Loading...
HomeMy WebLinkAboutR_5996_S' • CITY OF COSTA MESA VICTORIA ST PROJECT LOCATION • t BENCH MARK= ORANGE COUNTY SURVEYOR BENCHMARK NO. JC»-IN WA 'tNE ~ AIRPORT ~~ ~ ~)- VICINITY MAP NOT TO SCALE NE'M'ORT CENlER LOCATION MAP NOT TO SCALE "3S-45-99 .. , NAVO 88 -1995 ADJ _ ELEV= 251 . 76 FL ~~ "t< ~a 'f' CITY OF IRVINE u111'JERSITI DESCRIBED BY OCS 2003 -FOUND 3 3/4"" OCS ALUMINUM BENCHMARK DISK STAMPED "3S-45-99" SET IN THE TOP NORTHERLY CORNER OF A 4.0 FT. BY 8.0 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE EASTERLY CORNER OF THE INTERSECTION OF MACARTHUR BOULEVARD AND SAN JOAQUIN HILLS ROAD, 70 FT_ SOUTHEASTERLY OF THE CENTERLINE OF MACARTHUR BOULEVARD AND 135 FT. NORTHEASTERLY OF THE CENTERLINE OF SAN JOAQUIN HILLS ROAD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. BASIS OF BEARINGS: BEARINGS AND COORDINATES AS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (EPOCH 1991_35), ZONE 6; BASED LOCALLY UPON THE FOLLOWING CONTROL STATIONS AS PUBLISHED BY THE COUNTY OF ORANGE . GPS 6269, NORTHING 2,172,283.19 FT., EASTING 6,068,345.22 FT. GPS 6276, NORTHING 2,170,114.88 FT., EASTING 6,069,883.84 FT. GPS 6293 , NORTHING 2,167,860.29 FT., EASTING 6,066,645.53 FT. DIAL TOLL FREE 1-800-227-2600 AT !EAST TIO DA'IS BEF<R '1111 11G SECTION 4216/4217 OF THE GO\IERNI.ENT CODE REQUIRES A DIG ALERT IDENTIFICATION t-lM3ER BE ISSUED B£FORE A -PERMIT TO EXCAVATE~ WILL BE VALID . FOR YOLR DIG ALERT I DENT ff I CA TI ON NUdBER, CALL UNDERGROUN) SERVICE: ALERT TOLL FREE AT 1-800-227-2600 TWO WORKING DAYS B£FOR YOU DIG . PUBLIC WORKS DEPARTMENT SAN MIGUEL DRIVE STREET IMPROVEMENTS CONTRACT NUMBER: C-4472 DATE: --o/.;.-7!_!,.,,_p_.1._.<1 __ DATE: -5'-//-2AlD SYMBOL LEGEND 0 MANHOLE <:ti FIRE HYDRANT ----EXISTING ----R/W LINE NEW CONSTRUCTION UTILITY CONTACTS ----'!.---CENTERLINE -----W----WATER LINE UTILITY\OWNER PHONE NO. -ss-SEWER LINE [I] ATtT DISTRIBUTION (7 14) 666-5698 ----0---GAS LINE 12) COX COMMUNICATIONS (949) 546-2753 ~ ELLER MEDIA COMPANY ( 310) 755-7225 -E--ELECTRIC LINE 0J CITY OF NEWPORT BEACH (949) 718-3400 --T-TELEPHONE LI NE ~ SC GAS -SANTA ANA / 714l 634-3262 714 634-5004 -CATV-CABLE TV LINE lfil UT! SC ATT TRANSMISSION TCG (213) 787-0212 SIGN --u-Ill UT! FOR EDISON -TELECOMMUNICATIONS (714) 796-9932 PLAN PREPARED SY: APPROVAL RECOMMENDED APPROVAL RECOMMENDED PI_ANNING ■ DESIGN ■ CCINSTRUCTICIN ------ SHT# DRAWING 1 TT-1 2 N-1 3 TX-1 4-5 CD-1 TO CD-2 6 RP-1 7 ST-1 8 UT-1 - 9 -_, so-, 10-15 TS-1 TO TS-6 16-17 PD-1 TO PD-2 18-28 TC-1 TO TC-11 29-30 EC-1 TO EC-2 31-33 ~, TO LS-3 SHEET INDEX DESCR I PT! ON " TITLE SHEEJ - GENERAL ANO CONSTRUCTION NOTES TYPICAL SECTIONS CONSTRUCTION DETAILS REMOVAL/NEW PAVEMENT PLAN PLAN AND PROFILE UTILITY PLAN STORM DRAIN PLAN AND PROFILE PLAN TRAFFIC SIGNAL MODIFICATION PLAN SIGNING AND STRIPING PLAN TRAFFIC CONTROL PLAN EROSION CONTROL PLAN PLANTING AND IRRIGATION PLAN GASS Construction-Company Inc. 1401 Warner Avenue, Sutte B Tustin, CA 92780 ABBREVIATIONS I:;. CURVE DELTA LAT LATERAL AC ASPHALT CONCRETE LT LEFT AB AGGREGATE BASE MAX MAXIMUM AVE AVENUE MH MANHOLE B/W BACK OF WALK MIN MINIMl'.h.4 BC BEGIN CURVE N NORTH BCR BEGIN CURB RETURN NAVO NORTH AMERICAN VERTICAL DATUM BEG BEGIN NO . NUMBER BLVD BOULEVARD NTS NOT TO SCALE CATV CABLE TELEVISION ocs ORANGE COUNTY SURVEY C&G CURB AND GUTTER PB PULL BOX CB CATCH BASIN PCC PORTLAND CEMENT CONCRETE/ CF CURB FACE POINT OF CONTINOUS CURVE CL CENTERLINE PKWY PARKWAY CONG CONCRETE PROP PROPOSED DR DRIVE R RADIUS DW DOMESTIC WATER RCE REGISTERED CIVIL ENGINEER E EAST RCP REINFORCED CONCRETE PIPE EC END CURVE RET RETAINING ECR END CURB RETURN R/W RIGHT OF WAY EG EXISTING GROUND SD STORM DRAIN ELEV ELEVATION SL STREET LIGHT EX/EXIST EXISTING s SLOPE FG FINISH GROUND SHT SHEET FL FLOW LINE STA STATION FS FINISHED SURFACE STD STANDARD FT FOOT/FEET SW SIDEWALK GM GAS METER/SERVI CE TC TOP OF CURB GV GAS VALVE TS TRAFFIC SIGNAL H HEIGHT VAR VARIES/VARIABLE INV INVERT w WEST JS JUNCTION STRUCTURE WM WATER METER L LENGTH WV WATER VALVE APPROVAL RECOM MENDED APPROVAL RECOMMENDED SAN MIGUEL DRIVE S1REET IMPROVEMENTS 14725ALTONPARKWAY 11'~~~-:;:;;;;;;~&ir~-a-1---t~~'d:l~J,~-~·~i~()hj),.,~~~--t-5!_~~~?;4;;=---1--,e-,.4 ::~~-~--~~---I z < er 1--"' E o_ "' "' ci ~ 0 ~ -..._ "' 0 -..._ "' 0 en • " ~ 0 0 ' 1-- 1-- ' r-- "' 0 r-- / a • ~ 0 7 >-• 7 • - ~ ·-1--/ > -0 / "' Q_ a C TT-1 a L 1--/ 0 0 < u / r--"' 0 r-- 0 CONSULTING IIMlE. CALFOANIA 926"-2027 GENERAL SERVICES DIRECTOR ,;i;.;,-=vtmE~RECTOR I ~L CML ENGINEER 949.472.3505 FAX 949.472.8122 • www.ABF.com I • RCE No. 56980 .- <;;/tor IV ~D"'AT=---[ _,,,_s_--?--'-----'''-"c)'------J--------------------1-:§' Tm.E SHEET ~ 0 DATE: 05/06/10 OAT[ ----'-'-------'----IOATE ------.-1 DATE 5 -10 -10 DESIGNED ll</RK DRAWN WT CITY OF NEWPORT BEACH R-5996-S R } CHECKED LI< OA TE05 06 1 D PUBLIC WORKS DEPARTMENT SHEET 1 OF 33: - GENERAL NOTES: 1. ALL WORK IIECESSARY FOR THE COMPLETION OF THIS CONTRACT SHALL BE DOIIE IN ACCORDANCE WITH (1) SPECIAL PROVISIONS; (2) PLANS (DRAWING NO. R-XXXX-S); (3) THE CITY OF NEWPORT BEACH STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, (2006 EDITION), INCLUDING SUPPLE!.ENTS; (4) STAt-CJARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION), INCLUDING SUPPLEMENTS; (5) STANDARD PLANS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) (2006 EDITION); AND (6) STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS (2006 EDITION). 2. THE CONTRACTOR MUST NOTIFY THE CITY OF NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST TWO (2) WORKING OAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR FIELD TESTS BY CONTACTING THE IIEWPORT 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 . WHEIIEVER IT BECO!.ES NECESSARY TO TUr,.r,EL UNDER EX I ST I NG IMPROVEMENTS , THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE ENGINEER, OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWINGS. 5. EXISTING UNDERGROlJIID UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE ENGINEER DOES NOT ASSUME LIABILITY FOR THE ACCURACY OR EXISTENCE OF THE UNDERGROUND UTILITIES OR STRUCTURES AS REPORTED FROM THE RECORDS EXAMINED. 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) 227-2600 AT LEAST TWO (2) 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. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK . SHOULD COIIOITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT ALL PIPES, WALLS, ETC . ARE ADEQUATELY BRACED DURING CONSTRUCTION . 9. ALL WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS IN ALL RESPECTS AND ALL DEVIATIONS SHALL BE APPROVED BY THE ENGINEER . 10. THE CONTRACTOR SHALL , PR!OR TO THE BEGINNING OF WORK, INSPECT THE THE PROJECT FOR EXISTING SURVEY MONUMENTS AND THEN SCHEDULE A MEETING WITH THE CITY SURVEYOR TO WALK THE PROJECT TO REVIEW THE SURVEY MONUMENTS. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS DURING CONSTRUCTION OPERATIONS . IN THE EVENT THAT EXISTING SURVEY MONUMENTS ARE REMOVED OR OTHERWISE DISTURBED DURING THE COURSE OF WORK, THE CONTRACTOR SHALL RESTORE THE AFFECTED SURVEY MONUMENTS AT ITS SOLE EXPENSE. THE CONTRACTOR'S LICENSED SURVEYOR SHALL FILE THE REQUIRED RECORD OR CORNER RECORDS WITH THE COUNTY OF ORANGE UPON MONUMENT RESTORATION. 11. CONTRACTOR SHALL CLEAN UP THE PROJECT SITE AT THE END OF EACH WORK DAY . 12. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO AND THROUGH THE WORK AT ALL TIMES. 13. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 14. PROPOSED PAVEMENT Af\O CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING AND MARKINGS, TRAFFIC SIGNAL EQUIPMENT ( INCLUDING DETECTOR LOOPS) , STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR, REMODEL OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY THE ENGINEER OR UTILITY COMPANY . 16. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES. 17. STATIONING REFERS TO CENTERLINE OF STREET . STREET WIDTH DIMENSIONS AND CURB LINE CURVE DATA REFERS TO FACE OF CURB. ENVIRONMENTAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY ALL SUBCONTRACTORS, MATERIAL SUPPLIERS , LESSEES, AND PROPERTY OWNERS THAT DUWING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED rs 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 LIMITED TO: SOIL OR LIQUID CHEMICAL SP[LLS; 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; FERT ILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION, 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 NAT IONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 5. THE CONTRACTOR SHALL SUBMIT A BEST MANAGEMENT PRACTICE (BMP) PLAN FOR CONTAINING ANY WASTEWATER OR STORM WATER RUNOFF FROM THE PROJECT SITE INCLUDING , BUT NOT LIMITED TO THE FOLLOWING: A. NO PLACEMENT OF CONSTRUCTION MATERIALS WHERE THEY COULD ENTER STORM DRAIN SYSTEM, WHICH INCLUDES GUTTERS THAT LEAD TO CATCH BASINS. B. CHECKING CONSTRUCTION VEHICLES FOR LEAKING FLUIDS. C. PROVIDING A CONTROLLED AREA FOR CLEANING OR RINSE-DOWN ACTIVITIES . D. MONITORING CONSTRUCTION ACTIVI TIES. E. MINIMIZING USAGE OF WATER WHEN SAW-CUTTING AND VACUUM THE RESIDUE . F. PROVIDING MEASURES TO CAPTURE OR VACUUM-UP WATER CONTAMINATED WITH CONSTRUCT ION DEBRIS . G. REMOV ING ANY CONSTRUCTION RELATED DEBRIS ON A DAILY BASIS. H. PROTECTING WORK AREAS FROM EROSION. THE BMP WI LL BE APPROVED BY THE ENGINEER PR IOR TO ANY WORK. THE CITY OF NEWPORT BEACH WILL MONITOR THE ADJACENT STORM DRAINS AND STREETS FOR COMPL IANCE. FAILURE OF THE CONTRACTOR TO FOLLOW BMP WILL RESULT IN IMMEDIATE CLEANUP BY CITY AND BACK-CHARGING THE CONTRACTOR FOR ALL COSTS PLUS 15 PERCENT. THE CONTRACTOR MAY ALSO RECEIVE A SEPARATE ADMINISTRATIVE CITATION PER SECTION 14.36.030A23 OF THE CITY'S MUNICIPAL CODE . 6. CONTRACTOR SHALL CONFORM TO ALL AQMO REQUIREMENTS FOR POSITIVE DUST CONTROL. 7. GRADING AND EXCAVATION SHALL BE HALTED DURING PERIODS OF HIGH WINDS. ACCORDING TO AQMO 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. PAVING NOTES: 1. 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 . LANDSCAPING NOTES: 1. CONTRACTOR SHALL REMOVE PORTIONS OF THE EXISTING IRRIGATION SYSTEMS AS NECCESSARY TO PERFORM OTHER PROJECT WORK. REMOVAL WORK MAY INCLUDE LOCATING, CUTTING AND CAPPING EXISTI NG IRRIGATION LINES AflO REMOVAL OF VALVES, VALVE BOXES, IRRIGATION LINES, IRRIGATION HEADS, BACKFLOW PREVENTER ASSEMBLIES, AND CONTROL WIRES. 2. CONTRACTOR SHALL ENSURE THAT REMAINING IRRIGATION SYSTEMS WITHIN OR BEYOND THE PROJECT LIMITS REMAIN FULLY FUNCTIONAL AND OPERATIONAL TO THE SATISFACTION OF THE CITY ENGINEER. 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 REQUIREtENTS. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. 3. ALL REINFORCED CONCRETE PIPE MUST BE BEDDED IN ACCORDANCE WITH PIPE BEDDING DETAIL PER CITY OF NEWPORT BEACH STD-106-L. 4. PRIOR TO THE PLACEMENT OF STORM DRAIN IMPROVEMENTS, THE SOILS ENG INEER 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. 5. 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. 6. ALL REINFORCING BARS MUST BE SECURELY HELD IN PLACE IN THE FORMS. TWO WAY MATS OF STEEL MUST BE WIRED TOGETHER BOTH WAYS AT AL TERNA TE INTERSECT IONS. 7. 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. 8. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED AL.ONG THEIR EXISTING STREET OR DRAINAGE COURSES. 9. IN THE COURSE OF WATER CONTROL , THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION WITH FUELS, OILS, BITUM::NS OR HARMFUL MATERIALS. 10. LOCAL DEPRESSIONS AND DECKS OF CURB INLETS SHALL NOT BE POURED UNTIL ADJACENT CURB AND GUTTER HAS BEEN POURED. 11. 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. 12. CONTRACTOR SHALL MAC WRAP ALL STORM DRAIN JOINTS. 13. ALL RCP TO HAVE "SPUN PIPE" QUALITY AND FINISH. 14 . PROTECT EXISTING STORM DRAIN MANHOLE IN-PLACE 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 . CONSTRUCTION NOTES G) PROTECT IN PLACE ® NOT USED @ REMOVE EXISTING CURB le GUTTER © REMOVE EXISTING SIDEWALK ® REMOVE/RELOCATE/ADJUST TO GRADE BY OTHERS @ ADJUST TO GRADE (j) CONSTRUCT PCC CURB (TYPE B, 8" CURB) PER CITY OF NEWPORT BEACH STD PLAN 182-L @ CONSTRUCT PCC ClcG (TYPE A, 8" CURB &: 24" GUTTER) PER CITY OF NEWPORT BEACH StD PLAN 182-L @ CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STD PLAN 180-L @ CONSTRUCT PCC CURB RAMP (CASE H) PER CITY OF NEWPORT BEACH STD PLAN 181-L-B @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD PLAN 304-L @ RELOCATE STREET LIGHT PER CITY OF NEWPORT BEACH STD PLAN 203-L @ RELOCATE STREET LIGHT PER CITY OF NEWPORT BEACH STD PLAN 201-L @ RELOCATE FIRE HYDRANT PER CITY OF NEWPORT BEACH STD PLAN 500-L @ REMOVE EXISTING STREET LIGHT OR STREET LIGHT PB @) RELOCATE WATER SERVICE PER CITY OF NEWPORT BEACH STD PLAN 503-L @ RELOCATE STREET LIGHT PB PER CITY OF NEWPORT BEACH STD PLAN 204-L @) ADJUST TO GRADE AND CHANGE VAULT LID TO A MH COVER TO AVOID NEW CURB BY OTHERS @ RELOCATE TO BACK OF SIDEWALK AflO CHANGE VAULT LID TO A MH COVER BY OTHERS @ REMOVE AND CAP BACK FLOW PREVENTER AflO WATER METER @ REMOVE EXISTING CURB RAMP @ CONSTRUCT 4" AC @ CONSTRUCT ASPHALT CONCRETE CURB PER DETAIL ON SI-EET CD-1 @ CONSTRUCT PCC CURB RAMP (CASE E) PER CITY OF NEWPORT BEACH STD PLAN 181-L-A @ INSTALL DETECTABLE WARNING SURFACE PER CITY OF NEWPORT BEACH STD PLAN 181-L-D (@) REMOVE EXISTING RETAINING CURB @ INSTALL 1" WATER SERVICE PER STD PLAN 502-L @ REMOVE EXISTING MEDIAN @ CONSTRUCT PCC GUTTER AND MANHOLE TRANSITION PER DETAIL ON CD-1 @ CONSTRUCT cyRB INLET PER CITY OF NEWPORT BEACH STD PLAN 305-L, L=lO @) CONSTRUCT CURB INLET PER CITY OF NEWPORT BEACH STD PLAN 305-L, L=14' @ CONSTRUCT CONNECTION TO CURB INLET PER CITY OF NEWPORT BEACH STD PLAN 303-L @) INSTALL 18" RCP (D-LOAD PER PROFILE) @ CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD PLAN 313-L @) REMOVE EXISTING CATCH BASIN @ REMOVE EXISTING 18" RCP @ CONSTRUCT CURB INLET TYPE OS PER CITY OF NEWPORT BEACH STD PLAN 306-L @ INSTALL 24" RCP (D-LOAD PER PROFILE) @) CONSTRUCT JUNCTION STRUCTURE PER CITY OF NEWPORT BEACH STD PLAN 310-L @) REMOVE EXISTING MONUMENT SIGN @ REMOVE EXISTING TREE @ CONSTRUCT CURB TRANSITION PER DETAIL ON CD-1 GASS Construction Company Inc. 1401 Wamer Avenue, Suite B Tustin, CA9~8Q 'ti!, E 0 N 0 0 ~ 0 0 I z I " .,_ 0 " / "' <I) .,.., 0 2i >, <I) 7 <I) ~ 0 / 3" 0.. "' C N-1 ~ .---------.--------------------T"'---------------------------..... -----------------------------19- PI.ANB='PREP AR ED BY: R E V I S I O N S APPROVAL REC/OMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS ~~2!; ■ ■ II C □NSULTINl3 F"LANNING ■ DESIGN ■ CONSTRUCTION _,,,.. -14725 ALTON PARKWAY -/~ f'-- QWINE, CAI.FORNA 92618-2027 , "1<1 L CIVIL ENGINEER GENERAL NOTES ~ NO. mw. DESCRIPTION 1111.lE APPi) ~ SAN MIGUEL DRIVE 949.472.3505 FAX 949..472.8122 • www.RBF.com RCE No. 56980 ..- DAlE: 05/06/10 t---t----t-------------------4---1----i-"D'.','.AT;,cEc..,,!,,.......;~::c..:...'l'-l-1.::.·-/!..c<)~--+------------~------l,-;;- r---t--i----------------+---+---IDESIGNED LK/RK DRAWN wr CITY OF NEWPORT BEACH R-5996-S i l--+--+-----------------+--+---l1acHHEEDCKrnEDJc:..Lc.:.Kto'iAA:iic1E:-05-,/-0-"6/-'-17r PUBLICWORKSDEPARTMENT SHEET 2 OF 33-; 4: 1 OR FLATTER SW TC VAA 12.5' 8' TO 31.6 EXIST SW \ VAR 2' TO 7.5'* VAR O'TO 2' 2: 1 OR FLATTER SAWCUT 1 ' \_8" OVER EXCAVATION SW TC 8' VAR 68.2' TO 72.5' SAN MIGUEL DR ~ VAR 41.9' TO 48.9' VAR 49.2' TO 55 .4' VAR 30.4' TO 38.8' SAWCUT I SLURRY SEAL (LIMITS PER CITY ENGINEER) GRIND VAR 19.7' TO 55.2' SAWCUT VAR 19.7' TO 25.9 ' SAWCUT VAfl. GRIND VAR / ~RAISED MEDIAN , PER f--~-t-------1 13.4' TO 16.4' 5.2' TO 5.3 ' VAR -1.0% TO +1 .8% - / / DETAIL HEREON I SAN MIGUEL DRIVE STA 15+70.95 TO STA 18+01.57 N.T.S. * STA 15+70 .95 TO STA 17+00 ** STA 16+40.62 TO STA 17+79 . 