2' 5 GPM J 1/?" 4GPM 8 3/4' 10 GPM K 3/4' 7GPM C ,. 15 GPM L ,. 10 GPM D 11/4" 25 GPM M 11/4' 20GPM E 11/2" 35 GPM N 11/2' 30GPM F 2· 50 GPM 0 2' 50GPM G 2 1/2" 65 GPM p 2 1/2" 65 GPM H 3" 100 GPM Q 3• 100 GPM I 4' 180 GPM R 4" 180 GPM PIPE SIZING NOTES 1. ALL PIPE SIZING CAL.LOUTS ARE IN INCi-lES, OR REFERENCE THE PIPE SIZING LEGEND, 2. PIPE SIZING CAL.LOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CAL.LOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED .PIPE IS ALSO 1 /2". 4, ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY -HEADS SHALL BE SIZED 1 /2" SLEEVE SIZING LEGEND PIPE SIZE SLEEVE SIZE STATION LEGEND Es~TAk,--:=i:--CONTROLLER & STATION VALVE: o---~o--VALVE S!ZE iN !NCHES 3/4" 2' CLASS 315 G.P.M: ' FLOW IN GALLONS PER MINUTE 1" 11/4" 11/2' 3' CLASS 315 'Z' 4' CLASS 315 2 1/2' 3" 6' CLASS 200 4' WIRE 2' CLASS 315 4' CLASS 315 APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS ro IRVINE RANCH WATER (IRWD\ . DISTRICT F°AC!LITIES MUST BE APPLIED fOR ANO/OR APPROVED THROUGH . THE IRVINE RANCH WATER DISTRICT DEVELOPMENT SERVICES GROVP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CAl.L (949) 453-5300 PLAN CHECK NO. 2043 ONSITE APPROV • _....,_ DATE~ SCALE 0 1 l111 •• ;1,l1i11l AS-BUil.TS 1" = 20' -0" 2 I STA: 2-9 VALVE: 11/2 G.P.M: 30 A A L,(') I .....I lli~ (/) D PREPARED BY: MARIN,\ LANDSCAPE INC·! -PH#: (714) 939-6600 __ J8> NOTTO SCALE ~ = en i ~ :::, en z 0 (.) \, 'en z 0 (/) ~ ,a:. I-(.) LiJ ..., 0 a:. a.. \, !:::, !:::, !:::, !:::, 6 ~ ~ ::E 0 0 I-z w ::E Q. g ~ 0 E: :z :::> ::i: ::E 0 0 UJ z ~ - z u II! ill -rJ'l I ~~ LU iiJ .. 0 !§ <~>'13;:i z "'~~ ~ < ti; :C<~ ....1!:s i!s . C, z -z (I) w ~ ~ C -Q. 3:: (I) ffi w ~ > :i: -VJ Q. a: ..J 0 C ..J -..J ::r: w I-~ > ~ w :::> 0 ~ w Q. 0 ~ ~ ti: i (I) Q 0 (I) z a. ~ 3:: w z z <( _j CL en ::> !;;: z In 0 I--~ ~ 0 (9 8: -a: a: - C"\I LO 00 U') I f'-.. I.O I.O ~ 5 i cc f2 :J «'.§ :i' ~ Ill ii: ~ -3: w :z II. 0 ~ (J ' v 0 --0 ~ :;::: w ::> rn w ~ i i--= II) 0 z 0 ffi 0 c'!; v ;::: I ~ 0 ..- w w ::> ~ m II) - ~ cc w z ~ ~ 0 0-,,_1;1ocr .. ,r.<l:' bj-1< (/) Q. __J Q. ... ~ ..._G i!l ~ L,J L,J 0 ",~ > u- i'i:i ..__, • C -(U i;J "' ~ s'.1 :,i i'i:i ~ 0 a! ;:i; : ~li! 0 Cl ..__, 24. .... 0 u, w M a o I 0 .> .z...., ill !!:t ~ 0 @ ~ 0~ ,t;-"<' Q'~-lS,E,31;! :c .. Cl 0 Cl " JOB NO. A4854 ' SHEET LI -4 IRWD PC# 2043 \ 34 OF 52 ~ AS-BUILT " D ~ ( !l ,. -"" - Cl) \l) ~ ~ ... C 0.. C f ~ s I-[j }: 0. 0 --' !I;! UJ Cl r-l- I ( i C) -, \,) ( ' !J;l , & < 0 ~ C ...... C CV: ...... ,-,.. I-u. CJ: C -0: ...... C'( ~ .... -Cl. > <..: 2 u. er <I: I > ' > I ~f ~c? --0 ~ G" >\ -:i(? {! ~~ i L,. ft) ~ I I !\J 0:: (;j' 1../l I vi v~ ----~ ~ A A D .. -,,I G . ~♦--6--~•-o--.. --.. --.. -~ G G 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PIPE SIZINGI NOTES 1. ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE: IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWEI, SPRAY HEADS SHALL BE SIZED 1 /2" 1' 11/2' 3' CLASS 315 2' 4' CLASS 315 2 1/2' 3" 6' CLASS 200 4" WIRE 2' CLASS 315 4" CLASS 315 PIPE. SIZING LEGEND PVC PIPE ' ( SCH 40 UVR -PVC A 1/2' SGPM J 1/2' 4GPM CHECK VALVE NOTES B 3/4' 10 GPM K 3/4' 7GPM C 1' 15 GPM L 1' 10 GPM NOT SHOWN ON PLANS. INSTALL IN FIELD. D 11/4' 25 GPM M 11/4' 20 GPM E 11/2' 35GPM N 11/2' • 30GPM ~1. PROVIDE UVR SPRING CHECK VALVES IN LINE FOR ALL F 2' 50 GPM 0 2' 50GPM HEADS OVER 30' BELOW MAINLINE. G· 2 1/2' 65 GPM p 2 1/2' 65 GPM @2, PROVIDE UVR SWING CHECK VALVES IN LINE FOR ALL H 3' 100 GPM Q 3' 100 GPM HEADS OVER 30' ABOVE MAINLINE. I 4' 180 GPM R 4' 180 GPM IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. 8. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES OF A DIFFERENT COLOR TO EACH END OF IRRIGATION MAINLINE RUN, TYPICAL. B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. C. ALL VALVE WIRES SHALL BE COLOR CODE.D WITH ALL TAG LINES OF DIFFERENT COLORS. 3. BUILDING/HARDSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP. 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS IRVINE RANCH WATER DISTRICT l/C NOTE 1: THE IRRIG.A.T!ON CONTRACTORS--HA_L_L-FL_U_S_H-AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHA.LL INCLUDE SELECTING THE BEST DEGREE or--ARC AND/OR RADIUS OF NOZZLE fa.~ID/OR PRESSURE COMPENSATING SCREEN TO FIT EXISTING SITE CONDITIONS. l/C NOTE 2: ASSURE THAT NO "RECYCLED WATER" iS INSTALLED PAST "PRIVATE PROPERTY" LINecS. THIS INCLUDES ANY GATED EMTR!ES TO HOMES, BACK YARDS OR ANY AREA UNDER THE CONTROL OF THE I1,DIVIDUAL HOMEOWNER. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRYINE RANCH WATER 1 1RWO) DISTRICT F"A(;IUTIES ~WST BE APPLIED_ f"OR AND/OR APPROVED THRouofi . THE IRVfi'-H: RANCH WATER D!STR!CT DEVELOPMEN7- SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR 0$TAINING SERVICE CALL (94.9) J.53-5300 PLAN CHECK NO. 2043 ONSITE APPROV~-o~DATE~ SCALE 1" = 20'-0" 0 1 2 I I i 1, 1 , !.W 1 B B •• G---S c.o I ....l A B INDEX MAP (/) z 0 (/) > w a: C, z -z w C ~ w > -a: C i 0 tc 0 a.. ~ z z <( _J o._ z 0 -I-<( CD a: a: - c"-~ECT * ·l' . "74 ~ ,0 l fSc, " !<I I!:, ., & /jj"' ! ~ g O ai :; j, O i Is ~ .._ -"' .> -1-,. ill/!_, 0 o..,,~ ,t;-'i" ~-iS/1:)31,l * en ::) ti: ~ ~ a: a. 'Sf" 0 ...... 0 ct) ...... ~ ~ w ~ (I} 0 in I ~ UJ ~ a: UJ ~ C'\I ~ LO r-!.. LO LO g w ::) en !!! i-= en z 0 0 ~ ~ UJ ::) rn ~ >-(.) z LU ~ u 0. <[ 0. st 0. w 0 fa '-.. (\J ~ - ~ '-.. M z 0 I hl ~ J: 0 JOB NO. A4854 , SHEET LI -5 IRWD PC# 2043 35 OF 52 AS-BUILT "i::f C -C er: -.,-.,... I- LL er; C -0: -er, =# -<( I-I--~ Cl:) -""I -en >-(.; z w C: <( I I -0 cY ~ ~ ~ B \-.. G LO I - , A B ======--=:::::-_-,_~---~---·- ----· -------·--·-··---·•-,.---·------.. ________ _ , SLEEVE SIZING LEGEND PIPE SIZE SLEEVE SIZE 3/4' 1' 2' CLASS 315 11/4" 11/2' 3' CLASS 315 2" 4' CLASS 315 2 1/2' 3• 6' CLASS 200 4• WIRE 2' CLASS 315 4' CLASS 315 PIPE SIZING NOTES 1, ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND, 2, PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS, ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME, 3, ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED_ PIPE IS ALSO 1 /2", 4, ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWEH SPRAY HEADS SHALL BE SIZED 1 /2" SLEEVING NOTES I KEY 1 S2 PIPE SIZING INDICATOR, SLEEVE L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE, SLEEVE L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PIPE SIZING LEGEND PVC PIPE SCH 40 UVR -PVC A 1/2' SGPM J 1/2" 4GPM B 3/4' 10 GPM K 3/4" 7GPM C 1' 15 GPM L ,. 10 GPM D 11/4" 25 GPM M 11/4' 20 GPM E 11/2' 35 GPM N 11/2' 30 GPM F 2' 50GPM 0 2' 50GPM G 2 1/2' 85 GPM p 2 1/2' 85 GPM H 3' 100 GPM Q 3' 100 GPM I 4' 180 GPM R 4' 180 GPM STA: VALVE: G.P.M: _ _,__ CONTROLLER & STATION _ _,__ VALVE SIZE IN INCHES --1--FLOW IN GALLONS PER MINUTE ._ ___ _, CHECK VALVE NOTES NOT SHOWN ON PLANS, INSTALL IN FIELD. @1, PROVIDE UVR SPRING CHECK VALVES IN LINE >OR ALL, HEADS OVER 30' BELOW MAINLINE, @2, PROVIDE UVR SWING CHECK VALVES IN LINE FOR ALL HEADS OVER 30' ABOVE MAINLINE, IRVINE RANCH WATER DISTRICT L/C NOTE 1: 'I THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER i HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY 1' ONTO WALKS, STREETS, WALLS, ETC, THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZlf:. AND/OR PRESSURE 1 COMPENSATING SCREEN TO FIT EXISTING SITE CONDITIONS, I l/C NOTE 2: j ii ASSURE THAT NO "RECYCLED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES, THIS INCLUDES ANY G/',TED ENTRIES TO HOMES, YARDS OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER- BACK I ___ J -------------------·---------------· ------- IRRIC~ATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION i _ VALVE LOCATIONS - A_ VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT_ 8, PARKWAY LOCATION : LOCATE VALVE AND QUIO< COUPLER ON PROPERTY LINE / COORDIN!'>TE LOCATION WITH LANDSCAPE ARCHITECT, 2, VALVE W!RES / EXTRA VALVE WIRES - A, THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES OF A DIFFERENT COLOR TO EACH END OF IRRIGATION MAINLINE RUN, TYPICAL 8. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN, EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 RElvlAINING VALVE WIRES "LUS 4 EXTRA TO THE END OF IRRIGATIO~ MAINUNE FUNS. C. ALL VALVE WIRES SHALL BE COLOR CODED WITH ALL TAG UNES OF DIFFERENT COLORS, 3, BUII.Dl~!G/HARDSCAPE - LOCATE ALL HEADS : 2 INCHES FROM BU!L..D!!\JGS, WALLS AND FENCES TYP, 4, SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS - ------------ ... __ _ • ------------·-······-··---------··-----------------------------·-----..... --·- _ APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER (IRWD) DISTRICT FACILITIES MUST BE APPLIED FOR ANO/OR APPROVED THROUGH THE lRV!NE RANCH WATER DISTRICT DEVELOPMENT SERVICES GROUP, FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK NO, 2043 ONSITE APPROV~ Ct . DATE~/J'JI;' _,.; SCALE 1" 20'-0" ,I -! ' ,, / 0 1 2 / I I i 1 I !, I ! .J I /) NOT T08CA1.E ~ = (/) I-z <( ~ :::, (/) z 0 0 '(I) 6 z b. 0 (/) 6 ~ 6 ,.,a: 6 >- ~ :E 8 I-z UJ :E 0.. g UJ iri C i:: z ::) ::E :iE 0 @ 0 UJ z .., ~ 0 0: -0.. z u ! IJ'J ~ LU 5 Q i15 z~f~ .:5!~1 (!) z -z w C -~ w > -a: C ~ < 0 0 I-a: 0 Q.. ~ w z z :s CL z 0 ~ CJ -0::: 0::: ~ a: ti) ~ ~ -' -::c z -::> i 0 -, z < cn C\J LO. {i 00 Ii LO I r-.... <~"'~; I.() LO ~ ~ "'<§ ii!! iC .. :, - z ~ ~= ~w a !E O ci; (t') 8 ~wL>-o :z 5w~,_.~3 g«g◄~i;:~ 13i=5:=; ... 5< ~f5Zf:J}lt~~ w~ws::<=iii ~a::~o=l:t:!1 c.:;CI. Oo ::i,: a::V'la:::,d:::!:l: ~~j01e~t (l)Sll.d'wl1.z ~ wi::'iow .a...O~c,:>oo,:t:; • xZw~m:J:5::z 1.u<:c:z::~ ... ~~ :z.:~'":Of<w~ 2oVl • 0 ::i:o t.Ja:zfle;l'-1---% Ofi::'.3Uzc'-':5 'i oi:i.2!zw;;n.. 0 tsi~G3 ~ 0-~WQ. ~t;;'°' ":5:cw ~ i.. :Z:: t,-.Q:;:0 00 ~ - $ en z z a: :3 0 IL 0. :::i !z ~ w ::s: ::iE 0. ~ 0 ..J IXI w ii: ~ 0 0 Q. w ~ 0.. w -< z 0 IL r.n 0 0 ~ z :3 0 0y.11E-CT * 't-<?' P7,i-, u CL <[ CL set ,t,~ :g l5o CL w D ail d, ~ 1ri ' 5 .., :,,, cu .. ., ., !~ t§ ii:i .--< 0 a:i ;! ,m Cl ' ~ .{,, j 0 I'! "- ~ (') "' 'a 0 I .> -t,"' .l:i~ D 0 ~ LJ,J ~6' ,t;,-"<' 13 t: :s,-LSteJ3ld * Cl / JOB NO. A4854 SHEET LI -6 IRWD PC# 2043 36 OF 52 , AS-BUILT ' D ( ( ( -_., -\I) IS) <= ( J cs ' o_ ( £ <( i () \) I-z IU t C) -' ~ D ~ z J :,: :,: () u 1M -. & < 'tj C ' C CV'. ' 'I'"" ,.. I-u. Cl. C -a: ' ct: ~ <I'. 1-- 1---o,:;: ..,:: a: 1 l- ~ en t ~ '8 p -~ ~ Jr Ji, l >: --1 ~ \A ff 2:, ("I ~ ~w ~ ~ CONTROLLER 0 . ---<D " &,'o a; " f<6ag <\01, 0 By, ', 6'6" "" I , ,, I ., 4" . ' ,it~<;~ = aec, B 'if'. -p min .. . <D I 2 5 © 5 6 i 8 'I ELEVATION SCALE, NTS A CONTROLLER AND ENCLOSURE NOTE, ATTACH RECLAIMED i"<ATER TAGS PER IRY'<D. --------------(i) (DFINISH GRADE I" IN r---------2 TURF AREAS (2) INSTALL QUICK r----------\5 COUPLER IN ROUND PLASTIC VALVE BOX 4 BROOKS,OR EQUAL i"<ITH LOCKING GOVER MARKED BY --111-1 j j-j j j HEAT BRANDIN0 2" ' II 111 c''::-? 111 I ~l'~o~r,r=td,~~LER" 1-1 I 1-(INSTALL IN :I I I 11 GROUNDGOVER AREA -=J j j i"<HENEVER POSSIBLE) 2 "-: @oUIGK COUPLER I'</ PURPLE LOCKING GAP PER LEGEND @FINISH GRADE 3" IN GROUND GOVER AREAS ..;..s='-l-L--l--(5 @oNE (I) GU. FT. OF PEA 0 Q 0 0 ° GRAVEL AT BASE OF 0 0 °c5o VALVE BOX, TURF Al),A = AREAS ONL y 0 , ~ 0 ° a9 , "ci,J,o @PVC 5GH. 80 NIPPLE LENGTH AS REQUIRED Gl PVG MAINLINE @BRASS ELLS '-------'--------~ e, THREE /5) REQUIRED @PVG SGH. 80 ~----------~ 'I IO" NIPPLE L---------------io @PVC MAINLINE FITTING L-----------------!i NOTE, I. ALL THREADED CONNECTIONS SHALL BE i"<RAPPED i"<ITH TEFLON TAPE SECTION NOT TO SCALE E GUICK COUPLE~ NOTE, ATTACH RECLAIMED i"<ATER TAGS PER IRY'<D. ~----------------<2 r-------------{3 L-L---1..J-========-:It---~II '----------------(12 NOTE, I. ALL THREADED CONNECTIONS .SHALL BE i"<RAPPED i"<ITH TEFLON TAPE" 2. EXPANSION CURL i"<RAP i"<IRE AROUND 1/2" DIA PIPE 15 TIMES. (i) FINISH 0RADE @ I" IN TURF AREAS 5" IN GROUNDCOVER AREA5 @ PVC '10 DE0. ELL @ RECTANGULAR PLASTIC VALVE BOX -BROOKS, AMETEK OR EQUAL Y'</ LOGKIN0 GOVER MARKED BY HEAT BRANDING 2" HIGH LETTERING I'</ CONTROLLER ST A NUMBER @ PVC 5GH.SO 3" NIPPLE @ i"<IRE CONNECTORS PER NOTE5 Gl ELECTRIC VALVE PER LEGEND @ PVC LATERAL LINE PER LEGEND @ PVC HALE ADAPTOR @ GOMM ON i"<I RE AND CONTROL i"<IRE i'V EXPANSION CURL . BUNDLE AND TAPE PER NOTES (INSTALL i"<IRE PER LOCAL GODE) @ 12" MIN. PEA GRAVEL @ PVC MAINLINE AND FITTINGS /PER LE0END) Sf=CTION NOT TO SGALE" REMOTE CONTROL. VAL. VE 24" 4" '" -. ::., _: :-~-:: ' ' ..,. '° N ..,. ·-.. 24" :-. .. . . . ... -•. . I' <D '. I 2 CD CONTROLLER ENCLOSURE @ 6" GONGRETE PAD i"<ITH MANUF, SUPPLIED MOUNTIN0 BASE. @coNGRETE STEPPING PAD 24"X24"X4" CENTERED ON GONGRETE ENCLOSURE. POUR IN PLACE PLAN VIEi'< SC.ALE: l"=l'-0" 6 CONTROLLER ~ITH STEPPIN(Si PAD NOTE, ATTACH RECLAIMED i"<ATER TAGS PER IRY'<D. NOTE, I. ALL TREADED GONNEGTIONS SHALL BE i"IRAPED i"<ITH TEFLON TAPE 2. EXPANSION GURL i"<RAP i"<IRE AROUND 1/2" DIA PIPE 15 TIMES. 