18 SEE SHEET RP-1 FOR INTERSECTION IMPROVEMENTS STA 15+47.35 TO STA 15+70.95 STA 18+01.57 TO STA 18+25 SAN MIGUEL DR t GRIND 3'* SLURRY SEAL (LIMITS PER CITY ENGINEER) VAR 37,9' TO 54 .4' . I · VAR 37.7 ' TO 45.5' SAWCUT (ELEV PER PROFILE VAR 30 ' TO 42 ' SAWCUT VAR 34.6' TO 36.4' GRIND VAR 5. 1' TO 29.8' TC SW 8 ' 8" OVER EXCAVATION TC SW 8' VAR PKWY 2' TO 6.9'tt VAR O' TO 2' 2: 1 OR FLATTER EXIST SW VAR PKWY 2' TO 7'** PAVEMENT LEGEND 177771 CONSTRUCT 2.5" AC SURFACE COUR~~ ~ OVER 7.5" AC BASE COURSE OVER _r AB ,l( F." ~·;;/j CONCRETE G, ~ 2• GRIND &: OVERLAY -PAVEMENT REMOVAL R\7/f),1 COLORED STAMPED CONCRETE CONSTRUCTION NOTES CD PROTECT IN PLACE (j) CONSTRUCT PCC CURB (TYPE B, 8" CURB) PER CITY OF NEWPORT BEACH STD PLAN 182-L @ CONSTRUCT PCC C&G (TYPE A, 8" CURB 8c 24" GUTTER) PER CITY OF NEWPORT BEACH STD PLAN 182-L ® CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STD PLAN 180-L SAN MIGUEL DR t TC I ~-~TC~VA~R~17~·=5~• __ _ COLORED STAMPED CONCRETE PER SPECIFICATIONS ELEV PER PROFILE TO 24.9' 1 VAR 13.5' TO 20.9 ' ELEV PER PROFILE I COMPACT NATIVE SOIL TO 90% RELATIVE Cc».tPACTION RAISED MEDIAN DETAIL STA 17+00 TO STA 17+98.51 TC COLORED STAMPED CONCRETE PER SPECIFICATIONS 7 N.T.S . SAN MIGUEL DR t __ TC VAR 17.5' . I TO 24.9' VAR 13.5' TO 20.9' ELEV PER PROFILE z <( Cl'. I--a= E 0 ..,. N I lCOMPACT NATIVE SOIL TO 90% RELATIVE COMPACTION I 0 - ®- • 8" OVER EXCAVATION SAN MIGUEL DRIVE STA 10+05.84 TO 14+42.70 N.T.S. * STA 11+99 .08 TO STA 13+80 .41 ** STA 10+05.81 TO STA 11+39.25 8" OVER EXCAVATION RAISED MEDIAN DETAIL STA 15+73.61 TO STA 17+00 N.T.S. GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 -0 a I X ... I " ..,. /2 /' 0 '-' a. >, ,._ /' > -0 /' "' 0.. C/l C TX-1 i ...---------r--------------------,-----------------------------------------------------------lf;° PLAN PREPARED BY: • • • C:□NSULTIN13 LiNosAY: KAUFMANN F>LANNING ■ 949.472.3505 OES!SN ■ C:ONSTRUC:TION 14725 ALTON PARKWAY IR\rlNE, CALIFORNIA 92618~2027 FAX 949A72.8'122 • www.RE!F.com DATE: 05/06/10 REVISIONS NO. INITW. DESCRIPTION lllllE APPROVAL RECOMMENDED AL CIVIL ENGINEER RCE No. 56980 SAN MIGUEL DRIVE SlftEET IMPROVEMENTS SAN MIGUEL DRIVE TYPICAL SECTIONS 0 "' u /' r-... .,. 0 " 0 -0 - ~~7-ID ~ ~==~==~;:============================;:::===1===::::~DE"-"siG'-NE=o~LK,<___<K :,..cD....:.RA""'WN--WT-+-C-llY_O_F_N_E_WPO __ R_T_B_EA_C_H-,.-R---5-9_9_5 ___ 5-1 ~ II---~-+-~---,-----------, Q. t--+---t-------------------+---1-----ICHECKED LK DATE05 06 1 PUBLIC WORKS DEPARTMENT SHEET 3 OF 33-; 2' 6" t <D 00 ,;; ASPHAL TN~~NCRETE CURB @ NOTE: SEE C!TY OF NEWPORT BEACH STD PLAN 183-L FOR NOTES END TRANS !T !ON ,S. AC '--. '--. '--. STATION le 7 ELEV PER PLAN BEG TRANS!T!ON CURB T~SITION @ TC le FL ELEV PER PLAN B/W ELEV PER PLAN TC le FL ELEV PER PLAN UP ELEV PER PLAN TRANSITION ED!SION 5 ELEV PER PLAN GUTTER UP PROP FL N. T.S. DIRECTION OF TRAFFIC PROP AC SECTION PER PLANS SAWCUT GUTTER UP 6" M!N FL TC PCC GUTTER AND h/1\ _MAN__,_=H=O-=LE:=..:....T-=--=RAN=Sc.=IT-=l=-0-N___,@,; N.T.S. 10 20 30 1 __ 1------<1 SC ALE: 1 "=10' 7 0 • I, J / D 13+00 FARALLON DRIVE :::> z w ~ 0 ~ ~ <( □ p N ~ <O r l + 00 N 1 0 .., w :::, z w > "" I 0 0 w 0 0 ~ i i 1 CB, CicG 10+53. 32 ECR 8.18 ' RT ( 4.5± TC) (16 .9± ~ 8" A C JOIN !ST UM!T WORK 164 .44 TC 3 4 163.82 FL 164 . 35 TC 163. 77 FL 4 L=81' 31-='='"-'----.... :_J 1 ' 0 ~ SAWCUT ""Q/ O/ 162.21 TC 4 ,l\ \1/. 161.60 FL V 28+36.98 END REMOVE CicG 28+32.68 BCR 161.80 TC 161 .13FL 8" AC CURB 28+13 .84 48.27' RT ( 161.2± TC) ( 160.6± FL) JO!N EX!ST 8" AC CURB L!MIT OF WORK l CleG \ ANS ! HE i I I A \ \ \ 67' ANS!T! EREO I 164.72 FS R/W ~ I 7 I I I .3 I ' T . (1 5. ± I r ) -" 0 3 I '°" I I -/ / I ,.. I / I / I I I I I I I I I RT ; URB) / I I I I I I I I I / ' T I I I \ \ I 4 . 3 I --.... ' 4 . TO I I --.... I I I I --.... \ I I I 10+ 9. 5 . 2' RT / 3. 0 S t -- 2 +4 .8 6 .5 ' T 16 . 1 B W I I I I / I ) I I I I I I I I I I I I 7 I I c_ I I I I I I I ONS !TE Gef AD! NG PER SEP1KATE PACKAG~ I I I I I I I I I I I I j I CONSTRUCTION NOTES CD PROTECT IN PLACE (}) REMOVE EX!ST!NG CURB le GUTTER C±) REMOVE EX!ST!NG SIDEWALK ® REMOVE/RELOCATE/ADJUST TO GRADE BY OTHERS (j) CONSTRUCT PCC CURB (TYPE B, 8" CURB) PER CITY OF NEWPORT BEACH STD PLAN 182-L ® CONSTRUCT PCC CicG (TYPE A, 8" CURB le 24" GUTTER) PER C!TY OF NEWPORT BEACH STD PLAN 182-L @ RELOCATE STREET LIGHT PB PER C!TY OF NEWPORT BEACH STD PLAN 204-L @ REMOVE EX!ST!NG CURB RAMP @ CONSTRUCT 4" AC @ CONSTRUCT ASPHALT CONCRETE CURB PER DETAIL ON SHEET CD-1 @ CONSTRUCT PCC GUTTER AND MANHOLE TRANS!T!ON PER DETAIL ON CD-1 @ CONSTRUCT CURB TRANS!T!ON PER DETAIL ON CD-1 PAVEMENT LEGEND CONSTRUCT 2.5" AC SURFACE COUR~;., OVER 7.5" AC BASE COURSE OVER ,.....,., AB II PAVEMENT REMOVAL (a GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 E 0 " 0 --.... <O 0 --.... "' 0 ~ 0 0 I 0 u I " " 0 " ...... -0 ...... "' Q_ ~ C CD-1 ~ ------------------------------,r---------------------------,--------,---------:---=======---;§ SAN MIGUEL DRIVE STREET IMPROVEMENTS « APPROVAL RECOMMENDED PLAN PREPARED BY: CONSULTING L1NDSA M. KAUFMANN PLANNING ■ DESIGN ■ C □NSTRUCTl □N 14725 ALTON PARKWAY IRVINE, CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.A9F,com DATEc 05/06/10 REVISIONS NO. INITIAL DESCRIPTION MTE u ...... " .,..,, ,..,,.· ---~ FARALLON DRIVE/AVOCADO AVE R PRI C AL CML ENGINEER INTERSECTION ~ RCE No. 56980 CONSlRUCTION DETAILS :;.. l---l--+----------------------t--+--~DA~TE~a-2;;;~-:_,7'--(--;;i/2i):;:";,--+-::-:=::-:-=::-:-:=======:,---;;;;:---;:~~:---;:;;-i _:;0 DESIGNED DRAWN CITY OF NEWPORT BEACH R-5996-S " 1---1--+------------------+---+----l.__ _ ____clc.,K/-"R"-K .,__ ___ WT'-'--' a. 1--+--+-----------------+--+------I CHECKED LK DATEOS 06 1 PUBLICW0RKSDEPARTMENT SHEET 4 OF 33 -;;- 1 ' . <X) 14+42.70 ECR 54.43' LT SAN MIGUEL DR 14+29.37 60.31' LT SAN MIGUEL DR / 19+46.02 48.45' AVOCADO AVE JOIN EXIST (211.7±) 19+46.03, 54.17' LT AVOCAfXJ AVE JOIN EXIST (211.9±) 19+35.38 48.40' LT AVOCADO AVE JOIN EXIST _,✓/ (211.6±) / / / DAYLIGHT~/'✓ _ ;-< I T 5, 72' I I I 0 ./) I I @ L._ , , I . 19+35.38 BCR 42.07' LT ~ ' AVTx AVE I JOI XIST CltG I LIMIT OF WORK ELEV PE;R PROFILE 6,27' =33.67 i 3 "' :::: / \ I 'r!J--.-i__f_~ • / / / I I I / ______ --='s;,;;0;;;;"2~_,... --- l / // 1 "-sAwcuT / i _,__,,--- -------__ _/ ____ _ - . co 14+23. 19 51.45' RT SAN MIGUEL DR SAN MIGUEUAVOCADO NW CURB RETURN SCALE: 1 "=10' 17+71 .88 48.45' LT AVOCADO AVE JOIN EXIST, (208.7±) 17+59.09 54.24' LT AVOCADO AVE JOIN EXIST (208.4±) I I / . \ L=17 .59' J ,---.1\ ' \ I I I I I 6.38' \ I I I I --------I 1 17+71.73 ECR, 42.07' LT / AVOCADO AVE I, JOIN EXIST Cfii II , LIMIT OF WORI\ ELEV PER PROFILE I 17+59.04 48.46' LT AVOCADO AVE JOIN EXIST (207.2±) SAN MIGUEUAVOCADO SW CURB RETURN SCALE: 1"=10' 10 20 30 ---1 ,---II SCALE: 1"=10' 19+65_._~ 15 .46' RT AVOCADO AVE JOIN EXIST LIMIT OF WORK ELEV PER PROFILE SAN MIGUEUAVOCADO NE CURB RETURN SCALE: 1"=10 ' . '° ~.::--...,.__ "~ / !DOIJJ---,",·1,1,'--i--#-Ai&t"'- ~~i?,l I SAWCUT~ 3 L=24.58' 9-f.l~~ 17+72.29 BCR 28 .33' AVOCADO AVE JOIN EXIST CltG LIMIT OF WORK ELEV PER PROFILE I I fl I I 17+72.30 34.05' RT \ ~ ..WAVC..C..OC'-"Af)Q=A~V=E '-'-=-'-"'--1, I/ @j I JOIN EXIST /I 11 ~ ! (208.6±) ll I 9 j i 1/ t VV\~ 'I , I Ji J , _} :?--,.. 15+7 .27 56. 8' RT 1 3'~ MIGUEL DR :,1L)piT 9.98' ( I I I I I I I I I I I I I 17 .03 -4.04' RT AV ADO AV JO I E)j[STI <2~ .4i) I 17+67 .01 34.07:/ RT / / AVOCADO AVE I I / JOIN EX ST I I (208.4±/ I / I I I ! I SAN MIGUEUAVOCADO SE CURB RETURN SCALE: 1 "=10' PLAN PREPARED BY: ■ ■ Ill CCJNSULTINC3 PLANNING ■ 949.472.3505 ;;? ~?4-1, /? LINDSAY KAUFMANN \ 40+08.33 97. 9' LT MACARTHUR BLVD JOIN EXIST Cl!<G MIT OF WORK Y PER PROFILE I 11. 92' 'Ji/ ~~rl-- -7 STA 40+03. 16 T SD-1 11 222 I --------, ~ i ~--i c:21~i I I -~~-~~~w~/) SAN MIGUEUMACARTHUR NW CURB RETURN SCALE: 1"=10' f= ~ u ..J f= ..J u ..J u ..J I-L.. L.. I-L.. I-L.. 0) 1:j 0) co N m .,,. -~ ~ co co '° r-r-0) . ~ ~ ~ ti ~ r-co r-~ ~ 0 0 0 N N N N N N N N N N ~ . N 0 0 -N 0 I{) .,,. II <X) r- b • L.. ..J • L.. 0 ~ CJ -~ -u ~ L.. r----a:, CJ + +. b ;r, • + I{) • I{) 0 ~ 0 lll • -co -----'° + • fl.O'll ' I{) 0 --FLOW ;_,----- Q: . w r-,--,-. ffi "' 15+65 . 77 ECR SAN MIGUEL DR 48.91' LT LOCAL DEPRESSION CB #1 SAN MIGUEL 15+77.11 N.T.S. / CURB NO. ® ®) @ @ @ ® ® ® ® ® CONSTRUCTION NOTES @ REMOVE EXISTING CURB I GUTTER @) CONSTRUCT PCC CURB RAMP (CASE H) PER CITY OF NEWPORT BEACH STD PLAN 181--L-B @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD PLAN 304--L @) REMOVE EXISTING CURB RAMP @ CONSTRUCT PCC Cl.RB RAMP (CASE E) PER CITY OF NEWPORT BEACH STD PLAN 181-L-A LINE/CURVE DATA TABLE BEARING/DELTA RADIUS 90"25'03" 35.00' 80°20•45• 35.00' 82"00'03" 35.00' 94°36'37" 35.00' 85"08'06" 35.00' 82°49'58" 40.00' 69"58'28" 45.00' 85°15•51• 40.00' 89°01•47• 40.00' 79°26'56" 35.00' 15+88.41 BCR /68.24' LT SAN MIGUEL DR LENGTH TANGENT 55.23' 35.26' 49.08' 29.55' 50.09' 30.43' 57.79' 37.94' 52.01' 32. 15' 57.83' 35.29' 54.96' 31.49' 59.53' 36.82' 62. 15' 39.33' 48.53' 29.08' CURB FLOW FLOW ~ . .,,. -ll ..J 0) r---N ~ co r- I{) <D ,.., 0) -. b • L.. b ~ L.. co 8 u ,.., <D b CJ 0) --;r, • +. + • +. + I{) 0 ID 0 <D 0 <D ' -a:, -------co u ..J u ..J u ..J f= ..J u ..J I-L.. ,-L.. I-L.. L.. ,-L.. ,.., <O 0 r----~ ID ,.., (0 ~ a, N 0, 0 o:) r-a, r--- 8 8 8 8 a, co 0, ~ 8 a, 0 0 ~ 0 "' N N N N N N N LOCAL DEPRESSION CB #2. SAN MIGUEL 16+06.32 N.T.S. 39+96.74 ECR /98.01' LT ~:l~BLVO~~ "tow ------..:_ I --st st g; b • L.. -u 0 + +. a,. ~ 0 .., "° - u ..J u ..J ,-L.. ,-L.. r-co I{) ~ I{) .., II <D ..J ~ -.., b 0 6 • 0 st - u ..J ,-L.. 0, <D -a, st b 0 ~ • 0 - u ..J I-L.. - fFLOW . <D L.. OU 6 • st <X) DESCRIPTION CURB RETURN CURB RETURN CURB RETURN CURB RETURN CURB RETURN SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK z ., n:: f-a= E 0 C '"' 0, et " N 8 I 0 u I r--- 3 i ~ .., -.., "' st st N -N -N -"' -~ N N N N N N N GASS Construction Company In ~ 1401 Warner Avenue, Suite e -;; N N N N N N N -- LOCAL DEPRESSION CB #3 MACARTHUR 40+03.16 N.T.S. Tustin, CA 92780 ~ 0 / > -0 -f" n. "' ,: CD-2 ~ / 0 APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS 0 DE;SIGN ■ CONEliTRUCTl □ N REVISIONS "' u / I'-,,. 14725 ALTON PARKWAY IRVINE, CALIFORNA 92618-2027 FAX 949A72.8122 ■ www.RBF.com DATE: 05/06/10 NO. INl1'W. DESCRIPTION 111\TE SAN MIGUEL DRIVE CONSTRUCTION DETAILS 0 ,.__ 0 ~ 0 I ~ AL CIVIL ENGINEER j/ RCE No. 56980 t--t--t------------------f----t---JiD~A~TE~~c::-~-~l~D?,... __ J-___________ ~ _____ _J--; t--i----t----------------1---l----lDESIGNED LK RK DRAWN m CITY OF NEWPORT BEACH R-5996-S { 1--t--t------------------l---+----lciCH=iEEci<cK:E1ED1'-"LK'-'-to'iAA'i'FTE,...05-os-=-11 PUBLIC WORKS DEPARTMENT SHEET 5 OF 33 ; ~ r,l ~ 10+05.84 ~ ~ 29.40' RT ~ ""-~ ~05.78 '¾. ~60' RT 14+38.34 SAN M[GUEL DR 36.39' RT R/W R/W 17+72.29 AVOCADO AVE 25.15' RT 20 10 0 20 1' I ~1----1 ~-SCALE, 1 '' =20' 0 19+65.91 AVOCADO AVE t\-1\,,\n. 00' RT 15+64.36 SAN M[GUE 35.72' 40 I 60 I 16+09.97 ~~.29' LT w--1,.;~ 16+09.92 44.07' LT SAWCUT I LJ I '"" /"''. I LJ 16+17.3 55.26' T .... 11+99.08 53.45' LT R/W R/W 17+00 .00 30.55' RT PLAN PREPARED BY: 17+45.99 00 . 00 1,1--5..4..36-'-L+ 55.23' LT SAWCUT R/W . . . . . . .. : . . . . . . . . 13+25.38 53.91' LT 17+79 .95 SAN MIGUEL DR 30.'j\2' RT .. I PAVEMENT LEGEND ·\ ~:_c-_· CONSTRUCT 2.5" AC SURFACE COURSE OVER 7.5" AC BASE COURSE OVERX AB I I 40+ 40•08 33 THUR BL V MACARTHUR_ljll:i 12.97' LT ?~Lf'°'/ 4 •+16.94 ~ M CARTHUR BLVD 2 .10' LT <i>'' CONCRETE 2" GRIND & OVERLAY PAVEMENT REMOVAL COLORED STAMPED CONCRETE 74 .86' LT SAWCUT ,.--,OL.I.O! ,-- 3 -.S I ~~ M CARTHUR BL VD £. v _.-:;;:: t98' LT \ v...------fl -? / 39+94.74 g, -~ #~ [ MACARTHUR BLVD I a ...------V...------//- [ 20.57' LT ✓'" /./ I 39•97.09 r-------0: 1 I MACARTHUR BL ;{!l--V_..-----'.f 1/l f 12.8~-hY'" b: II/ R=45 ' V_L-. ',I---c3 / v..---',1..---I I ~ / -\' Q 8+04.'i'2 v1-I y ff11 io ~ SAN MIGUEL DR I I 48.14' LT I 18•25.00 I ir - 18+02.12 5.16' LT 18+25.00 16.36' RT 0 + -r . m I ,") j ___ g --3- 1 ----~ I /, 1 m I ,--/ ir I / ::, E 0 m N 0 ~ ...... <D 0 ..._ "' 0 ~ 0 0 I n.. "' I ,... .,. 0 ,... --"" C I / jE I s---,,.,, :;; ----1 -0 -S -I c( G S Construction Company In.fl! ~ --...cc::_...._ I O T O /i/ 1401WamerAvenue,SuiteB ' .: '--' I ~ Tustin, CA 92780 9- ,\ I ~ ; \ I C \I a RP-1 ~ ...,.._. =.,_....,:...,,..,. :i.;,._...l.,..Jllillll..l... ________ .l!,__JLL _____________ ...J...1.J!L...w:l:.... _ __.:,_ ______ --1-;;- APPROVAL RECOMMENDED SAN MIGUEL DRIVE SlREET IMPROVEMENTS PLANNING ■ DESIGN ■ CONSTRUCTION REVISIONS o < u -- CONSULTING 949.472.3505 ~KAUFIINN 14725 ALTON PARKWAY !fl.VINE. CALIFORMA 92£18-2027 FAX 949.472$122 • www.ABF.com DATE, 05/06/10 NO. INITIAi. DESCRIPTION DAlE APP'[) PRIN AL Cl~L ENGINEER SAN MIGUEL DRIVE REMOVALJNEW PAVEMENT PLAN ,... .,. 0 ,... 0 ~ 0 RCE No. 56980 ,,,,,,- DATE --7-ID o l--+--+------------------t---f---l~;';;;:;;=;;"''---'7i~.;;----t--=-::=-:;--::-=-::-:::=-=-:=-::==-:=-:--=:-;--;,-;:;:--;;-;;-~~;;-1 ~ DESIGNED LK K DRAWN wr CITY OF NEWPORT BEACH R-5996-S .g r-------,a. CHECKED LK DATE05 06 1 PUBLIC WORKS DEPARTMENT SHEET 6 OF 33 -; . 0 0 . a, f. 0 G> 0 . st 0 r--·-0 N 0 ,,., 0 --N .2 % 1 . EG 0 . "' 0 <O 0 . ,., 0 -'i' . IX) . 0 N IX) 0 0 CX) "' D • a, 0 . 8 ,,., 0 -N 0 r--+ r---N l-----l'.'-'181+--+-+--+-+-+-----if--+-++--+-t-l--t-+-f--+-++--+--c+--+o l-+-R++-+<"b--+-------f g m.7 ,: o .80 10+00 10+05 . 37 .97' BEG C&G LIMIT OF 00 . 00 BC :;, . q, ~ SEE LANDSCAPING PLANS ON SHEET LS-1 10+49 .58 BC 38.58' RT 'I 11+00 ·N <O 0 IX) . + "' + "" -0 -"' . 1i;t% 1 . 56 12+00 ROP RT + <O 0 -N . 1 % 1 . 8 NO 0 .4 EG PR P T C 9 4 13+00 ~ ~ "' 1i ' \11' [fl L,' SEE LANDSCAPING SON SHEET LS-1 1 PROP LT TC ~ 14+00 L=255.01' _ . ........... DAYLIGHT L-471 .61 3, 'f....._ , '-1-+oo 1 .8 0 1-0, 0 q, 14+42 .70 EC , E 54 .43' LT R/W / 4 , 9 :;J -~ 0 'ff st 00 0 15+00 <Xl, "' 0 -r-- 3 a, 0 3. 1 0 ' - 49 08 ' 4= 2. 7' -a, IX) 0 l o 1 \ ·--/ dic5 j "-~ ~ I '- 0 . st O<Xl 0 0 -0 -0 <O --N 16+00 12+19.90 EC 45.58' RT 1 STAIRS, RAILING , f ®.._I 15+73.42 EC • 13+89 .90 BC~ /5 17.53 'LT +oo l TREE 3 1 0 40 ~~--1 14+38.34 EC, 42.78' RT 15+15.20 ~SANMIGUEL DR 18+50 .62 ~ AVOCADO AVE SEE SHT R/W ~-1 SCALE: 1 "=40' 21 ■ ■ ■ CONSULTING i'I,, 0 1 0 0 <O 0 0 .-f "' ~ <O -- g 0 ·O • "' 0 +N "' . +-~ T 0 0 0 0 0 ., 0 • 0, 0 7 2 % E ::7- 0 . "' r----N l'i • <O "' 0 0 • <O "' +N ;;I -N 6 -~ + r-- - N IX) + r-- -H . ,,., N 3. 4' 3. 4 ' 17+00 18+00 15+88 .41 B BCR 68.24 ' L1 CB~ TA 16+06.30 ll SEE SHT SD-1 CB ~ STA 40+0 l l SEE SHT SD- ,,;,[£ LANDS PLANS ON D 16+63.89 PCC 70.76' LT 1 +71 . LT 24.02' LT ,,4'7+00 21 .70' LT 42 14725 ALTON PARKWAY IAVINE. CALFORNIA 92618-2027 "?J PROP RT\ MEDIAN TC 17+71.82 PCC 20.0 ' LT NO. INITIAl. R/W "' r-- "' r-- <O -- • ~ SCALE 1"=40 ' HORIZONTAL 1 "=4 ' VERT! CAL t o? l 1 l'c,,,&G,,,_,=-i~ set" 40+16 .96 EC 13.97' LT (223.0'± TC) JOIN EXIST CURB 40+16 .94 BC (223.0'± TC) 20.01' LT JOIN EXIST CleG \ 223 .00 TC SEE SHT CD-2 DESCRIPTION 0 0 +,--0 ~~ I * r DATE NO. (j) [I] Q) © [ID ® [I] ® @ @ @ @ @ @ @ @ @ ® ® ® @ ® @ ® ml ~ LINE /CURVE DATA TABLE BEARING/DELTA RADIUS 23°52'47" 500.00· N43°38'43"W -- 37'59 '57" 800 .00' 25•21 •59" 800 .00' N22" 11 '47"W -- 21°30'40" 490 .00' N43°42'26"W -- 04°53'31" 817 .62' 05°57'24" 1030.00' 08°32'33" 780.00' 10°59'21" 1000 .00· 04°19'23" 914.00 ' 03°35'59" 664 .00' 00•55 •or 4981 .00 ' 180·00·00" 2.00· 05°19'55" 968 .00' 08· 18' 10" 718 .00' 01·21 '58" 1096 .00' 180·00·00" 2 .00· 01·21'58" 1092.00' 08 °18 '10" 714 .00' 05°19'55" 964 .00' 179°21'42" 3.02' 13°33'12" 4000.00 ' N43° 32' 27"E -- N25°24'32"E -- • PRI NCIP L CML ENGINEER LENGTH TANGENT DESCR I PT! ON 208.39' 105.73' SAN MIGUEL~ 181 .51' --SAN MIGUEL~ 530 .57' 275.45 ' SAN MIGUEL~ 353 .95' 179.92' SAN MIGUEL ~ 47.07' --8" C&G 183.97 ' 93.08' 8" C&G 151 .35' --8" C&G 69 .. 81' 34.92 ' 8" C&G 107.08 ' 53.59' 8" C&G 116.29' 58.25' 8" C&G 191 .80' 96. 19' 8" C&G 68 .96' 34.50' 8" C&G 41. 72' 20 .87' 8" C&G 79.86' 39.94' 8" C&G 6 .28' --MED IAN NOSE 90 .08' 45.07' 8" MEDIAN CURB 104 .05' 52. 11 ' 8" MEDIAN CURB 26 . 13' 13 .07' 8" MEDIAN CURB 6 .28' --MEDIAN NOSE 26 .04' 13 .02' 8" MEDIAN CURB 103.47 ' 51.82' 8" MEDIAN CURB 89 . 71' 44.89' 8" MEDIAN CURB 9 .44' 541 .40' MEDIAN NOSE 946 .20' 475.32' AVOCADO ~ 480 .00' --AVOCADO ~ 3213 .70 ' --MACARTHUR~ CONSTRUCTION NOTES CD PROTECT IN PLACE @ REMOVE EXISTING CURB le GUTTER © REMOVE EXISTING SIDEWALK 0 CONSTRUCT PCC CURB (TYPE B, 8" CURB) PER CITY OF NEWPORT BEACH STD PLAN 182-L @ CONSTRUCT PCC C&G (TYPE A, 8" CURB le 24" GUTTER) PER CITY OF NEWPORT BEACH STD PLAN 182-L ® CONSTRUCT 4" -PCC SIDEWALK PER CITY OF NEWPORT BEACH STD PLAN 180-L @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD PLAN 304-L @ INSTALL DETECTABLE WARNING SURFACE PER CITY OF NEWPORT BEACH STD PLAN 181 -L-D @ REMOVE EXISTING RETAINING CURB @ REMOVE EXISTING MEDIAN @ CONSTRUCT PCC GUTTER AND MANHOLE TRANSITION PER DETAIL ON CD-1 @ REMOVE EXISTING MONUMENT SIGN @ CONSTRUCT CURB TRANSITION PER DETAIL ON CD-1 SAN MIGUEL DRIVE PLAN AND PROFILE E 0 r---"' 949.472.3505 FAX 949.472.8122 • www.RBf.com DA !E: 05/06/10 RCE No. 56980 t--+---i,--------------------+---+---l-~DA~T~E=_S2..:-:..L.;-;?'~t.lc.._ __ -l--------------~-------l'i t----t--+---------------1--+-____j,_D_Es_iG_NE~D LK=/=RK'-1--DR-AWN __ WTc.c.......1 CITY OF NEWPORT BEACH -R-5996-S .g t---+---i--------------------+---+---1 f---~~~~ .... a. CHECKED LK DATE05 06 10 PUBLIC WORKS DEPARTMENT SHEET 7 OF 33 -; STA 10+05.84 TO STA 19+20.47 S CATV R/W 15 14 .., I ..... ..... - 16 WM -----------f -......____ - - >- 0 Ol °' 0 + . -"' -.,. 12 R/W w 12 >->-(D _J I Ol . _J g tl (/) + >-N ~ - -] \ I .f./!./~;/T/l),V NeW Z'' C ONDv1r 13 CABINET 5 I R/W . gi ill -.,. 12 1 _J (/) 1 RET WALL li ~ <J '-~ C ·:-:;:·y IA .. : .... . . . . . . . . , I I R/W 27 --l,J-I,/-l,J--';!--l,J--\J'---1,J-N 1,;-1,/-r I EX s r. 1.:r: I I I I ~ I/ c.owD//t r. -E - CONSTRUCTION NOTES G) PROTECT IN PLACE ® REMOVE/RELOCATE/ADJUST TO GRADE BY OTHERS © ADJUST TO GRADE @ RELOCATE STREET LIGHT PER CITY OF NEWPORT BEACH STD PLAN 203-L @ RELOCATE STREET LIGHT PER CITY OF NEWPORT BEACH STD PLAN 201 -L @ RELOCATE FIRE HYDRANT PER CITY OF NEWPORT BEACH STD PLAN 500-L @ REMOVE EXISTING STREET LIGHT OR STREET LIGHT PB @ RELOCATE WATER SERVICE PER CITY OF NEWPORT BEACH STD PLAN 503-L @ RELOCATE STREET LIGHT PB PER CITY OF NEWPORT BEACH STD PLAN 204-L @ ADJUST TO GRADE AND CHANGE VAULT LID TO A MH COVER TO AVOID NEW CURB BY OTHERS @ RELOCATE TO BACK OF SIDEWALK AND CHANGE VAULT LID TO A MH COVER BY OTHERS @ REMOVE AND CAP BACK FLOW PREVENTER AND WATER METER @ INSTALL 1" WATER SERVICE PER STD PLAN 502-L @ CONSTRUCT PCC GUTTER AND MANHOLE TRANSITION PER DETAIL ON CD-1 V' §! \' ..J ','UO-¾:\.-.a,P. ~--~~ : 0 41 ~ ~ i ' \ ·:::: <C ~ 4-✓ ~ o \_--✓_............ d/1/ ~ 9' _............ ~ I ::::E I o _............ ✓ /, ! -,,--r-(" g( 1/, J-.-',I----" I c3 I -1~--~ z 4C °' >-"' E 0 N n ----I+----_1. I 0 -1-1---- / 1:;uo_ •• ~ Ii 1-----I --• +--.• i 'i:' 7-1/i ...._ '° 0 --.. "' 0 I .~ EDASTEL 1 r --J-1--- w I I EDISON 209.06 FS S 29 (209 .B± Fs)I EDISION NT CABINET <;;---------- SAN MIGUEL DRIVE i-I I I I E-' . . ·. · .. :-:-:· . . C MIGUEL RIVE~ I ~ J --]-I I _,- 1 -I ,,..., I ,,..- 1 ,,,..- 1 ,,..- 1 / -0 0 I f-::, I r--" 0 r-- / m ~ ~ I s--s--r kZ GAS Construction Company Inc. :;: ~;::;~¥--" I Tustin, CA 92780 - .....--[--"'-e.-::...__ I o T If 401 Warner Avenue, Suite B .::;- 1=x sr Lr coJJ Du ,r "-""-I f \ / I m \I C --. , ;L \I " UT-1 ~ ..---------..--------------------,,---------.::....i..!...C!:!.-------------r-:-:-:-----:-::-:-:--:-::-:::---r----:::::::::::::::::-::::::=:::-::=:::::::::::---1"8 APPROVAL RECOMMENDED SAN MIGUEL DRIVE SlREET IMPROVEMENTS -,: PLAN PREPARED BY: CONSULTING UNDSA Yf.l AUfMA P LANNIN G ■ 949.472-3505 O ES IGN ■ CO NSTRUCTION 14725 ALTON PARKWAY IRVNE, CALFORNIA 92618-2027 FAX 949A72.8122 • wwwRBf.com DATE, 05/06/10 REVISIONS u ..-r--" NO. INmAL DESCRIPTION DATE ......, SAN MIGUEL DRIVE 8 t~t~t======::::::~:'.'.'.:~~=====j='.:::::::t==l -FP~RIN Al CML ENClNEER llTILITY PLAN a RCE No. 56980 / DATE 5 •7-lc, 0 t [==-=tr-=== -1-1== -==--==--==--==--==--==--==--==--==--==--==--==--+j=_ -==--+j=_ -==--1=1:0 E:s,G:NE~D LI<~/:RK~!DRA;WN===WT;t--:-c-==1TY::-:-::o:-::F=--=N-::E::-:w:-:::P=--=o:-::R=T=--=s:-::EA=-=-=c~H:,--;;R:---s;;:9~9~a~--;s~ i CHECKED LK OATE05 06 10 PUBLIC WORKS DEPARTMENT SHEET 8 OF 33 -; i i I +---+--+--+---+--+--t----+--t-l---+--J--H-+ -\!-t-t-' j\ --1-------t--+-+---+----t---t--t---+--f----l-t---l--+-+---+----t---t--t---+--f----ll--t---l--+-+---+---+----+- +---t-t----f---+----t-----+----+----J---!---+----J--t-t----f---+----t----+-+---J-----j.a.jFft----t-----t-tf',,;-f---+----t----+--+----I ++-f---.J/----f------l.-----+--+ tl-4 ! I 1 H++-K+t---1-t+iii~t-K+t---1-t+W'tr,=l.=t+bf=+ff-bi=t+bt-::P-fi-JH-+H+' -t·+¾Jef-+t---1-t+H+-t-H+t-J~a!-H++-H-rt-J-t+H·++-H+H -t-f-l\:;;f'4--ff-lllH--H-++-+-+-+--+-+-1--+-~ 9HH--+-+-!-+-+-+-+-+-+-t-+-+-+-!-+--+-+-+-+---+-t-+-1 I --+--+--II---++---+---+---+---+---+-+----t-- "(S-.:;~l-+-++-l-+1-l-----+-+----f -------+"'orl--+----i------+-----+--+----+----1-+---+ -J=,1---,,.+;;,r1=--+--ll---t1:--±c--~ c::::r1 --t= +-i. -+--+-+--+---+---+---+----+----+----+----+---+---+---+---+---+---+---+----+----+----+---+----+----+----+----+----+---+---+---+--+---+--+--+--+--+--+---+---+--+---+--+--+--+- ~.;-I ! I I :;l--i--l-+++Hl-+++l--++!-i--+-+-+-h-++-ti~4-+#+-H-::t' --:J..a..;:'-20-:+-HM ~-+ --t-+-' ++-H-+-+-H-t-tz~jf---H-+++-H-+++-H-+-t:;---vH-t++rbt-;d;;;¾-ll+-H-+++-+---1-+++-+-....;-+~ .... ~-+-+·t-1-+-+-+-+-r-+-+-+--+-t-1--+-+-+-+-+-+-+-+-1 ~~· ::1 I 10+00 -:::::::--i 0.03 4 ,J-_:: f_;:". 11+00 12+00 40 0 40 I 80 13+00 SD STA ST STi'f JOIN EXIST 120 ------SCALE: 1 "=40' ST STA JOIN EX! CX) £++•--+-----+--+---+--1-1----+-+---+--+---l------l-------i . ·--t-~-t--+---+---+----+---+-- 1 ;---+-+----+--7F-ic'-t --,-i,;;:;i----+~'---ff.___+ -t---+-+---t-----t---t--t-----J-f-+--'--t---+--t------t----t---f--t-----J-f-t----+--t---+++---t---t----t-----:_:_f-t----+-+-+:;;:!r-'"--l:':4~.+.cl"ld-,---+---+-i---t-1-------+--+-+---+----+----+------1-----+---+----1-1----+-----1---l----1-----+----+----+---+---+-----+ OJ / /. 10+00 11+00 12+00 13+00 t CONSTRUCTION NOTES G) PROTECT IN PLACE @) CONSTRUCT CURB ltU:T PER CITY OF NEWPORT BEACH STD PLAN 305-L, L=10' @ CONSTRUCT CURB INLET PER CITY OF NEWPORT BEACH STO PLAN 305---L, L=14' @ CONSTRUCT CONNECTION TO CURB INLET PER CITY OF NEWPORT BEACH STD PLAN 303-L @ INSTALL 18" RCP (D-LOAD PER PROFILE) @ CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD PLAN 313-L @) REMOVE EXISTING CATCH BASIN @) REMOVE EXISTING 18" RCP @ CONSTRUCT ~B INLET TYPE OS PER CITY OF NEWPORT BEACH STD PLAN 306-L @ INSTALL 24" RCP (D-LOAD PER PROFILE) @ CONSTRUCT JUNCTION STRUCTURE PER CITY OF NEWPORT BEACH STD PLAN 310-L I 1 SCALE 1"=40' HORIZONTAL 1•-4• VERTICAL GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 E a. OJ LC) N I 0 ~ ~ 0 0 I 0 if) I r--. " 0 " / "' 0, Cl C Cl L 0 / > -0 / if: (/) E SD-1 ~ ..---------,---------------------,----------------------------------------------------------18 PLAN PREPARED B'I: R E V I S I O N S APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS ci • • • CONSULTING iNDsAf: KAUFMANN PL.ANNING ■ DESIGN ■ CCNBTRUC:TION ,,,.,_,.- 14725 ALTON PAP/i.WAY IAVINE, CALFORNIA 92618-2027 949A72.9505 FAX 949.472.8122 • www.R8F.com DATE: 05/06/10 NO. N1W. OESCRIPTION llllllt SAN MIGUEL DRIVE STORM DRAIN PLAN AND PROFILE LAT •A-1•, LAT •A-'Z', LAT "B" r--. "" 0 r--. 0 ~ 0 ~ / i----i---,--------------------+---+--+.D;c:ATi::E=,-c-.•--<--,-::-:'/O~-:---------ll----------------,--------t.3 t-----t----t-----------------1--1-------IDESIGNED l.K RK DRAWN wr CITY OF NEWPORT BEACH R-5996-S _g 1-===-~--+-=--c==------1 ,--------II a. 1--t--t-----------------l----l------lCHECKED l.K DA TED5 06 1 PUBLIC WORKS DEPARTMENT SHEET 9 OF 33 -; SEE SHEET TS-3 2"C, ---- EXIST 2"C, 1-48 SMFO CABLE (SEE SHEET TS-3) -- R w z:: I . ID . 0 N -----.::y NEU/ !!!II !>XI S.; 2"C, INSTALL 3-DLC 18 4 CD - I MACARTHUR -- r-7 1-¢2(3 ) I I • L_"' --1 I r-7 I 2-¢2(4)1 11 L_--1..I ' I r-7 I 3-¢2(5)1 I: _L--{I I I " , #: SI~ ,_ EXIST 2"C, 12PR TO CONTROLLER CABINET AT PACIFIC COAST HWY (APPROX . 2,950' CL TO CL) -- ~ 410' TO X-WALK -- - - - - - - R w EX IST R73-5(CA ) . <O 2-¢5( 15 ) r-~---;:-::--1 \ I I I L_..J L-_I 5-¢2(7) . ., . N - EXIST 2"C, 3-DLC EXIST 2"C , 1-SIC EXIST 2"C, 2-0LC 6-¢ 8 SAN MIGUEL DRIVE \ I 1 1 ' 10· 10 · 12 · 8' 1 1 ' ,,.... N r') __,, r--s I N ~1 <D .,. ~ __,, ,q-. -<r 1 3-'¢4( 13) ,q- 12 LOOPS DETAIL "A" (¢6+¢7 ) 7 \, EXIST l "C , 3 #14 AB LOOP EXIST 3"C, 1-SIC, 1-FOC MOUNTED@ 17' , ' AB LOOP EXIST 2"C, 1-6 ;__JMFO CABLE \ \ w \ ' 4' ' ' , ' \ z:: 31' I ~ \ ::(_ I ----- ¢8 R73-6(CA) RS , , , , ' , ' , ' ' ' ' ' ' ' ' ' , ' , , 8 ' I R I ' R9-3a(2 E R9-3b(2 E I ~ \~ LOOPS ~ \ , -~ .. ' : ,'' ,\ IMPORTANT NOTICE SECTION 4216-4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTI FICA TION N U MBE R B E ISSUED B E FORE A 'PERMIT TO EXCA VA TE' WILL BE V ALID FOR YOUR DIG ALERT ID NUMBER CALL U N DERGROUND SERVICE A LERT T OLL F R EE 1-8 00-422-4 133 TWO WORKING D A YS B EFORE YOU DIG. (l') 1 PHASE ------ DIAGRAM i I t \ *04 * (l')3 2"C, REINSTALL 1-48 SMFO CABLE _) 0 A f r I L REI NSTALL 1-48 SMFO CABLE BC (No .6) DETAIL "A" (¢6+¢7) -'---•'- 5-¢6(21) EXIST 2"C. INSTALL 3-DLC EXIST 2"C, 1-48 SMFO CABLE (PRDTECT IN PLACE ) R w . ., . N - (l') 5 (l')6 * PROGRAM THE CONFLICT MONITOR FOR SPLIT PHASE OPERA Tl ON SHOWN . LOOPS~ -r-- - - \ ,' * (l')7 * (t)B EXIST 2"C, 1-48 SMFO CABLE TO CONTROLLER CAB INET AT SAN JOAQUIN HILLS RD (APPROX. 4 ,490' ~L :_CL7 I J ' " " V , --I I I )--7 / L_J J -05( 19 ) I ,-BOULEVARD . N -1)--7 - / L_J 2-06(1a) -a. I ...- EX IST R73-5(CA) Ii PUSH TTON D HEAD KE PUSH TTON SC LOOPS 2-¢1 (2) -I . N ,-410' TO r-7 - ~L j 1-06(17) ~ . ..,. ---- --- -- NO'TES THIS SHEET: 1. FOR GENERAL NOTES, CONSTRUCTION NOTES , SIGNS AND DETA[LS, SEE SHEET TS-2. z <C ct: f- "' 0 ~ ...__ <O 0 ...__ \{) 0 \ EXIST 2"C, 2 #10(LTG), \ 20 0 20 ._I -~---1 __ _ SCALE: 1 "=20' sp(SCE HANDHOLE) EXIST 2"C, 3 #8(SCE) SAN MIGUEL DRIVE EXIST 2"C, 2-DLC R w UNDERGROUND STRUCTURES AU UNOCRGROUNO Ull.lllES 00 SlRUClURES l!O'ORTEO SY THE O'M'IER <:ft OlHERS ANO THOSE SHO'MII OM THE RECORDS EXAMINED ARE INDICATED 'Mlli 1HFJR APPftOXJMATE LOCATION ANO EXTENT, THE O'o'INER BY ACCEPTING THESE PLANS OR PROCErolNG 'MTH IMPRO'-£MENTS PIJRSIJANT lliERETO AGREES TO ASSUME LIABILITY ANO TO HOLD UNDERSIGNED HARMLESS fOR ANY OMi!AG[S RESIJLTING FROM lHE ElOSTENCE OF UNDERGROUND UTILITIES ~ STRUClURES NOT REPaHID TO THE UNOERSICNED: NOT INDICATED OM 1H£ P\J8UC RECORDS EXA.MINEO; THE COITRACTOR IS REQUIRED TO TAKE DUE PRECAU~ARY MEASVR£S TO PRO'll:CT 1HE UTILITIES al: STRUClURES SHOV!tl ANO ANY OTHER UTILITIES OR SlRUCT\JRES FOUND AT THE SIT£. IT SHALL BE THE CONlRACTOR'S RESPONSIBILITY TO NOTIFY 11-lE O'M,IERS Of lliE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK ~ 0 0 I (/) f-l r--.,. 0 r--/ w 0 GASS Construction Compan I®, 1401 Warner Avenue, Suite - Tustin, CA 92780 ,; TS-1 0 / "' Q_ w C 0 L f-...----------r---------------------"T-----------,-------------------.----------...--------------------~g PLAN PREPARED BY: R E V I S I Q N S APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS u<C MARK J. E POSIT DATE: 05/06/10 DAI= PLANNON• ■ o<s ,o N •w,:,o~:=:~:.: NO. NITW. DESCRI PTION OATIS MACARJHIJRl~':'-:CTIONMIGUELDRIVE I I ~ IIMNE, CALIFORNA 92618-2027 SENIOR CIVIL ENGINEER ,c--- CD NS UL Tl NG 949.4'2350S FAA 949.472.8122 • ----RCE No. 65241 TRAFFIC SIGNAL MODIFICATION Pl.AN ° DATE 5 ~ 10 ~ ~==:==~===========================~===:===-i-1-D""Es"',c=NE""'D '--'c'""r c:;..,..,.DR-AW-N -c-r -+-C-ITY_O_F _N_EW_P_O_R_T_B_EA_C_H~-R---5 -9 _9 _6 --S~~ 1---~-+---~---1 ,-~~~~~=--a. 1--t--t-----------------+--+---ICHECKED MJE DA1E05 06 1 PUBLIC WORKS DEPARTMENT SHEET 10 Of 33 -; DETECTOR SCHEDULE ·coNDUCTOR SCHEDULE AWG CIRCUIT /1\ A\ A Iii\ A\ 16\ IA /R\ Al\ A At- SENSOR UNIT CHANNEL INPUT PHASE DETECTOR OLA 2 2 2 2 2 2 2 2 1 3 2 1-¢2 ¢1 3 3 3 3 3 #1 2 4 2 2-1&2 3 3 3 6 6 ¢2 1 1 1 1-¢1 ¢3 3 6 3 3 3 3 3 #2 2 2 1 2-¢1 ¢4 3 3 3 3 3 3 1 7 2 5-¢2 ¢5 3 3 3 3 3 3 3 3 6 6 #3 2 8 2 6-¢2 ¢6 3 3 3 3 3 3 3 3 ¢7 3 3 3 3 1 5 2 3-¢2 #4 ¢8 3 3 3 3 3 3 6 6 2 6 2 4-¢2 ¢2P 2 2 4 4 1 11 4 1-¢4 ¢4P 2 2 2 2 2 2 #5 2 12 4 2-¢4 ¢6P 2 2 2 2 2 2 2 1 9 3 1-¢3 #14 ¢2 PPB 1 1 1 1 #6 2 10 3 2-¢3 ¢4 PPB 1 1 1 1 1 1 15 5 2-¢5 ¢6 PPB 1 2 1 1 1 1 1 #7 2 16 ®4 4-¢4 ¢4 BPB 1 1 1 1 1 1 PPB COMMON 1 1 1 1 1 1 1 1 2 2 1 13 4 3-¢4 SPARES 3 3 3 3 3 3 3 3 6 6 #8 2 14 5 1-¢5 TOTAL 14 21 26 31 31 36 17 19 55 55 1 19 6 3-¢6 #12 IISNS 2 2 2 2 2 2 #9 2 20 6 4-¢6 LUMINAIRE 2 2 2 2 2 2 2 2 2 1 17 6 1-¢6 #10 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 1 1 #10 2 18 6 2-¢6 TOTAL 3 3 3 3 3 3 1 3 3 3 1 1 23 7 3-¢7 \111 2 2 2 2 #11 02 6 6 6 2 24 7 4-¢7 DET. 03 2 2 2 2 1 21 6 5-¢6 LOOP 4 4 4 4 4 4 #12 04 2 22 6 6-¢6 CABLE 05 2 2 2 2 1 27 8 3-¢8 i.16 6 6 6 6 6 6 6 #13 ®8 2 #16 2 28 4-¢8 Iii 7 4 4 4 4 4 4 1 25 8 1-¢8 ¢8 4 4 4 4 #14 2 26 8 2-¢8 6 6 8 14 16 22 2 6 8 30 30 TOTAL 1 31 7 1-¢7 EVP CABLE 1 1 1 1 4 4 #15. 2 32 7 2-¢7 CCTV CAT 6 CABLE 1 1 1 1 1 -29 --48 SMFO CABLE 1 #16 12 PR #22 INTERCONNECT CABLE •1 ., •1 -30 --•3H 3" 3" 3" 3" 3" 3" 3" 3" 2-3' 2-3' CONDUIT SIZE ■ ALL SENSOR UNITS EXISTING UNLESS NOTED: 14 21 26 28 39 2 12 16 28 27 (•)=NEW PERCENT FILL 11 (®)=REASSIGNED • REUSE EXISTING CONDUIT UNLESS NOTED: (•) = NEW INSTALL NEW CONDUCTORS THROUGHOUT UNLESS NOTED: (A) = REUSE EXISTING IMPORTANT NOTICE SECTION 4216-4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IOENTJFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT ID NUMBER CALL UNDERGROUND SER~CE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. " .. tj..ci \ , cJ:,'/',,<;;. ~ESSt~ '#: ~ ~ l· E~ ~ "''I ~ -;_; C69921 0 ~ 20 0 20 40 60 "' "' I ~ ~ ~ o::: Exp. 09-3(M0 ;o • • v>,,_ ... 1"=20' ,1.ll • c1v1• '#,' SCALE: (' OF C~\. l~I) •DETAIL ,, A" -POLE SCHEDULE . POLE DATA SIGNAL ARM H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON #pQLE LOCATION TYPE A IISNS 0 ' No TYPE HEIGHT (DOUBLE FACE) RED MA F DIST MA WATTS \/EH MA PED PHASE POLE QUAD A B I 1 J 29-5-80 30' 65' 20'/15' 15' SV-1-T 3-MAS !• SP-1-T ... 4 N EXIST EXIST San Miguel 200 0 12) 15 10' --15' 200 SV-2-T -I"' SP-1 -T 6o/4(6'1 E/N EXIST EXIST - YELLOW ;. ¢6 A 3 -Sl-5-100 30' •es· 25' •15• ®200 ®sv-1-T ®2-MAS -... 6 E 10' 3' ® MacArthur 4 ®15 10' - - ®15' ®200 ® !• SP-1-T 12· 6' -SV-2-T --- 0 5 29-5-80 30' 65' 20'/15' 15' 200 SV-1-T 3-MASI• SP-1-T --EXIST EXIST San Miguel GREEN 6 15 10' --15' 200 SV-2-T ... 