2 5 4 4 5 6 1 s 'I 0 II (i) @ @ @) @ ® G) ® ® @ FINISH GRADE I" IN TURF AREAS 5" IN 0ROLINDGOVER AREAS REGTAN0ULAR PLASTIC VALVE BOX I'</ '1 1/2" X 15 1/2" LOCKING GOVER I'</ HEAT BRANDED 2" LETTERS "MASTER VALVE" EXTENSIONS i"<IRE CONNECTORS PER NOTES ELECTRIC VALVE PER LE0END PVG MAINLINE PER LEGEND PVG MALE ADAPTOR GOfvlfvlON i"<IRE i"<ITH EXPANSION CURL CONTROL i"<IRE i'V EXPANSION CURL (INST ALL i"<IRE PER LOCAL GODE BUNDLE AND TAPE PER NOTES) @ 12" MIN. PEA GRAVEL SECTION NOT TO SCALE NOTE, ATTACH RECLAIMED Y'<ATER TAGS PER IRY'<D. Sf=CTION NOT TO SCALE NOTE5, I, INSTALL MAINLl~1 LATERAL LINE AND SLEEVE ON FINISH GRADE 2. INSTALL VALVE BELOY'< GRADE IN VALVE BOX 5. THE CONTRACTOR SHALL PROVIDE ALL FITTING5 AND PIPING REOUIRED TO MAKE" TRANSITION AT VALVE. 4. ALL GALV. THREADED CONNECTIONS TO Bf= COATED i"<ITH TEFLON TAPE" 5, ALL PVC THREADED CONNECTIONS TO BE COATED I'</ "RECTOR Sf=EAL" T-PLUS TY'<O OR EQUAL, 6, EXPANSION CURL i"<RAF i"<IRE AROUND 1/2" DIA PIPE 15 TIMES J VAL. VE ON G~API= 2 5 8 'I 0 II 12 ffi FINISH GRADE, FILL SCH.40 BROl"<NLINE i"<IRE CONDUIT INSTALL ON 0RADE, SIZE 2" ATTACH TO MAINLINE i"<ITH 5TAINLESS STL. PIPE CLAMP5 AT 20' O.C. ® RECTANGUALR PLA5TIC VAL. BOX I'</ LOGKIN0 GOVER MARKED i"<\GONTR, AND STATION NUMBERS @) SGH.46 GALV. MAINLINE AND Fl7TING, REDUCE TO MATGH VALVE SIZE @ 0ACV. UNION, SIZE- TO MATGH VALVE @ CONTROL ; COMMON i"<IRE i"</EXPAN510N GURLS. /INSTL. i"<IRE PER LOGAL GODE, INSTALL IN PVC G) CONDUIT). i"<IRE CONNECTORS PER NOTES @ LAT. LINE PER LEGEND ® ELECTRIC VALVE PER LEGEND @ FINISH GRADE; EXl5TING ® SEE ENLARGED SECTION FOR VALVE ASSEMBLY @ 6" MIN. PEA GRAVEL SECTION NOT TO SCALE ~ !'I TO I i1 II I I i1 -=11111 i' } 111 I IJ 111111 1= SECTION NOT TO SGALE NOTE", ATTACH RECLAIMED i"<ATER TAGS PER IRY'<D. r----------------{ I (i)FINISH GRADE r--------------{2 @ I" IN TURF AREAS 5" IN GROUND GOVE"R AREAS 24" FLOY'< ----{4 12" @JUMBO PLASTIC VALVE" BOX i'V 2'-b" EXTENTION AND LOCKING GOVER. BY AMTEK OR EQUAL i'V Hf=AT BRANDED 2" LETTERS "FS" @) EXTENSION @24 INGH UPSTREAM MIN. i LENGTH (IO X SENSOR SIZE PIPE DIAMETER) 0l77 -,---,-,Jl\,-,i"7--,--i',-, (tJ 12 INCH DOl"<NSTREAM MIN, LEN0TH /5 X Sf=NSOR SIZE PIPE DIAMETER) CONTROLLER G)PVG MAINLINE PER 1:,cf0.=---::+---<4 Lf=Gf=ND (SIZE" PER PLAN) •,---lc,d--"'S""",--==,-\,;--,,,,,,.,.--~ 0 @FLOY'< SENSOR .,. z '-l)"('/.-1,--r:cJ. ASSEMBLY PER LE0END 0, f 6/,3 V lfOo PIPE SAME SIZE =1 _ _J~~:;_;~'lJ_-_.,.:;Q ,--L::S£3~~2f-{" AS FLOY'< SENSOR ,j, >f cfO ® 12" MIN, PEA 0RAVEL DRAIN SUMP Ii <)- () IL ½ ,_ z "'1 l!J ::;: V l!J Ill ~ Ill " z IL • :J Ii f:' Ii Ill -() [\ N IL z A z => z Ill I l!J I z :J () 0 ' () ..J N ' ..J in -<( NOTES, ~, i , ii I II I II I II I II I II I 'I 1i'1111i'1111 111111 i' I II I 111111 i' I I I I 'I 11 11 i111 11 I I I 11 i111 I I u ill \_ ____ _j____jlO z I () _, @i"<IRES FROM FLOY'< SENSOR TO CONTROLLER PER MANUFAGTURE'S SPEC, i"<IRE CONNECTIONS PER NOTES SECTION NOT TO SCALE NON-PRESSURE - LINE(LATERAL) l--1----PRESSURE LINE /MAIN OR LATERAL) ~---DIRECT BURIAL LOI'< VOLTAGE CONTROL v-!IRES I, TRENCHING ; .BACKFILLING SHALL BE PER 'STANDARD SPECIFICATIONS' 2. MINIMUfvl BACKFILL RELATIVE GOMPAGTION SHALL BE '10 % 5. BUNDLE CONTROL i"<IRES TOGETHER • TAPE TO PIPE AT 10' INTERVALS K COUNTY OF O~AN(Sif: T~f:NCHING PETAIL. J ' NOTE, I. ALL THREADED GONNEG TIONS TO BE ~------\'! i"<RAPPED i'V TEFLON TAPE OR EQUAL SECTION NOT TO SCALE NOTE, ATTACH RECLAIMED i"<ATER TAGS PER IRY'<D. (i)FINISH GRADE I" IN TURF AREAS @ROUND PLASTIC VALVE BOX.BROOKS,AMETEK OR EQUAL i"<ITH LOCKING GOVER MARKED "G.V." @ FINISH GRADE 5" IN GROUND COVER ARE"AS 5 @) b" DIAME"TER PVC PIPE EXTENSION LENGTH AS REQUIRED @GATE VALVE PER LEGEND @PVC MAINLINE PER LEGEND 0 (}) PVC MALE" ADAPTER <J TY'<O (2) REQUIRED @oNE (I) GU. FT, OF PEA 0RAVEL AT BASE OF VALVE BOX 12" DEEP. 6 1 NOTE, 8 I. ALL THREADE"D CONNE"CTIONS SHALL BE i"<RAPPED i"<I TH TEFLON TAPE SECTION NOT TO SGALE" H GATE VAL.V!:: APPROVAL FOR ONSITE RECLAIMED WATER. SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER (IRWD) DISTRICT rACIL!TIES MUST BE APPLIED fOR AND/OR APPROVED THROUGH • THE IRVINE RANCH WATER DISTRICT DEVELOPMENT • SERVICES GROUP. fOR SP£Clnc REQUIREMENTS l"OR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK N0._.--~2','0u4.,,_ ___ _ ONSITE APPROV~~ATE~ "en 6 z 6 0 en 6 > 6 UJ ,.a: 6 >-C, z f z -~ z Cl) w z 0 ~ ::i 0 Q I--a. z s: (/J I-IJJ ~ z !ii w LI.I 0. > :'!: 0 -~ a. ..I 0': 9 llJ 0 ..I -iri ::i:: l!J I-z ~ 0 0 - ~ ~ :::, Cl i w z a. :::, 0 ~ g :;IE Ii: :a ~ 0 8 0 Cl) z I-::i fl. 0 IJJ UJ z s: .., -w 0 ~ z a: -a. ., z CJ) ow ~ -_J 1--t; <( <( i (!JI--W o:o 8: 0: - S.\)s. " - -er--- ({s,a:ni * u-':) <{ 0 1-."' ~'t' ~ c:, (') ...__ ;:: w ::> CJ) UJ 0 ii:i I ~ ~ a: w ~ " JOB NO. A4854 SHEET ll -7 IRWD PC# 2043 37 OF 52 ' , :$ z a: ~ ~ ::c ~ m ... a: 0 a.. ii;: w z II. 0 r:: -0 U') !::! CIC> :!::: 5 w ::> CJ) CJ) Iii z 0 t) c!; c:, ~ w ::> UJ ~ b in (!) <( LO 0 -....... 00 T""" -....... T""" 0 w ::::, Cf) Cf) -z 0 -I-0 :::> a: I- Cf) z 0 0 -....... LO ::Jf: - _J <( I-1--2 co ::::, Cf) >-0 z w (!J <( -0 cP ~ 1 I Iv' 'O er 01 I V, ~ ~ \'J N NOTE, ATTACH RECLAIMED V'IATER TAGS PER IRV'ID. _,,,----------\3 ,,----------I 4 -----<5 '----llo CD BUBBLER HEAD PER LEGEND. (2) 2" PVC SCH. 80 NIPPLE @ANTI-DRAIN VALVE PER LEGEND @ 4" PVC SCH. 80 NIPPLE @ FINSH GRADE @ PVC STREET ELL G) 6" PVC SCH. 80 NIPPLE @ MAR.LEX STREET ELL 2 REQUIRED @) PVC LATERAL LINE @ PVC LATERAL LINE FITTING NOTE, I. ALL THREADS TO BE V'IRAPPED V'IITH TEFLON TAPE OR EQUAL. SECTION NOT TO SCALE NOTE, ATTACH RECLAIMED V'IATER TAGS PER IRV'ID. RECYCLED WATER DO NOT DRINK ® •---INSTALL V'IITH 3/8" STAINLESS STEEL BOLTS AT A MINIMUM OF TV'IO LOCATIONS -LENGTH AS REQUIRED. USE I" DIAMETER V'IASHER TO PROTECT SIGN. REQUIRED SIGNAGE FOR RECYCLED V'IATER USE AREAS, ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED V'IITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES V'IIDE. NOTES, 1-- I. LETTERS SHALL BE V'IHITE I 1/4" <SALVANIZED STEEL U-CHANNEL, OR BOX POST --2500 PSI TYPE V PER SOILS REPORT r"''=i'rr===i=ri'=+ l"CROV'IN - ' 1 i I 1, I i1 I I I -, .-. -, 1-1 I 8" 2. BACKGROUND FOR SIGN SHALL BE PURPLE (PANTONE 512) 3. SIZE OF SIGN SHALL BE 4" X 8" MINIMUM PER IRV'ID 4. INSTALL ONE SIGN AT EACH POINT OF CONNECTION OR PER IRV'ID 5. SIGN SHALL BE INSTALLED ON A POST FOR MINIMUM V'IORDING REQUIRED ON SIGNAGE REFERENCE THE ON-SITE NOTES LETTER "L". E RECYCLED ~ATER IN USE Sl6N -TYPICAL NOTE, ATTACH RECLAIMED V'IATER TAGS PER IRV'ID. ~-------<@ ---------<3 ~---------i_4 ---------<5 -------16 -----{, 6 111 I_ l SIDE VIEV'I NOT TO SCALE SECTION NOT TO SCALE CD SHRUB HEAD PER LEGEND (2) PVC SCH 80 NIPPLE @ ANTI-DRAIN EXCESS FLOY'< VALVE PER LEGEND @) UVR PVC SCH. 40 NIPPLE LENGTH AS REQURED. @ V.I.T. TV'IIST TIE BANDS (TYP), 2 REQ. (TOP FASTNER SHALL SECURE HEAD) @ BROV'INLINE LATERAL LINE INSTALLED ON GRADE PER LEGEND G) FINISH GRADE @ 114 X 24" REBAR V'IITH 'J' HOOKED RADIUS TO HOLD PIPE -INSTALL AT 10' ON CENTER MAX. @) 114 REBAR (TYP.) NOTES, ALL THREADED CONNECTIONS TO BE V'IRAPPED V'IITH TEFLON TAPE OR EQUAL. NOTE, ATTACH RECLAIMED V'IATER TAGS PER IRV'ID. 9 35-1 CD IRRIGATION VALVE BOX TYP. (2) IRRIGATION QUICK COUPLER TYP. @ PLANT SHRUBS BETV'lEEN VALVE BOXES PER LANDSCAPE ARCHITECT. TOP OR TOE OF SLOPE ,-----{2 4'-0" MIN 4'-0" MIN. 35-2 f------,i~' Q.C. BACK OF CURB OR V'IALK NOTE, FOR CONDITIONS THAT DO (NOT) CONFORM TO THIS EXAMPLE, NOTIFY LANDSCAPE ARCHITECT. PLAN VIEV'I NOT TO SGAL-E F TYP. VALVE BOX HORIZONTAL ALl6NMENT ------------------------ NOTE, ATTACH RECLAIMED V'IATER TAGS PER IRV'ID. ~------ll I C FOF-lJF HEAD NOTES, ALL THREADED CONNECTIONS TO BE V'IRAPPED V'IITH TEFLON TAPE OR EQUAL. SECTION NOT TO SCALE NOTE, ATTACH RECLAIMED V'IATER TAGS PER IRV'ID. I" I I- I i' Ill Ii' 111--------11-I -I 111 111111i 1 -; " ;,. " ~ill, I " I I I= '.l-c>----1\C,a,l+l.,.,..,-l-(6 NOTES, I. INSTAI.-L PULL BOX AT 200' O.G. AND AT ALL STREET GROSSINGS AND/OR GHANGE IN DIREGTION OF CONDUIT. 2. PROVIDE GREY VALVE BOX LIDS FOR GOMMUNIGATION GABL-E PUL-1.-BOXES. ------Ii;, ----------19 CD FINISH GRADE IN TURF AREAS @)GREY VAL-VE BOX 1.-ID Y-1/ HEAT BRANDED 2" LETTERS "Ge." FOR COMPUTER GOMMUNIGATION @FINISH GRADE IN GROUND GOVER AREAS @) APPROVED PUL-L BOX -COMMUNICATION CABL-E PUL-L BOX Y-1/GREY BOLT DOV'lN GOVER @ 2-V'llRE PATH/MULTI- STRAND GOMMUNIGATION V'llRE (19 GAUGE) COMMUNICATION GABLE INSTAL-1.-ED IN GONDUIT PAIGE GABLE 3&" LOOP IN PULL BOX @PVG 55 GOUPL-ING ENDS OF CONDUIT SEALED V'l/V'lA TERPROOF SILICONE Ci) I 1/2" SGH.40 PVG CONDUIT (UL GERTF'D.) @ PVG SGH.40 -ELECT. 90 DEG. SV'lEEP ELL (UL CERTIFIED) @ PEA GRAVEL 6" DEPTH SEGTION NOT TO SGAL-E IS COMMUNICATION CABLE CONDUIT $ FULL SOX NOTE, ATTACH RECLAIMED V'IATER TAGS PER IRV'ID. CD V'IALL V'IHERE OCCURS -------{2 @ SHRUB HEAD PER LEGEND @ TORO PRESSURE REGULATING SHRUB ADAPTER @ 2" PVC SCH. 80 NIPPLE ------<4 ® ANTI-DRAIN VALVE PER LEGEND. ( AS NEEDED) 12" CLR. ------<5 @ 4" PVC SCH. 80 NIPPLE -------<b -----{, G) FINSH GRADE @ STREET ELLS - TV'IO MARL.EX AND ONE PVC ® 6" PVC SCH. 80 NIPPLE @ PVC LATERAL LINE AND FITTING N 6" l 1 ----110 SECTION NOT TO SCALE 0 SH~lJ6 Hl=AO APPROVAL FOR ONSIT£ RECLAIMED WATER SYSTEM ONLY WATf.R METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER /iRWD) . DISTRICT FACILITIES MUST BE APPLIED ,OR AND/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT DEVELOPMENT S(RVICES GROUP. FOR SPECIFIC REQUIREMENTS f"OR OBTAINING SERVICE CALL. (949) 453-5300 PLAN CHECK N0._.,,--__.,2"'-04,_,3,__ __ _ ONSITE: APPRov9.,.,.y,_ , ,,":":oATE:t'/~ ~ ::, Cl) z 0 (.) Cl) z 0 Cl) > UJ a: r I-(.) UJ -::, 0 a: a.. '- , '- 6 6 6 6 6 >-G ~ z - :::e z w 0 0 0 I--z ~ w w :::e > D. g -a: UI 0 > l!J t-0 ~ j:: -z :, 0 :'! Ii: ~ 0 0 0 ll.. w ~ z ~ w z - z QC/) -....J 1--<( <( (!JI--w er: 0 er: - ~'X· (I) z ~ :5 ll.. (/) I- 0 z I-L!J :::e (/) :l D. ~ -:x:: z > -w ~ 0 w ll.. <( .., 0 z "' <( 0 (/) z :5 I w en :::, ~ cn en Cl ~ iii t; I w 3 8: w ~ !/2 ffi i 0 ' JOB NO. A4854 SHEET LI -8 IRWD PC# 2043 '-38 OF 52 ' LO 0 ' co ,-- ' ,--, 0 :s z a: e ~ ::r: ~ m ti: 0 0. ~ % u. 0 i':,: 0 , I w :::> w :::, cn cn - Cf) Cf) -~ ~ 0 0 z 0 - I ~ ~ I-0 :::> er: I- Cf) ~ ~ z 0 0 ' L()_ ::tt: I ....J <( I-I--2 en ::> ' Cf) >-0 z w , (!J <( ,•-~,. _<J,~ & 'z. --0 (I)~ 0 ~ :.\ -1 (; b' f; fl ;:.i >-<) ~r V' cY \j\) ff, r I V a: g: I V ~ ~ Proscure~comµ.;noot!"ng Devle0 Perfommnco Data DHc. 5T SH STT STQ SF 60 8T 8H BTT 100 JOT JOH JOTT 10TQ IOF 120 12T 12H 12TT 12TQ 12F 150 15T 15H 15TT 15TO 15F 9 SST 4-SST 4-CST 4-EST 4S-SST 2-SST SB 90 SB 180 S8-360 SB-2-180 SB-4-180 35-SSQ .35-SSH 35-SSF I Hl-SSQ I 10-SSH I 10-SSF FB 25 FB-50 FB-100 FB-200-ADJ GPM 0.11 o.tl 0.11 0.12 .1 Radius • • 2 GPM (0.19} C0.20) o.:zo 0,29 0,25 .2 Radius (51 • 5 GPM 0.19 0.21 ro.301 rn.44\ (0.50) 0.39 Radius 5 5 5 5 5 GPM 0.19 0.22 0,31 0,47 0.53 [0.62) R□dlus 5 5 5 GPM 0.19 0.22 0.32 5 0 41'1 5 0.57 l5J 0.67 Radius 5 5 5 5 5 5 GPM 0.19 0.22 0.33 Radius 5 5 5 0 48 5 0.57 5 0.68 5 GPM 0,19 0.22 0.33 0.48 0.57 0.68 2 Rodiu~ 5 5 5 GPM 0.19 0.22 0.33 5 0.48 5 0.57 5 0.66 • 5 5 5 5 5 8 8 • o.42 s o.43 9 o.~ 9 0.43 9 o.43 a 0.29 6 O.M o.so 0.50 0.50 0.50 f0.41 181 0.43 B 0.45 8 0.46 B 0.46 a 0.28 0.28 0.26 0.25 4 2 • 7 6 (0.65'-+~''='"~1-;o.,...BccSIT_,:C,;-t-~o.=c•'c-1-:':':--t-~'·cc••,-1-~'=-t-c'0.-:::87,-1--,,';:---; o a f1.12, rg, 1.11 10 1.19 10 1.?o 10 o.70 e t1.2n 110, 1.41 11 1.44 11 1 . .ts 11 6 0,58 6 1,00 9 (1,42\ {10) 1.46 10 1.46 10 0.31 0.24 0.30 0.26 0.30 0.27 0.29 o.za 7 4 4 2 5 ' ' 0.37 0.57 0.47 0.5.3 0.50 0.54 0.46 0.49 0.52 0.50 0.53 0.54 10 10 a ' • 12 9 6 4 5 10 7 3 2 ro.so1 C0.661 0,75 0.57 0.51 0.55 0.71 0.70 0.53 0.61 0.57 0.57 0.61 0.60 0.62 0.62 '111 0.53 (111 0.88 10 (1.16) 7 1 7 1.09 1 1.19 12 0.78 11 ( I.OOJ 7 1.05 5 1.29 6 1.26 4 1.17 1-4 (L30l 8 1.10 5 1.25 3 1.21 1,18 1. 16 12 11 [10) 10 10 6 13 {12J 12 JO 11 7 11 9 6 ' 0.64 11 0.90 11 1.20 10 (1.ss' r1 n f1.61l itO) 1,51 10 0.77 12 1.01 12 (1.69) (13) ,. 13 t,60 12 1.82 10 1.-46 16 {1.79) (15) 1.65 15 1.n 1.3 1 .77 10 1,74 8 0.64 0.91 1.21 1.64 1.69 12,061 0.78 1.04 2.10 1.49 1 .94 (2.59) z.20 2.50 2.45 0,29 5K2 0.47 7K10 0.56 7K12 1.20 "x18 1,751 11x22 1.76 0.26 h:6 0.47 2x20 D.57 .3x24 1.00 -4x30 (1.50) {4x34J 1 .54 0.26 h:6 0.47 2x20 0.57 3x24 1.00 -4x30 t 1.50) [4x34J 1.54 0.29 1xB 0.50 -4x15 f0.66) f4x1B) 0.78 4x18 0.75 4x18 0.74 0.25 2x6 0.59 -4x18 0.66 4x1B 0,84 4x18 0.84 4~20 0.84 2x6 f0.161 {2x6) 0.19 2~6 0.17 2x6 0.17 3x6 0,17 3x6 0.17 0.20 0.25 0.23 0.20 _,. 0.25 0.23 0.24 0.23 0.25 0.25 0.25 2 2 1 5 5 0.471 7 0.50 2 0.45 1 0,48 13 0.45 7 0,46 3 0.47 0.45 0.47 0.50 0.,,0 0,50 0.50 15 4 2 0.56 {0.61 J 0.5-4 0.56 0.61 0.70 0,56 0.53 0.70 0,54 0.56 0,70 0.70 0.70 0.70 9 "' 2 ' 1B 8 ' 15 4 2 1.22 17 1.22 9 l 1.12) t4J 1.15 16 L21 10 (1.12) (18) 1.16 18 1.15 9 (1.13) 1.14 1. 