2 w EXIST EXIST - ~ -- 7 26-4-70 30' 40' 15' 15' 200 SV 1 ·T 2-MAS • SP-1-T ... 2 w EXIST EXIST MacArthur @ SV 1 T ' I 8 l PPB POST 4'-7" 'I' N YELLOW -------4 EXIST EXIST - 19) 15 10' --15' 200 SV-2-T -"'SP-1-T --EXIST EXIST - @ ;. ¢7 IHd PPB POST 4'-7" N -------... 4 EXIST EXIST - GREEN • ALL EQUIPMENT EXISTING UNLESS NOTED: (•) = NEW, (®) = RELOCATED $ INSTALL NEW COUNTDOWN PEDESTRIAN INDICATION. ~ A POTHOLE MAST ARM POLE LOCATIONS PRIOR TO RELOCATING / ORDERING POLES. * INSTALL NEW PEDESTRIAN PUSH BUTTON. (b) BICYCLE PUSH BUTTON ** SEE CAL TRANS STD. ES-4C Ill EXISTING CONSTRUCTION NOTE8 (THIS SHEE I): GENERAL NOTES (THIS SHEE I): @-EXISTING ECONOLITE ASC/3-2100 CONTROLLER IN A TYPE "O " CABINET. REMOVE 1 . ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE AND SALVAGE EXISTING DISCRIMINATOR CARDS. FURNISH AND INSTALL NEW THE REQUIREMENTS OF: THE CITY OF NEWPORT BEACH STANDARD DRAWING AND DISCRIMINATOR CARDS. MODIFY, AS REQUIRED FOR NEW DETECTION SHOWN. SPECIAL PROVISIONS, 2004 EDITION; THE STATE OF CALIFORNIA, DEPARTMENT [I}--EXISTING 120V/240V TYPE III-BF SERVICE. PROTECT IN PLACE. OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, DATED MAY 2006; CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (DATED [I}-RELOCATE EX I ST ING POLE At-0 EQUIPMENT COMPLETE TO NEW LOCATION SHOWN UNLESS SEPTEMBER 2006); AND THE SPECIAL PROVISIONS. NOTED OTHERWISE. REMOVE FOUNDATION. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT ~ REPLACE EX I ST ING PULL BOX WITH NEW Na. 6 PULL BOX. OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL KNOWN SUBSTIRUCTURES PRIOR TO DOING WORK THAT @}-REMOVE EXISTING PULL BOX. JOIN NEW AND EXISTING CONDUIT. MAY DAMAGE OR INTERFERE WITH SUCH FACILITIES ("U\OERGROUND SERVICE ALERT" AT (800) 422-4133). 0--REMOVE AND SALVAGE EXISTING POLE AND MAST ARMS. RELOCATE ALL OTHER 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED EQUIPMENT TO NEW POLE Ufll.ESS NOTED OTHERWISE . REMOVE FOUNDATION. AGENCIES AND UTILITY COMPANIES A MINIMU.A OF 48 HOURS PRIOR TO START OF CONSTRUCT! ON. THE CONTIRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION WITH t)-RELOCATE EXISTING CCTV CAMERA TO POLE LOCATION(D. ALL AFFECTED AGENCIES AND UTILITY COMPANIES. ~ REPLACE EXISTING R73-6(CA) SIGN WITH NEW R73-6(CA) SPECIAL SIGN . 4 . THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL NEW PULL BOXES, CONDUITS, ~PULL BACK AND REUSE EXISTING 1-48 SMFO CABLE. DETECTOR LOOPS, POLES, TIRAFFIC SIGNAL EQUIPMENT AND APPLRTENANCES. 5. ALL NEW PULL BOXES SHALL BE NO. 6, UNLESS NOTED OTHERWISE. ~ ALL MOUNTING HOLES IN POLES EXPOSED BY THE REMOVAL OF EXISTING EQUIPMENT 6. NEW PRESENCE DETECTOR LOOPS SHALL BE 6' WIDE (TYPE "D"). NEW DETECTOR LOOPS SHALL BE FILLED TO THE CITY'S SATISFACTION . ~FURNISH AND INSTALL SIGN AS NOTED. SHALL BE 6' DIAMETER (TYPE "E") WITH 10' SPACING IN THE DIRECTION OF TRAVEL . DETECTOR LOOPS SHALL BE PLACED BEHIND CROSSWALK OR LIMIT LINE, UNLESS NOTED @}-FURNISH AND INSTALL NEW 3M OPTICOM EMERGENCY VEHICLE PRE-EMPTION OTHERWISE. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS LOOPS. LOOPS SHALL BE SEALED WITH HOT MELT SEALANT. DETECTOR UNIT (#722) ON SIGNAL MAST ARM USING PELCO ASTRO MINI-BRAC. SEE SPECIAL PROVISIONS . 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE ~ FURNISH AND INSTALL NEW 3M OPTICOM EMERGENCY VEHICLE PRE-EMPTION OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. DETECTOR UNIT (#722) ON SIGNAL POLE. 8. NEW PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1' OF ANY CURB ACCESS RAMP OR DRIVEWAY. 0-cuT EXISTING MAINLINE 48 SMFO CABLE. PULL BACK FOR CONOOIT WORK, At-0 9. NEW VEHICLE HEADS SHALL BE 12" LED TYPE. THE HOUSING 00 VISORS SHALL REINSTALL. SPLICE EXISTING MAINLINE 48 SMFO CABLE TO NEW MAINLINE 48 BE METAL. SMFO CABLE IN EXISTING SPLICE CLOSURE. SEE SHEET 15 OF 30 FOR FIBER ASS!GNEMENTS. COIL 50 FEET OF MAINLINE 48 SMFO CABLE FOR SLACK . 10. NEW PEDESTRIAN INDICATORS SHALL BE COUNTDOWN L.E.D. MODULE TYPE. (SEE SPECIAL PROVISIONS) ~INSTALL NEW MAINLINE 48 SMFO CABLE IN EXISTING 2 " CONDUIT. ~ INSTALL NEW MAINLINE 48 SMFO CABLE IN 2" CONDUIT. 0,-1NSTALL NEW 6 SMFO DROP CABLE IN 2" CONDUIT §-corL 15' OF 48 SMFO CABLE FOR SLACK ~ ~ 0--RELOCATE EXISTING SPLICE CLOSURE FROM EXISTING PULL BOX TO NEW SPLICE VAULT. ~ ' ~ §}--FURNISH AND INSTALL NEW FIBER OPTIC SPLICE VAULT. COIL 50 FEET OF ~ MAINLINE 48 SMFO CABLE FOR SLACK. SPLICE NEW MAINLINE 48 SMFO CABLE TO NEW 6 SMFO DROP CABLE IN RELOCATED SPLICE CLOSURE. SPLICING PER FIBER NO LJ TURN --ASSIGNMENT DETAIL, SEE SHEET TS-6 . -- NO LJ TURN R73-5(CA) R73-6(CA) UNDERGROUND STRUCTURES R73-6(CA) (EXISTING) (EXISTING) ALL UNDERGROUND U11LlllE5 00: STRUClURES REPORTED BY lHE m1NER OR OlHERS ANO lHOSE: SHOIN ON THE (SPECIAL) GASS Construction Company Inc. RECOftDS EXAMINED ARE INOICAlED WlH HIR APPROXIMAlE LOCATION AHO EX'JENT, THE OHR BY ACCEPTING 1401 Warner Avenue, Suite B THESE PUNS OR PROC£EOOfG 11TH IMPRO\Oi!ENlS PlRSUANT 1HERETO AGREES TO ASSI.IME UABlJTY AND TO HOI.O UNDERSIGNED HARML£SS FOR MN DAMAGES REStlL TING FROM lHE EX1Sl£NC£ OF UNDERGROUND UllUllES Tustin, CA 92780 OR STRUC'IURES NOT REPORTED ro lltE UNDERSIGNED: NOT INOICAlED ON THE PUeuc RECORDS EXAMINED: TH£ CONlRACTOO IS REQUIRED 10 TAKE DUE PRECAUTIONARY MEASURES 10 PROTECT lHE UTIUTIES ~ SlRUClURES SHOYIN AND NfT' OTHER UllUllES OR STRUCTURES FOLINO AT THE SITE, IT SHALL EIE THE CONTRACTOR'S RESPONSIBILITY 1'0 NOTIFY THE OWNERS OF THE UTILITIES OR STRUC'tURES CONCERNEO BEFORE STARTING llllORK, TS-2 Pl.AN PREPARED BY: APPROVAL RECOMMENDED SAN MIGUEL DRIVES I REET IMPROVEMENTS REVISIONS mF PLANNING ■ DESIGN ■ CONSTRUCTI □ N SAN MIGUEL ---... BLVD NO. INITIAi. DESCRIPTION 11,\TE APPD 7~ Q -~-----_H 14725 ALTON PARKWAY , INTERSECTION ■ • • !RI/NE, CALIFORNIA 9.2618-2027 SENIOR CIVIL ENGINEER TRAFFIC SIGNAL MODIFICATION PLAN C □NSULTINC3 949.472.3505 FAX 949.472.8122 • www.fi8F.com / RCE No. 65241 DATE G ?-/10 ~. ~· ~.a-:~~ DA1E: 05L06L10 DESIGNED DRAWN CITY OF NEWPORT BEACH R-5996-S MARK J. ESPHO GT GT CHECKED DA1E PUBLIC WORKS DEPARTMENT SHEET 11 OF 33 MJE 05/06/11 z <( a:: c- 3' E (J 00 st "' ~ cl N 0 0 I (/) c-l " .,. 0 " -(I) -(J C "' ·-(/) -> -0 -"" [L if> C (J L ,--8 <C u -" ,,,. 0 ~ ~ 0 --(J +-' (J cl C. -± IMPORTANT NOTICE SECTION 4216-4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WI LL BE VALID FOR YOUR DIG ALERT !D NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-B00-422-4133 T WO WORKING DAYS BEFORE YOU D1G. EXIST 1 1/2"C, --------- 2"C, 2-DLC I I I I I -I I INSTALL I I--- / 2.Jo • To X-ll'ALk 1-DLC :,J ~ P-- 20 0 20 L-1 -~--1 SCALE : 1 "=20' - 40 I - pb RC l'.J l'.J f------. I I I J ~ u / I I I >-/ I 12 "' u ...J . < ~ 3" I-* AVOCADO AVENUE '/ /AR I I 10' VAR I Lu I-I ----. 1/) I ~ I PHASE DIAGRAM + ! NOT NOT \ I I USED USED I I + 01 02 03 04 L ---------\_ t + I T(o(; I I I --------+ NOTES THIS SHEET: 1. FOR GENERAL NOTES, CONSTRUCTION NOTES, SIGNS AND DETAILS, SEE SHEET TS-4. EXIST 1 1/2"C, INSTALL 1-DLC ,I (/J 5 (/)6 (/)7 08 0 - :::::-s--;- h! - R w G SANMIGUEL s - ---:::::---=:::: - 2"C, 2-DLC I I I ~ "' .;! "' *I ,------- -----s" -0-----~ --- - R w Alr 1./ 1 /. I/ ,vcov "-'i!. CDl,/i){,// T 1/'z."c. EXIST ·2"C, INSTALL 2-DLC OOPS 3-¢5(5) -- W-Putt Ro P;:: -- 1 1 4 4 cc (4) :f I c:::.r' u L (0 ~ ~ <l'.) -s. I 11T 60 I L __ J ,,...._ ~ N ~ <l'.) -s. I N UNDERGROUND STRUCTURES All UNDERGROOND UllUllES OR STRIJC'lURES REPORTED BY lHE OWNER OR OTHf.RS ANO THOSE SHO~ ON 'lttE RECOROS EXAMIN'i:D AA£. IN~CAlFD \l\1H THEIR Af'PROXIMA1£ LOCATION ANO EXIDIT, THE OYltlER BY ACa:PTING i!iESf.: PLANS OR PROCEEDING 1111TH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY ANO TO HOLD UNDERSIGNED HARMl.£SS FOR ANY DAMAGES RESULTING fROlr,I lHE EXISIDICE OF UNOE:RGROONO UllUllES OR STRUCTURES NOT REPORTID TO THE UNOERSICNEO: NOT INDICATEO Ct1 THE PUBLIC RECORDS EXAMINED: lHE WHRACTOR IS REQUIRED TO TAKE OUE PRECAUll~ARY MEASl.lRES TO PROTECT THE UTILITIES OR STRUCTURES SHO'M-1 AND ANY OTHER U11UT\ES OR STRUCTURES FOUND AT THE SHE. IT SHAf.L BE THE CONTRACTOR'S RESPOOSIBIUTY TO NOTIFY 1ttE OWNERS Of lHE UTillllES OR STRUClURES CONCERNED BEFORf STARTING WORK. AB R = ~ pbRC 8 R73-3(CA) II 3 ____ v- ,2 LOOPS AB•L-L.....J , ' ,-11 ¢5 R73-3(CA) ' ' • ooes-i / f-- < t..'t J ' ' u .¢5 . N /-/ --l. R73-6(CA) 8 ,_ .,. .,. ~ DETAIL "A" (¢6+¢8) 4 2"C, 5=DbG 2 DlC SEE SHEET TS-1 \ - 2"C, 2-DLC AB - -------------- ' -- ~"/1'6;1 I/ I ---SEE SHEET TS-1 2 yj_' CONIJU1T _ 'iB . SMl'O µJ;.0 I') )il.'.J ~ I') -s. I ~ I ~· 17' 1-1 1 I l'.J AVOCADO AVENUE ---l 4 SC LOOPS '---.. '---.. cc -...... -...... sp(SCE HANDHOLE ) EXIST 2"C, 3 #6(SCE ) SEE SHEET TS-1 ,------ 1 I I I ( 4) -...... -...... -...... I DETAIL "A" -...... l1 ---J< -...... -...... " ( ¢6+¢8) -...... I 1 ' EXIST ~ INSTALL 2-DLC J}z" C yw SEE SHEET TS-5 t:..118le ( NJ!tll) I I " ,, I 2.7z C. 6 5/t/l'O OR.op 0 TIC. s;. P,1ce V 1/1/L T ex I / , I /2 C0A!Otl/T 12 I I I I I I I __________ J z <( Q'. >--"' E 0 "' "" -----"' 0 -----"' 0 0 C GASS Construction Company Inc. "' 1401 Warner Avenue, Suite B Tustin, CA 92780 (/] .,.. > 0 ....- TS-3 "' 0.. ~ C 0 ~ >--..--------------------------------"T------------------------------,----------....----------------------4g PLAN PREPARED BY: R E V I S I O N S APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS s DRS= PCANN,NG • 0£S,GN ·,.,:,□A~:~:A:~:A: NO ... RIAL DESCRIPTION DAlE ...,.,, SANMIGU,~OCADOAVE i I ~ IAVINE, CAL.FORMA 92618-2027 SENIOR CIVIL ENGINEER .- CONSULTING 949.472.3505 MARK J. ESSITO FAX 949.472•22 • www.R<lF.oom RCE No. 65241 TRAFFIC SIGNAL MODIFICATlON PLAN S' l---+---+-------------------+--+--~DcoAccTEo=0~/'---?-I.J..,.ID~=---f----------------,--------1 3 l---+----+---------------1---+-----IDESIGNED GT DRAWN GT CITY OF NEWPORT BEACH R-5996-S .g 1---~-+---~--1 f-=----=--==,c__:::c._:,~ 0. 1----t---+-------------------+--+-----I CHECKED MJE DATE05 06 1 PUBLIC WORKS DEPARTMENT SHEET 12 OF 33 -; DATE: 05/06/ 10 -, DETECTOR SCHEDULE ·coNDUCTOR SCHEDULE SENSOR UNIT CHANNEL [NPUT PHASE DETECTOR AWG CIR CUI T /1\ 12\ /.7!\ /4'\ IS'\ 16'\ /7\ IB\ 1 3 3 1-¢3 OLA 2 2 2 4 #1 2 4 5 4-¢5 ¢3 3 3 3 3 3 6 1 1 6 3-¢6 ¢4 3 3 #2 ¢5 3 3 2 SPARE 2 -¢6 3 3 6 6 1-¢7 1 7 7 ¢7 3 3 6 #3 2 8 8 3-¢8 3 3 3 6 ¢8 1 5 5 3-¢5 ¢4P 2 2 2 2 #4 2 6 6 5-¢6 ¢5P 2 2 2 1 11 -SPARE #14 ¢6P 2 2 2 4 #5 2 12 4 1-¢4 ¢BP 2 2 2 4 ¢4 PPB 1 1 2 2 1 9 6 4-¢6 #6 ¢5 PPB 1 1 2 2 10 5 5-¢5 ¢6 PPB • 1 1 1 1 1 2 1 15 7 2-¢7 ¢8 PPB 1 1 #7 2 16 8 1-¢8 ¢4 BPS 1 1 1 1 1 13 -SPARE ¢5 BPS 1 1 1 #8 2 14 6 6-¢6 ¢6 BPS 1 1 1 19 SPARE ¢8 BPS 1 1 - #9 2 PPB COMMON 1 1 1 1 1 1 1 2 20 -SPARE SPARES 3 3 3 3 3 3 3 6 1 17 -SPARE #10 TOTAL 11 17 11 31 15 22 16 65 2 18 5 6-¢5 #12 IISNS 2 2 2 2 4 1 23 -SPARE LUMINAIRE 2 2 2 2 2 2 4 #11 2 24 8 2-¢8 #1 0 SIGNAL COMMON 1 1 1 1 1 1 1 2 1 21 -SPARE TOTAL 3 3 3 3 3 3 1 6 #12 2 22 6 1-¢6 1 27 -SPARE DET. #13 03 1 1 2 28 -SPARE LOOP ¢4 2 2 2 2 1 25 5 2-¢5 #14 CABLE ¢5 6 6 6 2 26 5 1-¢5 06 6 6 1 31 -SPARE 2 #16 #15 ¢7 2 2 2 2 2 32 -SPARE ¢8 3 3 1 29 -SPARE TOTAL 4 4 6 10 6 4 20 #16 2 30 6 2-¢6 EVP CABLE 2 4 1 -5 -6 SMFO CABLE 1 EVP 2 6 48 SMFO CABLE 1 -- 1 -4!c7 -CONDUIT SIZE •3" 2" 2" 2.5' ~: 2" 2" 2-3" EVP 2 -3!c8 -PERCEN T FILL 8 24 23 35 14 31 35 25 • REUSE EXISTING CONDUIT UNLESS NOTED : (•) = NEW INSTALL NEW CONDUCTORS THROUGHOUT. I C.OMDIIIT" s 12 £.'1 •.:31I r3" "3 " • r 2-'I ' . . . ' ·o '; '; > '¾. <d, . 20 0 2)\ 40 60 ' I ~ I I I SCALE: 1 "=20' ■DETAIL "A" -POLE SCHEDULE POLE DATA SIGN AL ARM H.P.S.V. LUM SIGNAL MOUNTING >!ot:poLE LOCATION PED PUSH BUTTON TYPE A IISNS 0 ' RED No TYPE HEIGHT MA F DIST MA WATTS VEH MA PED PHASE POLE QUAD A B (DOU BLE F ACE) ®19-2-70 ®30· ®15• ®250 ®sv-1-T ®2-MAS 1 30' 12' • "' 5 N EXIST EXIST Son Miguel SP 1 cs ~ 0 2 • 15TS 3D' • 15' 0 25D • •s p 4"15/b~ E/N 13' 3' --SV-1-T -1 cs - YELLOW '> ¢8 ... 13 • 30' 0 40' 20· •15' •sp "" 4 1 o· 3' Avocado 26-4-100 250 SV-1-T 2-MAS cs E 'J 1 ~ 14 • 1 a+S ··A 30' • •sp 5°'141~ S/E 10' 3' E ----SV-1-T -1 cs - 0 ... 15 24-4-70 30' 35' 15' 15' 250 SV-1-T 2-MAS •sp 1 cs "' 6 s 17' 3' San Miguel GREEN ® 15 30' 15' • 8--i:;srtJ --175 SV-1-T -SP -1-CS W/S 17' 3' --NO LJ TURN NO LJ TURN ... l7J • 3D' •55' 20' "15' •s p "' 8 g' 3' E) 61-5-100 250 SV-1-T 3-MAS 1 cs w Avocado ' YELLOW (8) 1A 10· ----TV-2-T -l"'"o ., ~~ ,;'17816' N/W 10· 3' - R73-3(CA) R73-6(CA ) -ALL EQUIPMENT RELOCATED UNLESS NOTED : (•) = NEW, (0) = EXI STING • IN STALL NEW COUNTDOWN PEDESTRIAN INDI CATION. '> ¢6 E) "' POTHOLE MAST ARM POLE LOCATIONS PRIOR TO RELOCATING AND /OR OR DERING POLES. * INSTALL NEW PEDESTRIAN PU SH BU TTON . GREEN (b) BICYCLE PUSH BUTTON ** SEE CAL TRANS STD. ES-4C - ■ EX[STING - CONSTRUCTION NOTES (THIS 81,EE I): GENERAL NOTES (THIS SHEET): @--REMOVE AND SALVAGE EX[ST[NG TYPE P CABINET, EXISTING BBS ASSEMBLY WI TH 1 . ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE EXTERNAL CAB[NET, EX[ST[NG TYPE I[ SERVICE ENCLOSURE, AND EVP THE REQUIREMENTS OF: THE CITY OF NEWPORT BEACH STANDARD DRAWING AND D[SCRIMINATORS . RELOCATE THE ECONOLITE ASC /3-2100 CONTROLLER, FDU, AND SPECIAL PROVI SIONS, 2004 ED[TION; THE STATE OF CALIFORN[A , DEPARTMENT ETHERNET SWITCH TO NEW TYPE P CABINET . INSTALL NEW ECONOL[TE TYPE P38 OF TRANSPORTAT[ON (CALTRANS) STANDARD PLANS AND SPEC[F [CATIONS , DATED CABINET WITH RELOCATED EQUIPMENT IN PLACE . MODIFY , AS REQUIRED FOR NEW MA Y 2006 ; CALIFORN IA MANUAL ON UNIFORM TRAFFI C CONTROL DEVICES (DATED DETECT[ON SHOWN. FURN[SH AND [NSTALL NEW BBS ASSEMBLY WITH EXTERNAL SEPTEMBER 2006 ) ; AND THE SPECIAL PROV[SIONS. CAB[NET , TYPE I[ SERV[CE ENCLOSURE , AND EVP DISCR[M[NATORS TO NEW TYPE P CAB[NET . FURN[SH AND [NSTALL NEW BBS BATTER[ES PER MANUFACTURER 2. UTIL!T!ES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVA[LABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERT A[N SPECIF!CAT[ONS AND SALVAGE EX!STING BATTER!ES. THE EXACT LOCAT!ON OF ALL KNOWN SUBSTRUCTURES PR!OR TO DOING WORK THAT @--SEE SHEET TS-1 AND TS-2 FOR CONSTRUCT! ON NOTES . MAY DAMAGE OR !NTERFERE WITH SUCH FAC!UT!ES ( "UNDERGROUND SERV[CE ALERT" @--RELOCATE EXIST!NG POLE AND EQU!PMENT COMPLETE TO NEW LOCAT!ON SHOWN UNLESS AT (800 ) 422-41 33). NOTED OTHERW ISE. REMOVE FOUNDAT!ON . 3. THE CONTRACTOR SHALL OBTA!N ALL NECESSARY PERM[TS AND NOTIFY ALL AFFECTED ~REPLACE EX[ST[NG PULL BOX W[TH NEW No.6 PULL BOX UNLESS NOTED AGENC[ES AND UTIUTY COMPAN[ES A M[N[MUM OF 48 HOURS PR[OR TO START OF CONSTRUCT! ON . THE CONTRACTOR SHALL COORD[NATE ALL PHASES OF CONSTRUCT[ON W[TH OTHERW[SE. ADJUST CONDU[TS AS REQU[RED FOR NEW CURB RAMP. ALL AFFECTED AGENC[ES AND UTILI TY COMPAN[ES. [8-----REMOVE EX[STING PULL BOX. JO [N NEW AND EX[ST[NG CONDU!T. 4. THE ENG!NEER SHALL APPROVE THE EXACT LOCAT!ON OF ALL NEW PULL BOXES, CONDU!TS, DETECTOR LOOPS, POLES, TRAFF!C S!GNAL EQU!PMENT AND APPURTENANCES. 0---REMOVE AND SALVAGE EX!STING POLE AND MAST ARMS. RELOCATE ALL OTHER EQU[PMENT TO NEW POLE UNLESS NOTED OTHERW!SE . REMOVE FOUNDAT!ON . 