18 1.00 1.00 1.00 1.00 (17) 13 9 1.41 1.87 1.79 1.35 1.83 1.80 1.76 1.40 1.40 1.40 1.40 18 15 9 17 14 18 10 15 1.45 2.30 2.50 1.38 2.27 1.27 2.01 2.00 17 I 1.20 I 15 I 2.44 I 14 I 2,00 I 2.00 2.00 2.00 2.00 11 0.64 11 0.90 11 1.21 11 1 6.3 10 1.71 11 2,21 1:S 0.79 12 1.04 14 1.80 '121 2.41 (14l 2.29 11 3.22 16 1.51 15 1.99 {17) 2.71 16 (2.75) 15 (2.81 l 9 3.30 11 x2 1.99 4x34 1.57 4,c34 1.57 4x18 0.76 4K20 0,87 3x6 0.17 18 14 11 18 17 18 14 18 1.46 2.43 3.59 1.40 2.41 1.27 2.19 3.34 17 I 1.21 I 18 I 2.89 I 1:li I 3.53 I .3.00 3.00 3.00 3.00 11 11 11 11 11 ,0 " 12 14 12 " 11 16 15 17 {18) (16) 13 1h22 4x34 4x34 4x1B 4x20 19 15 14 20 17 18 14 18 17 I 16 I 14 I Performonce shown a-f 75 psi (5,2 Bar) Radlus shown In feet 0.00 = Standard PCD. Using PCD's below this range may produce undeslrable nozzle performance. (0.00) = PCD benefits (decreased fogging and pressure reduction) may not be realized when using PCD's above this range. RWQCB REQUIRED INFO. A) THE AVERAGE NUMBER OF PEOPLE AT THIS USE SITE ON A DAILY BASIS. VARIES DAILY B) BOUNDARIES TO THE PROPOSED USE SITE, FOOTPRINT OF ANY FACILITIES ON THE PREMISES, DRINKING WATER FOUNTAINS, AND ANY RECYCLED WATER OR POTABLE WATER IMPOUNDMENT TO BE USED. SEE PLANS C) THE PERSON OR PERSONS RESPONSIBLE FOR THE OPERATION OF THE RECYCLED WATER SYSTEM AT EACH USE AREA. THE USER SUPERVISOR D) THE SPECIFIC USE TO BE MADE OF THE RECYCLED WATER AT EACH USE AREA. IRRIGATION ONLY E) THE METHODS TO BE USED TO ASSURE THAT THE INSTALLATION AND OPERATION OF THE RECYCLED WATER SYSTEM WILL NOT RESULT IN CROSS CONNECTIONS BETWEEN THE RECYCLED WATER AND THE POTABLE WATER PIPING SYSTEMS. DESCRIBE THE PRESSURE TEST DONE BEFORE INSTALLATION OF THE METER. THE CITY VERIFIES PRESSURE. IRWD CONDUCTS AN ANNUAL CROSS CONNECTION TEST. F) PIPE LOCATIONS OF BOTH RECYCLED WATER AND POTABLE SYSTEMS, OR BRIEF EXPLANATION FOR THE EXCLUSION OF SYSTEM NOT SHOWN. SEE PLANS FOR OFFICIAL I.R.W.D. USE ONLY IRRIGATION EQUIPMENT LEGEND SYMBOL !WI NOT SHOWN ~ f+l □ "" MANUFACTURER AND MODEL WATER METER, SIZE PER PLAN -INSTALL PER CIVIL ENGINEERS PLANS ELECTRIC SERVICE FOR IRRIGATION CONTROLLER INSTALL PER ELECTRICAL PLANS HAYWARD BASKET STRAINER MODEL #72 SS WITH BALL VALVES AND 40 MESH STA!NLESS STEEL SCREEN WILKINS #510 PRESSURE REGULATOR (SPRING RANGE 75-125 PSI) GRISWOLD MASTER VALVE. MODEL 2000 SERIES NORMALLY CLOSED MASTER VALVE. SIZE PER PLAN. (FOR RECLAIMED MAINLINE) RAIN BIRD QUICK COUPLER. MODEL #33 □NP (NON POTABLE LOCKING COVER). INSTALL ON MAINLINE AT 200' ON CENTER PER PLAN. (INSTALL ON RECLAIMED MAINLINE ONLY) GRISWOLD OW SERIES REMOTE CONTROL VALVE. SIZE PER PLAN. (INSTALL ON RECLAIMED MAINLINE ONLY) RAIN MASTER FLOW SENSOR. MODEL #EVFM, SIZE PER PLA.N, RAIN MASTER FLOW SENSOR CABLE MODEL# EV-CAB-SEN. NIBCO T-113 GATE VALVE. SIZE PER MAINLINE. r<AIN MA::01rn r.vOLUTION DX2 CEmr;AL CONTKULLER. HYUROSCAPI:. MODELtf Hs16 -:>OX42~· HSUX 03 H;::,LJX RI-H:;;EV RADIU -1-HSr.v ANI ·ru LINKED TD A MODEL#HSl6-SDX-42-S/HSDX-03/HSDX-HW (SATELLITE) VIA COMMUNICATION CABLE MODEL# EV-CAB-COM. INSTALL IN A STRONG BOX STAINLESS STEEL TOP MOUNT CONTROLLER ENCLOSURE, ASSEMBLED BY HYOROSCAPE. CONTACT TOM GENTILE AT 909-461-0942. RECLAIMED WATER IRRIGATION SYSTEM-MAIN LINE (BURY 24" BELOW FINISH GRADE), SCH. 40 PVC-1 1/2" AND SMALLER, CLASS 315 PVC-2" AND LARGER. * SEE NOTE 2 THlS LEGEND. CLASS 200 PVC LATERAL LINE (BURY 12" BELOW FINISH GRADE) • SEE NOTE 2 THIS LEGEND SHEET REFERENCES DETAIL Ll-7 C D F E I, J G H A, B C,D,E,F, G,H,l,J,K DETAIL Ll-8 A,C,D NOTES Ll-10 V V V V V V V V V V V - - - -UVR-PVC (OR EQUAL) LATERAL LINE SCHEDULE 40 PIPE. INSTALL ON GRADE, PURPLE PIPE FOR "RECLAIMED WATER". I J K J B V V GALVANIZED (SCH 40) MAINLINE AND BROWNUNE WIRE SLEEVE (SIZE AS NEEDED) ATTACHED TO MAINLINE. INSTALL ON GRADE FOR ALL SLOPES OVER 3:1. -··-··-USE PURPLE STICKERS LABELED "RECLAIMED WATER". V SCHED. 40 PVC MAINLINE, LATERAL LINE AND WIRE SLEEVES-BURY 24" BELOW FINISH GRADE. J V RAIN MASTER COMMUNICATION CABLE MODEL # EV-CAB-COM G NOT SHOWN CONTROL AND COMMON WIRE #14 AWG-UF (600-VOLT DIRECT BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) UL APPROVED. A.F,G,l,J V NOTE 1 SEE IRVINE RANCH WATER DISTRICT RECLAIMED ANO POTABLE WATER NOTES, SHEET ll-10 NOTE 2 ALL RECLAIMED MAINLINE AND LATERAL SHALL BE PURPLE PIPE OR IRWD APPROVED EQUAL FOR "RECLAIMED WATER". IRRIGATION HEAD LEGEND 001;:; n.: • ~ll:' oiPATTERN & GPM REFERENCES Cl.Cf.! '-'x IJJ:i:1----.--.-,--.---+--------------.--,=e---T-==,,,,...,...,=,-1 SYMBOL MANUFACTURER AND MODEL ii~ 8:~ F H Q V REMARKS SHEET D~I;L D~~L N~~~ l---i'-liil':'--~-lli'ir-t-TO_R_0_5_7_0_z_-_12_P_-_x_F-_c_o_M_-_1_5-_x_x_-_P_c_sH_R_uB_Po_P_-_u_Pt-3-0-t-1-5-f-1-.4_9+-,3-.0-0-,f-1-.5-0-+::-0.-::75:-t-,,"jc,,:",.o+M-P_R_P_L_us_s_P_RA_Y_N_oz_z_L_Es_(9_0_·-_3_5_o_·) __ N_o_T_E_2+----t--c-+-cv:,---l @ @) TORO 570S-XF-15-XX-PC SHRUB STD. 30 15 1 49 3 00 1.50 0.75 °/CQ MPR PLUS SPRAY NOZZLES (90'-360') NOTE 1 2 - 8 D V ~fij ~ ID) TORO 570Z-12P-XF-COM-12-XX-PC SHRUB POP-UP 30 12 1:49 1:92 0.96 0.48 °;~~-MPR PLUS SPRAY NOZZLES (90'-360') NOTE ,2 -~ V @ @ @ ( c....j..:.TO:.:R..:D..:5::.;7.::0;::S_-x::;F_-..:1.::2_-::;xx.:.-.:.P.::C_; ___ _;:S::;HR.::U::::B:..::ST..:D::.·1-3-o-+-1..:2-1_1.:.·•..:9..:i..-1.:..9:.:2:...:1-D:.: . .:.95➔.:.0._48:..j..Joi!J\8~2-..:j..M_P_R_P_L_us_s_P_RA_Y_N_oz_z_L_Es_;(9_o_·-_3_s_o.:.·)_.:.N.:O.:.TE;_1.:;,24-_-_-I_B~,-□_l-_v_-l ~ Isa ~ ~ TORO 570Z-12P-XF-COM-10-XX-PC SHRUB POP-UP 30 10 1.49 1.33 0.66 0 . .33 °/f3-MPR PLUS SPRAY NOZZLES (90"-360') NOTE 2 -C V ~ @ @ i TORO 570S.-XF-10-XX-PC SHRUB STD. 30 10 1.49 1.33 0.66 0.33 °;~l3-MPR PLUS SPRAY NOZZLES (90"-360") NOTE 1,2 -B,O V i ~ rij TORO 570Z-12P-XF-COM-8-XX-PC SHRUB POP-UP 30 8 1.54 0.85 0.44 0.22 °o~f5 MPR PLUS SPRAY NOZZLES (90'-360') NOTE 2 -C V @ @ @ TORO 570S-XF-8-XX-PC SHRUB STD. 30 8 1.54 0.85 0.44 0.22 °o~/5 MPR PLUS SPRAY NOZZLES (90"-360') NOTE 1,2 -8,D V @ [§] [J . -,;-T_o_R_o_5_7o_z_-_1_2_P-_x_F_-_c_oM_-_5_-_xx_-_P_c_s_H_Ru_a_P_o_e-_u_e+--30....,1-s-t-1 _.s_1 +--□_.3_5-+_o_.1_s+-o_.0_9-+0ic6~;;ai5➔M_P_R_PL_u_s_sP_R_A_Y_N_o_z_zL_E_s_(_9_o·_-_3_so_·) ___ N_oT_E_2+-----+-c--t __ v_-1 @ ".:.='-1.:.T;::OR.:.0;__;_57..:0::;s_-_;XF.:.-...::.5-..:X.:.X.:.-.:.p;::c ____ _;s.:.H.:.R..:UB:...:S.:.TD..:·-1-3-0-1-5-1-1.-6_1.j-..:D.;::35;_;..:.D·.:.1;::8+:0.::.0;::9-1-,o~~~t--l-M-P..:R_P_;L_;U;::S_s_;P_R_M_N_o.:.zz_L_;E_s_;(.:.90_·_-_36_0_;·) __ N_o_T_E_1.:.._2.j-_-_-l __ B._D_-1-_;_v_~ p n Q ~ TORO 570Z-12P-XF-COM-(PCD-1.4) SHRUB POP-UP 20 12 1.49 1.92 0.96 0.48 °;4f,-MPR PLUS SPRAY NOZZLES (90·-350·) NOTE 2 - C V ,\; 'i' + ~ TORO 570Z-12P-XF-COM-(PCD-1.0) SHRUB POP-UP 20 10 1.48 1.33 0.66 0.33 °;','3 MPR PLUS SPRAY NOZZLES (90'-36□·) NOTE 2 - C V $; <> <) ~ TORO 570Z-12P-XF-COM SHRUB POP-UP 20 B 1.54 0.85 0.44 0.22 oQ~i5-MPR PLUS SPRAY NOZZLES (90'-360') NOTE 2 _ C V /t, o O 1/, TORO 570Z-12P-XF-COM SHRUB STD. 20 8 1.54 0.85 0.44 0.22 °02,'5 MPR PLUS SPRAY NOZZLES (90--360-) NOTE 1,2 -B.D V [D NOTE 1 NOTE 2 TORO 570Z-12P-XF-COM-4-SST-PC SHRUB POP-UP 20 4XJO l.41 0.88 MPR PLUS SPRAY NOZZLES NOTE 2 - C V TORO 570Z-12P-XF-COM-4-SST -PC SHRUB POP-UP 30 4X30 1.41 0.88 MPR PLUS SPRAY NOZZLES NOTE 2 - C V TORO SB-2-18D-PC2 STREAM BUBBLER 30 1.5 0.21 -STREAM BUBBLER NOZZLE NOTE 1 -A V TORO 514-20 BUBBLER 30 3 2.40 -500 SERlES UNIVERSAL FLOOD BUBBLERS NOTE 1 -A V USE ANTI-ORA.IN DEVICES ON ALL SHRUB HEADS TO PREVENT LOW HEAD DRAINAGE-KING BROTHERS KC OSOOT, 0750T CHECK VALVE. GPM ON VAN NOZZLES VARIES DEPENDING ON F!ELO ADJUSTMENTS FROM THE 90" HEAD GPM TO THE FULL HEAD GPM IRRIGATION SPECIAL PROVISIONS 1. RECLAIMED WATER: REFER TO THE IRVINE RANCH WATER DISTRICT STANDARD NOTES SHEET Ll-10 FOR ALL RECLAIMED WATER IRRIGATION WORK 2. DOMESTIC WATER/RECLAIMED WATER: REFER TO THE IRRIGATION NOTES SHEET Ll-10 FOR ALL DOMESTIC AND RECLAIMED WATER IRRIGATION WORK 3. ASSURE THAT NO "RECLAIMED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES. THIS INCLUDES ANY GATED ENTRIES TO HOMES, BACK YARDS, OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. 4. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZLE AND/OR PRESSURE COMPENSATING SCREEN TO FIT EXISTING SITE CONDITIONS. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WAT£R METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER (IRWD) DISTRICT r ACILITIES MUST BE APPLIED fOR AND/OR APPROVED THlwucfi THE IRVINE RANCH WATER DISTRICT DEVELOPMENT SERVICES CROUP. FOR SPECIFIC REQUIREMENTS FOR OB!AINING SERVICE CALL (949) 453-5300 PLAN CHECK NO. --:---c;e",0~4~3:------- 0NSITE APPROV ·•, • n• , , • ,,t\t@l'. DATE "'f(fi!,pfl/lf ~ z ~ ...J => en z 0 0 ... r.J) z 0 en ~ ... a:. @ a a:. 0.. .... 6. - C, z -z w Q i w > -a: Q I 0 Ix ~ w z ' JOB NO. A4854 SHEET LI -9 IRWD PC# 2043 ... 39 OF 52 C\J' LO o::> LO r-!. LO LO ~ iC -, lO 0 ........ CX) ,-- ........ ,-- 0 w :::> CJ) CJ) -z 0 -r- 0 :::> a: r-U) z 0 0 ........ lO :ff= .....J ~ r--2 co :::> CJ) >-0 z w 0 <( I. SCOPE OF IRRIGATION WORK A. BASE SHEETS WERE DERIVED FROM PLANS: PREPARED BY_· -~RB~F~&~AS~S~O~C~IA~T~ES~------------ TITLED: EXISTING SURVEY DATED: ---~12~/~3~/~03~----REVISED: _______ _ 8. WATER INFORMATION Wf.S OBTAINED FROM: MR.: TOM ROBERTS OF: IRVINE RANCH WATER DISTRICT PHONE, (2i<l_) 453-S300 OATL __________ _ II. IRVINE RANCH WATER DISTRICT GUIDELINES FOR RECLAIMED WATER USE THE FOLLOWING GUIDELINES HAVE BEEN ESTABLISHED BY THE IRVINE RANCH WATER DISTRICT IN CONJUNCTION WITH THE ORANGE COUNTY HEALTH DEPARTMENT AND THE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD. THEY ARE INCLUDED TO PROVIDE THE BASIC PARAMETERS FOR THE USE OF RECLAIMEO WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WITH THESE GUIDELINES YOU MUST: 1. IRRIGATE BETWEEN THE HOURS OF 9c00 P.M. AND 6,0o A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY W!TH QUALIFIED SUPERVISORY PERSONNEL ON-SlTE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT W1LL MINIMIZE RUNOFF POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO SE COMPATIBLE WlTH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO EUMlNATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. 4, MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECLAIMED WATER, ANO THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. GtVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT TH!S INFORMATION BE DISSEMtNATED ON AN ALMOST DAILY BASlS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO !S RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNT1L THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. THE IRVINE RANCH WATER DISTRICT FEELS THAT THE BENEFITS TO BE DERIVED FROM THE SUCCESSFUL APPLICATION OF RECLAIMED WATER MERIT THE OPERATING REQUIREMENTS THAT HAVE BEEN ESTABLISHED. IF YOU HAVE ANY QUESTIONS, OR !F WE CAN BE OF ANY ASSISTANCE, PLEASE DO NOT HESITATE TO CALL OUR IRRIGATION WATER GROUP AT (949) 453-5300. THANK YOU. Ill. IRVINE RANCH WATER DISTRICT RECYCLED AND POTABLE WATER NOTES THE FOLLOWING SPECIAL ON-SITE RECYCLED WATER NOTES ARE TO BE SHOWN ON ALL ON-SITE RECYCLED WATER SYSTEM CONSTRUCTION PLANS; A. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE IRVINE RANCH WATER DISTRICT (lRWD) AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. B. ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH IRWO'S REGULATIONS AND THE IRRIGATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED (RECLAIMED) WATER SYSTEMS. D. MARKING ON THE PURPLE PVC SHALL INCLUDE THE FOLLOWING, CAUTION RECYCLED (OR RECLAIMED) WATER; NOMINAL PIPE SIZE; PVC- 1120; PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES; ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRlNTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. E. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES, ISOLAT10N VALVES, QUICK COUPLERS, AND ALL APPURTENANCES SHALL TAGGED WITH IDENTIFICATION TAGS. 1. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4~, PURPLE IN COLOR WITH THE WORDS ~WARNING RECYCLED (OR RECLAIMED) WATER -00 NOT DRINK" IMPRINTED ON ONE S!DE, AND ''AVISA AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 2. ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS, OR; IDENTIFICATION SHALL BE AFFIXED TO EACH IRRIGATION VALVE LID COVER AND VALVE AS FOLLOWS: (a) IDENTIFY VALVE COVER WITH LABEL OR BRANDED HOT STAMP THAT READS "RECYCLED (OR RECLAIMED) WATER DO NOT DRINK" (b) ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP. OR (C) ATTACH TAG TD CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP (d) ATTACH TO BODY OF THE RELATIVE APPURTENANCE WITH A PLASTIC TIE-WRAP F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER G. WARNING TAPES SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAP£ AND THE PIPE EVERY 5 FEET ON CENTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER SHALL BE BLUE IN COLOR WITH THE WORDS nCAUTION BURIED WATERLINE BELOW" IMPR!NTED IN MINIMUM 1-!NCH LffiERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. I. IRWD SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRIGATION CONSTRUCTION AT (949) 4S3-5300 AND EACH WORK DAY THEREAFTER UNTIL COMPLETION OF PROJECT, J. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED ANO POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-!NCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3- INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION RECYCLED (OR RECLAIMED) WATER". K. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE BETWEEN THE HOURS OF 9:00 P .M. AND 6:00 A.M. UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. L. ALL NEW COMMON AREAS WHERE RECYCLED WATER IS USED AND THAT ARE ACCESSIBLE TO THE GENERAL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE, "RECYCLED WATER - DO NOT DRINK" OR "RECLAIMED WATER -DO NOT DRINK". EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. M. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS, AND SIDEWALKS. N. CONTACT THE IRWD OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE / ANO CROSS CONNECTION TEST AT (949) 453-5300 ANO ARRANGE A WALK THROUGH OF THE SYSTEM. 0. FAILURE TO COMPLY WITH ANY OF ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF IRWD RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE MEASURES HAVE BEEN TAKEN. P. WARNING TAPE ON RECYCLED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PROJECT-BY-PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS: 1. WARNING TAPE SHALL BE USED ON All CONSTANT PRESSURE MAINS 2. WARNING TAPE SHALL BE A M!N!MUM OF 3-INCHES WIDE ANO SHALL RUN CONTfNUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF TH£ PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. 3. WARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS "CAUTION - RECYCLED (OR RECLAIMED) WATER" IMPRINTED A MINIMUM OF 1- INCH HIGH AND BLACK !N COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. APPROVAL FOR ONSITE RECLI\IMED WATER SYSTEM ONLY WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER (IRWD) DISTRICT FACILITIES MUST BE APPLIED fOR AND/DR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300 PLAN CHECK NO._~_,s043, ______ _ ON SITE APPROV'!J,;--;~c ·ji\• ,. · :'--' -DATE~ , en 1-z ~ ...J ::::) en z 0 (.) en z 0 en > w '-a:. , I-(.) w -:, 0 0: a. '- , '- , 6, 6, 6, 6, 6, > c., z a: z -:l: z w 0 0 Q -I-3:': z w w ;;: &:l. > g -a: w Q Gj t; Q E: ~ z 0 ::> :if t: :E 0 ~ 0 w 3:': z -w > cc z - z QCJ) 1-W <( I- C, 0 0: z 0: - JOB NO. VJ z ~ :s a: Q. VJ I- ~ :z w :IE ~ a. 0 ..I -..I :c LIJ z > -w 5 Q L!J cS 0. ..., (3 z VJ ~ Q z :s A4854 SHEET LI -10 IRWD PCf~ 2043 40 OF 52 C\.I~ LO 00 LO I ,-... LO LO ~ iC ~ ' :S 2 a: 0 IL. ::i < 0 :c ~ OJ Ii: ~ ~ 2: u.. 0 ~ 0 _; _; U) IL Q OJ ..., () I\) \j) .. C I\) Cl O IL D LO 0 .......... <X) ,- .......... ,- 0 w ::, CJ) CJ) -z 0 -l-o ::, 0: 1- CJ) z 0 0 I _J ~ -~ co ::, CJ) >-0 z w CJ <( \ I I I I I I I I / 2 -.::, a 0-::t: <:( 0 0 0: -:, Cl) 2 -' j ~ <t: -I Cl) :E ------ I I I /0 U1mN SNN If"-ID -1' U1 W,:;~~~~~\~~ SHRUB LEGEND SYMBOL PLANT NAME QIJANTITY SIZE @ ARCTOSTAPHYLOS ;e, 'PACIFIC MIST' I GAL. ARCPA.c:. 0 ARTEMESIA CALIFORNICA 25 I GAL. CALIFORNIA $AGESRtJ5H "' ® CALLISTEMON CITRINIJS 42 S GAL. VAR. 'LITTLE JOHN' - © CARISSA MACROCARPA TUTTELII 955 I 6AL. "" ENC.ELIA CALIFORNICA I GAL. e 2"1 CALIFORNIA ENC.ELIA = ED ERI060NUM FASCICULATUM I 6AL. 91 CALIFORNIA 6UCKffiEAT ,~o @ MIJHLENBERGIA RIGENS 95 I GAL. DEERGF<A$$ - ® RHAPHIOLEPIS UMBELLATA "'"' 'MINOR' S GAL. ~- 0 RHIJS INTE6RIFOLIA 5 6AL. 5 L8-10NAOE BERRY "" ROSMARINUS 0. 'PROSTRATUS' I GAL. ® 911 PROSTRATE ROSEMARY """ @ SALVIA MELLIFERA 9· 5 GAL. 6LACK5AGE &Af. I I I I I I I 9' O.C. TRIANG>IJLAR SPACING> (MAX. TYP.) 9' O.C. TRIANGIJLAR SPACING (MAX. TYP.) 2'-b" O.C. TRIANGULAR SPACING (MAX. TYP.) 2' O.C. TRIANGULAR SPACING (MAX. TYP.) 2' O.C. TRIAN6ULAR SPACING, (MAX. TYF.) 9' O.C. TRIANGULAR SPACING (MAX. TYP.) 9' O.C. TRIAN6ULAR SPACING (MAX. TYP.) 9' O.C. TRIANGULAR SPACING, (MAX. TYP.) b' O.C. SPACING, (MAX. TYP.) 9' O.C. TRIAN6ULAR 5PACIN6 (MAX. TYP.) 9' O.C. TRIANGULAR SPACING, (MAX. TYP.) f I I I I I 1/ I I -~ EXISTING l\vfPROVE\vfENTS AND CONSULT ANT FEATURE REFERENCE LE<S-END SYMBOL NO. ~ [!] P-<> 'G u ~ ¾ ,0 >--..., ® ® G) DESCRIPTION EXISTING> CURS AND/08, G>UTTER PER CIVIL ENG>. PL MS EXISTING> DRAIN INLET, BY OTHERS, TYPICAL. EXISTING> STREET LIG>HTS PER CIVIL ENG>. PLANS, VERIFY. EXISTING> FIRE HYDRANT, TYPIC PER C-IVIL EN5. PLANS. TYPICAL EXIST. SLQ PER CIVIL ENG>. PLANS, VE Y. EXIST. AL FIVE FOOT CONTOUR IVIL ENG>. PLANS, VERIFY. EXISTING> SEi"IER MANHOLE BY OTHERS. EXISTING> STORM DF<AIN MANHOLE BY OTHERS. EXISTING> TELEPHONE MANHOLE BY OTHERS. ...._ ...._ ...._ ...._ ...._ ...._ ...._ [QJ -T- -E- 0 EXISTING> i"IATER LIN PER CIVIL ENG>. PLANS. PROTECT--PLAC-E, VERIFY EXISTING> l'l~HT OF -y (R.o.n) TING> SBC VAULT ~ENTS BY OTHERS. EXISTING TRAFFIC SIG>NAL BY OTHERS. ~ EXISTING ElLOY'l OFF VALVE l.'.:::J i BY OTHERS. r;:;:, EXISTING> i"IATER METER ~ 'FER CIVIL ENG>. PLAN .I.C. STING> T OF SLOPE \ R'S PLAN, VERIFY. SIGNAL / STREET ERS. IS'JilNG> Tl=LEPHONE BY OTHERS. EXISTl~G> GAS LINE BY OTHERS. ~ EXISTING-ELECTRIC SY OTHERS. \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ ---...._ ~------~ :r+-,, I ------i I I I I I I I I I I I -----!+- / I \ D PB []]] - ~ ~ - EXI TING> G>AS VALVE BY O ERS. STORM RAIN LINES PER CIVIL ENGINEER PLAN. EXISTIN<!> IRRl<!>A N CONTROL VALVE BY OTHERS. EXISTING TEST STATION BY OTHERS. EXISTING> UTILITY / TRAFFIC LLElOX !3Y OTHERS. E TIN<!> MANHOLE PER CIV EN<!>INEER'S PLAN EXIST DROP INLET BYO MAINTENA E VEHICLE PULLOUT BY OTHERS. ......._ ......._ ......._ ---- ALL AREAS SHALL BE MAINTAINED BY THE CITY Of NEV'IPORT BEACH REPAIR AND REPLACE EXISTING> PLANT MATERIAL DAMA6ED DURING> CONSTRUCTION TREE LEGEND -- \ SYMBOL PLANT NAME QUANTITY SIZE REMARKS STREET TREE PLANTING REQUIREMENTS: -•-r. PLATANUS RACE\vfOSA "' • C 4 Sb" BOX c:: ~ ;, 0 .24" BOX -.r CALIFORNIA SYCAMORE PLAT ·,, 0 OUERCU5 ASRIFOLIA 2 Sb" BOX C,OA5T LIVE OAK QA 0 .24" BOX TREE SPACING PER THE CITY OF NEY'lPORT BEACH REQIJIREMENTS STANDARD AS NOTED STANDARD AS NOTED I. 25'-0" BACK Of BE61NNIN6 Of CURB RETURNS AT INTER.SECTIONS. 2. 10'-0" FROM LAMP ST AND ARDS. S. I0'-0" FROM FIRE HYDRANTS. 4. I0'-0" FROM SERVICE V'IALKS OR DRIVEV'IAYS. 5. I0'-0" FROM METERS AND SEV'IERS .. 6. 25'-0" FROM STOP Sl6NS. i. I0'-0' FROM BENCH DRAIN. \ \ PLANTING NOTES: !m:FER~O THE V'IRITTEN SPECIFI ATIONS. \ Af2 LA S APE AREAS SHALL SHEET fLOV'-1 @ 2% MINIMUM OR DR IN T A EA DRAINS @ 1% INIMUM IN ACCORDANCE V'IITH ~ , ITY OF 1'1,E ~ORT BEACH S~ DARDS. ~-INAL TREE A D SHRUB PLA MENT TO BE APPROVED BY ~ NE AN S APE ARC.HIT T A MINIMUM OF 10 V'IORKINGo D S P 10 T PLANTING-. / 4. 5. ~ ) . FLOV'ILINi /DIRECTION OF DRAINAGoE @ 1% MIN. C: VIL N • \-ANS. " RUB \~ N7\_INGo AR AS TO BE MULCHED V'IITH A '"""-""' INCH ,y" tvflN. LAY;, R OF MULCH. OREST ryLooR MULCH O"-2" APPEARANCE GoRADE. RIC\\/11': MU~C V'IITH V'INER/LANDSCAPE ARCHITECT INS LATI N. 6. ALL R -HIN CIT RIGHT Of V'IAY SHALL BE PLANTED V'llT /OV'IN RAND :A.GENCY APPROVED LINEAR ROOT B4<RRII . 'G' I ch.TE TRE S PLANTED V'IITH AN AG-ENCY AND OV'INER P f-iiov D LI AR ROOT BARRIER. 8. REF J TH CIT, OF NEV'IPORT BEACH "STANDARD PLANS" FOR ,A, L/TRE P ANTIN& SETBACK REQUIREMENTS. MINl1'1\U SETB C FOR ALL SHRUBS SHALL BE 2'-6" FROM BACK CUR O CENTER Of SHRUB. "I. ALL /r E LL BE 5'-0" MINIMUM FROM CURB. I I ol \ G INDEX MAP SCALE 1" = 20'-0" 0 1 2 C\I I ll. _, w w Cl) w z -_, :c ~ ~ I I I I I ~.uJJJJ I __ / ___________ J~ Nl>TTO<CAI.E ~ - '?.,-. = 'W 6 z 6 0 (J) 6 > 6 w ,,,a: 6 !z C, it z -:ii: z 0 LI.I z 0 ~ :5 0 C I--a: 0.. s: z CJ> ~ t!J w g lE w I). > :: g -(I) 0:: ..J 0.. UJ C ..J 0 -..J > ::c w w i Cu Q z -i; ~ Q llJ z 0 ~ ~ :::, ::i Ii: ;,i i 8 0 0 CJ> s I-0 0.. 0 w s'; w z -, -w 0 > a: z a: -0... , I z <( w ....I 3 ~ a.. !;: IQ Q (I) ~ CD z I-@ ~ -I-~ ;:::: z ~ 0... <( w ....I ~ a.. II) c; .'0· ffi ~ ' JOB NO. A4854 SHEET LP =1 " 41 OF 52 ' , ' ::s z a: 0 u.. ::i ~ :c ~ Iii I-a: 0 ti. ! z u.. 0 E: 0 , in' ~ 5 w :::> iz -~ II) t5 (.) ~ ~ ; ~ ~ <(., ' , L.() 0 ......... 00 ,-- ......... ,-- 0 w :::> U) U) z 0 -I- 0 :::> a: I-U) z 0 0 ......... L.() ~ ....I ~ 1--~ co :::> U) >-0 z w (I) <( -"t) ~ ~ ~ \ I i. ll' f.. ? ~ t( -"'t>);> t1 ~d ~f J~ C-9,,c ;-' ----~ .-------------~,-,,::c:::-=------~------------------------------------------------------------------------------------------------------·------------- ,- I 0.. _, LU LU Cl) LU z -_, :r: ~ <( ~ I-I (5 -a: a: w 0.... 0.... ::, w w (j") w z -.....I I 0 ~ 2: 0 @ e EB 0 PLANT N ARCTOSTAPHYLOS 'PACIFIC MIST' ARTEMESIA CALIFORNICA CALLISTEMON CITRINUS VAR. 'LI TILE. _JC!Htf_ ENCELIA CALIFORNICA CALIFORNIA ENC-ELIA ERIOGONUM FASCICULATUH CAI..IFORNIA =KffiEAT HETEROMELES ARBLITIFOLIA TOYON MIMULUS AURANTIAGUS MONKEY FLO~ MUHLENBERGIA RIGENS DEE;R6RA55 I let I~ 5 T G '/ 1, 241 940 597 99B 3B 283 STREET TREE FL.ANTING REQUIREMENTS: I. 25'-0" BACK OF BE61NNIN6 OF CURB RETURNS AT INTERSECTIONS. 2. I0'-0" FROM LAMP STANDARDS. S. 10'-0" FROM FIRE HYDRANTS. 4. 10'-0" FROM SERVICE V'lALKS OR DRIVEV'lAYS. 5. 10'-0" FROM METERS AND SEV'lERS. 6. 25'-0" FROM STOP SIGNS. i. 10'-0' FROM BENCH DRAIN. -:· I GAL. I GAL. S GAL. I GAL. I GAL. IS GAL. I <SAL. I <SAL. ALL AREAS SHALL BE MAINTAINED BY THE CITY OF NEV'lPORT BEACH 9' O.C. TRIANGULAR SPACING (MAX. rr'P.) 9' O.C. TRIANGULAR SPACING (MAX. rr'P.) 2'-b" O.C. TRIANGULAR SPACING (MAX. rr'P.) 2' 0.C. TRIANGULAR SPACING (MAX. rr'P.) S' O.C. TRIANGULAR SPACING (HAX. rr'P.) 12' O.C. SPACING (HAX. rr'P.) 4' 0.G. TRIAN<SULAR SPAGING (MAX. rr'P.) 3' 0.C. T IAN<SULAR SPAGIN (MAX. rr'P.) I I / I I / NEWPORT COAST DRIVE ® RHAPHIOLEPIS UMBELLAT 'MINOR' RHUS INTEGRIFOLIA LEMONAOE SERRY ROSMARINUS 0. 'PROSTRATUS' FR05TRA'l"'E ROSEMARY SALVIA MELLIFERA BLACK SA&E: TREE LEGEND SYMBOL PLANT NAME PLATANUS RACEMOSA GALlf'ORNlA SYC.AMOR.E 0 OUERCUS A0RIFOLl1' COAST LIVE OAI< // I II G 29 S <SAL. b' O.G. SPACING (MAX. TYP.) 1418 I <SAL. 3' 0.G. TRIAN<SULAR SPAGIN<S (MAX. rr'P.) 14"1 QUANTlrr' 2 0 II 0 S GAL. 9' O.C. TRIANGULAR SPAGIN<S /MAX. rr'P.) SIZE :36" BOX 24" BOX 36" BOX 24" BOX REMARKS STANDARD AS NOTED STANDARD AS NOTED (.N G) -j n rn NEWPORT COAST DRIVE • ~----1 B G --T-- \ • •........f.-P• ••• _I. _EE FLGABO 2. ALL LANDSCAPE--A&EAS E!=J'._f'LO~-MINIHUH OR DRAIN TO AREA DRAINS-@ 1% MINIHUM"lN"A6C-ORDANCE l'IITH GITY OF NEl'IPORT BEAGH STANDARDS. 3. FINAL TREE AND SHRUB PLAGEMENT TO BE APPROVED BY Ol'INER/LANDSCAPE ARGHITEGT A MINIHUM OF 10 l'IORKING DAYS PRIOR TO PLANTIN<S. 4. ( .L'.1.L.. __ )rr'P. FLOl'ILINE /DIRECTION OF DRAINAGE @ 1% HIN. SEE GIVIL EN6. PLANS. S. ALL SHRUB PLANTIN6 AREAS TO BE MULGHED l'IITH A THREE INGH (3") MIN. LAYER OF MULGH. FOREST FLOOR MULCH O"-2" APPEARANGE 6RADE. APPROVE MULGH l'IITH Ol'INER/LANDSCAPE ARGHITEGT PRIOR TO INSTALLATION. b. ALL TREES l'IITHIN CITY RIGHT OF l'IAY SHALL BE PLANTED l'IITH AN Ol'INER AND A<SENCY APPROVED LINEAR ROOT BARRIER. 7. '6' INDICATES TREES PLANTED l'IITH AN A<SENCY AND Ol'INER APPROVED LINEAR ROOT BARRIER. 8. REFER TO THE Clrr' OF NEv;PORT BEACH "STANDARD PLANS" FOR ALL TREE PLANTING SETBACK REQUIREMENTS. HINIMUM SETBACK FOR ALL SHRUBS SHALL BE 2'-b" FROM BACK Of' CURB TO CENTER OF SHRUB. "I. ALL TREES SHALL BE 5'-0" HINIMUH FROH CURB. co OJ '-'·' G) ~ U7 -1"-n U7 0) ,--j ~ ,-1 -I n n n rn rn rn ---------------~- EXISTIN& oAS \l'ALVE I- LL w .....I a: w s: 0 .....I w w (j") w z C') I Q. _, w LU Cl) LU z _, :r: 0 I-<( ~ ~--==to ~15TING GURB AND/OR 607, IE PER GIVIL ENG. PLANS , EXISTIN.S. i'iATER LINE PER GIVIL J;cl-t.S. PLANS. PROTEGT-IN-PLAGE, VJcRIFY §] BY OTHER5. i..::;___-i-.;=-1--=:..:...::...:.;==--------~"' -INDEX MAP 0 p---o G M @:I ¾-0 ~ ... ., [iJ ® 0 CD) El (j) ~ EXISTING GONGRETE 51D=LK AND/OR GORNER RAMP PER GIVIL STREET IMPROVEMENT PLANS EXISTING DRAIN INLET, SY OTHERS, TYPIGAL. EXISTING STREET Ll.s-HTS PER GIVIL ENG. PLANS, VERIFY. EXISTING FIRE HYDRANT, TYPIGAL PER GIVIL ENG<. PLANS. TYPIGAL EXIST. SLOPE PER GIVIL ENG. PLANS, VERIFY. EXIST. TYPIGAL FIVE FOOT GONTOUR PER CIVIL ENG. PLANS, VERIFY. EXISTING SEl<'IER MANHOLE BY OTHER5. ~l~~~:~TORM DRAIN MANHC;LE EXISTING TELEPHONE MANHOLE BY OTHERS. ~ -T- -E- EXISTIN.S. Rl&HT OF i'iAY (R.O.V'l) EXISTING SBG VAULT 1'1/VENTS BY OTHERS. EX15TING TRAFFIG SIGNAL BY OTHERS. EXISTING BLOl'I OFF VALVE BY OTHER5. EXISTIN& V'sATER METER PER GIVIL ENG. PLANS, N.I.G. EXISTING TOP I TOE OF SLOPE PER GIVIL ENGINEER'5 PLAN, VERIFY. EXISTING TRAFFIC SIGNAL / STREET LIGHTS BY OTHERS. EXISTING TELEPHONE BY OTHER5. EXISTING GAS LINE SY OTHERS. EXISTING ELEGTRIC BY OTHER5. El D PB 0 [Ill] ~ ~ ~ ~ §3 ~ §] ~ STORM DRAIN LINES PER GIVIL ENGINEER'S PLAN. EXISTING SIGNS BY OTHERS. EXISTING IRRto::,ATION GONTROL VALVE BY OTHERS. EXISTING TEST STATION BY OTHERS. EXISTING UTILITY / TRAFFIG f'.ULLBOX BY OTHERS. EXISTING MANHOLE PER CIVIL ENGINEER'S PLAN EXISTING DROP INLET SY OTHERS. MAINTENANCE VEHICLE PULLOUT BY OTHERS. SCALE 1" = 20'-011 0 1 2 l<kkkMJ,ikJ I /2 '\- \ \ \ \ \ / ___________ J8; NOT TO SCALE '(I) &l~ATION ~ 1t11!1.C<',A:.;n;;;;;,.,ON--, f'S7.Ct1YOf&~e.vw:::H.04/, z D, 0 (/) D, > D, w ,.a: D, . >-C, z -< z Q. -< ::: z (/) z 0 w C') z a: 0 C ";" ::i !2 -I-s: a: Q. ~ z en I-w w 0 z (,) ~ > I-w ::c Q. ::l!: 0 -(I) 0. ~ ..J cc ..J g UJ C ..J co -Gj I-:c w le z [u 0 Cl) -0 ~ < :::, 0 0. 0 ~ w ::: -UJ z 0 0 ~ z :::, "') LI-:!E I- ~ (/) 0 ::;;: a: 0 ~ 0 0 en z I-0 0.. ::i (,) 0 UJ s:: w z -, -w 0 5: z a: -0.. -.:t-"' 0 0 ..... ..... 