5. ALL NEW PULL BOXES SHALL BE NO. 6, UNLESS NOTED OTHERW!SE. @--REMOVE AND SALVAGE EX!STING POLE . RELOCATE ALL OTHER EQU[PMENT TO NEW 6. NEW PRESENCE DETECTOR LOOPS SHALL BE 6 ' W!DE (TYPE "D"). NEW DETECTOR LOOPS SHALL BE 6' D!AMETER (TYPE "E") WITH 10' SPACING !N THE D[RECTION OF POLE UNLESS NOTED OTHERWISE . REMOVE FOUNDAT!ON . TRAVEL. DETECTOR LOOPS SHALL BE PLACED BEH!ND CROSSWALK OR L!M!T L!NE , 0---FURN!SH AND INSTALL MAST ARM MOUNTED SIGN AS NOTED . UNLESS NOTED OTHERW!SE. NECESSARY STR[P!NG SHALL BE LOCATED PRIOR TO POSIT!ONING DETECTORS LOOPS . LOOPS SHALL BE SEALED WITH HOT MELT SEALANT . §--FURN!SH AND INSTALL NEW 3M OPT!COM EMERGENCY VEH!CLE PRE-EMPTION 7. THE CONTRACTOR SHALL NOT!FY THE ENG!NEER AT LEAST 48 HOURS [N ADVANCE DETECTOR UN!T (#722) ON S!GNAL MAST ARM USING PELCO ASTRO M[NI-BRAC. OF ELECTRICAL WORK AND PR!OR TO REQUIRED INSPECT[ONS . SEE SPEC!AL PROV[S[ONS . §--FURNISH AND INSTALL NEW 3M OPT!COM EMERGENCY VEH!CLE PRE-EMPTION 8 . NEW PULL BOXES SHALL NOT BE LOCATED [NOR WITHIN 1' OF ANY CURB ACCESS RAMP OR DR!VEWAY . DETECTOR UNIT (#722 ) ON SIGNAL POLE . 9 . NEW VEH!CLE HEADS SHALL BE 12" LED TYPE . THE HOUSING AND V!SORS SHALL [iJ}-EX!ST!NG STREET L!GHT TO BE REMOVED BY CONTRACTOR SALVAGE TO C!TY YARD . BE METAL . PLAST!C BACKPLATES ARE PERM !TTED. lscl, RESPLrcE coNDUCToRs , AND REPLACE FUSE KrTs . 10 . ALL NEW EQU!PMENT AND HARDWARE (EXCEPT BACKPLATES) SHALL BE FURN!SHED W!TH @}-!NSTALL NEW MAINL!NE 48 SMFO CABLE [N EX!STING 1 1/2" CONDUIT. , WH!TE POWDER COAT[NG F!N!SH OVER GALVAN!ZED STEEL . SEE SPEC!AL PROVISIONS. 1 1 . NEW PEDESTR!AN INDICA TORS SHALL BE COUNTDOWN L.E.D . MODULE TYPE. (SEE SPEC[AL PROVIS!ONS ) IMPORTANT NOTICE UNDERGROUND STRUCTURES SECTION 4216-4217 OF THE GOVERNMENT All UNOfRGROOND UTILITIES CR STRUCT\JRES REPORTED BY lHE O\WoER OR OTHERS AND lliOSE: SHO'M-1 ON lJ-IE CODE REQUIRES A DIG ALERT IOENTIFICAllON RECORDS EXAMINED ARE INDICAlED '111TH nmR APPRO)Qr.lAlE LOCATION AND EXTENT, THE OMIER BY ACCEPTING GASS Construction Company Inc. NUM BER BE ISSUED BEFORE A 11-lESE PLANS OR PROCEEDING llll TH IMPROVEMENTS PURSUANT '!HERETO AGREES 'TO ASSUME LIABILITY AND TO "PERM IT TO EXCA VATE' WILL B E VALID HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM 1HE OOSIDICE OF" UNDERGROONO UTILITIES 1401 Warner Avenue, Suite B ~Oi of~~R~t~~ERJ~g~~}~0E:L~~Li OR STRUCTURES NOT REPORTED TO lHE UNDERSIGNED: NOT INOICA1W ON lHE PU8llC RECORDS OOWINEO: THE CONlRACTm IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE'S TO PROTECT THE UTILITIES CR STRIJCTIJRES Tustin, CA 92780 TOLL FREE 1-BOO-422-41 3 3 SHO'M'-1 AND ANY OlHER UTILITIES OR STRUCTURES FOUND AT Tli( SITE. ll SHALL BE lHE CONTRACTOR'S TWO WORKING OA YS BEFORE YOU DIG. RESPOOSlBIUTY TO NOTIFY THE ◊¥1NERS OF lHE UTIUTIES OR SlRUClURES CONCERNED BEF~ STARTING WORK TS-4 PLAN PREPARED BY: REVISIONS APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS ~~ofESS1% ~ PLANNING ■ O E 91GN ■ C C NSTRUCTJCN /c) "< ~ SAN MIGUa DRIVE/AVOCADO AVE (f l · Es~0 «::{; NO. INll1AL DESCRIPTION DATE APP<) ,._ 'I ~ <o ; -14725 ALTON PARKWAY INTERSECTION D C 69921 "c3 ~ w m lflVINE, CALFORNIA 92618-2027 SENIOR CIVll ENGINEER er:: Exp. 09-30-10 :::t1 CONSULTING 949.4723505 FAX 949.472.8122 • www.ASF.com R,C/4E No. 65241 TRAFRC SIGNAL MODIRCATlON PLAN • • DA TE ,5 /7-,o .,,_.. CJVI ~+..;! ..-;'/?.~ ~Q ,d; .,, ... ,. DATE, 05/06/ 10 DESIGNED DRAWN CITY OF NEWPORT BEACH R-5996-S Or CA\..\~O GT GT MARK J. ESOSITO CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 13 OF 33 MJE 05/06/1 1 E 0 0 en 0 ...... 8 ...... ~ 0, • u ., 0 0 I (/) >-I " ., 0 " .,,.. m 0 C 0, (/) .,,.. > 0 .,,.. "' 0. m C 0 L >-~ 0 0: u .,,.. " ., 0 " 0 ~ 0 .,,.. 0 ~ 0 u a. .,,.. ± fil >---------------------------- I ,... ·coNDUCTOR SCHEDULE >-~A_:__:W_:__:G::__--1-_-=C~IR.:..:C:..:U:.:..I T:__---1-1= li\1~/2.l=2\~/}.gµ/=44\=W=/5£+!\/4\~5d-lb/7\~/8\!:la8~Al\~g ,... ,... ,... >- ,... ,... ,... ,... ,... ,... >- ,... ,.. ,... #14 ¢1 3 3 3 3 ¢2 3 3 3 3 3 3 3 3 6 04 3 3 3 3 3 3 6 ¢5 3 3 3 3 3 3 3 3 6 ¢6 3 3 3 3 3 3 3 ~ 4>3 3 3 3 3 3 3 6 ¢2P 2 2 2 2 2 2 2 04P 2 2 2 2 2 06P 2 2 2 4 ~4>3P 2 2 2 2 2 2 4 11!2 PPB 1 1 04 PPB 1 1 06 PPB 1 aB l"l"B 4>3 PPB 1 1 2 PPB COMMON 1 1 1 1 1 2 SPARES 3 3 3 3 3 3 3 3 6 TOTAL 16 25 27 31 31 33 13 22 55 >-#12 II SNS 2 2 2 2 2 2 2 4 l---"---+---------+--+--+---+-+---.--+---1---+---t >-LUMINAIRE 2 2 2 2 2 2 2 4 >-#10 SIGNAL COMMON 111111112 ,... TOTAL 3 3 3 3 3 3 1 3 6 ,... VIDEO l-~::;:----""'----=:::::::::--t----t----t--t---t--:-i~!=-1 -t=J-----t--r:;-i >-DE T. f-02 ____ ---------..::::or~±--+--+=1°""'3-~i-,rf-----+--t---l-3--t >-04 ~ -3 LOOP >-05 ~ ~ --r--1-1 1 ',... CAB LE f-~-0--c=--='----+-1--+--+-+--+--=t-3aa:_:+r---...-_-+-1-1 >-z #1 6 1 1 2 2 2 3 -1 4 >-. . . . . . -. ·-,... 1------'---------+--+--+---+-+---.--+--+---+---t EVP CABLE 1 1 1 1 1 2 1 3 ,... i--------------+---+--+---+--+----+--+--+---+---1 6 SMFO CABLE 1 1 1 y l--------------+--+--+--+--+----+--+--+--+---t r=--------------------,i ~ 'DETECTOR SCHEDUL E ~ ---------.--------..... ----;---1 ~ t-S_E~_st"o_R_UN_I_T-t-C_H_A_NN_E_L--t-_P_H_AS_E_t-D_E_TE_C-,_Tfa'~'R-; ~ \. 1 2 1-~ --< ~ 1---2--+--2--+--zf--+-0-2---,--< l--------+-----1------+--+----f \ 1 2 /3-¢2 ,. #2 1----2---l--4--+-;-+-,-_-¢-4--f ,. \ 1 4 1 2 -04 ,. ~ \ 2 5 / l--------+-'r-----1----+---+------f ~ \ 1 6 / 1-¢5 ~ I 2 \ ; 1 1-01 ... 1--------+----->.-~----+------f 1 \ 4 3-¢4 --< 2 / \ -SPARE ,. 1/ \ - #7 ... ... I 2 -\ ju,, 1 \ 2 \ / #12 \ 2 \ 2+5 EVP ¢2 1/13 2 1+6 EVP ¢6 4 EVP ¢4 #14 --< >-1--------------+--+---l---+-+---.--+---l---+---t >-t-------------+-=--+=-+::--+-+---t--+--t---+----1 CONDU IT SIZE •3" •3" •3" 2.5' 3" 3" 2" 3" 2-3' ,... 1---'-------------+--l---1---+---1---1--l---1---+~ ,... PERCENT FILL 8 10 11 24 19 20 32 16 19 ■ EXISTING (N) = NEW ,... • REUSE EXISTING CONDUIT UNLESS NOTED: {•) = -C.Olll:lltl"t" ,JOT /14$T.A-//i:.1> 2 8 EVP ¢8 --< --< --< --< --< v INSTALL NEW CONDUCTORS THROUGHOUT UNLESS NOTED: {&) = REUSE EXISTING ' ' \ \ \ ' ' ' ' \ \ \ ' ' \ \ \ ' ' ' \ \ ' ' ' \ \ \ ,,,,,,,,,,,,,,~ - 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 EDITION; THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIF ICAT IONS, DATED MAY 2006; CALIFORN IA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (DATED SEPTEMBER 2006); 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 3 . 4. MAY DAMAGE OR INTERFERE WITH 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. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCT[ON WITH ALL AFFECTED AGENCIES AND UTILITY COMPANIES . THE ENGINEER SHALL APPROVE THE EXACT LOCAT[ON OF ALL NEW PULL BOXES, CONDUITS, DETECTOR LOOPS, POLES, TRAFFIC SIGNAL EQUIPMENT AND APPURTENANCES. 5. ALL NEW PULL BOXES SHALL BE NO. 6, UNLESS NOTED OTHERWISE. 6. 7 . NEW PRESENCE DETECTOR LOOPS SHALL BE 6' WIDE (TYPE "D"). NEW DETEC TOR LOOPS SHALL BE 6' DIAMETER (T YPE "E") WITH 10' SPACING IN THE DIRECTION OF TRAVEL. DETECTOR LOOPS SHALL BE PLACED BEHIND 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 . THE CONTRACTOR SHALL NOTI FY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 8. NEW PULL BOXES SHALL NOT BE LOCATED [NOR WlTHIN 1' OF ANY FUTURE CURB ACCESS RAMP OR DRIVEWAY. 9. NEW VEHICLE HEADS SHALL BE 12" LED TYPE. THE HOUSING AND VISORS SHALL BE METAL. PLASTIC BACKPLATES ARE PERMITTED. 11 t:_ \ , I --\,j- 21" 10 ' I , I I LOOPS~ DETAIL ,, A" RED YELLOW GREEN YELLOW GREEN O ' 0 0 CB ¢1 >-OR 02 >OR ¢6 (;'\, 115 O J '-, DETAIL "B" r RED YELLOW GREEN 10 . ALL NEW EQUIPMENT AND HARDWARE (EXCEPT BACKPLATES) SHALL BE FURNISHED WITH WHITE POWDER COATING FINISH OVER GALVANIZED STEEL. SEE SPECIAL PROVISIONS. W O W 40 60 ..._I ___,~f-----1-~1 I ,.. ,.. fil ~,---------------------------------------------------------. PHASE >-DIAGR·AM ... • POLE SCHEDULE ~1-----------,----------..-------------------~-----------------1 ~ POLE DATA SIGNAL ARM H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON ~OLE LOCA TION TYPE A IISNS ~ No TYPE HEIGHT MA F DIST MA WA TTS VEH MA PED PHASE POLE QUAD A B (DOUBLE FACE) "11-;,::1 CT_, _7 ---:-3-:--_1 o_o_•t--=3~0:-' -t--1 5_·_·t-----t-1_2_·_•t-2'--5--'o'-®+,,_s~v=.,l-=-'-+-';'4-_M_A_S_.-t-"s..__P_-_,1_:.:--'g ''-... +-----,6"'=l----:E __ +--::-:12-=·-::-:+---:::-3-•--=-+---A-vo_c_o_d_o_• __ -l --<l h:.S2;-t-__ 1 A __ -t-_1 o_•-t----t-----+----t-----+T_V_-_1_-_T-=-ihrr-T»"""-+-"'S'-P"'-'-1 :::..,·' 8~ S EXIST EXIST 04 G) 24-4-70 30• 35• 15' 12· 250 sv-1-T• Mf£'.:5A SP -i -~"' a~ s EXIST EXIST ~----....... ,... .. 02 ,... I Y Fa Fall BA Civic Center ,.. ~' ,.lt"""?.'(4);;-1---,A-:l.,,.--,t--10-=.--i--_-i---_--t--_-i---_---t-T-V---2---T~.;-r=_"--"=+~S~P----'-,-_"T,r~cl--2~*L,~a;f----w--t--8:-.--t--3-·--t----t~:JA~=~,=~A=~A=>'~/)~J;\ NOT NOT t )<' • @ 17-3-100111 30' 15·• -12·• 250® SV-1-T • MAS® SP -1-• ~ 2"'• W 8' 3' Avocado® _!_ ~ ,... USED USED )< : (61 1A 10· ----Tv-1-T • -SP 1 1 '->~s-l--4"'=.+---N--+---=-a-=·-+--3-:.-+-::::::::::,=:::,=::,:::::,::::::::::,~--t, I** : +, ;1-;'::aa7s--)+-1_9-_4_-_7_o_j----=3-=,0,--'-+-3=-0=-'-+-15_'-1-..:.1=-2·-+--=2:.:5:.:o:.__i--=-sv_:.:-__:_1-__:_T~M~A,;;,MS=A,:,_i,!c5A~•!.j....cSi!!P::..=.1q~S~ _ _:.:4--.,---l--..:.N:....__+---=E.:..:X....:1S_T-+--=E'-X::.:IS:__:T--j--+-,...-.F_o_,o_ll7o~11-crivi_cc,._n1e-,r') __j --------,.. ~-----+---'----,4 --------jl------~.:...L..I ~ 18) 1A 10· ----TV-2-T. -C:P ·1 ., ~ 6* E EXIST EXIST • • • • • 0 5 r/J 6 ,.. 07 0 S ~ -ALL EQUIPM ENT EXISTING UNLESS NOTED: { •) = NEW. (®) = RELOCATED * PROTECTED PHASE ** PERMISSIVE PHASE 0 PED XING PROHIBITED DURING INTERIM OPERATION ,... & ,.. tz>2 >OR ¢6 ' ' ' ' ' \ ' ' ' >-,.. ,.. >-,.. ,.. ,.. ,.. ,.. ,... ,.. 1.- IT \ ~ COVER PEDESTRIAN INDICATION AND REVERSE THE INSTALLATION OF THE PEDESTRIAN PUSH BUTTON SIGN. (INTERIM OPERATION) & POTHOLE NEW MAST ARM POLE LOCATIONS PR IOR TO ORDERING POLES. PoL£ STIL L E YISTIA/6 ,,,,,,,, * INSTALL NEW COUNTDOWN PEDESTRIAN INDICATION. * INSTALL NEW PEDESTRIAN PUSH BUTTON. ** SEE CAL TRANS STD. ES-4C CIVIC CENTER DRIVE FARALLON DRIVE CONS1RUCTION NOTES (THIS SHEE'I}: OJ-EXISTING ECONOLITE ASC/3-2100 CONTROLLER IN A TYPE "p" CABINET WITH MODIFIED TYPE II SERVICE. MODI FY, AS REQUIRED FOR NEW PHASING AND DETECTION SHOWN. FURNISH AND INSTALL NEW WIRELESS VIDEO DETECTION SYSTEM. FURNISH AND INSTALL NEW BBS ASSEMBLY WITH EXTERNAL CABINET, SEE SPECIAL PROVISIONS. TERMINATE 6 SMFO CABLE AT EXISTING FPP. I I V) \ V) I I I 18 ' \ fil--REMOVE AND SALVAGE EXISTING POLE AND MAST ARM(S). RELOCATE ALL OTHER EQUIPMENT TO NEW POLE UNLESS NOTED OTHERWISE. REMOVE FOUNDATION . 0--FURNISH AND INSTALL NEW WIRELESS VIDEO DETECTION UNIT AND MOUNTING EQUIPMENT ON LUM INA IRE MAST ARM AS SPECIFIED BY THE MANUFACTURER. SEE SPECIAL PROVISIONS . E a ,- 0 ..___ <D 0 ..___ en 0 "' ~ v "' 0 0 I U1 I- I I'-"" 0 I'-,,- "' 0 C "' GASS Construction CompanXc-!D,c. [[ 1 >-1401 Wamer Avenue, Suite it""· SHEET TS-3 ~ 11. NEW PEDESTRIAN INDICATORS SHALL BE COUNTDOWN L.E.D. MODULE TYPE. (SEE SPECIAL PROVISIONS) SCALE: 1 ., =20 . LEGEND 'f Tustin, CA 92780 fil l ,...------~'-::::•::::;·~·~-::.:::::':::'~}.:::::':::::'~'::::':::~'::::'~':::::'~:::}.~-~_}.:::::~'~l,.:::!A.~~_A~_),,~;;-;':::aa:~-~,::dl,.:::::::::::=-----------------------------..... ~c~,~,:...:..'~~~,:_::..,:,:...:,:::,:,~,c ~~~,:-;~~-~\.-~~~i ,.. SAN MIGUEL DRIVE STREET IMPROVEMENTS ~ l S;) UNDERGROUND STRUCTURES All UNOERCROUNO UTILITIES OR STRUClURlS REPORTED BY lHE OWNER Of? OffiERS ANO TttOSf StiOWN ON TH( ~COOOS EXAMINED ARE JNDICAl!O 'MTH lHOR APPROXIMATE LOCATICH ANO EXTEHT, lHE O'IINER BY AC(;(PTlNG THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT lHERETO AGREES TO ASSUME UASIUTY AND TO HOLO UNOERSICNEO HARMLESS r~ ANY DAMAGES Rtsul TING FROM THE ElOSlEHC( fK UN0£RGROONO VTlUllES OR SlRtlCT!JRES NOT REPOR1EO TO THE UNOERStGHEO: NO'J INDICATED OM 11-tf PUBLIC R£COOOS EXAMINED:: THE CONlRACTOR IS REOJIRED 10 TAKE DU£ PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES OR STRUCTURES SHOWN A.NO A.NY OTHER UllUTIES OR STRUCTURES FOUND AT TI-IE SITE. IT SHALL SE THE CQNTRA.CTOR'S RESPONS18lUlY TO N01\FY THE O~ERS Of Tl-IE Ull.JTIES OR S1RUCTUR£S Ccm£RNED BEFORE STARTING M:lRK. IMPORTANT NOTICE SECTION 4216-4217 OF THE GOvERNMEN T CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEF'ORE A 'PERMIT TO EXCAVATE" WILL BE VAUD F OR YOUR DIG ALERT !D NUMBER CALL U NDERGROUND SERVICE A LERT TOLL F'REE 1-600-422-4133 T WO WORKING DAYS BEF"ORE YOU DIG. VIDEO DETECTION ZONE VIDEO DETECTION CAMERA PLAN PREP AREO BY: ~ CONSULTING • • MARK J. EOSI PLANNING ■ DESIGN ■ CONSTR UCTION 949.472.3505 14725 ALTON" PARKWAY IR\mE, CALFOAt-lA 92618-2027 FAX 949.472.8122 • WWN,RBF.com DATE: 05/06/10 u CIVIC CENTER A ,::- REVISIONS APPROVAL RECOMMENDED NO. INmAL DESCRIPTION DATE APPi> ~ >-AVOCADOAVENUCA"AM.l::8N DRIVE A ~ l---+---+-------------------1----1------1 SENIOR CML EN;;;;;R ,.. INTERSECTION ~ ~ RCE No. 65241 ,.. TRAFFIC SIGNAL MODIFICATION PLAN ~ ;, DATE s/-:,-ho , , , , . , 0 ~===t===t=============================~~===~===~tD~E~S--IG~N-E~D=-;G'--'-T~1°:_RA~WN~=-~G~T~Jcc:r1rvrv5ofiFN~E~~WNPIP0FuKfr11_fi-.:_~ft~--~:Hfft:[K-fil~[-1sil i 3/4/20 ,,4-,8 CHECKED MJE DATE05/06/10 PUBLIC WORKS DEPARTMENT SHEET 14 OF 33 -; As-Built ·coNDUCTOR SCHEDULE •DETECTOR SCHEDULE DETAIL "A" PHASE DIAGR-AM -POLE SCHEDULE AWG CIRCUIT A\ ~ /.i\ /4\ ., 3 02 3 3 3 3 04 3 3 3 05 3 3 3 3 06 3 3 3 3 08 3 3 3 o2P 2 2 2 2 o4P 2 2 #14 o6P o8P 2 2 2 o2 PPB 1 1 1 o4 PPB 1 06 PPB 08 PPB 1 1 1 1 PPB COMMON 1 1 1 1 SPARES 3 3 3 3 TOTAL 16 25 27 31 #12 IISNS 2 2 2 2 LUMINAIRE 2 2 2 2 #10 SIGNAL COMMON 1 1 1 1 TOTAL 3 3 3 3 ¢1 DET. ¢2 LOOP ¢4 CABLE ¢5 ¢6 2 #1 6 TOTAL --- - EVP CAB LE 1 1 1 1 6 SMFO CABLE CONDU IT SIZE •3" •3" •3" 2.5' PERCENT FILL 8 10 11 24 /5\ /5\ 11\ 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 3 3 3 31 33 13 2 2 2 2 1 1 1 3 3 1 1 3 3 1 1 3 4 4 4 1 2 1 1 3" 3''. 2" 19 20 32 ,1l\ 3 3 3 3 2 2 1 1 1 3 22 2 2 1 3 1 3 4 1 3" 16 /4\ 3 6 6 6 3 6 2 2 4 4 1 1 1 2 2 6 55 4 4 2 6 1 3 3 1 3 11 3 1 >-3' 19 SENSOR UNIT #1 #2 #3 #4 #5 #6(N) #7 #8 #9 #10 #11 #12 #13 #14 ■ EXISTING (N) = NEW • REUSE EXISTING CONDU IT UNLESS NOTED: (•) =-._ C.0"1lul-i--/..101 lllST/1-(/~.D INSTALL NEW CONDUCTORS THROUGHOUT UNLESS NOTED: (&) = REUSE EXISTING GENERAL NOTES (THIS SHEET): CHANNEL PHASE 1 2 2 2 1 2 2 4 1 4 2 5 1 6 2 6 1 6 2 1 1 4 2 - 1 - 2 - 1 - 2 - 1 - 2 - 1 - 2 - 1 - 2 - 1 - 2 - 1 2+5 2 1+6 1 4 2 8 1. ALL ITEMS TO BE FURNlSHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE THE REQUlREMENTS OF: THE C[TY OF NEWPORT BEACH STANDARD DRAWING AND SPECIAL PROVlS lONS, 2004 ED ITION; THE STATE OF CALIFORNlA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIF[CATIONS, DATED MAY 2006; CALIFORNIA MANUAL ON UN[FORM TRAFFIC CONTROL DEVICES (DATED SEPTEMBER 2006); AND THE SPECIAL PROVISIONS . -\J--- 2. UTIL[T[ES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVA[LABLE 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 FACIL!TlES ("UNDERGROUND SERVICE ALERT" AT (800) 422-4133). 3. THE CONTRACTOR SHALL OBTA[N ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED AGENC[ES AND UT[LITY COMPAN[ES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION WITH ALL AFFECTED AGENCIES AND UTI LITY COMPANIES . 4 . THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL NEW PULL BOXES, CONDUITS, DETECTOR LOOPS, POLES, TRAFFIC SIGNAL EQUIPMENT AND APPURTENANCES. 5. ALL NEW PULL BOXES SHALL BE NO . 6, UNLESS NOTED OTHERWISE . 6. NEW PRESENCE DETECTOR LOOPS SHALL BE 6' WIDE (TYPE "D"). NEW DETECTOR LOOPS SHALL BE 6' DIAMETER (TYPE "E") WITH 10' SPACING IN THE DIRECTlON OF TRAVEL. DETECTOR LOOPS SHALL BE PLACED BEHIND 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 . 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 8. NEW PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1' OF ANY FUTURE CURB ACCESS RAMP OR DRIVEWAY. 9. NEW VEHICLE HEADS SHALL BE 12" LED TYPE . THE HOUSING AND VISORS SHALL BE METAL. PLASTIC BACKPLATES ARE PERMITTED . 10 . ALL NEW EQUIPMENT AND HARDWARE (EXCEPT BACKPLATES) SHALL BE FURN ISHED WITH WHITE POWDER COATING FINISH OVER GALVANIZED STEEL. SEE SPECIAL PROVISIONS . 11. NEW PEDESTR IAN INDICATORS SHALL BE COUNTDOWN L.E .D. MODULE TYPE . (SEE SPEC I AL PROVISIONS) UNDERGROUND STRUCTURES All UNOERGROIJND UTILITIES OR snwcniRES REPORTED B'f THE OWNER OR OTliERS ANO THOSE SHOYffi ON 11-1[ RECORDS EXAWINED ARE INO!CAlED '11111-l lHElR APPROXllilAlE LOCAil~ ANO EXTENT, THE O\INER BY ACCEPTING 11-IESE PLANS OR PROCEEDING Yil'lli IMPROw:MENTS PURSUANT THERETO AGREES TO ASSUME UA81U'TY ANO TO HOtO UNDERSIGNED HARMLESS FOO ANY DAMAGES RESIJlTING FROM lHE £)(JSTENCE Of UNDERGROUND UTIUTIES OR STRUClURES NOT REPOfH£0 TO THE UNDERSIGNED: NOT INOICAlID ON THE PU8UC RECORDS EXAMINE!); THE CONTRACTOR IS REQJIR£0 l'O l'>JCE DUE PRECAUTIONARY MEASI.IRES TO PROTEC'\' THE UTILITIES OR STilUCTIJRES $110~ ANO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE OVIWERS Of THE UTIUTIES 00 SlRUCTIJRES ~CERNED BEFORE STARTING l'IORK. IMPORTANT NOTICE SECTION 4216-4 217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUM BER BE ISSUED BEFORE A 'PERMIT TO EXCA V A TE' WILL BE VALID FOR YOUR DIG A LERT ID NU MBER CALL UNDER G R OU N D SERVICE A LERT TOLL FREE 1 -BOO-4 22-41 3 3 T WO WOR KING DAYS BEFORE YOU DIG. 20 I DETECTOR 1-•2 2-02 0 ' RED 3-02 1-¢4 2-04 0 02 YELLOW ~OR 06 1-05 1-06 GREEN 0 2-06 3-¢6 1-•1 CB ' YELLOW 01 ~oR 3-o4 ¢5 r ± --------- ¢1 ¢2 _y --------- r:: ¢5 ¢6 * PROTECTED PHASE ** PERMISSIVE PHASE + ! NOT I I USED I I t " ¢3 ¢4 t + NOT I I USED I I t ... ¢7 ¢8 POLE DATA SIGNAL ARM H.P.S. V. LUM SIGNAL MOUNTING No TYPE HEIGHT MA F DIST MA WATTS VEH MA PED 1 • 30' 15•• 12·• 250® sv i +; MAS• i: 17-3-100 -SP 1 2 1A 10' ----TV-1 -T -SP 1 3 24-4-70 30' 35' 15 ' 12 ' 250 sv-1-T • MAS SP 1 MAS SA 14) 1 A<9'' 10' ----Tv-2-T• -SP 1 -~'" 5 17-3-100"'1 30' 15•• 12·• 250 ® • MAS® t: -SV-1-T SP 1 6 1A•' 10' ----TV-1-T • -SP 1 l7 19-4-70 30' 30' 15' 12' 250 SV-1-T MA~A~A• SP 1 -~s (8 1A 10' ----TV-2-T0 -• ~p -1 -~'" • ALL EQUIPMENT EXISTING UNLESS NOTED: (•) = NEW, (®) = RELOCATED '-COVER PEDESTRIAN INDICATION AND REVERSE THE INSTALLATION OF THE PEDESTRIAN PUSH BUTTON SIGN. (INTERIM OPERATION ) PED PUSH BUTTON **POLE LOCATION TYPE A IISN S PHASE POLE QUAD A B (DOUBLE FACE) 6"' E 12 ' 3' Avocado• 8""'• s EXIST EXIST - 8"'" s EXIST EXIST Farollon 2*'-w 8' 3' - 2..-• w 8' 3' Avocado® 4..-• N 8' 3' - 4*'-N EXIST EXIST Farallon 6* E EXIST EXIST -* INSTALL NEW COUNTDOWN PEDESTRIAN INDICATION. SPARE CB GREEN 0 PED XING PROHIBITED DURING INTERIM OPERATION & POTHOLE NEW MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES. * INSTALL NEW PEDESTRIAN PUSH BUTTON. ** SEE CAL TRANS STD . ES-4C EVP ¢2 EVP ¢6 EVP 04 EVP 08 , DETAIL "B" RED 0 YELLOW /@) 0 01 OR o5< GREEN ~® 0 EXIST 2 1/2"C R w R w EX[ST 2"C, [NSTALL 2-DLC EXIST 2 1/2"C , 3 #B(SCE) sp(SCE HANDHOLE) / I -/ ' I I -s. ,_, I t') -/ ' cc I I ,_, R w / I "'= ,-, I ' I / - BC 5 I •• fJoLE .5 TILL E XIS TIM& CONSTRUCTION NOTES (THIS SHEET): FARALLON DRIVE I I (/) I (/) .. I I 13 ' I 11 • 1~· f (/) (/) ~ -s. I SC LOOPS(R;J-4 4 IT}-EXISTING ECONOLITE ASC/3-2100 CONTROLLER IN A TYPE "p" CABINET WITH MODIFIED TYPE I I SERVICE. MODIFY, AS REQUIRED FOR NEW PHASING AND DETECTION SHOWN. FURNISH AND INSTALL NEW W[RELESS VIDEO DETECTION SYSTEM . FURNISH AND [NSTALL NEW BBS ASSEMBLY W[TH EXTERNAL CABINET, SEE SPECIAL PROVISIONS . TERMINATE 6 SMFO CABLE AT EXISTING FPP . @--REMOVE AND SALVAGE EXISTING POLE AND MAST ARM(S). RELOCATE ALL OTHER EQU IPMENT TO NEW POLE UNLESS NOTED OTHERW[SE . REMOVE FOUNDATION . @--FURNISH AND INSTALL NEW WIRELESS VIDEO DETECTION UNIT AND MOUNTING EQUIPMENT ON LUMINA[RE MAST ARM AS SPECIFIED BY THE MANUFACTURER. SEE SPEC[AL PROV[SI ONS. R W @--FURNISH AND INSTALL NEW MAST ARM MOUNTED SIGN AS NOTED. @]---FURNISH AND INSTALL NEW FIBER OPTIC SPLICE VAULT. COIL 50 FEET OF MA[NLINE 48 SMFO CABLE ,/AL,\_-, t4()1"" INS{;tl/c"D---!,;,. FOR SLACK. SPLICE NEW MA[NLINE 48 SMFO CABLE TO NEW 6 SMFO DROP CABLE IN RELOCATED SPLICE MOUNT 111 7 ' 0 CLOSURE . SPL!C[NG PER FIBER ASSIGNMENT DETA IL, SEE SHEET TS-6. @-INSTALL NEW MAINLINE 48 SMFO CABLE INTO EXISTING/NEW 2 1/2" CONDUIT . [D--INSTALL NEW MAINLINE 48 SMFO CABLE INTO EXISTING 1 1/2" CONDUIT. [I)--FURNISH AND INSTALL NEW 3M OPTICOM EMERGENCY VEHICLE PRE-EMPTION DETECTOR UNIT (#722) ON SIGNAL MAST ARM US[NG PELCO ASTRO MINI-BRAC . SEE SPECIAL PROVISIONS . @--FURNISH AND INSTALL NEW POLE MOUNTED S[GN AS NOTED . ~RELOCATE SPLICE CLOSURE FROM EX[STING PULL BOX TO NEW SPLICE VAULT . §--rNSTALL NEW MA[NLINE 48 SMFO CABLE INTO EXISTING 1 1/2" CONDUIT BETWEEN LIBRARY FDU AND MACARTHUR/SAN MIGUEL SPL[CE CLOSURE. SPL[C[NG PER FIBER ASS[GNMENT DETAIL , SEE SHEET TS-6. §--INSTALL NEW 6 SMFO DROP CABLE INTO NEW AND EX[STING CONDUIT BETWEEN CONTROLLER CABINET AND NEW SPLICE VAULT . EXIST R9 -3a R9-3 EXIST 2"C, IN.STALL 2-DLC VENUE ,'-;_ MOUNTED 111 7' R w SC LOOPS G-- -r.",11. ,-,6 ✓ -' , EXIST R9 -3a AB _, R9-3 ----- BC R w 7 GASS Constiiiction Companx..to,i;. 1401 Warner Avenue, Suilelf~· SHEET TS-3 Tustin, CA 92780 TS-S E a 0 ~ ',._ "' 0 ' 1/) 0 "' < -0 1/) 0 0 I VI f-l c--"" 0 c-- / 00 -a C "' VI / > 0 / "' Q 00 C a L f- LEGEND .----------r----------------------"T-------------------------------,.--------------------------------f-6 VIDEO DETECTION ZONE VIDEO DETECTION CAMERA PLAN PREPARED BY: ~ CONSULTING PLANNING ■ DESIGN ■ CON STR UCTION 949.472.3505 14725 ALTON PARKWAY IRVNE, CALIFORNA 92618-2027 FAX 949.472.8122 • www.RBF.com OAT£: 05/06/10 REVISIONS NO. INITIAL DESCRIPTION APPROVAL RECOMMENOEO SAN MIGUa DRIVE STREET IMPROVEMENTS ~ AVOCADO AVENUE/FARAllON DRIVE SENIOR Cl~L ENGINEER INTERSECllON 0 <( u / c--"" 0 s ~ 0 ~ RCE No. 65241 TRAfflC SIGNAL MODIFICATION Pl.AN t----i----t--------------------+---+---is□c:;Ac,TE=c'c'5~/_°T~ITO==----t---------------,-------i-E t----+--+--------------+---+-~tcD=ESl=GN=ED~GT--+c-DR=AWN~~G~T -i CITY OF NEWPORT BEACH f-'-R~-5",-9",-9~6~-~S-t i t--1----t----------------+--+----I CHECKED MJE DATE05 06 1 PUBLICWORKSDEPARTMENT SHEET 14 OF 33 -; A'IOCNKJ AVE/ FM,.!!ONDR 1-,-=--=--=-_---,~: ,, ASC/3 ,,, : I I I I IL _____ __,, I ES I (RS900) J I I ~fi___ I I W,yLJ FPP I I r. >--_-:i I I I+ I • '" ,-J I I ___ , -~ ____ I ~ .,S!w ~g~ Z<I) <J AYCX:,NJO AVE/ SAN UICJUFI DR ES (RS900) ASC/3 ... ';::J.'f=.~FPP I~►• ,,,,I I I I I I I I I I I I I l I I I I I I I I I I 1 I I I I I 1 I I I ii I i I I I I : l i Ii f~ I I I I I I <CW I I I I I I.~,.! I I I I I I U) < 1 I I I I I U l I I I I lw I I I I I I o.. I I I I I I • 0 I I I I I I rj i5 J 7 I SANM!Qllfl DR I 1-, __=-_=-_=-_-_-_-I I I I I I I I I I ASC/3 I I I I I L _____ ~ I I I ES I I I I ~900 ' ___ J I I I I §~-~=@f-b I · • I I ~~?lJFPP I I I l I I I I I l I I I I I I I I I t I I I I I t I I I I I l I I I -:H-lrl--- - I I I I ':! I l I I <W ,,,, "'-' 1 1 11 t-a:i I I I I U) < 111 1 <0° I I I I o._ I I I I ·O I I I I X D:: MACAR.i aUR a..VD/ SAN JQUlUIN HILLS RD :-, _=-_=-_=-_--=--f1 : ,, ASC/3 111 I I I I I L _____ __, I ES I I I (RS900) J I I ~Fi---I I I YJU FPP I @:~?11 I I I : I I I I I I I I I I I I l I I I I I I I I I I I I I I I -i++++----1 I IO I I I :lE W I I 1~1il I I _I(/)< I I I U I I I <O I I I a. I I I ·O LIBRARY , .. i- i -1-+-f H-: - : I I I I I I :)1()()()( -, [ -I I I I I.JC -,...,..., n-- - I I I I I I I : )()()()1( ,--!-H +irj2! -, 1 -- --------1------0 --------2-7-----0 -------3-7-----0 --------+------0 ---------5-7-----0 --------6-7-----0 -------7 -----0 --------&-l-----0 --------9--l-----o -------10------0 --------11-L----O --------12..l-----o --------134-----0 --------14------0 --------154-----0 -------'167-----0 -------17------0 --------18-1-----0 --------19-1-----0 --------20------0 --------21-l-----o --------22-l-----o --------2:n-----o --------2,,.,-----0 --------2!?,-----o --------2~-----o -------27 -----0 --------28--j-----o -------29--1-----0 -------·30------o --------31-1-----0 -------·32-1-----o -------~3-,-----o --------34-1-----o -------35-1-----0 -------·367-----0 -------37 -----0 --------38-1-----0 -------39-i-----o --------40------0 --------41-f-----o --------42-1-----0 --------43--:-----0 --------44-l-----o --------45-1-----0 --------46j-----o --------47 -----0 --------48 -----0 --------1-..l-----o -------2-..l-----o --------3-7-----0 --------+7-----0 -------5-------0 --------6-1-----0 -------7 ➔-----0 -------&------0 ---------9--1-----0 --------10-1-----0 --------11------0 --------127-----0 --------137-----0 --------147-----0 -------15------0 --------164-----0 --------177-----0 -------18------0 --------19-1-----0 -------20-l-----o -------21------0 --------22-l-----o -------23-1-----0 -------·247-----0 -------2~-----o -------~-----0 -------·27 --,---0 -------·28--'-----o -------~-----0 -------· -----0 -------31------0 --------32-1-----0 -------33-l-----o -------·34-.-----0 -------~-----0 -------· -----0 --------371-----0 -------38--'-----o -------·397-----0 --------40-j-----o --------41------0 --------42-1-----0 --------43--1-----0 --------44-,-----0 --------4'W-----o ---------46..l-----o --------4~-----o ------------0 -- FDU I I . .. . I ' I I I I I I I I I I - I )( X ,: X -~ ------------------------------t--------~-L-------------+--------~ : ~~ I ---------------------------------------------➔-~-----------------------X . I I I ,~,,f--------1,-------------------+----+r,1• ~ ______ ----j_: __ --____ ------~======~==:::::::::::::±::::::::~:~:::::::::::::±::::::::~ □ : 7•-----l------------+-------------------.1-: ___________ ..... : __________________ _._ _____ i~~-·=_-_-_----==3---== --=-==---~======= ==============t========i=r~============f========~ 8==t:::o-=:_=:_=_=_t=_=:_=_=_=_=:_=_=_=_=:_=_=:_=+t=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=_=:_+~:::::::::::::_,_i=:_=_=_=_=_=_=_=_=_=_=_=_=_=:_=_=_=:_=_=_=_=:_=:_=t._=:_=:_=:_=_=_1=~_:_::_::_:_:_:.:-___ ·y ____ .:-.:-.:-::.:-.:-::.:-: __ ~--------~-------------·T -------~~-----------+--------~ I I g : 1 ---------------------------------------------------------------------------------------)( B I l : : "' ----======~================: ===-===== =============+========================+========~ I ' I ' □ I 1: : ; -------------!------------------------- ' ·------------1------------------------+--------x □~--'--1~ ------------~--------------------------~------------------------------------+--------~ R:::::r:::!-: : : ----------j---------------------------=~------------±========================±==--== -~ o==::i::;7 ------------------------------------------------------------------------------------x B I 1 : : ~===========-j================== ========== ============f=========================c========~ 0t-t--_-_-+--21~:_:_:_:_:_:_:i:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:i:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_-;_':_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_-;.':_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_-:j..:_:_:_:_:_:_:_:_:_~-•-----------------------------------------------------------------------------I--------x g I ~,. 1 1 "------------1------------------•----------------------t------------------------1 --------x ~~======~::::::::::::::::::::::~~:::::::::::::::::::::::::::::::::::::j,::::::::::::::::::::::j,::::::::::::::::::::::::::::::::::::::j::::::::::::-►----------=-j __________________ -----------, ________ ! _________________ : ______ =t: ________ ~ B--1 ~ • i :------------1----------------------------------------t------------------------t--------~ R:::::r:::~:~~====:t:==============t========================t:==============t=:=======================+:=====::-".:•----==========~================== ========= ============-t========================:::i:::========~ o==:=r:=21 --------------1----------------------------------------------------------------1---------x □-r2'.; I I ~ _J ------------·· ---------• ------------r----------------------------------~ 8 I I = ____________ j _____ ::::::::::::: ::::::::: : -----------:1:::::::::::::::::::::::::t-:::::::~ B I ~2 · · _____________ j __________________ ----------------------t------------------------+--------x 0--,-3· I ===========-= ==================-~ ·======:· ====-=======-========================--========B B I ~; : : -------------~-------------------------------------+------------------------+--------x o----r---------------------------------------------------------x o---L31 • 1 -------------~----------------------------------------L------------------------+--------x 0 I -··--------------------------------------------------------)( □ I ' ' -------------!-------------------------------------f------------------------1--------x 0 4 -----------1------------------I ---------------------------------------------------~ B I : : : -===========-3==================== ========~ ===-------r========================-±-======-=~ □ 4 __ ______ -~ ______________ ! _______________________________ X □--=t:I :4t ====t============t====================t,===========:i:,====================+====:::..;. ------------,------------------------------------r-------------------------------x 0 ' 4 I I _------------,---------------------------• -------------r------------------------=F--------~ 0--r-46-'----_-:_-:_4+-_-_-_-:_-:_-:_-_-:_-:_-_-_-:_-:_-_-_-:_-_t---:_-:_-_-:_-:_-:_-:_-_-_-:_-:_-:_-:_-:_-:_-_-:_-:_-:_-_-:_-:_-:_-:_-:_-:_-:_-'t----:_-_-_-:_-:_-_-_-_-:_-_-:_-:_-:_-:_-:_-;.~-:_-:_-:_-:_-:_-:_-_-:_-:_-_-_-:_-:_-_-:_-_-:_-:_-:_-:_-_-:_-:_-:_-:_-:_-:_-;::_-:_-:_-:_-:_-:_-_-:.'! -----------X • 8 I !! : : ;:::::::=====~=====================--====-~=============+========================+========~ I • ma.oa. a '-_a ·1011_a._m_2_:a -_ _, a ·mam s _ _, '-a maoa a _, I I • I I I I I ' ' I I I I I I I I ' I I I I I I ' I ' L_ EXIST ING CABLE 1 . 3 AVOCADO AVE/ MACARTHUR BLVD/ SAN JOAQUIN HILLS RD 48-STRAND FIBER CABLE LEGEND: ASC/3 ASC/3 TRAFFIC SIGNAL CONTROLLER ES (RSXXXX) ETHERNET SWITCH (MODa #) IPV IP VIDEO ENCODER (ONE-CHAl'NEL) FPP FIBER PATCH PANEL FIBER DISTRIBUTION UNIT EXISTING CCTV CAMERA PROPOSED GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 I I I I I I I I I I I I I I I I I • EXISTING EQU!Pt.ENT PROPOSED SPLICE EXISTING SPLICE PLAN PREPARED BY: REVISIONS APPROVAL RECOMMENDED SAN MIGUa DRIVE STREET IMPROVEMENTS 0 □ EXISTING SC FIBER PORT ON FDU EXISTING SMFO CABLE mr= ■ ■ ■ CCN5ULTIN!i F>LANNINl3 ■ OES113N ■ CCNS;TAUCTI ON 14725 ALTON PARKWAY 1WtE. CALFOANA 92618-2027 949A72.3505 FAX 948A72.8122 • www.RBF.com DATE: 05/06/10 1-NO.c....-+INIIW.==-t---------'D:..:E:.:8:..:C:.:R.:.:l.:.P.:.T.:.:I D:..:N::_ ______ ..j.....:D..i:.:ff::::..+..:Al::.:..F :'..D-1 c:F; J & SENIOR CIVIL ENGINEER RCE No. 65241 DATE "Sf:1-/p DESIGNED DRAWN COMMUNICATION SCHEMATICS ____ j MARK J. ESPOSITO t---+--t----------------------1----1----1 GT GT i----r--r---------------------+--+---ICHECKED DATE CITY OF NEWPORT BEACH R-5996-S PUBLIC WORKS DEPARTMENT SHEET 15 Of 33 MJE 05/06/11 z <( [I'. I-3: E 0 l{) .. - 0 ' <D 0 ' l{) 0 ry ~ " (D \ 0 0 I CJ) I- I ,..._ "' 0 ,..._ ,,.. "' 0 C 0, (/] -:; ,,.. > 0 ,,.. "' IL "' C C L I-,,.. co 0 <( u ,,.. ,..._ "' 0 ,.... 0 r- 0 ,,.. 0 .,., 0 'O Q. ,,.. ±' ·.:". 3• 4• 3• 411 .. 3" i r -- ~, 58') R61:-17i(CA) MOD-1 stGN NOTES: .• • i/ NOf TO SCALE •• 1. 