0 <O "' ~ ..... -.. ~ F 0 z Lil <( :::> fl) __J Lil (f) (f) :::> 0... ~ (f) t; (f) Cl z 0 0 iii 0 z t5 I I -Lil I--, z ~ <( w w :::> __J :::> (f) (f) (f) 0... (/) a: >- >),; w ~ ~ ~ 0' LO 0 ......... co ,--- ......... ,--- 0 w :::) (f) (f) -z 0 -I- 0 :::> a: I-(f) z 0 0 ......... LO =!:I: __J <( I-I--2 --------.......i co JOB NO. A4854 SHEET LP -2 42 OF 52 :::) (f) >-0 z w 0 <( --z::. ii --\ ~ ,-\} i~ 6'~ G C'"• d :t'? ~(: V\, ("I r l V' 0: (1' vi \ V' c~ ~ ~ C'\I s I n.. "l _j w w Cl) w z -_j I 0 I-<( ~ -----1 _p,. -, n --J ul 0, (_n 0 --J --J CD ~ _p,. 0 n (J7 ,-0 --ri CD ~ ~ C) n -, co rn CTJST C) NEWPORT co DRIVE rn G 7 ' I PLANTING NOTES: I. REFER TO THE V'!RITTEN SPECIFICATIONS. 2. ALL LANDSCAPE AREAS SHALL SHEET FLOV'l@ 2% MINIMUM OR DRAIN TO AREA DRAINS @ 1% MINIMUM IN ACCORDANCE V'!ITH CITY OF NEV'IPORT BEACH STANDARDS. S. FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BY OV'INER/LANDSCAPE ARCHITECT A MINIMUM OF 10 V'IORKING DAYS PRIOR TO PLANTING. 4. ( ..<'-'..,___--)TYP. FLO)l'{LINE /DIRECTION OF DRAINAGE @ 1% MIN. SEE CIVIL ENG. PLANS. 5. ALL SHRUB PLANTING AREAS TO BE MULCHED V'IITH A THREE INCH (5") MIN. LAYER OF MULCH. FOREST FLOOR MULCH O"-2" APPEARANCE GRADE. APPROVE MULCH V'!ITH OV'!NER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. ALL TREES V'IITHIN CITY RIGHT OF V'!AY SHALL BE PLANTED V'IITH AN OV'INER AND AGENCY APPROVED LINEAR R_OOT BARRIER. 1. 'IS' INDICATES TREES PLANTED V'IITH AN AGENCY AND OV'INER APPROVED LINEAR ROOT BARRIER. 8. REFER TO THE CITY OF NEV'IPORT BEACH "STANDARD PLANS" FOR ALL TREE PLANTING SETBACK REQUIREMENTS. MINIMUM SETBACK FOR ALL SHRUBS SHALL BE 2'-6" FROM BACK OF CURB TO CENTER OF SHRUB. "l. ALL TREES SHALL BE 5'-0" MINIMUM FROM CURB. JHg()B I ECSEND SYMBOL 0 @ e EB 0 ® 0 -ap PLANT NAME ARCTOSTAPHYLOS 'PACIFIC MIST' ARTEMESIA CALIFORNICA <:,ALLISTEMON <:,ITRINUS VAR. 'LITTLE JOHN' CARISSA MAGROGARPA TUTTELII ENC.ELIA GALIFORNICA CALIFORNIA ENC.ELIA ERIOGONUM FAS<:,l<:,ULATUM C-ALIFORNIA 6UCK!-1HEAT HETEROMELES ARBUTIFOLIA TOYoN MIMULUS AURANTIAGUS MONKEY FL.OVER MUHLENSERGIA RIGENS DEERISRAS5 RHAPHIOLEPIS UMBELLATA 'MINOR' RHUS INTEGRIFOLIA LEHONADE 6!=RR'f ROSMARINUS 0. 'PROSTRATUS' PROSTRATE ROSE:MARY SALVIA MELLIFERA 61..AC-K SAGE EXISTIN(S, IMPROVEMENTS AND CONSULT ANT FEA TI.JRE REFERENCE LEGEND SYMBOL NO DESCRIPTION \b QJ EXISTING CURS AND/OR GUTTER PER CIVIL EN&. PLANS -- ~ m EXISTING> CONCRETE SIDEi"IALK AND/OR CORNER RAMP PER CIVIL STREET IMPROVEMENT PLANS ---- @] 0 EXISTIN& DRAIN INLET, SY OTHERS, TYPICAL. -¢--<, G EXISTING STREET Ll&HTS PER CIVIL EN&. PLANS, VERIFY. M 0 l;;XISTING> FIR!= HYPRANT, TYPICAL PER CIVIL ENG>. PLANS. ¾ 0 TYPICAL EXIST. SLOPE PER CIVIL ENG>. PLANS, VERIFY. . ~ @ ~ ---~ .. [2J EXIST. TYPICAL FIVE FOOT CONTOUR .. PER CIVIL ENG. PLANS, VERIFY. [§]----P'. ® 0 EXISTING SEY'lER MANHOLE SY OTHERS. -T- @ BJ EXISTIN& STORM DRAIN MANHOLE SY OTHERS. -G- (i) ~ EXISTING TELEPHONE MANHOLE SY OTHERS. -E- "" 0 @) ~ B @] ~ @] ~ ~ §1 ~ UANTITY SIZE REMARKS 3' O.<:,. TRIAN<S,ULAR I GAL. SPA<:,IN6 (MAX. TYP.) I 6AL. 101 5 6AL. 344 I GAL. 3B5 I GAL. 141 I GAL. 15 GAL. 21 I GAL. Ibo I GAL. 101 5 GAL. 5 GAL. 838 I c,,AL. 1<! 5 GAL. 3' OC. TRIAN6ULAR SPAGIN6 (MAX. TYP.) 2'-o" O.G. TRIAN6'ULAR SPAGIN6 (MAX. TYP.) 2' O.C. TRIANGULAR SPACING (MAX. TYP.) 2' O.G. TRIANGULAR SPACING (MAX. TYP.) 3' O.G. TRIANGULAR SPAGIN6' (MAX. TYP.) 12' O.G. SPACING (MAX. TYP.) 4' O.G. TRIANGULAR SPACING (MAX. TYP.) 3' O.G. TRIANGULAR SPACINc,, (MAX. TYP.) 3' O.G. TRIAN6ULAR SPACING (MAX. TYP.) o' O.C. SPACING (MAX. TYP.) 3' O.C. TRIANGULAR SPACING (MAX. TYP.) 3' O.C. TRIAN<S>ULAR SPACINc,, (MAX. TYP.) EXISTIN6 i"IATER LINE PER CIVIL ENG>. '1) PLANS. PROTECT-IN-PLACE, VERIFY EXISTING RIG>HT OF i"IAY (R.O.i"I) EXISTIN6 SSC. VAULT i"I/VENTS ~ BY OTHERS. ~ EXISTING TRAFFIC SlcS>NAL SY OTHERS. B EXISTING SLOi"I OFF VALVE BY OTHERS. EXISTING i"IATER HETER D FER CIVIL ENG>. PLANS, N.I.C. PB EXISTING> TOP / TOE OF SLOPE PER C,IVIL ENG>INEER'S PLAN, VERIFY. 0 EXISTIN6 TRAFFIC, SIGNAL / STREET LIGHTS BY OTHERS. [ill EXISTIN<:> TELEPHONE SY OTHERS. ~ EXISTIN6 cS>AS LINE SY OTHERS. EXISTING ELECTRIC BY OTHERS. a §] ~ ~ §] § §I ~ I§ 0 ,__, -, n rn (_n ul 0, _p,. N 0) (_n N _p,. N ~ ~ -, ~ n n -, rn CD G"') /////!_., /j/"t ', /.1// '/I /// '// i/1 /l/i/)--. .\" l / i / ., / ,-; ;' / / / / / / ; / ) / / ; / / / r I ! ,, ; / / / / / / ·' / ' . TREE LEGEND SYMBOL PLANT NAME PLATANUS RACEMOSA C.ALIFORNIA 5YCAMORU'.= 0 QUERCUS AGRIFOLIA COAST LIVE ON': PLAT QA QUANTITY 5 0 5 0 SIZE 36" BOX 24" BOX 36" BOX 24"BOX TREE SPACING PER THE CITY OF NEi"IPORT BEACH REQUIREMENTS ALL AREAS SHALL BE fvfAINTAINED BY THE CITY OF NEV'IPORT BEACH STREET TREE PLANTING REGUIRE!V!ENTS: I. 25'-0" BACK OF BEGINNING OF CURB RETURNS AT INTERSECTIONS. 2. I0'-0" FROfvf LAfvfP STANDARDS. S. 10'-0" FROfvf FIRE HYDRANTS. 4. 10'-0" FROM SERVICE V'IALKS OR DRIVEV'IAYS. 5. 10'-0" FROM METERS AND SEV'IERS. 6. 25'-0" FROfvf STOP SIGNS. 1. 10'-0' FROM BENCH DRAIN. EXISTING> 6AS VALVE BY OTHERS. STORM DRAIN LINES PER CIVIL ENGINEER'S PLAN. EXISTING S16NS BY OTHERS. EXISTING IRRl&ATION CONTROL VALVE BY OTHERS. EXISTING TEST STATION BY OTHERS. EX15TIN6 UTILITY / TRAFFIC, PIJLLBOX BY OTHERS. EXISTING MANHOLE FER CIVIL ENGINEER'S PLAN EXISTIN<S> DROP INLET OJ OJ -, n rn REMARKS STANDARD AS NOTED STANDARD AS NOTED G INDEX MAP BY OTHERS. MAINTENANCE VEHICLE PULLOUT SCALE 1" = 20' -0" BY OTHERS. 0 1 2 l*1,ik~J.~JJ I tmTOCCAl.li , ~ j:: ...J => (/') z 0 (.) ... 'Cl'J z 0 (/') > w ..,rr. , I-(.) w "") 0 rr. a.. '- '- z lJ II! i'! -V"l ~ ig~ LU :c i~ 0 ~i;l <;"".l.1 z~~~ ~ .:5!~1 ill 6. 6. 6. 6. 6. >-C, :z a: z -::i z Cl) w :z 0 ~ :s 0 C -!z ;: a: a. Cl) I-l!J w 0 :z ::lli: I-w Q. > :!: g -j Q. a: g w C -> X: w U.I I-z > Q Cf) -LU E: <C :, 0 0 i I.I.I :;"l 0 0 Q. :, < .., 0 a I-i Cl) :I:!: a: 0 0 0 (I) :z 0 0.. :5 w ;: :z ~ w z - ~ 0 ~ z <( w --' CJ) => 0.. => Cf) ~ (/) Q CJ ~ m z I- ~ I -I-z a. <( ~ --' Cf) 0.. !f! SYS' ffi z ~ ' JOB NO, A4854 SHEET lP-3 ... 43 OF 52 C\I LO co LO I ,-... LO LO - ""'" .,... b ' , ' s z a: 0 u. :J t3 ::c ~ Ill Ii: 0 Q,. ~ z Lt. 0 ~ 0 , E{ <0 ~ w => ~ .,.: CJ) z 0 0 ! ~ w => CJ) !f! ~ w <, ~ ' , t IL I:. --c;. d) ....... ..., C) • I\) \j) .. C I\) Ci ..., Ci ll.. C\ ~ ll :,: () \) I-z IU it () _J ~ ~ i g () z () () ~ \) z \ ~ <( I [ LO 1 i 0 (!\ ---... E <X) if -r-' :,,;\ ~ -r-0 _, " ~ ~ » r ~ Cl'\ cl ~ ~ <. r, 0 w :::> CJ) CJ) -z 0 -I- 0 -'O :::> ()) a: ...s: I- CJ) ~ z ~' 0 0 ' LO .1 ~ I --' <( I-I-- :'.2: m ::::> CJ) >-0 z w c:; <( ,..--c: ('I') I Q.. __J LU LU Cf) LU z + I I I I I I I I I I • I I I I I I I \ -.;,-~ __J I 0 ~ ~ I I CJ7 '-0 0 I I I I I 11 CJ, I I I 1 UJ CJ, ()7 77 I m VJ 0 CY, . n ,. 77 ____., n co SHRUB LE&END SYMBOL 0 e EB 0 ® 0 PLANT NAHE----..________ ARCTOSTAPHYLOS-- 'PACIFIC MIST' ARTEMESIA CALIFORNICA C-AL.IFORNIA SA6E6RUSH CALLISTEMON CITf<.INUS VAR. 'LITTLE JOHN' ENCELIA CALIFOf<.NICA CALIFORNIA ENC-ELIA ERI060NUM FASCICULATUM CALIFORNIA 61.JCKV<H~AT HETEROMELES ARBUTIFOLIA TOYON MIMULUS AURANTIACUS t-iONKl;Y FLOrER MUHLENBE!<.61 A f<.l 6ENS DEEMRA55 RHAPHIOLEPIS UMBELLATA 'MINO!<.' !<.HUS INTEGRIFOLIA LEMONADE BERRY f<.OSMAf<.INUS 0. 'PROSTRATUS' ~STRATE R0.5Et-1ARY SALVIA MELLIFERA BLACK SAGE ____., n co QUANTITY lbO 82 245 168 2 112 15 42b b5 SIZE I 6AL. u, GJ u, -.J ____., C) co ' O.C. TRIAN6U~, SP c,)N6 (MAX. , , , '<_ S' O.C. TRIAN6ULAf<. SPACIN6 (MAX. TYP.) 2'-b" O.C. Tf<.IANe,IJLAf<. 5 cS>AL. SPACIN6 (MAX. TYPJ I 6AL. I 6AL. 15 6AL. I 6AL. I 6AL. 5 6AL. 2' O.C. TRIAN<S<ULAf<. SPACING (MAX. TYPJ S' O.C. TRIAN6ULAR SPACIN6 (MAX. TYP.) 12' 0.C. SPACIN6 (MAX. TYP.) 4' O.C. TRIAN6ULAR SPACIN6 (MAX. TYP.) 3' O.C. TRIAN6ULAf<. SPACIN6 (MAX. TYP.) S' O.C. TRIAN6ULAR SPACING (MAX. TYP.) 5 e,AL. b' O.C. SPACING (MAX. TYP.! I GAL. S GAL. 3' O.C. TRIAN6ULAR SPACING (MAX. TYP.) 3' O.G. TRIAN6ULAR SPACIN6 (MAX. TYP.) TR.EE LE&END SYMBOL PLANT NAME PLATANUS RACEMOSA • CALIFORNIA SYCAHOF<E QUANTITY 0 PLAT c:::::::'. SIZE BE:>"BOX 24"BOX STANDARD AS NOTED NEWPORt C AST IVE EXISTING IMPROVEMENTS AND CONSULT ANT FEATURE REFERENCE LE<:;:,END SYMBOL NO. DESCRIPTION ~ [!] EXISTING CURB AND/OR OOTTER PER CIVIL ENG. PLANS @] EXISTING CONCRETE SIDEl"IALK AND/OR CORNER RAMP PER CIVIL STREET IMPROVEMENT PLANS 0 EXISTING DRAIN INLET, BY OTHERS, TYPICAL. -0-0 G EXISTING STREET LIGHTS PE:R CIVIL ENG. PLANS, VERIFY. ¾ 0 EXISTING Fl~ HYDRANT, TYPICAL PER CIVIL !:NG. PLANS. ¾ 0 TYPICAL EXIST. SLOPE PER CIVIL ENG. PLANS, VERIFY. :::::::,. [2] 1:XIST. TYPICAL FIVE FOOT CONTOUR ., PER CIVIL ENG. PLANS, VERIFY. ® 0 EXISTING SEl"IER MANHOLE BY OTHERS. © ill EXISTING STORM Df<.AIN MANHOLE BY OTHERS. (I) [§] EXISTING TELEPHONE MANHOLE BY OTHE:RS. 170 0 @] [QJ ~ ~ ~ ~ El ~ @] -T-El -6-§ -E-~ i D 0 ~I I ~-ft--:-------------~- EXISTING l"IATER LINE FER CIVIL ENG. PLANS. PROTECT-IN-PLACE, VERIFY EXISTING RIGHT OF ~AY (R.OY'I) EXISTING SBC VAULT 1"1/VENTS BY OTHERS. EXISTING TRAFFIC SIGNAL BY OTHERS. EXISTING BLOl"I OFF VALVE BY OTHERS. EXISTING l"IATER METER PER CIVIL EN&. PLANS, N.I.C. EXISTING TOP / TOI: OF SLOPE PER CIVIL ENGINEER'S PLAN, VERIFY. EXISTING TRAFFIC SIGNAL / STREET LIGHTS BY OTHERS. EXISTING TELEPHONE BY OTHERS. EXISTING GAS LINE BY OTHERS. EXISTING ELECTRIC BY OTHERS. I f / / / D PB [Il]] PLANTING NOTES: 1 71 I ~ EXISTING< GAS VALVE BY OTHERS. el STORM DRAIN LINES PER CIVIL ENGINEER'S PLAN. ~ EXISTING SIGNS BY OTHERS. ~ EXISTING IRRIGATION CONTROL VALVE BY OTHERS. ~ EXISTING TEST STATION BY OTHERS. ~ EXISTING UTILITY / TRAFFIC, PULLBOX BY OTHERS. ~ EXISTING MANHOLE PER CIVIL ENGINEER'S PLAN ~ EXISTING DROP INLET BY OTHERS. ~ MAINTENANCE VEHICLE PULLOUT BY OTHERS. ALL AREAS SHALL BE MAINTAINED BY THE CITY OF NEV'lPORT BEACH I.(.) I 0.. __J LU 172 LU Cf) ••••••••••••••• LU z -¼ __J I 0 ~ ~ • TREET ~LANTING REQUIREIVIENT5, 25'-0" BACK OF BEGINNING OF CURB RETURNS AT INTER.SECTIONS. I. 2. 5. 4. 5. 6. 1. 10'-0" FROM LAMP STANDARDS. 10'-0" FROM FIRE HYDRANTS. I0'-0" FROM SERVICE V'!ALKS OR DRIVEV'!AYS. I0'-0" FROM METERS AND SEV'!ERS. 25'-0" FROM STOP SIGNS. 10'-0' FROM BENCH DRAIN. INDEX MAP SCALE 1" = 20'-0" 0 1 2 \ I \ I \ u.,JJ,l.~,1iu,~J 1 / J -----------~ '(I) 6 ~ z 6 0 (/) 6 ~ 6 ,JI. 6 , LO 0 ........ co ,.... ........ ,.... 0 > C, ~ z Q. -s :::IE z Cl) w z z 0 0 ~ :5 a: 0 0 -I LL I-~ a: Q. :J z Cl) !z c3 w w ~ :::!E w :i:: fl. > :::IE g -~ fl. ~ 0: LI.I 0 ..J 0 -..J m iii :c l!J Ii: I-z > Q ~ -w i i ::, 0 0 ~ w 0 0 ~ z ::, .., :IE 0 LL :ii: le z fl) 0 ~ 0 5 0 0 z I-0 0.. :5 () UJ ~ LU z ""') ~ LU 0 z 0:: -Q.. , ~ LO' ~ ~ ~ z w <( ::, U) ....I ; !/2 (/) i-: 0... ::, ~ U) 0 z CJ !;; 0 1i:i (.') w :::> Cl) Cl) z 0 -z ~ ~ ~ -I-0 ~ ~ z If: <( w w ::, ....I ~ U) 0... !/2 a: ~ s.'A· w ~ ~ ... <.. I- 0 :::> a: I- Cl) z 0 0 ........ LO =tf:: ....I ~ 1--~ ________ _, co ---------~ :::> ' JOB NO. A4854 SHEET LP-4 44 OF 52 Cl) >-0 z w ~ ' l ~~ ~ 'J> fi -~ ~ ~ r ~ (T1 d { ~ (_ c:. (Tl -J (} ~ ~ """ I a.. ....J UJ UJ (f') UJ z. ....J I 0 I-<( '.2: ¢-o EXISTING STREET Llc,,HTS PER C,IVIL ENc,,. PLANS, VERIFY. EXl5TINc,, FIRE HYDRANT, TYPICAL. PER CIVIL EN&. PLANS. TYPICAL EXIST. SLOPE PER CIVIL ENc,,. PLANS, VERIFY. EXIST. TYPICAL FIVE FOOT CONTOUR PER CIVIL ENc,,. FLANS, VERIFY. EXISTINc,, SEV'IER MANHOLE BY OTHERS. EXISTINc,, STORM DRAIN MANHOLE BY OTHERS. 'I' fjo1 EXISTINc,, TELEPHONE MANHOLE \V t.:.:::.I BY OTHERS. TREE LEGEND SYMBOL PLANT NAME PLATANUS RACEMOSA r ~ ~ CALIFORNIA SYCAMORE PL.AT • '1l- 0 OUERCUS Ac::,RIFOLIA COAST LIVE OAK QA [§]----µ -T- -E- QUANTITY 3 0 5 0 ~ El ' ~ 0 EXIS Tl NG BLOl"I OFF VAL VE BY OTHERS. EXISTING i"IATER METER PER CIVIL ENG. PLANS, N.I.C-. EXISTINc,, TOP / TOE OF SLOPE PER CIVIL ENc,,INEER'S PLAN, VERIFY. EXISTING TRAFFIC-SIGNAL / STREET Llc,,HTS BY OTHERS. EXISTINc,, TELEPHONE BY OTHERS. EXISTING GAS LINE BY OTHERS. EXISTINc,, ELECTRIC-BY OTHERS. SIZE REMARKS 50" 60X STANDARD 24"BOX AS NOTED 50" BOX STANDARD 24" BOX AS NOTED TREE SPACING PER THE CITY OF NEY'IPORT BEACH REQUIREMENTS SHRUB LEGEND SYMBOL PLANT NAME QUANTITY SIZE REMARKS ® ARCTOSTAPHYLOS "'" 3' O.C. TRIANGULAR 'PACIFIC MIST' I GAL. SPACING (MAX. TYP.) AACPAC 0 ARTEMESIA CALIFORNICA 3' O.C. TRIANGULAR CALIFORNIA SAGE6RUSH lbl I GAL. • SPACING (MAX. TYP.) .. , @ CALLISTEMON CITRINUS lt>S 5 GAL. 2'-t," O.C. TRIANGULAR VAR. 'LITTLE JOHN' SPACING (HAX. TYP.) CALI- © CARISSA MACROCARPA TUTTELII 2' O.C. TRIAN<:>ULAR 0 I GAL. SPAC.INe, (MAX. TYP.) 002 ~~,----------~ ~~~ ~-----------~r----- NEWPORT COAST DRIVE G ~ EXISTINc,, TEST STATION BY OTHERS. D §21 EXISTING UTILITY / TRAFFIC, PB PULL.SOX BY OTHERS. G el EXISTING MANHOLE PER CIVIL ENc,,INEER'S PLAN [I]]] §I EXISTINc,, DROP INLET BY OTHERS. ~ eg MAINTENANCE VEHICLE PULLOUT BY OTHERS. = I fsil I RETAININc,, C,URB L.::'...I BY OTHERS e 0 <B> ® CEANOTHUS 'YANKEE POINT' YANt;J;E: POINT ANOTHVS ENC.ELIA CALIFORNICA CAL.IFORNIA ENCE::LIA ERIOGONUM FASC.IC.ULATUM CAi.lFO!'WlA 6l.JCKY'iHl;;:AT HETEROMELES AR6UTIFOLIA TOYON. MIMULUS AURANTIACUS MONK.er' Fl.Ov,J.ER MLIHLENBER6IA Rl6ENS DUl<6RA55 RHAPHIOLEPIS UMBELLATA 'MINOR' RHUS INTE6RIPOLIA LEt,.,fQNAOE BERRY ROSMARINUS 0. 