1½" RADII)$,¾" ~QE:R, 81..AC;t(, ON WHITE; -' [ONLY] 4" UC;i,iSE~lES C;,f r. . [NB] 4" UC, $g~EES C; pkt , [MacART~tJ. 4li!t;i;J~. SE~JES!,Q•, 6~ SPACING 2. HORIZONllALI F'~E. REQ\,JJRED 0J"ER STD. PLAN SIGN NO. 1. 3. SI ~TEQ,;Olll-·2,-QUl~PI.JN(ll,IPOSTS. • • -· .. ··,-:...;:c; . •0 "- • .... .... I 3• 4" --3" -- 4" --3" -- , 19" 4" 3" I ~[B ~[B m~@(e@l@@ ~@tmuitmirwu 73• R61-17(CA) M00-2 SIGN NOTES: NOT TO SCALE 1. 1½" RADIUS,¾" BORDER, BLACK ON WHITE; [ONLY] 4" UC, SERIES C; [NB] 4'\ UC, SERIES C; [ A¥~codo ] 4" UC , SER I ES C , 601 SPAC'1:NG (MacARTHUR] 4" UC, SERIES C, 601 SPACING ( ~ "'\ ·;2. HORIZONTAL! FARME REQUIRED PER STD. PLAN SIGN NO. 1. • 3. SIGN MOUNTED ON 2-QUICKPUNCH POSTS. ' 7:_ /. r .:-..: {, {,. , _) ~ _J ,..~!'\·.,..'- -I/ ' ' •;.:; ,,_ •. ,-.. 'I . :...'. •. ~//. ,.,, ,:.,.,."l-.-~ -.. STA 9+25 .. JOIN EXISTING STRIPING BEGIN TRANSITION EXISTING CURB ~TER STA 10+95 IN EXISTING STRIPING I IS R3-5 (RT) ---= l'1 E R28(CA) STA 12+12 JOIN EXIST! STR.IPING PROPOSED~ ""Bl~ LANE r•1e ARROW '.,,,,.-,_ .., ',,. ,' " BIKE LANE. le ARROW I'll 8" WHITE DIAGONALS 0 JS'. SPACING . PR0POSED CUR le GUJT£R '· SG39{CA) (LIBRARY) '--' ' - '-.. le GUTTER """- ENOTR ~~~~~~~~~----~ 28(CA ~ O · 1. , SIGNING AND $~IPINS.i~!"JALL CONF9Rf,l TO !HE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC COf,jTRQ(i DEVI,CES (DATED SEPTEMBE~ 2006). CALTRANS STANDARD PLANS AND SPECIFICATIOt-1$ (DATm MAY1006) \i Tl-ESE PLANS AND THE SPECIAL PROVISIONS. SEE CALTRANS STAt,QARD PL~.A"-20 (A.i!p) FOR STRIPING DETAILS, INCLUDING ,,lNSTALLATION OR REMOV,AL OF RAl~D REFLECTIVE PAVEMENT MARKERS. 2. -:ALL FINAL STRIPING SHALL.BE .AYABLE REFLECTORIZED THERMOPLASTIC APPLIED AT A MINIMUM THICKNESS OF 0.018'"/'(0.45 mm). CROSSWALKS AND LIMIT LINES SHALL 3. BE APPLIED AT A MINIM!M,,THICKNESS OF 0.035" (0.90 mm). THE FINAL STRIPING SHALL NOT BE APPLIED IJ,i,'TJL _THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS . ALL REFLECTIVE PAVEMENjt ,ljA.liRKERS SHALL HAVE GLASS COVERED .. REFLECTIVE FACES OR l'lt 3M. SERIES 290 MARKERS. • 4. ' r:1tct':T~~ BE CA/' TRACKED AND APPROVED BY THE ENGINEER PRIOR TO FINAL EXACT SIGN LOCATION SHALL BE DETERMINED BY THE ENGINEER. 23 8" WHITE CHEVRONS 0 30' SPACING 5. 6. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH PROTECTIVE OVERLAY FILM. 7. 8. 9. ALL CONFLICTING PAINTED STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING METHOD. Tl'IERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED ~6 -~~~~~E ~:;Wl~~~~~F;~~T~~~ ~~~~N~m!P~~ s~~~~T st~~ s~J. ALL CONFLICTING RAISED PAVE~T MARKERS SHALL BE REMOVED. SALVAGED SIGNS· AND POSTS SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH C !TY YARD OR C:AL TRANS YARD. • TEMPORARY TRAFFIC STRIPING ANO MAKINGS SHALL BE PAINT APPLIED IN ONE COAT WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. I'll TYPE IV(LT) TYP - R28(S)(q ' 0 "' 78 11 R61-17(CA) MOD-3 NOT TO SCALE . SIGN NOTES: 1. 1½• RADIUS,¾" BORDER, BLACK ON WHITE; [ONLY] 4" UC, SERIES C; ! 2. HORIZONTAL I FARME REQUIRED PER STD. PLAN,-SIGN NO. 1. 3. SIGN MOLNTED ON. 2~QUIO<PUNCH POSTS. R28(CA) E EXISTING CURB le GUTTER f I; E X-WALK DETAIL '1/2 LEGEND AND CONSTRUCTION NOTES: @ · EXISTING TO REMAIN. @ @) ~ .,...~._,., . @ \ (j) ~ I- ~ 12' 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 CON'"LICTING TRAFFIC STRIPING, MARKING OR ARROW AS NOTED, INCLUDING RAISED PAVEMENT MARKERS. THERMOPLASTIC CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. THERMORLASTIC PAVEMENT MARKING OR ARROW AS NOTED. PROPOSED SIGN (ONE POST) •• EXISTING SIGN (ONE POST) PROPOSED LANE DIMENSION ( 12') EXISTING LANE DIMENSION 6 ANGLE POINT MACARTHUR BOULEVARD ! -~ y ! STA 22+85 EXISTING CURB le.GUTTER EXISTING RAISEDl~tit--t--t--t~-lL MEDIAN I TSI.A'lAMI EVACUATION ROUTE JOIN EXISTING STRIPING BEGIN TRANSITION / •• I'll TYPE JV(LT) TYP :--:--I :--I :-- : - - '.'."' b1::i ~ V_'" N N N ..-._ .. ~ • 1N• EXISTING CURB -v _ _ -· _ _ -N <0 $ R28(S)(CA) R81(CA) ' STA 22+22 .;1e7G'ri'UTi'ffiTER~----»-~~ ~ ~ ~ ~ ~ -=-,.::, .::, l EXISTING CURB cH.--+r-;;1e"7GUITTTTEi'ffi'R~~ TYPE IV(LT) I'll JOIN EXISTING STRIPING R3-7 E SG39(CA) 0 RI. (LIBRARY) ,-5 flll,,.T_Y_PE_I_V (_R_T __ ) ft ' 7' PROPOSED CURB le GUTTER I I'll 12" WHITE X-WALK TYP 12'' WHITE • LIMIT LINE I'll R2Ei{S)(CA) 1 (CA) ~ ', TYP I I i I ; 9 R28(CA --,_ -'1 - I'll BIKE LANE le ARROW 1 1 ' 11 ' ;-;;-~::::::lf-.::::-·:;t-:~~~=+-.. -·-· ' PLAN PREPARED BY: ■ ■ II CONSULTING 9 . 0 TYPE lV(LT) TYP IS R61-17(CA) MOD-3 R28(S)(CA) R81(CA) PROPOSED RAISED MEDIAN I PLANNING ■ 949.472.3505 SAN MIGUEL DRIVE R28(CA) E R81(CA) .;., DESIGN a CCIN ■TRUC:TION 14725 ALTON PARKWA't' IRVINE. CALFOAIIA 92618-~7 FAX 949.472.8122 • www.RBF.com EXISTING CURB le GUTTER NO, INnW. • WHITE MIT LINE b ·-• . . ' . . ' ' ' . • ' ' ' • TYf' E OCTA E R2-1(40) R28(CA) EXISTING CURB le GUTTER i ~ ~ ~ . . . jXl 0 N ... N -I ~ ~ ,~ ~ R4-7 R6-1 TYPE N(CA) RS-2 R20D-1(CA)(3) R28(CA) EXISTING CURB le GUTTER E R3-7 ~-+-f-l---tt--J1H~EXISTING RAISED , :--·-! MED I AN ..._ ~ . <O --~ .-V N N ----__. .._,! -1--- N -...., -~ i r..+::::==:::=lt=tb==rF:==-H-1r-----l E 17" , I ' I, I REVISIONS APPROVAL RECOMMENDED OESCRIPTION IMTE SENIOR CIVIL ENGINEER GASS Construction Company Irie. 1401 Wamer Avenue, Suite B Tustin, CA 92780- \ ~ 0 ~ 00 1W ..._I---~~-----SCALE: 1 "=40' PD-1 SAN MIOUa DRIVE SlFu:E i IMPROVEMENTS SAN MIGUa DRIVE SIGNING & STRIPING PLAN z < °' r 3: E 0 "' "' -. -' -·, b -' <D 0 ....... "' 0 0, " " -0 0 I 0 CL -,....! . ·-..,. 0 ,... / 0 CL / > -0 / 3: CL "' C a ~ r / 0 0 < u / "' '" 0 "' 0 ,- 0 -RCE No. 65241 .,,- MARK J. POSITO DATE: 05/06/10 DATE -S/7-10'' o ~===!===:============================:!====t====--:~DE:Sl=G:::::N=E""'oc-=:Gcc..T::0'::-:R=A=ltt<~-.--_-_GT~-+-c-,-TY-O_F_N_EWP __ O_R_T_B_EA_C_H-,1--:~R~-:-~5~9~9~-=5-:~s=: ! 1--+--+-----------------+--+----ICHECKED ·-MJE DA1£05 06 1 PUBLIC WORKS DEPARTMENT SHEET 16 OF 33 -:; .. .J .... I J \ / / / ., STA 8+08 JO[N EXISTING STRIPING EXISTING CURB le GUTTER EXISTING CURB le GUTTER l~SW4-7 GE LETT ' ' EX I ST! NG CURB le GUTTER I STA 11+27 BEGIN STR!PING REMOVAL JOIN EX!STING STRIPING 160' 22 FM TYPE IV(LT) TYP 119'38 STA 1+87 END TRANSITION 176' ' ,. RP RS R61 -19(CA) M ,_ C , ( ( AVOCADO AVENUE I R28(CA) E I STA 12+20 JOIN EXISTING STRIPING FM TYPE IV(L T) TYP EX IS TING CURB le GUTTER E R26(CA) I "' ..... ~ ~ . ~ r---I ~ . . -N r----N --'7' I - EXISTING CURB "' le GUTTER 0 ... -;, % LJ) .,,. ... .,,. ~ I ~ ~ ~ . r---. . "' I . -N N r-------- /M,L-l----tf-t---M22 11 a • 12 WHIT X-WALK . . . - ~ l . . "' N ~ - -... ~ ~ . . N "' I I -... I 12" WHITE , LIMIT LINE FM 20 EXISTING CUR le GUTTER " LEGEND AND CONSTRUCTION NOTES: [I] @ ® ~ .-#--;;_6',l, ~ ® (j) @ 1-- 1-- EXISTING TO REMAIN , REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED. FURNISH ANO INSTALL SIGN(S) AND POST (IF APPLICABLE) RELOCATE EX ISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED . REMOVE ALL EXISTING CONFLICT[NG TRAFFIC STRIPING, MARKING OR ARROW AS NOTED , [ NCLUD-[ NG RAISED PAVEMENT MARKERS , THERMOPLASTIC CALTRANS STR!PI NG OETA[L PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. PROPOSED SIGN (ONE POST) EXISTING SIGN (ONE POST) 12' PROPOSED LANE DIMENSION (12 ')-EXISTING LANE DIMENSION I> ANGLE PO I NT X-WALK DETAIL 12• WHllE ----.,clJ--_ UNLESS NOlED OTHERWISE 10· FARALLON DRIVE -----t --- PLAN PREPARED BY: P.'7'f CONSULTING EXISTING CURB le GUTTER PLANNING ■ CESIGN ■ CCJNSTRUCTl □ N 14725 ALTON PARKWAY ™NE. CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.RBF.com DATE: 05/06/10 REVISIONS NO. IIITIAL DESCRIPTION GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 APPROVAL RECOMMENDED APP'!) ~ 0 ~ 00 l'---'~--1 __ 1 _ ___. SCALE: 1 "=40' PD-2 SAN MIGUEL DRIVE SlREET IMPROVEMENTS FARAI.LON DRIVE/AVOCADO AVE SENIOR CIV1L ENGINEER INTERSECTION RCE No. 65241 SIGNING & STRIPING PLAN DATE S /7-to 1-----+--+--------------f---+---~DESIGNED GT DRAWN GT CITY OF NEWPORT BEACH R-5996-S ,____--~----+---~--" 1--f--f-----------------+---l-------lcHECKED MJE DA TE 05 06 , PUBLIC WORKS DEPARTMENT SHEET 17 OF 33 E 0 n "' 0 - ------<D 0 ..... :g "' • "" N 0 0 ' 0 CL I r---"" 0 r--- ,/ 0 CL ,/ > -0 ,/ " CL m C 0 L r-,/ 0 0 <( u ,/ r--- "" 0 r---0 -0 -,/ 0 ~ 0 "" a. ,/ ± -- -, III [j] ++ • 0 12' (12') W20-1 C27(CA) LEGEND AND CONSTRUCTION NOTES: EXISTING SIGN AND/OR STRIPING TO REMAIN. PROVIDE TEMPORARY STRIPING, CONSTRUCTION SIGN, FLAGTREE AND SIGN, BARRICADES, CONES, FLASHING ARROW SIGN, PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY K-RAIL OR TEMPORARY CRASH CUSHION MODULE (ARRAY PER PLAN). REMOVE EXISTING RAISED MEDIAN ISLAND AND INSTALL NEW PAVEMENT . CONSTRUCT PAVEMENT BY FLAGGER CONTROL PER CALTRANS STANDARD PLAN T13. REMOVE ALL EXISTING CCN'"LICTING 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 . INSTALL FINAL STRIPING PER STRIPING PLANS. SIGNALIZED INTERSECTION TYPE I I BARRICADE WITH SIGN AS NOTED ON PLAN TYPE 11 I BARRICADE WITH SIGN AS NOTED ON PLAN SIGN (AS NOTED ON PLAN)(EXISTING) SIGN (AS NOTED ON PLAN)(TEMPORARY) SURFACE MOUNTED CHANNELIZER PORTABLE TUBULAR DELINEATORS OR CONES SOLAR/BATTERY POWERED FLASHING ARROW SIGN DIRECTION OF TRAVEL CONSTRUCTION LANE DIMENSION EXISTING LANE DIMENSION ANGLE POINT CONSTRUCTION AREA ~ ~ G20-2 C30(CA) W11-1 SHARE 1HE ROAD W16-1 W4-2{R) W20-5(R) I II [®] ~ ~ R4-7a(R) R4-7a(L) R9-3a R9-3b(L) R9-3b(R) W4-2(L) W20-5(L) TYPICAL DELINEATOR DETAIL ;: TUBULAR DELINEATOR (OR CONSTRUCTION CONE) 4' MIN. , CONST. 'AREA ~-TRAVEL M n LANE-• BARRICADE <O I") I • I I , .... I [FINISHED '"''' i SURFACE LANE LINE TYPICAL DELINEA TOR DETAIL 1' 't 1' LT ETW-~ 1--RT ETW TUBULAR ~ DELINEA TOR • DEUNEATOR TYPICAL LEFT AND RIGHT SHOULDER INSTALLATION NO SCALE W20-5(BIKE) GENERAL NOTES: A. ALL TRAFFIC CONTROL WORK AND MATERIALS FOR CONSTRUCTION SHALL CONFORM TO A.P.W.A. "W.A.T.C.H." HAAOBOOK (LATEST EDITION), THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES (CA MUTCD), (DATED SEPTEMBER 2006), THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS (DATED MAY 2006), AND THE SPECIAL PROVISIONS. B. C. D. E. F. G. H. I. J. K. L. M. N. 0. P. Q. R. s. LANE CLOSURES SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY ENGINEER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN CONTROL DEVICES AS SHOWN HEREON, AS WELL AS ANY SUCH ADDITIONAL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF TRAFFIC Af\O PEDESTRIANS THROt!GH OR AROUND THE WORK AREA. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, ANO SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. ALL EXISTING SIGNING NOT IN CONFORMANCE WITH THE TRAFFIC CONTROL PLANS SHALL BE COVERED FOR THE DURATION OF CONSTRUCTION. ALL SIGN COVERS PLACED OVER EXISTING SIGNING SHALL BE COMPLETELY REMOVED, AND ALL CONSTRUCTION SIGNING SHALL BE COVERED WHEN TRAFFIC CONTROL IS NOT IN PLACE. ANY PAVEMENT MARKINGS AND STRIPING DAMAGED A!>O/OR BADLY WORN DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR. ALL EXISTING FACILITIES INCLUDING SIGNING, STRIPING, MARKINGS, MARKERS AND SIGNALS SHALL BE RESTORED TO THE ORIGINAL CONDITION AND/OR LOCATION AT THE END OF THE CONSTRUCTION PERIOD FOR EACH STAGE. A MINIMUM FOUR FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN ANY OPEN EXCAVATION AND THE ADJACENT MOVING TRAFFIC LANE. NO OPEN TRENCH ADJACENT TO A TRAFFIC LANE SHALL EXCEED 300 FEET. TEMPORARY CONCRETE BARRIER (TYPE K PER CALTRANS STANDARD PLAN T3) SHALL BE USED WHENEVER SHOWN ON THE PLANS. THE C-27(CA) "OPEN TRENCH" SIGN SHALL BE UTILIZED WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVEL WAY. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF THE BUS ROUTES AND BUS STOPS WITH THE COUNTY TRANSIT DISTRICT STAFF THREE WEEKS IN ADVANCE OF CONSTRUCTION ACTIVITY AFFECTING BUS STOPS. THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE OF LOCAL PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES. SINGLE LANE CLOSURE TRAFFIC CONTROL DEVICES SHALL CONFORM TO CALTRANS STANDARD PLAN NO. T11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY ENGINEER BASED ON CONSTRUCTION CONDITION. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF FLAG MAN AND APPROPRIATE SIGNAGE AS DIRECTED BY ENGINEER. TRAFFIC CONES FOR NIGHTTIME USE SHALL BE INTERNALLY ILLUMINATED OR BE PROVIDED WITH 13" REFLECTIVE SILVER SLEEVE. CONTRACTOR SHALL REMOVE ALL TEMPORARY TRAFFIC CONTROL AND TEMPORARY SIGNING UPON COMPLETION OF DAILY CONSTRUCTION, AND RESTORE SIGNING AND STRIPING TO CONDITIONS SHOWN AS EXISTING. (FOR TEMPORARY DAILY LANE CLOSURES). SEE CALTRANS STD. PLANS A20 (A-D) & A24 (A--E) FOR STRIPING DETAILS. SEE CALTRANS STD. PLANS TIA, T1B & T2 FOR TEMPORARY CRASH CUSHION ARRAYS. TRAFFIC CONTROL CONES (28" HIGH) WITH DOUBLE BASES MAY BE USED IN LIEU OF TUBULAR DELINEATORS FOR DAILY OR SHORT TERM CONSTRUCTION ACTIVITIES. CONSTRUCTION PAVEMENT REMOVAL AND RECONSTRUCTION AND PAVEMENT OVERLAY OUTSIDE CONSTRUCTION AREAS SHOWN ON THE PLANS SHALL BE BY SINGLE LANE CLOSURE AS DIRECTED BY THE ENGINEER. STEEL PLATES OR A MINIMUM OF 4: 1 SLOPE SHALL BE MAINTAINED FOR OPEN EXCAVATIONS DURING NON-WORKING HOURS. "STEEL PLATES AHEAD" SIGNS SHALL BE PROVIDED AT ALL TIMES. A TRAFFIC CONTROL PERMIT MUST BE OBTAINED BY THE CONTRACTOR FROM THE CITY OF NEWPORT BEACH AT LEAST 48 HOURS PRIOR TO BEGINNING WORK . TEMPORARY CONSTRUCTION ACTIVITY WITHIN THE TRAVEL WAY SHALL BE LIMITED TO THE HOURS BETWEEN 9:00 AM AND 3:00 PM. ALL EXCAVATION WITHIN THIS AREA SHALL BE COVERED WITH STEEL PLATES FROM 3:00 PM TO 9:00 AM. A MINIMUM OF ONE TRAFFIC LANE SHALL BE MAINTAINED THROUGH THE INTERSECTION AT ALL TIMES FOR EACH DIRECTION. LEFT TURNS MAY BE PROHIBITED DURING INTERSECTION CONSTRUCTION AS DIRECTED BY THE ENGINEER. T. THESE TRAFFIC C(lllTROL PLANS SHOW TRAFFIC CONTROL DEVICES FOR LONG TERM TRAFFIC CONTROL FOR CONSTRUCTION LIMITS SHOWN. IT IS TI-E CONTRACTORS RESPONSIBILITY TO CONFORM TO SHORT TERM TRAFFIC CONTROL REQUIREMENTS IN ACCORDANCE WITH CALTRANS "MANUAL OF TRAFFIC CONTROLS". SHORT TERM TRAFFIC CONTROL AND CHANGES TO THESE PLANS DURING CONSTRUCTION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY CITY OF NEWPORT BEACH TRAFFIC ENGINEERING DIVISION AND/OR CALTRANS. U. USE AND PLACEMENT OF FLASHING ARROW BOARD SIGN(S) SHALL BE AS DIRECTED BY THE ENGINEER. ALL TRAFFIC TRANSITIONS SHALL UTILIZE ARROW BOARDS . V. FLASHING BEACONS AND/OR WARNING LIGHTS SHALL BE USED ON CONSTRUCTION BARRICADES AND AS DIRECTED BY THE ENGINEER. IV. CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR STRIPING TAPE, PAVEMENT MARKINGS AND RAISED MARKERS WHERE SHORT TERM USE WILL OCCUR (24 HOURS OR LESS), OR AS SHOWN ON PLANS. X. ALL TRAFFIC SIGNAL MODIFICATION WORK SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, DATED MAY 2006, AND THE SPECIAL PROVISIONS. SUGGESTED STAGE CONSTRUCTION SEQUENCE: STAGE 1: REMOVE EXISTING RAISED MEDIAN ISLAND AND CONSTRUCT PAVEMENT IN PLACE. (OFF-PEAK WORK ONLY) STAGE 2A: CONSTRUCT IMPROVEMENTS ON NORTH SIDE OF SAN MIGUEL DRIVE BETWEEN AVOCADO AVENUE AND MACARTHUR BOULEVARD. STAGE 28: CONSTRUCT CURB RETURNS ON THE N/E CORNER OF SAN MIGUEL DRIVE AT AVOCADO AVENUE AND N/IV CORNER AT SAN MIGUEL DRIVE AT MACARTHUR BOULEVARD. (OFF-PEAK WORK ONLY) STAGE 2C: CONSTRUCT CURB RETURN Al>O STREET IMPROVEMENTS ON THE N/W CORNER OF SAN MIGUEL DRIVE AT AVOCADO AVENUE. (OFF-PEAK WORK ONLY) STAGE 3A: CONSTRUCT CURB RETURN ANO STREET IMPROVEMENTS ALONG THE SOUTH SIDE OF SAN MIGUEL DRIVE EAST OF AVOCADO AVENUE. CONSTRUCT (OFF-PEAK ONLY) NEW DRIVEWAY AT AVOCADO AVENUE AND FARALLON DRIVE. STAGE 38: CONSTRUCT CURB RETURN AND STREET IMPROVEMENTS ALONG THE SOUTH SIDE SAN MIGUEL DRIVE WEST OF AVOCADO AVENUE. (OFF-PEAK WORK ONLY) STAGE 4: CONSTRUCT NEW RAISED MEDIAN ISLAND AND STREET IMPROVEMENTS ON SAN MIGUEL DRIVE BETWEEN AVOCADO AVENUE Al>O MACARTHUR BOULEVARD. (OFF-PEAK WORK ONLY) TRAFFIC SIGNAL NOTES: GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 1. CONTRACTOR SHALL COORDINATE WITH THE CITY OF NEWPORT BEACH TRAFFIC ENGINEERING DEPARTMENT AT (949) 644-3311 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO WORK AFFECTING ANY TRAFFIC SIGNAL WITHIN CONSTRUCTION AREA. C(lllTACT CITY OF NEWPORT BEACH TRAFFIC ENGINEERING DEPARTMENT FOR TRAFFIC SIGNAL OPERATIONAL CHANGES, WHEN TRAFFIC LOOPS ARE DAMAGED, OR FOR TRAFFIC CONTROL CONDITIONS NOTED ON THE PLANS. 