'PROSTRATUS' PROSTRATE: R05f=MARY SALVIA HELLIPERA 6LAC-K SAGE; 14 5 10 55 20 "" t>SO ALL AREAS SHALL BE MAINTAINED BY THE CITY OF NEV'<PORT BEACH I GAL. I e-AL. I e-AL. 15 6AL. I6-AL. I GAL. 5 GAL. SGAL. I GAL. 5 6AL. b' O.C. TRIANGlJLAR SPAC.INe, (MAX. TYP.) 2' 0.C. TRIANGULAR SPACING, (MAX. TYP.) 3' O.C. TRIANGULAR SPACING (MAX. TYP.) 12' O.C. SPACING /MAX. TYP.) 4' 0.C. TRIAN<:>lJLAR SPAC.IN6 (MAX. TYP.) 5' O.C. TRIAN6ULAR SPACING /MAX. TYP.) 3' O.C:. TRIANGULAR SPACIN6 /HAX. TYP.) b' O.C. SPACING (MAX. TYP.) 3' O.C. TRIAN<:>ULAR SPACING /MAX. TYP.) B' O.C. TRIANGULAR SPAC.IN6 /MAX. TYP.) 535 <.O I a.. ....J UJ w (f') w z -....J / G I 0 ~=;:----0~--~ _:__/_ @L 0 1--<( '.2: STREET TR.EE PLANTING REQUIREMENTS: I. 25'-0" BACK OF BEGINNING OF CURB RETURNS AT INTERSECTIONS. 2. I0'-0" FROM LAMP STANDARDS. 3. 10'-0" FROM FIRE HYDRANTS. 4. 10'-0" FROM SERVICE l-'<ALKS OR DRIVEV'<AYS. 5. 10'-0" FROM METERS AND SEV'IERS. 6. 25'-0" FROM STOP SIGNS. 1. I0'-0' FROM BENC-H DRAIN. PLANTING NOTES, I. REFER TO THE l-'<RITTEN SPECIFIC-ATIONS. 2. ALL LANDSCAPE AREAS SHALL SHEET FLOY'<@ 2% MINIMUM OR DRAIN TO AREA DRAINS @ 1% MINIMUM IN AC-C-ORDANC-E V'IITH CITY OF NEV'<PORT BEACH STANDARDS. S. FINAL TREE AND SHRUB PLAC-EHENT TO BE APPROVED BY OV'INER/LANDSC-APE ARCHITEC-T A MINIHUM OF 10 l-'<ORKING DAYS PRIOR TO PLANTING. 4. ( .L!,J__ __ )TYP. FLOV'ILINE /DIRECTION OF DRAINAGE@ 1% MIN. SEE C-IVIL ENG. PLANS. 5. ALL SHRUB PLANTING AREAS TO BE MULC-HED l-'<ITH A THREE INCH (3") MIN. LAYER OF HULC-H. FOREST FLOOR MULCH 0"-2" APPEARANCE GRADE. APPROVE HULC-H l-'<ITH Ol-'<NER/LANDSC-APE ARCHITEC-T PRIOR TO INSTALLATION. 6. ALL TREES V'IITHIN C-ITY RIGHT OF l-'<AY SHALL BE PLANTED l-'<ITH AN Ol-'<NER AND AGENC-Y APPROVED LINEAR ROOT BARRIER. 1. 'G,' INDIC-ATES TREES PLANTED V'IITH AN AGENC-Y AND O~NER APPROVED LINEAR ROOT BARRIER. 8. REFER TO THE C-ITY OF NEV'<PORT BEAC-H "STANDARD PLANS" FOR ALL TREE PLANTING SETBAC-K REQUIREMENTS. MINIMUM SETBAC-K FOR ALL SHRUBS SHALL BE 2'-0" FROM BACK OF CURB TO CENTER OF SHRUB. '1. ALL TREES SHALL BE 5'-0" HINIMUM FROM CURB. SCALE 1" = 20' -0" 0 1 2 ld.-!.~,J$.~,..,.y-·.J.-U.,,, g~J-------1 INDEX MAP ~ jH---.-1 ---,--,_--,~:=;= ---_cc,_ J ~ I I I I I / J -----------~ NOTTOl!CAlE en I- ~ => en z 0 () 'en z 0 en > w \.a: I-() w ..., 0 a: 0.. ~ J f;J "' ;s; 0 ... 6 6 6 6 6 >-C, ~ z -~ z 0 w 0 0 ~ -:s: w w :E a. > 0 -...I a: w 0 ru Q I-U) ~ < 0 ::E:: 0 :::, :i: ~ ~ 0 0 0 Q.. w z :s: -w Ee -z z <( --' a.. 0 z -I-z <( --' a.. ~.\-\- ~1ECT * .i;GI ') .,., 0~ ~s,031:1 * JOB NO. SHEET ' , :$ Cl) z z ~ :5 a: 0 a: a. II.. Cl) I-::i < I= z (.) w J: if ~ (.) 9 ~ ...I -m :c w Ii: z Gj -0 :::> Q a. ~ w ~ 0 ~ z -, IL ~ Cl) 0 0 {j "' z :5 ~ ~ ~ ~ UJ :, en UJ en ~ -en :, i--= ~ en en z ti 0 8 ID I-@ ~ ! 3 !t ~ $:2 UJ UJ :, ~ ~ a: i w ~ :r: :r: -sf" V) 7 0 ... iii '--. ::. (\J < >--0 '--. s!:! (') . 0 )I' ~ @ ~ :c a (.) A4854 LP .,,5 45 OF 52 LO 0 .......... co ,-- .......... ,-- 0 w :::> Cf) Cf) -z 0 -I- 0 :::> cc I- Cf) z 0 0 .......... LO ~ --' <( I-I--~ co :::> Cf) >-0 z w 0 <( \ i it !--\ -}f ~~ -.:::, CJ) ~¢ Cr <. Cl-(i\ -,0 l !~ co (l' V, I \f ,..t: ~ ,I 'l I I I I I I I I I I LC) I I I tl. ~ UJ UJ Cf) UJ z -~ I () ~ ~ NEWPORT COAST DRIVE 3. FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BY OV'lNER/LANDSCAPE ARCHITECT A MINIMUM OF 10 V'lORKING fy\ CEANOTHUS 'YANKEE POINT' DAYS PRIOR. TO PLANTING. \._I_,) YANKEE POINT CEANOTH\.1$ 22 4. ( -""'-'-'----)TYP. FLOV'!LINE /DIRECTION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS. 5. ALL SHRUB PLANTING AREAS TO BE MULCHED V'!ITH A THREE INCH (3") MIN. LAYER OF MULCH .• FOREST FLOOR. MULCH 0"-2" APPEAR.ANGE GR.ADE. e Ell APPROVE MULCH V'llTH OV'lNER./LANDSC-APE ARCHITECT PRIOR TO INSTALLATION. 6. ALL TREES V'llTHIN CITY RIGHT OF V'!AY SHALL BE PLANTED V'llTH AN OV'lNER AND AGENCY APPROVED LINEAR ROOT BARRIER. 0 1. 'G' INDICATES TREES PLANTED V'!ITH AN A6ENC-Y AND OV'lNER APPROVED LINEAR ROOT BARRIER.. ® 8. REFER TO THE CITY OF NEV'!POR.T BEACH "STANDARD PLANS" FOR ALL TREE PLANTIN6 SETBACK REQUIREMENTS. 0 MINIMUM SETBACK FOR ALL SHRUBS SHALL BE 2'-6" FROM BACK OF CURB TO GENTER OF SHRUB. "1. ALL TREES SHALL BE 5'-0" MINIMUM FROM CURB. EXISTING IMPROVEMENTS AND C,ONSUL TANT FEATURE REFERENC,E LEGEND DESCRIPTION ~ [D EXISTIN<S> CURB ANP/OR 6>VTTER PER CIVIL ENLS. PLANS 0 EXISTINLS YolATER LINE PER CIVIL ENLS. --FLANS. PROTECT-IN-FL.ACE, VERIFY ~ 0 EXISTIN<S> CONCRETE SIDEY"lALK AND/OR CORNER RAMP PER CIVIL STREET IMPROVEMENT PLANS ----@] EXISTINLS Rl&HT OF l"lAY (R.O.Y'l.) [2J ~ EXISTING sec VAULT l"lNENTS SY OTHERS. ~ EXISTIN<S> DRAIN INLET, ElY OTHERS, TYPICAL.. p-o 0 EXISTING STREET LIG+tTS PER CIVIL ENLS. PLANS, VERIFY. ~ 0 EXISTIN<:, FIRE HYPRANT, TYPICAL PER CIVIL EN6. PLANS. ~ 0 TYPICAL EXIST. SLOPE PER CIVIL ENLS. PLANS, VERIFY. ~ .. 12] EXIST. TYPICAL FIVE FOOT CONTOUR "' PER CIVIL ENLS. PL.ANS, VERIFY. ® 0 EXISTINLS SEl"IER MANHOLE SY OTHERS. ~ 1B EXISTINLS TRAFFIC SIGNAL BY OTHERS. @ ~ EXISTING 6LOl"l OFF VALVE SY OTHERS. ~ ~ EXISTING YolATER METER PER CIVIL EN<S>. PLANS, N.I.C. ---El EXISTING TOP / TOE OF SLOPE PER CIVIL ENLSINEER'S PLAN, VERIFY. ~ ~ EXISTING TRAFFIC SIG>NAL / STREET LIG>HTS SY OTHERS. -T-~ EXISTING TELEPHONE SY OTHERS. ® 0 EXISTIN6 STORM DRAIN MANHOLE BY OTHERS. -G-§1 EXISTING GAS LINE SY OTHERS. (j) ~ EXISTIN6 TELEPHONE MANHOLE SY OTHERS. -E-el EXISTING ELECTRIC SY OTHERS. ENC.ELIA CALIFORNICA C-Al-lFORNlA ENC.ELIA ERIOGONUM FASCICULATUM C-ALIFORNIA euc.KYIIHl;;AT HETEROMELES ARSUTIFOLIA TOYON MIMULUS AURANTIACUS RHAPHIOLEPIS UMSELLATA 'MINOR' RHUS INTEGRIFOLIA l-EMONADE BERRY ROSMARINUS 0. 'PROSTRATUS' F'R.0$TR.A..TE ROSEMARY SALVIA MELLIFERA SLACK SAfE: "'"o ,_ M!l-f R+-IAl"'!.'o "" '1l a EXISTING GAS VALVE SY OTHERS. 616 :.362 2 11 42 30 4'15 130 ~ el STORM DRAIN LINES PER CIVIL ENGINEER$ PLAN. ~ ~ EXISTING SIGNS SY OTHERS. B el EXISTING IRRIGATION CONTROL VALVE SY OTHERS. ~ EXISTING TEST STATION SY OTHERS. D e.21 EXISTING UTILITY / TRAFFIC PB PULL.SOX SY OTHERS. 0 el EXISTING MANHOLE FER CIVIL ENGINEER'S PLAN [l]l] ~ EXISTING DROP INLET BY OTHERS. ~ eg MAINTENANCE VEHICLE PULLOUT SY OTHERS. I GAL. I GAL. I GAL. IS GAL. I 6AL. S GAL. S GAL. I GAL. S GAL. 6' O.C. TRIANGULAR SPACIN6 (MAX. TYP.) 2' O.C. TRIANGULAR SPACING> (MAX. TYP.) :.3' O.C. TRIANGULAR SPACING> (MAX. TYP.) 12' O.C. SPACING (MAX. TYP.) - TREE LEGEND SYMBOL PLANT NAME -·--PLATANUS RACEMOSA ';,~ vs., ' . , d , c., CALIFORNIA SYCAMORE -ll-- 0 QUERC,U5 A<SRIFOLIA COAST LIVE OAK QUANTITY SIZE 4 56" BOX 0 24"BOX PLAT 1 56" BOX O.A 0 24"BOX 4' O.C. TRIANGULAR SPACING (MAX. TYP.) TREE SPACIN6 PER THE CITY OF NEl"lPORT 6EACH REQUIREMENTS :.3' O.C. TRIANGULAR SPACING (MAX. TYP.) 6' O.C. SPACING (MAX. TYP.) :.3' O.C. TRIANGULAR SPACING (MAX. TYP.) • 3' O.C. TRIANGULAR SPACING (MAX. TYP.) STREET Tl<.EE PLANTING REGUl!<.EMENT5: I. 25'-0" BAGK OF BEGINNING OF CURB RETURNS AT INTERSEG TIONS. 2. 10'-0" FROM LAMP STANDARDS. S IO'-O" FROM FIRE HYDRANTS. 4. 1O'-O" FROM SERVICE V'lALKS OR DRIVEV'!AYS. 5. 10'-0" FROM METERS AND SEV'!ER.S. 6. 25'-0" FROM STOP Sl6NS. 1. 1O'-O' FROM BENCH DRAIN. ALL AREAS SHALL BE MAINTAINED BY THE CITY OF NEV'!PORT BEACH SCALE 1" 20'-0" -- 0 1 2 b'1A~JJJ I \ \ G -- _.------------5 2 5 - REMARKS STANDARD AS NOTED STANDARD AS NOTED INDEX MAP 1--- I \ I I \ / ________ .J~ --- NOTTO OCAlE '-------------------------------------------------------------------------------------------------------------' = = . 'en 6 z 6 0 Cl) 6 > 6 UJ ,,_a: 6 >-z :: :!: 0 0 I-z UJ :!: 12. 9 w iii Q j:: -~ :! :!E 0 I-0 @ l!J z --:, ~ 0 a: -a.. C, :z -:z w a -s: w > -a: a I-(/) <!( 0 0 t: 0 0.. s: w z z <( ...J CL CJ z -I-z <( ...J 0.. S.\1"· '- , JOB NO. SHEET rn z ~ :s 0. rn I-g z w ~ rn II. ..J 0 ..J -..J :c w z > -w :> C SI l!J ~ Q,. < 0 ! "' Q ~ ~ 0 ~ w en => => (/) !;i: en Cl ~ CD I-0 t1; 3 ;::: a: ~ a.. -w ::) i& ffi z ~ A4854 lP-6 (\J LO 00 LO I ~ ~ iC - ' , ::$ z a: 0 IL :J (3 :J: ~ IXl Ii: I z IL 0 ~ 0 \g' ..... «> ~ w => en In -._; (/) z 0 u I w => i& ~ C!l <i:, ' LO 0 -...... CX) T"" -...... T"" 0 w :::> (f) (f) -z 0 -I- 0 :::> (( I-(f) z 0 0 -...... LO ~ ...J ~ -~ co :::> (f) b z w r-------s~ 46 OF 52 , --::::, (.P r---~ ~ . ' • ' ' . -~rFW'-..k'. "",blir-HEtGHT AS REc;tUIREO ; ' . . Sl'RAfl..aARil-it!~Ht As Ftl;:OUIREO SEC SPEC. THE"MEGASTAKt;~~sTEM:. • • !NSTAW.ATIO«_Pf:R SPec PROVIDE l'RE:E TRUNl(GIJAR.0 (AR:BORGARD OR EQUIV.) DIMENSIONS OF 11'1E: ORIGlriAL CONTAINER 2•LAYEA Wt CH. HOlO AWAY.FAOMl'RUNK ~ 3(1" MIN.. DIAMETER BERM CAPMl:EO'F" -H¢lDlN02:0 GAL WATER GlW!S TAO ANO ANrr-R01Ar10N PIN. IN$TA1.L TAB.2"-4" BELOW GRADE -----'..--' ANTI-RO'fATIONAl F1N NSTAl,.L ST.A.KE 3' EL.OWGRAOE -~- IM~DiA T!i. V: PRkm: TO:eAl:ffl'1t.t r«;MOVE 1'Rl:E .FROM CONTAINEH CMERJlL Y PLACt IT INTO f>t..ANTING PIT. PR!Jt,ff;Kff<a) ROOTS. OONOT 6RtAK; OR otl.\f;RWISE DISTUR!I .ROOTaAl.l. MMIVE McKPlll SotL e:xi;,r,.v•TE A •rot FtARE:~·AOJI\COfr·TOANO ~f!~~~E~ATION_OF, · FIN1SHC10 Wtie/sroEWALJ( ,_,,____ UN01~:lftJruieo SOIL f«,Of IJARR!ER. U.SE' :· • "CE»TI.IRY' fiOO't BAARlEA CJ:! 1&-2 • MOUNO NATIVE SOILtllEt-«;ATH • TAEE; ASSURE THE·ROOT$A1.L :ii?" AOOVC: FlN!SHSJ GROUND. 1. Cooter lme: b'el'wean itio 11d~!k·.:lrtd CU!b ' ' . · · 2.Spat::!tlf.set-.3.5"mln.to60'max .. : :· .. • ... :,.·,. : .. . ·• .. 3. Plarit 60' min. tr-om OCR on '1M flpproach t<i tm lnter~km ahd 15' from the EcR Oil the fll.';iriidn. _.; .. Plant 10'. m1n. -rrotn edge of drive approach. 6. Pf'Ovkl(l 10.deerance from utfllfy end ~r IIMQ. r,_ Plant 20'min. from strootligh_t andfl0Wcrpole3. 7. 'Nhere ttioro 13 no slde· ¥mJk; plant tr~e lrl 1t1o cont er orp.!lr1<:w.!)'. 8. Plal'lt tra<! 3' from ourti. . . NOiE:· For fist of dtHo_ignate(J trGoo ror t.pc·,::ffic stroo~·:~eaa.o ·ea:11:urtffln· F_oroster (.!t4g)l344•3·.0e'3 CITY OF NEWPORTlW.ACII M.IULIC WOrtll:S D"1'AttntE.1'il' • 24 INCH BOX TREE PLANTING DETAIL RCF. NO. l,U!'.16· 0,-, b , A.I. WACNRi ORAWINGNo. STD-ll8~L0A ST AND ARD TR.EE PLANTING Ill 6 _j () ® z I f D rn ~ ::, \I) 1 < SECTION N.T.S. 0 12" DIA PLAN N.T.S. =l ~ () ~ +------'l-1t: ITT, lRl'l:':1 I =,,Jt-----------j@ - - - ---, I -Ill Tri -II -II ::ITT rr-m-, I ,- TV'!ICE ROOTBALL SECTION DIAMETER NOT TO SCALE @SHRUB AND VINE PLANTING CD SEE TREE PLANTIN6 DETAIL A THIS SHT. FOR TYP. INSTALLATION 4 NOTES. @ TREE ROOTBALL, CROV'lN SHALL BE B" ABOVE FIN. cSRD. SHAVE TO cSRD. AS REQUIRED. ® FIN. cSRD. @ BACKFILL PER SOILS REPORT @ RE-COKPACTED NATIVE SOIL PER DETAIL. @ FOR 24" BOX AND LAR6ER TREES, 3" DIA PERFORATED CORRU6ATED POLYETHYLENE TUBIN6 V'l/ SAND FILTER SOCK TIED AROUND BOTTOK END. V'!RAP TUSING AROUND ENTIRE BOTTOM OF ROOT BALL. EXTEND TL!BINcS INTO AUcSERED HOLE AND VERTICALLY ABOVE FIN. cSRADE. CUT 2" ABOVE FIN. cSRADE AND TERKINATE V'l/3" DIA BLACK SNAP END CAP. V'l/THREE 3/8" AERATION HOLES. CONTRACTOR SHALL INSTALL VERT. PIPE AND CAP CURB SIDE AT ALL PARKV'lAY LOCATIONS. Q) B/8" PEA IS>RAVEL BACKFILL AROUND PERFORATED PIPE. CD ROOTBALL CROV'!N SHALL BE I" ABOVE FINISH cSRADE AVOID PLANTINcS SHRUBS DIRECTLY IN FRONT OF IRRlcSATION SPRAY HEADS PROVIDE CLEARANCE V'!HEN POSSIBLE g} 21" HlcSH V'!ATER RETENSION BASIN. FORM FROM PLANT PIT EXCAVATION. MAY BE RAKED OUT PRIOR TO OTHER V'!ORK AS DIRECTED BY LANDSCAPE ARCHITECT @ FINISH cSRADE @FERTILIZER TABLETS PER PLANTIN6 NOTES . (USE TRI-C MYCOPAKS - PER CITY OF NEV'!PORT BEACH) @ PREPARED BACKFILL PER PLANTIN6 NOTES @6" ZONE OF OVER- EXCAVATED AND RE- COMPACTED NATIVE SOIL NOTE, I. ALL PLANT MATERIAL SHALL HAVE 2" TO 4" LAYER OF NITROLIZED V'lOOD CHIP MULCH, TYP. PLACED IN V'lATER RETENTION BASIN. 2. LIBERALLY DUST SIDES AND BOTTOM OF PITS V'l/ FINELY cSROUND A6RICUL TURAL 6YPSUM. @ ALL TREES r'!ITHIN 5' OF ANY CONCRETE/HARDSCAPE SHALL HAVE ROOT BARRIERS, PER DETAIL F, THIS SHEET. NOTE, THIS DETAIL APPI..IES TO ALL TREES, 15 <SAL. 4 LARGER PLANTED IN MEDIANS, PARKl"IAYS 4 ALL 3,1 AND LESS (NON-SLOPE) CONDITIONS ONLY. THIS DETAIL EXCLUDES ALL SYCAKORES, ALDERS, AND C.OTTONV'IOOD. ® TR.EE R.OOTBALL DRAINAGE AND AERATION 24 " BOX AND LARhER; 8>----~ 1>--~ SECTION NOT TO SCALE TV'llCE ROOTBAt.: DIAMETER NOTE, CD SHRUB ROOTBALL, CROV'lN SHALL BE 21" ABOVE FIN. SLOPE cSRADE @ LOV'lER AND UPHILL SIDE @ 21" HlcSH V'!ATER RETENTION BASIN, FORK V'llTH SOIL EXCAVATED FROK UPHILL SIDE OF SHRUB @1,1 KAX. COKPACTED TAPER FILL AT FRONT PLANT PIT @FERTILIZER TABLETS PER PLANTINcS NOTES (USE TRI-C KYCOPAKS - PER CITY OF NE>"!PORT BEACH) @ PREPARED BACKFILL PER PLANTIN6 NOTES @6" ZONE OF OVER- EXCAVATED AND RE- COMPACTED NATIVE SOIL G) I, I KAX. CUT SLOPE BEHIND PLANT PIT @EXISTINcS SLOPE I. ALL PLANT MATERIAL SHAI..L HAVE 2" TO 4" LAYER OF NITROLIZED r'!OOD CHIP KULCH, TYP. PLACED IN >"!ATER RETENTION BASIN. 2. LIBERALLY DUST SIDES AND SOTTOK OF PITS V'l/ FINELY cSROUND AcSRICUL TL!RAL cSYPSUK. @ SHRUB PLANT I NG ON SLOPES 'en t::, z t::, 0 en t::, 5 t::, w ~o: t::, >-CJ z f z -:';! z (I) 0 w ~ :z 0 0 ::i -I I-:s: a.: fl. :z "' ~ l!J g ~ w UJ Q. > ::: g -(I) fl. a: ..J g w 0 ..J -> :c w w I-z G.i Q Cl) - r:: -< ::> 0 0 i w -z fl. ::> 0 c3 :le h: ~ ~ (I) 0 0 0 (I) z I-(.) D.. s (.) w :s: w :z -, -w 0 ii: z 0: -a. ~ 0 (I) g .....I -<( LU I-CJ) :::::, w ~ ~ 0 C ~ in (!J I- fa I z a -I-a: a. z LU <( ~ .....I ~ ffi a.. C;i.\1'- z ~ ' JOB NO. A4854 SHEET LP -7 47 OF 52 ., i a: f ::i c3 :i:: ~ G:I I ! :a: IL 0 ~ 0 U> ;i; ~ LU :::::, CJ) (/} i-: (/} ~ () I (') LU :::::, (/} ~ >- ~ ~ LO 0 --...... CX) ~ T""-0 w ::> (I) (I) - z 0 -I- 0 ::> a: I-(I) z 0 0 --...... LO ::ti:: .....I ~ 1--~ co ::> (I) >-0 z w (!J <( -0 ~ ,-I:. ~ ~ I. SPECIAL CONDITIONS: A. REFER TO THE WRITTEN SPECIFICATIONS. B. TREE LAYOUT PROCEDURES: 1. ALL IMPROVEMENTS IN THE LANDSCAPE AREAS ARE SHOWN ON THE Pl.ANS IN ACCORDANCE WITH ALL IMPROVEMENT PLANS. 2. PRIOR TO PROCEEDING WITH ANY IRRIGATION OR PLANTING WORK ON ANY LANDSCAPE AREA, THE LANDSCAPE CONTRACTOR SHALL VERIFY THE PRECISE 'AS-BUILT' LOCATION OF ALL IMPROVEMENTS. IN ADDITION, THE PRECISE LOCATION OF ALL SUB- SURFACE UTILITY LINES, SLEEVES AND IMPROVEMENTS SHALL BE LOCATED AND MARKED. 3. A FIELD REVIEW MEETING SHALL BE REQUESTED WITH THE OWNER, THE IRVINE COMPANY URBAN PLANNING AND DESIGN REPRESENTATIVE AND LANDSCAPE ARCHITECT TO REVIEW 'AS- BUILT' LOCATION OF SURFACE AND SUB-SURFACE IMPROVEMENTS, AND ALL EXISTING OR PENDING LOT OWNER IMPROVEMENTS. a. DURING THIS MEETING, ALL STREET TREE AND SLOPE TREES SHALL BE STAKED FOR APPROVAL PRIOR TO ANY EXCAVATION OF PLANTING PITS OR TRENCHING FOR IRRIGATION. C. SOIL PREPARATION AREAS: ALL PLANTING AREAS SHALL BE SOIL PREPARED IN ACCORDANCE WITH THE SPECIFICATIONS AND THE HORTICULTURAL SOILS REPORT. PENDING D. BACKFILL MIX: BACKFILL MIX AROUND ALL CONTAINER PLANT MATERIALS SHALL CONSIST OF THE FOLLOWING UNIFORMLY BLENDED MATERIALS: 2 LBS. IRON SULFATE PER CUBIC YD. OF MIX PLANT FERTILIZER TABLETS PER HORTICULTURAL SOILS REPORT (USE TRI-C MYCOPAKS, PER CITY OF NEWPORT BEACH) SEE HORTICULTURAL SOILS REPORT FOR MORE DETAILED PLANTING INSTRUCTIONS F. SEED AND PLANT MATERIAL SOURCES 1. LOCALLY COLLECTED SEEDS AND PL.ANTS PROPAGATED FROM LOCAL SOURCES SHOULD BE USED TO ENSURE SITE ADAPTABILITY OF THE PLANTINGS AND TO MINIMIZE GENETIC CONTAMINATION TO ADJACENT EXISTING NATIVE VEGETATION. G. EXCESS/SPOILS SOILS DISPOSITION: 1. ALL EXCESS SOIL GENERATED FROM LANDSCAPE CONSTRUCTION, IRRIGATION AND PLANTING WORK SHALL BE REMOVED FROM THE WORK AREA. H. ADDITIONAL CONTRACTED PLANT MATERIAL: 1. IN ADDITION TO THE PLANT MATERIALS SHOWN ON THE PLANS, THE FOLLOWING TREES/ SHRUBS TO BE SPOTTED IN THE FIELD BY THE OWNER AND LANDSCAPE ARCHITECT SHALL BE SUPPLIED AND INSTALLED BY THE LANDSCAPE CONTRACTOR: SHRUBS: 2. BOTANICAL NAME COMMON NAME SIZE BACCHARIS PILULARIS BACCHARIS CONSANGUINEA GAL. 'CONSANGUINEA' HETEROMELES ARBUTIFOLIA TOYON GAL. ROSMARINUS OFFICIANALIS PROSTRATE ROSEMARY GAL. 'PROSTRATUS' SALVIA CLEVELANDII CLEVELAND SAGE 1 GAL. ADDITIONAL PLANT MATERIALS SHALL CONFORM TO THE SPECIFICATIONS CONTAINED HEREIN. * PLEASE NOTE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING BUBBLER IRRIGATION TO ALL HETEROMELES ARBUTIFOLIA ONCE SPOTTED IN THE FIELD BY OWNERS/ LANDSCAPE ARCHITECT. QUANTITY 100 EA. 50 EA. 50 EA. 50 .EA. J. HORTICULTURAL SOILS REPORT: PENDING Orange Office Lab No. 56298 November l 0, 2004 HRP LanDesign 3242 Halladay Santa Alla, CA 92705 Attn: Justin Heacoc!c IRVINE COMMUNITY DEVELOPMENT COMP ANY NEWPORT COAST DRIVE IMPROVEMBNT-SAN JOAQUIN HllLS TO SR-73 ' ' Please find the lltlaehed dWI sheet for the results ofonalyeoo corried out on the sh< soil samples collec1fd for the £hove project on November 3. The ,amp!ca represent"'""" where new landscaping is intend4'<1. A map is enclosed indicating sample locations. 1 A green hou"" growth trial fo currently undClWlly on these soils and those re..'lllts will be forwarded w~en complete. The purpose oftha growth trial is to determine the pres.-nce of organic herbicides or other \ substances deleterious to norntal plant growth. Analytical Results The pH is slightly alkaline in oil samples and is acceptable. No free lime was detected, which is preferred. • ' Salinity (ECe) is moderately elevated in samples 1 end 4 and in a mnge that may restrict the growth or salt sensitive plants. Salinity (ECe) is slightly elevated in samples 2 lltld .3. Although sodium i_s ~preci~l• in snm.ple 1 !llld olightly elevated in samples 4 and 6, soluble sulfat.c 1s excessive and contnbuting to .T" salinity, Salinity (ECe) is safely low in samples 5 and 6. Sodi.um is acceptable i• samples 2, 3 and 5.! The oodium adsorption ratios (SAR) are acceptobly low indicnting sodium is adequately balanced by i caJcium and rruignesium and therefore gypsum is not required. Boron is slightly low as 111t ess,,ntiol i micronutrient l!lld is below tho level considered to be potentially hazardous to normal plant growth. 1 Toe available nittogen is well ::upplied in sample l. In sample 4 nitrogen is adequate and otherwise l~w. Phosphorus is low. Poto,:oium is slir;htly low in sample 3 and otherwise fair, Calcium and magnesiu~ are ample. In the rnicronutrient group copper is fair in somples 3 nnd S and othcrn>ise low. Mnngaw$c, zinc and iron w:e low. P.O. Bo:< 6566, Ornn90, Cotlfornlo 02863A65S6 P.O. Box i53, S::nb Clol'0, C!!.~m!a 90032-0153 P.O. 60K 1648, Bcl!evue, WshlrtgWn MOOS-1643 (714) 2a2..s1n ~ FAX {T14) aa2..ss1s (408) 727--0~ • FAX (,08)121-1!125 (425) 7-«KIBSS • f!AX (425} 582-C531 The low micronutrients r:re not necessarily prol>lemotlc nnd llll!Y be addtesoed upon the lint sign of deficiency. Symptom• of mop."!-deficiency may be seen•• • geneml lo&3 of color in tbe yot1ng leaves followed by yellowing between veins and brownish-black flJ)Ot eppcllring. Iron deficiency symptoms ere often cho.racterizcd by yellowing, almost white, or inte.rvcinal chlorosis on the youngest, growth. If these symptoms 2te opp.rent one<: plants arc established then application of iron and/or i mangnne"" chelate may improve appearance. One option is the Double Foo.tore chelate blend fonnulalcd for United Horticulture Supply. The application rate ia ½ pt. per 25 gallons applied to the point of run/,ff. Handle and apply with caution since staining of concrete sutfuces can occur. ' : The six samples were combined into two composite samples and ere clrulsificd as sandy loam under tbl, USDA standards. The water infiltration rate is estimated at 0.3 inches per hour based on the particle s\z• distribution dam. The actuol i.tlfiltration rate may vary depending upon the degree of compaction. , i In these samples the fine texture of the :soil v,ith clay plus silt exceeding 38% could potentially crea.te i . problem with drairu,ge. Coreful mansgemont of irrigation ohould be taken to prevent over-wateriog. lnis problem 0ll!l ho improved by breaking up the soil and inereesing the organic content. Comments ' ' ' ' Plants selected for the w-eas represented by samples I -4 and 6 ,hould possess some degree of salt I . tolerance. The initial irrigations should be thorough to encourage some leaching of the exce•s soluble ~t• from the surface soil. The soil should be ollowed to dry between thorough irrigations to avoid overly f'et soil conditions for an extO!!ded period. , Surfllcq Soil Prnpmatign for Turf Grnnpdcnyer and Mass Planting Prior 1D amending, the surfncc roil in oreas to be landscaped should be ripped or tilled to lli!eviate compaaion, preferably to a 9-ineh depth. Unifonnly broadcast and blend the fullowing with elti!lting soil to a &-inch depth. AMOUNT PER, 1000 so FT 4 en. yds. nitrogen fortified organic nmendment (compost• or redwood or fir sawdust) 25 lbs. 6-20-20 (all !llllllples) 10 lbs. soil rullbr (somples 2, 4, 5, 6) •Retcs mlly h:,.ve to oo ooju!f""1 depending on analysis of selected compost. Tm;, & Shrub PIMting QuMcll""" I. l!xcawte plllll!ing pits at least twice the diamct<:r of the rootboll. , 2. The top oftb:: rootball should be ;,tor slightly above final grtde. : 3, To improve soil chemi<try, unifutmly blend 2 lbs. of iron sulflrte per cubic yard ofbzcldill soil. Hand)e iron sulfate with cautioo •ince ;1 will severely slain moist concrete, j 4. Orgonic material is not required in the backfiJI; however if YoU wish, the amended surface soil or a S01I blend consisting of no more th,m 20"/4 by volume orgsni.c matter c.m bc placed in the l!Jll'C( 12 inchc&iof biicldill only. Soil below this depth should not contain any added OIJ!&lliC matter. : S. Place slow release fertilizer tablets in the upper 12 inches ofbaclcfill at manufacrurer' s recommen<red i rates. If fertiliz.er amended roil is ui:cd as a bru:!dill the i:ddition of slow release fertilizer tablets is n~ necessary. ! 6. Do not cover the originnl rootbo!I with other soil. A temporary soil b«m is often co,,otructe.d around )be outer ed!lll of the rootball to help cbonnol water into the rootbsll end then into swrounrling roil until <folS ore eotablished in the bookfill end tho rootboll i• no longer the sole source of water for the plant. j 7. Ideally a weed ond turf free zon9 should be maintained just beyond the diameter of the planting hoµ:. A 2-4 inch deep layer of coorse mulch "'111 be placed around the tree or shrub; mulch should be keyt • minimum 4-6 inches from the trunk. ! ' ' Maintenance FertWzmtinn For turt; groondcover 1111d mess plllllling m-eas wliformly broadca:n irulfur-coated urea (42-0-0) at the rotjlof 5 lbs. per 1000 sq. ft. Th!i> first epplication •hould occur IIJlF("'imately 4S days after planting with repem a;,plications every 60-90 d•ys or M grovnh and color dictate. In oorly spring, irubstitute a complete fertilfC' such as 16-6-8 or equal for the sulfor cooled urea &t themto of6 lbs. per 1000 sq. ft. to insure continuing~· supplie• ofpho!lphorus and potansium. Trea rui.d shrub plantings CM be maintained with the above fertil" rs; however, the frequency t,,,twe,,n npplicotions should be every 120 deyo with the first appli""-lion 90 days after planting. Follow each fertilizwon with a thorough irrigation. When pl!lllts have become well establis fertilizer applications can be less fteqlJfflt. Ifwe can be of any filrth:r assistance, pl002e call. --\-·-~~~ MARYE!..LENBELL • Fu: 714.557.7621 lll'!P' u..n:ru;;:srm 3242 Ho.ll-y ll:lite 203 Canta Imo., CA 92705 1 2 3 • 5 • .129 l.4 00 14 71 16 no 18 12J 16 113 7.l 5.6 7 .S 3.S "'""' 7 .2 3.D Nono 7.S 1,4 r:= 1.6 2.6 """" 57 1.7 5 0.4 s 0.4 2< 0.B 5 0.3 • ••• 7 5 5 5 • Soil a11d Plant Lahorato1J'I, Inc. J~v. .,n,;1--mJnmlN"--· .. 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I c , pt!J nee t; I :S-1Z 2-5 I 1-2 0.5-1. o.os-.5 .002-.os o-.002 clamd:fioatien S~ ~=cd,pt.ion £ Lf:9' ~ 0.3 . 2,1 4,6 ll,4 46.0 • 1.0 2,0 2.0 23.S 10.0 Sandy Loan 04-lt.22103 U ________________________________________ 11, 0/04 ual:f Sa.t:ur:aticm ~:'"..ima.te fi.el.d moisbln, capacity. S.:i.11.hi ty = ece (dS/1:t at 25 dagr('Mll C). 0%.rvel f.:actiou c.::pre.!laed ai:s pe:roont ~ wei.gbt of oven-d:d . .,d a=ipl.e pu.ming a. 1.2n::il (1/2 b,ch} ~-l?.u:-t:iale ai.ze& 1D m:1.llu::etera. ~ z ~ ::::, Cf) z 0 (.) Cf) z 0 Cf) > w a: I-() w -, 0 a: 0.. h. h. 6 6 6 > C, ~ z - :::iE z 0 w ('.) 0 C .... I--ci: s: z "' w w 0 ::;: I-0. > g -"' a: ..J t!J C ..J - ~ X ti z -i ~ 5 <( :::, (.) 0 -, :':ii: Ii: ::Ii: ~ 0 0 "' 0 0.. w z s: -w 6: z - CJ) w I- 0 z (!) z -I-z <( -' 0.. G-~- 0y.(tECT * ~ ~ ~ '-' 1:1% !< 9"' ll-~ :::, ~i;; \'lg~ -z cl .!! "-':,74. ."'--. t 0 ,., /!I 0~ ?;-~ iy~-lS!a;ni • C'I) z :5 D. I-z w lE D. g w iii 0 ~ 0 ~ z :5 CIJ ~ ij ~ a.. ~ 0 ~ -- w ::> CIJ en Cl i:ii c!; ;::: ~ w ::> ~ 0: w z ~ C\I LO 00 LO I to LO ~ 5 ' , < -z a: 0 IL :::l ~ ::c ~ t'D Ii: 0 l IJJ z IL 0 I;; (J U) 0 ..... «> :i::: -0 w ::> en CIJ i-: CIJ z 0 () -st- ~ ~ w ::> ~ >- ~ ~ I I '1' 0 (/) 7 ' 1i:i '1' ~ (U Cl ' w ("') I ~ 0 ~ J: () Cl JOB NO. A4854 SHEET LP-8 48 OF 52 I LO S{' t 0 ~ <JI ........ ~ co fF, '? -r-.., ~ ........ -1 -,- 0 -~ '"J. ..e, ► ? ~ C /ti :?: \/ ~ r C. r,-, w ::> CJ) (/) -z 0 -1-- 0 ::> a: ~ I-(/) ~ z V'\ 0 N 0 ........ ' I' " } LO ~ _J <( I-I--~ co ::> (/) >-0 z LU (!) <( GENERAL REQUIREMENTS 1, CONlRACTOR IS RESPONSIBLE FOR SCHEDULING OF WORK TO MEET COMPLE"TlON DATE, 2. SHOP DRAWING SUBMITTALS TO lHE ENGINEER ARE REQUIRED FOR UGHT FlXTURE. 3. 'M-IERE PRODUCTS ARE SPECIFIED BY MANUFACTURER AND PART NUMBER, THE CONlRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR SU8S111U110N. ENGINEER RESERVES THE RIGHT TO ACCEPT OR DENY REQUEST. 4, CONTRACTOR SHALL MAINTAIN ACCURATE "AS-BUILT~ DRAWINGS IN REPRODUCIBLE FORMAT. 5. ALL EQUJPMENT SHALL BE LEFT CLEANED AND FREE OF CEMENT, SCRATCHES, ETC. WHERE NECESSARY, IT SHALL BE REFINISHED. 6. THE CONTRACTOR SHALL, AT iHE CONTRACTOR'S EXPENSE, REPLACE OR REPAIR ANY WORK, MAlERIALS, OR EQUIP- MENT WHICH DEVELOPS DEFECTS WITHlN ONE 'r'EAR OF ACCEPTANCE OF PROJECT. 7. All PRODUCTS AND MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOBSITE IN ORIGlNAL PACKAGING. All PRODUCTS SHALL BE UL APPROVED AND BEAR PROPER UL LABELS. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TEST THE lNSULA TION Of ALL CONDUCTORS, REGARDLESS OF lHEfR VOLTAGE, ANO GUARANTEE ALL INSULATION AT TIME OF ACCEPTANCE OF PROJECT. 9. ALL CONDUCTORS AND WIRINGS ARE TO BE !NSTAU..EO IN CONDUIT UNLESS THE DRAWINGS CLEARLY INDJCA TE THAT CONDUIT IS NOT REQUIRED. ALL CONDUITS SHALL BE CON- 11NUOUS AND SHALL TERMINATE ONLY IN J-BOXES, PANELS, OR OTHER CODE ANO UL APPROVED WIREWAYS. CONDUIT SHALL BE SCHEDULE 40 RNMC 10. COPPER CONDUCTORS SHALL BE USED IN ALL OASES. 11. ALL BOXES, CONDUITS, AND EQUIPMENT SHALL BE PLACED ANO INSTALLED SUCH 1HAT WATER INTRUS!ON !S MITIGAl'EO. 6 ---@ [2J DRAWING REVISION CIRCUIT IDENTIFICATION UNDERGROUND PULL BOX <if--GROUND SYMBOLS LIST DIAL TOLL FREE 1-800-422-4133 AT~ TWO DAYS BEFORE YOU DIG UNDEROROUNO SERI/ICE ALERT OF SOUTHERN CALJFORN!A. REQUIREMENTS FOR SWITCHGEAR\PANELS 1. CIRCUIT BREAKERS SHALL BE MOLDED CASE, QUICK-MAKE, QUICK-BREAK, WllH TRIP INDICATOR. INTERRUPTING RA TING SHALL MATCH THAT OF lHE SWITCHBOARD OR PANEL. NO DUAL "PIGGY-BACK" BREAKERS ARE ALLOWED. REQUIREMENTS FOR LIGHT FIXTURES 1. LIGHT FIXWRES AS SPECIFIED !N THE DRAWINGS SHALL BE FURNISHED BY CONlRACTOR. AT TIME OF BIO, lHE CONTRACTOR SHALL VERIFY THAT All FIXTURE PART NUMBERS ARE CURRENT AND AVAILABLE WITHOUT ABNORMAL DELIVERY TIMES. 2. WHERE SPECIFIC BALLASTS, AND\OR BALLAST AND LAMP COMBlNA ilONS, OR SPECIFIC LAMPS (INCLUDING COLOR TEMPERA RIRE) ARE SHOWN ON DRAwtNGS, THOSE EXACT COMPONENlS SHALL BE PROV10ED AND INSTALLED. TH1S 3. IN ALL CASES, THE CONTRACTOR SHALL INSTAU. FIXTURES ACCORDING TO THE WRITTEN D!RECTIONS PROVIDED BY THE MANUFAClURERS. 4. All FIXTIJRES SHALL BE UL APPROVED AND HAVE LABELS ATTACHED. LABEL SHALL INDICATE DAMP OR WET LOCA- TION IF THE FIX1URE IS INSTALLED IN THOSE LOCATIONS. 5. ViHERE SPECIAL CONTROL SYSTEMS ARE SHOWN, SUCH AS REQUIRED BY ENERGY COMPLIANCE, NO SUBSi11Ui10NS OF CONTROL COMPONENTS SHALL BE MADE UNLESS THEY ARE PRE-APPROVED BY ENGINEER. ABBREVIATIONS CU COPPER FBO FURNISHED BY OTHERS NEC NA1lONAL ELEC. CODE WP WEATHERPROOF CO CONDUIT ONLY NOTES REGARDING PULL BOXES ALL UNDERGROUND PULL BOXES SHALL BE PRECAST CONCRETE MANUFACTURED BY BROOKS ·oR ASSOC. CONC. PRODS .. 2 COVERS SHALL BE BOLT DOWN CONCRETE TYPE WITH LEGEND '"ELEC" CAST INTO COVER 3 SIZE TO BE PER NEC EXCEPT THE MINIMUM SIZE BOX SHALL BE 9" WIDE BY 16" LONG BY 12" DEEP -INSIDE DIMENSIONS 4 PULL BOXES SHOWN ON DRAWINGS ARE TO BE INSTALLED AS SHOWN. ADDITIONAL BOXES ARE TO BE ADDEO IN SUFFICIENT QUANTITY TO ALLOW FOR EFFICIENT INSTALLATION OF CONDUCTORS. THE CONTRACTOR SHALL LOCATE ADDITIONAL PULL BOXES AND INCLUDE ALL COSTS IN BID. 5 ALL PULL BOXES ARE TO BE STAKED BEFORE INSTALLATION AND APPROVED BY LANDSCAPE ARCHITECT. 6 CONDUITS SHALL BE RAISED 3" FROM BASE OF BOX ANO SEALED TO PREVENT WATER INTRUSION. 7 LEAVE 6 FT SLACK FOR EACH CONDUCTOR INSIDE PULL BOX. FINISHED GRADE ---6" OF CRUSHED ROCK BENEATH PULL BOX FOR DRAINAGE --CONDUITS SYMBOL = 0 FINISHED GRADE BACKFILL SHALL BE COMPACTED TO 97 ...---MINIMUM BURIAL DEPTH PER NEC 300-5 AS FOLLOWS, POWER CONDUITS IN LANDSCAPE = 18" POWER CONDUITS UNDER STREETS, ROADS, ALLEYS DRIVEWAYS AND PARKING LOTS = 24" POWER CONDUIT(S) ........ ==:t:---3" SANO CUSHION BENEATH CONDUIT NOTE -MAINTAIN 12" MIN. SEPARATION BETWEEN SCE AND PAC BELL IF INSIDE JOINT TRENCH UNDERGROUND PULL BOX DETAIL E9 UNDERGROUND TRENCH DETAIL E9 SECTION 'A' PLAN VIEW SECTION 'A' APPROX 32" FOR SINGLE PEDESTAL APPROX 36" FOR DOUBLE PEDESTAL FINISH GRADE ,. ~= APPROX 60" "fJJ, <tt/4'.<II ~ COMPACTED BASE FRONT OF ENCL 8 FT DR1\IEN ELECTRODE PER SINGLE LINE DIAGRAM THIS SHEET BOND STEEL REBAR TO ElECl'ROOE WITH #4 CU USING EXOTHERMIC WELD ------- INSTALLATION INCLUDING ALL DIMENSIONAL DATA AND REQUIREMENTS OF PEDESTAL MANUFACTURER SHALL BE OBTAINED FROM MANUFAClURER PRIOR TO BID AND VERIFIED WITH RESPECT TO THE DETAILS HEREIN. ANY VARIATIONS OR O!SCREPENCIES SHALL BE BROUGHT TO lHE ATTENTION OF THE EG!NEER AND RESOLVED PRIOR TO THE SID. THE EXACT PACIFIC UTILITY PRODUCTS PART NUMBER SPECIFICATION SHALL BE OBTAINED FROM THE MANUFACTIJRER PRIOR TO B10 BASED UPON THE REQUIREMENTS SHOWN HEREIN ELECTRICAL PED EST AL CONCRETE BASE ,--CONCRE'TE REQUIRES SPEC!Al ADMIX COLOR PER LANDSCAPE ARCHITECTS SPECIFICATIONS E9 1 G) CONTROLLER ~t-p ~ 3' ~l, ~ .9q,J)6 re,,. ""q, r.~•d3-a ~ "• /P • I -• ,9 ~~ ~ ~ l?A "'P .-- ~ II= cW;-:-:-1 J, I lllil 11-11 111-11-11 ["' 'z @ G) © '3 '4 - IRRIGATION CONTROLLER AS-BUILT: 1:>RAWINGS NOT PREPARED BY HRP LANDESIGN THE "AS-BUILT" DRAWINGS ARE PREPARED BY OR UNDER THE SUPERVISION OF THE INSTALLING CONTRACTOR. THE PLANS ARE FURNISHED TO THE CONTRACTOR BY HRP LANDESIGN SO THAT HE MIGHT USE THEM AS A BASIS FOR FIELD VERIFICATION AND AS A TOOL FOR DRAFTING THE AS-BUILT CONDITIONS. HRP LANDESIGN IS NOT RESPONSIBLE FOR ANY AS-BUILT CONDITION OR FOR ANY AS-BUILT. DRANING. AS-BUILTS PREPARED BY: HILLCREST CONTRACTING PH#: {951) 273-9600 CONTROLLER INSTALLED IN FURNISHED AND INSTALLED HEAVY DUTY STAINLESS BY IRRIGATION CONTRACTOR STEEL CON TROLLER ENCLOSURE ASSEMBLED BY PACIFIC TECHNICAL SERVICES a. ON/OFF SWITCH/ FURNISHED AND INSTALLED GFI AND GROUNDED BY IRRIGATION CONTRACTOR 120V RECEPTACLE CIRCUITING AND CONNECTION BY ELECTRICAL CONTRACTOR 2" IRRIGATION CONTROL FURNISHED AND INSTALLED WIRE, CONDUIT AND BY IRRIGATION CONTRACTOR CONTROL WIRE 3~4" 120 VOLT CONDUIT FURNISHED AND INSTALLED A D WIRE BY ELECTRICAL CONTRACTOR 2" CAPPED CONDUIT FURNISHED AND INSTALLED FOR FUTURE USE BY IRRIGATION CONTRACTOR DW CONSULTA~fTS INCORPORATED LIGHTING DESIGN • ELECTRICAL SNGINEERfNG 2.900 BRISTOL STREET SUITE B-305, COST A MESA, CA 92626 714-432-l 343 PROJECT NUMBER -20403 PRINTED -1/18/05 (J) 1--z ~ ::::J (J) z 0 0 , (J) z 0 (J) Cu ,er:: I-0 w --:, 0 0::: o_ ,. ' le. le. le. le. le. >-(!) i z 0. - ::::E z w 0 0 0 -I-~ z w w ::e a.. > 0 -..I a: ~ C I-Q 11) f: < 0 z 0 i I-:E a: 0 0 0 0. w ~ z -w 6: z - I-w w J: 11) a: w > 0 0 ~ (.) -a: I- 0 w ..J w JOB NO. < (/J -z z ~ :::s a: 0 a: 0. I.I. ::J (/J I-~ g :z w :c l ~ ~ g w ..I Ill :c w ... z Gj a: i I 0 w a. z < &l u. ! 0 0 f: ~ 0 -st L()' ~ 0 --... 0 co (') ~ ' --... ~ ~ 0 ~ w =i (/) w (/) (/) =i ~ =i Cf) I;:;: (/) z 1--0 0 (/) ro 0 1--0 -st -st w 0 0 J ~ --... 0 0 0: --... Z2 Q_ 0 (') ~ w w =i :::J Cf) (fJ (fJ (fJ >-a: 0 w z z 5 w C) 0 <( >- >-ro Q] 0 z w CL ~ @ w ~ I 0 0 0 ./ A4854 SHEET E1 .0 49 OF 52 AS-BUILT LO 0 .._____ co ,- .._____ ,- 0 w ::=) Cf) Cf) z 0 f--u :J a: f-- Cf) z 0 u .._____ LO ::tt::: __J <( f-I-- ;> OJ =:i CJ) >-u z LJ_j C) <C --0 ~ ~ ~ ~ '1 ' UNDmGfl:OUND PUU. SECTION W!iH LUGS PER SCE RQMTS ( I.. Ml CLASS T FUSES t 100A-2P 100AF ELEC1R!CAL METER PEDESTAL MEITRS CNB SID-206-L 120/240 V, 1,, 3 W -100 AMP COMMB<CIAL METER PER SCE REQUIREMENTS COMMERCIAL TEST BLOCK INTEGRAL PULL SECTION Willi LUGS PER SC£ REQUIREMENTS LOCKABLE ENCLOSURE MIN A!C RA TING 42 K AIC INCLUD!NG AU. COMPONENTS FUSIBLE MAIN SWITCH -CLASS T FUSES ISOLATED GROUND BUS MINIMUM 36~ CLEARANCE REQUIRED IN FRONT AND BACK WHEN LOCATING PEDESTAL BASE NOlE REGARDING FAULT CURRENT SCE AVAILABLE FAULT CURRENT (AFC) lS 42,000 AMPHERES (S'rMME'TRICAL) BRACJNG ANO INTERRUPT RA.11NGS OF ALL OVERCURRENT DEVICES SHALL BE RA ID) TO MEET OR EXCEED 42,000 AFC PER NEC ARTictES 110-9 AND 110-10 AND 240-8:!!(C) TD STEEL REBAR IN PEDESTAL PAD REFER TO DETA1L THIS SHEET SER~CE LA TERAL---~,j> PER SCE REQUIREMENTS -i,,---INSTMl. DRIVEN GROUND ELECTRODE PER 250-81 (C) = SINGLE LINE DIAGRAM -PANEL P1 NEWPORT COAST DRIVE VOLTAGE; 120/240, 1 ¢, 3W A.l,C. RATING; 42K PANEL: P1 MAIN: LUGS REMARKS VOLTAMF'S oun= A e LTG REC MISC IRRIGATION CONTROL #1 120 1 CONNECTED LINE VA: A= -~1=20~_ B=_~O __ PANEL TOTAL CONNECTED VA= -~1=20~_ LCL VA,~-____ X.25= ___ _ FEEDER VOLTAMPS FEEDER AMPS =_~1~20~_ =-~1 __ BUS AMP: 100 BRKR. BRKR. AMPS '"PS POUS A • POLES 20-1 , .... _, ' ~ -· ' r r5 ' -f--... ' -r HO " f--_,, MOUNTED INTEGRAL IN PEDESTAL ISOLATED GROUND BUS REQUIRED ovru:rs VOLTAMPS LTG REC MISC A B REMARKS NOTE REGARDING FAUl. T CURRENT SCE AVAlLABLE FA.ULT CURRENT (AfC) IS 42,000 AMPHERES (S'tMMEm1CAL) BRACING ANO INTERRUPT RATINGS Of All OVERCURR£NT OE\llCES SHALL BE RATEO TO MEET OR EXCEED 42,000 AFC PER NEC ARTICLES 110-9 AND 110-10 AND 240-83(C) r I I UNDERGROUND PULL SECTION Willi LUGS PER SCE RQMTS ' SER~CE LATERAL----+- PER SCE REQUIREMENTS I I ( I.. M ' 100A-2P 100AF CLASS T FUSES ~~ PAN£!. P2 12 SINQE POI£ SPACES I ' ELECTRICAL METER PEDESTAL MEYERS CNB SID-206-L 120/240 V, 1¢, 3 W -100 AMP COMMERCIAL METER PER SCE REQUIREMENTS COMMERCIAL TEST BLOCK INlEGRAL PULL SECTION VJl1H LUGS PER SCE REQUIREMENTS LOCKABLE ENCLOSURE MIN AIC RAllNG 42 K AIC !NClUD!NG ALL COMPONENTS FUSlBlE MAIN SWITCH -CLASS T FUSES ISOLATED GROUND BUS MINIMUM 36" CLEARANCE REQUIRED IN FRONT ANO BACK Yd-!EN LOCA11NG PEOESTAL BAS£ N01E REGARDING FAULT CURRENT SCE AVAJLASLE FAULT CURRENT (AFC) IS 42,000 AMPHERES (SYMMETRICAL) BRACING ANO INTERRUPT RAllNGS OF ALL OVERCURRENT DEVICES SHALL BE RATEO TO MEET OR EXCEED 42,000 AFC PER NEC ARTICLES 110-9 AND 110-10 AND 240-83(C) TO STEEL REEAR IN PEDESTAL PAD REFER TO DETAIL THlS SHEET -i,,---INSTALL DRIVEN GROUND El£CTIROOE PER 250-81 (C) SINGLE LINE DIAGRAM -PANEL P2 NEWPORT COAST DRIVE E9 VOLTAGE: 120/240, 10, 3W MAIN: LUGS REMARKS IRRIGATION CONTROL #2 CONNECll:D LINE VA: A= PANEL TOTAL CONNECTED VA= LCL VA= X.25= FEEDER VOLTAMPS - FEEDER AMPS - AS-BUILT: DRAWINGS NOT PREPARED BY HRP LANDESIGN THE "AS-BUILT" DRAWINGS ARE PREPARED BY OR UNDER THE SUPERVISION OF THE INSTALLING CONTRACTOR THE PLANS ARE FURNISHED TO THE CONTRACTOR BY HRP LANDESIGN SO THAT HE MIGHT USE THEM AS A BASIS FOR FIELD VERIFICATION AND AS A TOOL FOR DRAFTING THE AS-BUILT CONDITIONS. HRP LANDESIGN IS NOT RESPONSIBLE FOR ANY AS-BUILT CONDITION OR FOR ANY AS,BUILT DRAFTING. , AS--;BUILTS PREPARED BY: HILLCREST CONTRACTING PH#: (951) 273~9600 A.I.C. VOLTAM?S A B 120 120 B- 120 120 1 RATING, 42K PANEL: P2 MOUNTED INTEGRAL IN PEDESTAL ISOLATED GROUND BUS REQUIRED OUREIS LTG RCC MSC 1 0 BUS AMP, 100 BRKR. BRJ<R, AMSS '"PS POUS A B POU,S ouru,s VOLT.AMPS LTG 'REC MISC A B REMPHKS 20-1 ' __ , 3· ->-4 ' __ , '~ ~, ' ..._.. t-10 ,, _ -~12 NOTE REGARDING FAUL1 CURRENT SCE AVAILABLE FAULT (;URRENT (AFC) IS 42,000 AMPHERES (f.;YMME1R1CAL) BRACING AND INTERRUPT RATINGS OF ALL OVERCURRENT DE\IJCES SHALL BE RA 'TED TO MEET OR EXCEED 42,000 AFC Pffi NEC ARTIClES 110·-9 AND 110-10 AND 240-13:S(C) DW CONSULTANTS ~ INCORPORATED LIGHTING DESJGN • ELECTRICAL ENGINEERING 2900 BRISTOL SI'REET SUITE B-305. COSTA MESA. CA 92626 714-432--1343 PROJECT NUMBER -20403 PRINTED -I /18/05 . / ' 11) lL (); '--. d.) 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REG~EXPil0-06 a, , r r ,. • *.JI,;-EL£ 1R1CAL ~ -1?, ,::,<!S' ( OF CAI.I' 50 OF 52 ' ~ Cf) >-(_) z w CJ <C AS-BUILT 7 4 7 0() I -~ ,__ ------------ -I ---- I I .J...___ I I I I @] . -------- 640! 7,r---+--1----+-- I I I \ \ \ \ \ \ \ ~ // I I I I I I I I ---// ---------// ------_ii -= IT I I \ \ \ \ \ \ \ \ \ SCALE: 1" 20' --------'---' ' '-. ' ' ' ' '--' ' ' ' ' 150 - NEWPORT COAST DRIVE REFER IRRIGATION CONTROL #1 ~ LEGEND FOR KE\'NDlIS S\'MIIOL CIRCUITS ( 1 ) SCE \A_lERAL _f© P1-1 ./' -- ' '--'--' ' '--' ' '--\ \ \ I- \ RrnSED -4/11/05 CONDUCroRS/CONDUIT 3•c w 0,25• NYLON PIJll ROP£ PER SCE REQUIR£M£NTS 1•C-2UIO ntYM CU, #10 CU GNO . . :As..BUIL T: DRAWINGS NOT PREPARED BY HRPi LANDESIGN . . HE "AS-BUILT" DRAWINGS ARE PREPARED BY OR UNDER i E SUPERVISION OF THE IN_STALLING iCONTRACTOR. THE . P NS ARE FURNISHED TO THE CONTRACTOR BY HRP LANDESIGN SO THAT HE MIGHT USE THEM AS A BASIS FOR FIELD VERIFICATION AND AS A TOOL FOR DRAFTING . ' HE AS..c.BUILT CdlNDITIONS. HRP LANDESIGN_· Is NOT i SPONSIBLE FOR ANY AS-BUILT CONDITION OR FOR ANY A ~UILTD~m~. • • ' ! f A -BUILT$ PREPARED BY: HILLCREST I CONTRACTING PH#: {951) 273'--9600 . 2 I SCE XfllR ELECTRICAL MElER PEDESTAL 120/240V, 1•, 3W 100A REFER (3'\ STA 157+76 ~ DW CONSULTAN11S INCORPORATED J..IGHTING PESIGN • ELECTRICAL ENGJNEERINO 2JOOBRISTOLSTREET sumrn-305, COSTAMESA, CA 92626 714-432-1343 ------ 7 PROJECT NUMBER -20403 PRINTED -4/11/05 r~~~~~~:::ii ~ ~ _j :::, (I) z 0 0 I-0 w a a:: (L i Q. 8 I- ifi I ~ i;: ~ ! UJ z ~ - z :5 0.. w I--"' ..I <C 0 -a: I- fd ..I w CJ z -z w C -~ w ie C I I-a: ~ ffi z -sj- ~ ~ § s ~ 0 llJ ::i Cl) ~ Cl) ~ Cl) ~ ~ Cl) to 0 8 m @ I i ~ ~ ~ Cl) w Cl) Cl) ffi t ! z ~ t s -I ~i w \) ~~ il! Ir LO 0 ------CX) ;-- ------ ;-- 0 w :::) Cf) Cf) - z 0 f- 0 :=) a:: f-Cf) z 0 0 ------LO % _J <( ~ 2 CD r:::~~~~~ :::) JOB NO. 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I AS-BUILT$ PREPARED, BY: HILLCREST CONTRACTING PH# (951) 273-9600 DW CONSULTANrfS INCORPORATED LIGHTING DESIGN • ELECTRICAL ENQJNE irnlNG 2900 BRISTOL STREET SUITE B-305, COSTA MESA, CA 92626 714-432-1343 PROJECT NUMBER -20403 PRINTED -· 1/18/05 ........ , ,,. f-0 w J 0 a:: Q_ >-(!J I z -:!: z 0 w ~ 0 0 -I-s: a: z (/J w w ~ :!: Q,. > 0 -~ ..J a: w C ..J Gi -I-:c Q ~ z ~ 5 0 ~ z 0 ~ :::> ::E li:: ::E ! 0 0 0 a. w s: z -w 6: z - z :5 a. w t--Cl) __. < 0 -a: t-0 w _J w (/J z :5 Q,. I-z w :!: Q,. 9 w > w C w ~ (/J C z 5 U) :::i ~ t5 w ~ Q_ :S z a: 0 IL ~ { LU m I z IL 0 ~ 0 'tj-lD 0 ~ ci ~ ~ ..._ ~ ~ 0 w :::i U) w U) :::i t,;; U) U) z 0 8 ro 'SJ" I ; ~ w w :::i :::i Cf) U) U) (f) a: b w z z ~ w ~ >->-(I) lDO z sz! ~Ow o:~~ 000 JOB NO, A4854 SHEET E2.1 52 OF 52 AS-BUILT LD 0 ------CX) ,-- ------,-- 0 w => U) U) L 0 f--"-u => er: f--"-U) z 0 u ------- LD ==#:: __J <( f--"-r 2 OJ => (J) >-0 z w (') <( ~ V\ ~ !.."I ~ 1 I I u- o: 11' V I V'