2 . CONTRACTOR SHALL MAINTAIN EXISTING SIGNAL OPERATION AT ALL TIMES. CONTRACTOR SHALL REPLACE LOOP DETECTORS AT ALL LOCATIONS WHERE THE EXISTING LOOP DETECTORS ARE NOT IN THE CENTER OF THE LANE. CONTRACTOR MAY USE VIDEO DETECTION DURING CONSTRUCTION UPON WRITTEN APPROVAL BY THE ENGINEER. TC-1 E 0 st' I.() 0 -----.. <I) 0 ----.. I.() 0 -0 ----.. o._ "' C 0 L >-- ---------------,..--------------------..---------------------------..r----------..r----------,Tl-... -..,-;------~ g PLAN PREPARED BY: R E V I S I O N S APPROVAL RECOMMENDED SAN MIGUEL DRIVE STFu:c, IMPROVEMENTS s ■ ■ II CONSULTING MARK J.SP PLANNING ■ DE!!IIGN ■ CONSTRUCTION -" 949.472.3505 '14725 ALTON PARKWAY IA'IINE. CA1..FOANA 926'6-2027 FAX 949A72.8J22 • www.RBF ,eom DATE: 05/06/10 r--- ~ STAGE CONSTRUCTION PLAN ~ SENIOR CIVIL ENGINEER Tl11.E SHEET ;; NO. lllf11AL DESCRIPTION Dr.TE APPi) ~k-~ DATE 5/?-/a=:> o J---+-+--------------+---+---Ecoc="'s1c=NE~D '-'Ge.LT :::;:o"'""RA=WN-:---GT-t--c-,rv-o_F_N_EWP __ o_R_T_B_EA_C_H--.--'.R=---s:--9=-=g=-=5-=--=s-. i l---+---+------------------+---+-----lt:CH:;:-;E;:;:C::-:;KE:;;-D--"M-JE-!-::-DA:--::lE;,-0-5_0_6-----11 PUBLIC WORKS DEPARTMENT SHEET 18 OF 33 -; 10' S/W 6' B[KE LANE 11 ' 11 ' 10· ---7.. ___________ _ PffiTABLE DELINEATORS (CONES) WORK ZCH: 10' 4' REMOVE RAISED ISLAND TRAFFIC CONTROL PLAN NOTES: FOR TRAFF[C CONTROL GENERAL NOTES, SUGGESTED STAGE CONSTRUCT[ON SEQUENCE, LEGEl'O ANO CONSTRUCTION NOTES SEE SHEET TC-1 . 1 W20-1 40 0 ~ ~ ,w I ~.__ __ ____ SCALE: 1 "=40' SECTION A-A OFF-PEAK NTS 10· I 1 G20-2 10 • 1 1 ' 11 ' 6' 10 ' 10' 6' 11 ' B[KE S/W S/W BIKE t t LAI-E LANE -~ 11 ' 10' 10' 4' 10' I ~ 10' 11 ' t 11 ' t 6' B[KE LAI\E 10' S/W ____________ _r------7..-------------~~#~~~ _____________ _r--- PffiTABLE DELINEATORS (CONES) I , -1 1 E R28(S)(CA) R81(CA) R28(S)(C R81(C 1 G20-2 PORTABLE DEL!NEATORS (CONES) BAO<FILL WITH STEEL PLATES SECTION A-A PEAK HOUR NTS MACARTHUR BOULEVARD II i I I I I ' I i I 1 I I I I w -1 1 I L-------- ' --;;;~../-,,-,_.,..J..;::::,.,j ,..._ • /'1\I!:::: I I 4Jj ,[J, ,[), I I . I n G20-2 1 W20-1 1 GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 z -< 0:: f-3' E 0 If) • If) ·'--<.D 0 ----L{) 0 0, " -0 "' 0 0 I u (fJ I f'-'<t 0 f'-/ '" "' 0 .,-, (fJ / > -0 / "" o_ m C STAGE 1 TC-2 ~ r---------r------------------"T"------------------------r--------------------------1§ PLAN PREPARED BY: R E V I S I O N S APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS ~ )· 'IC 69921 Exp. 09-30- lVI . . " CONSULTING MARK J. ESOS\TO ?LANNING ■ DESIGN ■ CONSTRUCT I O N _,, 949.472.3505 14725 ALTON PARKWAY IRVINE, CALFORNIA 92618-2027 FAX 949.472.8122 • www.fl8F.com DATE: 05/06/10 f'- t-NO..:..;__l-"IN-"'nw.=-j-------'D=-=E=-=8-=-C:.::Rlc:_PT.:_:l-=-ON::__ ____ -+----=~=;n;:.._+-APP'D:.:..:..:C--1 cBfi;...._--~ SENIOR CIVIL ENGINEER STAGE CONSTRUCTION PLAN ; • / RCE No. 65241 _:;::. t--t---i----------------+---+---l-""DA=TE==~==-?-...:....,/P-=-:-=-------11------------,--=------:------,---1 _;=: t---+---r-------------+--+---IDESIGNED GT DRAWN GT CITY OF NEWPORT BEACH R-5996-S i l---l--l----------------1---1-~--tcCHHiECECK:KEE'oD--'-t.tJ-E toiAATErr0-5-05-41 PUBLIC WORKS DEPARTMENT SHEET 19 OF 33 -; / E W20-1 TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GEJIERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEND AND CONSTRUCTION NOTES SEE SHEET TC-1. 40 I ~ 13+16 JON 12+50 JOIN E G20-2 i l I I ' l I~ AVOCADO AVENUE MACARTHUR BOULEVARD -/4 • '// /~/ r; II I; V ., ' I A w -, I Ill 1! IE I 1~, I I I .--lr-"'111 I I I . ._ ;' ..,.,,,.J • ' I ' I I t I ' I ' I l I ✓-~1/ ! I II -/-7 G20-2 E ///// • ::---::---1 ::-' / ::------1 ,,__ ' / ~E~~~ NNN-- / . ~~~, /1/ . ._, .::. ::, .:: .::. ..:: _ ;s , ~~RIVE ~ ,/~1~w I '·, ~73.66 / i -.~, I \ C)t ;~---t • . .. . :J ') -~= ' •••.•. : ./=8Q(f/ /rrs;<-;"J"n'T'~ I • --I I . 7 . -- -• . . . . . -. ·~ '"j:· ~~-fa 'l--"-ll! 1 t"R1 t 1 ...._,,~ ---1 fj I ~ li::f.:---l--.1 I. J0;:1f/i I / , . 1 /lJ, I I /' j I 1, I /• f I II 1_ 111 fl / f I 1n:r--_n 11/ I I~ L Ill E R61 (MOD)(CA) I'll TYPE I V(L)(TYP) 5. 4 Lt / 0 20' SPACING 1 (TYP.) 22 E R28(S)(CA) R81(CA) R28(S)(C R81(C E G20-2 I I G20-2 E • \--\. \ 'l-·_;,. _,,,// -~~o.·~~ .1 ~-t:;? ~(>o' ') E R200-1(CA) R28(CA} ~~-l E R3-7 I W20-1 E /' // '$ OCTA E R2-1(40) R28(CA) GASS Construction Company Inc. 1401 Wamer Avenue, Suite B Tustin, CA 92780 0 -.. <D 0 ._ '1) 0 -0 / STAGE 2A "' tL '" C TC-3 l r--------~-----------------.,.-------------------------.---------------------------1-,::;- Pl.AN PREPARED BY: • ■ • CONSULTING MARK J. ESPSIT PLANNING ■ 949.472.3505 DESIGN ■ CONSTAUC:TION 14725 ALTON PARKWAY IRYINE, CAI....FORNA 92618-2027 FAX 949.472.8122 • www.RBF.com DA TE: 05/06/ 10 REVISIONS APPROVAL RECOMMENDED NO, INIT1AL DESCRIPTION DollTE APPi) (B),8- SENIOR CIVIL ENGINEER SAN MIGUEL DRIVE SlREET IMPROVEMENTS STAGE CONSTRUCTION PLAN o ..: u / " " 0 " 0 -0 -RCE No. 65241 t--t----1-----------------l--+---l-=cDA:,;:TE"'=5::.,/_-=,.:..,/c:,'""'=7=c-----1l-------------.------l3 i----t---t-----------------l--f-----lDESIGNED GT DRAWN GT CITY OF NEWPORT BEACH R-5996-S i l--l----l----------------i---l---tocHiE<Ec:i(KErno--"M-'-JE1110A;i;rTEf"0_5 _06--'---11 PUBLIC WORKS DEPARTMENT >-SH-E-ET_2_Q~o~F -3=3--1-; 10' 16' 12' 11 ' 12 ' S/W ~ t ----, ._ _____________ T __ 10· 16' S/W SECTION A-A OFF-PEAK NTS 12' 11 ' ! SECTION A-A PEAK hour NTS E W20-1 TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GENERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEND AND CONSTRUCTION NOTES SEE SHEET TC-1. SCALE: 1 "=40' 18' t 120 I WORK ZONE S/W ---f7ZZZ72J PORTABLE DELINEATORS (CONES) .....,~ .7 ;' I!"'-. I lJ I /11.t ' ! PORTABLE DELINEATORS (CONES) R3-:ii -R28(CfJ1 E / / { I R3-RZB(C 9-3a I I ✓ -.......i f ,, SAN MIGUEL DRIVE MACARTHUR BOULEVARD • • J j I i WORK ZONE 10' 13' 4' 12· 12· 12' S/W I ~ l vk7VYJ---~----------------0 l1 I r---WL I I I '#120-1 E I I - SECTION B-B OFF-PEAK NTS PORTABLE DEL!NEATORS (CONES) I , I 8 R3-7 ~ R28(CA) E 0 0 0 I B 0 • • G20-2 E • r R200-1(CA) R28(CA} 13' SECTION B-8 PEAK HOUR NTS E OCTA G20-2 E 4' 12' 12' 12· GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 E 0 (£) '° "' a: lCJ st 0 0 I u (/) I r--st 0 r--,/ 0 "' a .,., (/) ,/ > -0 / "' Q_ m C STAGE 28 TC-4 ~ ..---------,r-----------------,-----------------------------------------------~-;::;- Pt.AN PREPARED BY: • • • CONSULTING MARK J. ES PLANNING ■ 949A72.3505 DE.SIGN ■ CCNSTRUCTIDN 14725 ALTON PARKWAY IRVt,IE, CAL.FORNA 92618-2027 FAX 949.472.8122 • www.ABF.com DATE: 05/06/10 REVISIONS APPROVAL RECOMMENDED SAN MIGUB. DRIVE STREET IMPROVEMENTS r-'NOc.c' -+'INITW.~+--------=-:DE:_:Bc::.C:..:cRlc:..PT,:.,:.l,::,,:ON::..._ ____ -l-..=DA::.::.:rE=---1-=.»,:.,:F D:. __ tc'BJ.~~~22~===---I SENIOR CIVIL ENGINEER STAGE CONS1RUCTION PLAN 0 < u / r--st 0 " 0 RCE No. 65241 ~ DATE S /-:,.. tO ~ ... t-_-_ 7~r -_ -_ -t-t -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --1--1---_ -_ -_ --1...j -_ -_ -_ -__:D"',EC,::SIGNc,,.E,,!::D"-'--'Ll.;:,DR::::.A_WN~--+-------------,-------1.,.. GT GT CITY OF NEWPORT BEACH R-5996-S .g l--jf--+---------------l----1--.....lcCHHiEcEciFKE'no ----"'MJE'--tiDiAATEii:'0-5-0---'6'-'-11 PUBLIC WORKS DEPARTMENT .-s-H-EE-T 2_1_o_F _3_3__,; 10' S/W 6' BIKE LANE 12' 12' VARIES 12' I t ---7_ __________________ _ " ~' '-- " i--Q. SECTION A-A OFF-PEAK NTS • <'>--,...____ • 0 ',. 1 l-!R,::::3__:-4::,_,.,- 0 20' SPACING I (TYP.) R9-3o 1 R9-3b{R) E G20-2 --7 I I I I I TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GENERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEND AND CONSTRUCTION NOTES SEE SHEET TC-1. 40 0 40 80 I WORK ZONE 1 C30(CA) ... ·-l.._ () ...... . ...... " . ~ ;J A {L lf j I j I, I I ~f I~ 120 ------SCALE: 1 "=40 ' l I -7 /,, ;fl /I I • • "' l!!I -E R61(MOD)(CA) E R28(S)(CA) R81(CA) SANMIGUELQFUYE I R3-7 R28(CA) E ~ R28(S)(CA) E. R8l(CA) E G20-2 I MACARTHUR BOULEVARD I j ~o I r I 0 G20-2 E I W20-1 E 10' 6' S/W BIKE LANE 12' ~ OCTA E R2-1(40) R28(CA) 12' ---~----------- SECTION A-A PEAK HOUR NTS 20' SPACING I (TYP.) VARIES I 12' t t PORTABLE DELINEATORS {CONES) GASS Construction Company Inc. 1401 Wamer Avenue, Suite B Tustin, CA 92780 E 0 " LO " (0 0 " LO 0 a, "' " U) 0 0 I u (/} I " " 0 " .,, <1) 0, a ~ (/] / > -0 / "' (L m C STAGE 2C TC-5 ~ r--------T"'"-----------------,--------------------------------------------------1"6 0 PLAN PREPARED BY: ■ ■ ■ CONSULTING MARK J. ESSITO PLANNING ■ 949.472.3505 OE.!!IIGN ■ CONSTRUCTION 14725 ALTON PM'¥..WAY IFMIE, CAI....FORNIA 92618-2027 FAX 949',472.8122 • www.RBF.com DATE: 05/06/10 REVISIONS NO. INITIAL DESCRIPTION 111\TE APPROVAL RECOMMENDED SENIOR CIVIL ENGINEER RCE No. 65241 SAN MIGUEL DRIVE S'IREET IMPROVEMENTS STAGE CONSTRUCTION PLAN < u / " " 0 " 0 / l--f---f-----------------4---1----J.~DA~TE~';;;;u_±:./.;'~Dc2_ __ --l------------------1.3 t---+-+---------------1--1----IDESIGNED GT DRAWN GT CITY OF NEWPORT BEACH R-5996-S i t---t---t-----------------+---1---t'c=HE=CK=rn,---cMc;...JE-+--oA-TE~o-5-06-=-1-1 PUBLIC WORKS DEPARTMENT SHEET 22 Of 33 ; TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GENERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEND AND CONSTRUCTION NOTES SEE SI-EET TC-1 . 40 I SCALE: 1'' ~40 ' 0 0 W4-2(R I W20-5(R) 1 FAS 1 350' W20-1 I 320' Trans O 0 0 0 ( 12') ( 14' ) 30100 ( 14') - ( 12') -· -· ' SAN MIGUEL DRIVE <!= __ <:= ,j)'-12' ~ ~ SAN JOAQUIN HILLS ROAD \ ~ \ GASS Construction Company Inc. 1401 Warner Avenue, Suite e Tustin, CA 92780 E 0 al • u) 6 ~ '--.. <JJ 0 '--.. 1fl 0 '" " tJ (J) 0 0 I vl I r--" 0 r-- / " a, 0 +' (J) / > -0 / "' CL "' C STAGE 2C T~ ~ r---------,--------------------,------------------------------------...------------------1-[; Pl.AN PREPARED BY: ■ ■ II C □NSULTINl3 MARK J. ESOSITO F"LANNING ■ 949.472JJ505 DESIGN ■ CONSTRUCTION 14725 ALTON PARKWAY IRVif'E, CALFOAW. 9:2618-2027 FAX 949.472.8122 • www.RBF,com DATE: 05/06/10 REVISIONS APPROVAL RECOMMENDED NO, INITW. DESCRIPTION DAlE -~~ i----i---i-------------------1-----=---1-"'-'-'"--lu;;-o--- SENIOR CIVIL ENGINEER RCE No. 65241 SAN MIBUEL DRIVE STREET IMPROVEMENTS STAGE CONSTRUCTION · Pl.AN 0 <( u / r--... 0 r--O l--l---l------------------+--+...--l~DA~TE~?£'2::i.$t=~~-~f--------------,--------1:S t----t----t-----~----------+---<---IDESIGNED GT DRAWN GT CITY OF NEWPORT BEACH R-5996-S .g l--l---l------------------+--+----ICHE'CKE1J:..;._lnATF_.=..c.....i 1-~---'=c-~~-1 CL CHECKED MJE DA TE 05 06 1 PUBLIC WORKS DEPARTMENT SHEET 23 OF 33 -;; / / E W20-1 1 W20-5(BIKE) TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GENERAL NOTES, SUGGESTED STAGE CONSTRUCT ION SEQUENCE, LEGEND ANO CONSTRUCTION NOTES SEE SHEET TC-1. 12+48.55 BC 18 .18 Lt JOIN R9-3o 1 R9-3b(L) -~,,.,......, "7 ./ c., E G20-2 --7 I t I /;, R3-7 R28(CA) E 16+60 0 20' SPACING (TYP.) 0 20· SPACING l (TYP. 0 100' SPACING WITH C27(CA) SIGN (TYP.) .1, R28(S)(C R81(C E G20-2 W4-2 E I I MACARTHUR BOULEVARD w ~ I 1• , I I -1 i ' I I I I I /¾> ¾> I I I I ' I E I I T I~ I'¾ J._ ' I ' ' j I ~ ~~ I C E R200-1(CA) R28(CA} H----1 E R3-7 W20-1 E / / OCTA E R2-1(40) R28(CA) • ///4 / // / /' ) ' GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 z <( "' f-"' E Q. st 0 N - en "' TI r---g , u (/) , "' st 0 r---/ (I) en 0 ~ (/) / > -Cl / "' Q_ (fl C STAGE 3A TC-7 i r--------,------------------"T'"-----------------------~..---------...-------------------4;6" PLAN PREPARED BY: • • • CONSULTING MARK J. £SOS PLANNING ■ 949.472.3505 DESIGN ■ CONSTRUl::TIDN 14725 ALTON PAPJ<WAY IRYINE, CAI..FOFNA -92618~2027 FAX 949A72.8122 • www.ABF.com DATE: 05/06/10 REVISIONS NO. NITiAL DESCRIPTION DATE APPi) APPROVAL RECOMMENDED SENIOR CIVIL ENGINEER RCE No. 65241 SAN MIGUEL DRIVE STREET IMPROVEMENTS STAGE CONSTRUCTION PLAN Cl <( u / r--st 0 r--- 0 / t--t----1----~------------+--+----l-cc=DA'c'TE~,S,u_c'+r..t:.4~"=0::,,,,.,----+-------------,-------I o r---t--t---------------+---+----1!-c0=ES=IGN=ED~GT_0~RA~WN __ GT-c1TY oF NEWPORT eEAcH t--R_---:5_9_96-~~s-1 i t--i------1-----------------+--+--~CHECKED MJE DATE05 06 1 PUBLIC WORKS DEPARTMENT SHEET 24 OF 33 -; WORK ZONE 10· 11 ' 11 ' 10' 11 ' 11 ' 10' 10· S/W I S/W t t ----,__ _____ _ -----------~----fo/ZZZZ~ SECTION A-A NTS -- TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GEJIERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEND AND CONSTRUCTION NOTES SEE SHEET TC-1. 40 0 40 E R28(CA) 2.6+00_ T-~-~--~ 1 w20-1 • 120 I ~ ---SCALE: 1 "=40' PORTABI..£ DELINEATORS (CONES) G20-2 1 ( 16 ') 27+0Q + (11') -·r (10')$' ( 11 ' ) --2EHllO <11:i I E R28(CA) J Cl 2 +o o" I 'F I --/,;,. ~ _(TYP.) 1 1 1 ' 0 0 0 'Hf 27+60 A \ \ -1\1&,1-t----, E R28(CA) 28+65 . 12 -+--,~" ~ • 10 ® E R28(CA) Cl 10 (TY . 0 10+75 0 11+85 0 E R28(CA) 350' R28(CA) E AVOCADO AVENUE W20-1 1 E R28(CA) • GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 STAGE 3A TC-8 z <( Cl:'. f-"' E a. "' N N ~ "' " ?J co 0 0 I vl I r--" 0 r--/ (I) en 0 +' (/) / > -0 / "' o_ "' C " L f-...---------r--------------------,i-----------------------------,...----------,...-------------------1"§ PLAN PREPARED BY: R E V I S I O N S APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS ~ PL.ANNING ■ DESIGN ■ CCNSTRUCTlDN ~ 14725 ALTON PARKWAY IRWIIE, CALFORNIA 92$1$-2027 949.472.3505 FAX 949.472.8122 ■ www.RBF.oom ~-~, ~ _$ DAT£: 05/06/10 MARK J. ESP SITO NO. INl1W. DESCRIPTION 0-'TE SENIOR CIVIL ENGINEER RCE No. 65241 STAGE CONSTRUCTION PLAN r--" 0 r--0 ~ 0 ~ / t---+---+--------'--------------+----+--¼D==A=TE==S~I+-',',o~cc:----t-------------,--------t.:; t---t-----t----------------1--l--------lDESIGNED GT DRAWN GT CITY OF NEWPORT BEACH R-5996-S i l---l---j~---------------1--+---focHiEiECK:iEEiio:--'M-'-JE---tiloAATTEE0_5_0~6-11 PUBLIC WORKS DEPARTMENT SHEET 25 oF 33 -; WORK ZONE 12' 0 100 ' SPACING 1 WITH C27 CA) SIGN (TYP .) 12· VARIES I 0 ----0 1 @ 20' SPACING (TYP.) t t 6' BIKE LANE VIZZ6+----..c!=p~ ------------------~- SECTION A-A OFF-PEAK PORTABLE DELil'IEATORS (CONES) NTS R28(CA) E i-+-~'1.~ 12· 12 ' 'i"' ,, • ,, • ,:~ I ~ t t LN£ / ----------- PORTABLE DELINEATORS (CONES) ___________ _r-T SECTION A-A -PEAK HOUR NTS R28( CA) E 1-,i-Poll ~ I -•--1 i TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GENERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEND MO CONSTRUCTION NOTES SEE f/11' I SHEET TC-1 . 0 40 80 120 SCALE: 1 "=40' 1/1 I I /I !1 / 'It ! .0 8(CA) 1/ ff I 'l t 28(CA) 29 r -m ~ (11') =:> VAR =:> "' MACARTHUR BOULEVARD t .... ,..-1 .. • I l 'fr 'fr 'fr I ',A ' / cc;, \'I- t? ,o· ~ ~ ', ' , ~ ........... 1 , ' , , ' ,T PE N~t , .,,,. --1~1-:--®-'', S? i . ', ';;j , ), ~ \ ~II -----E ~~~cl~ CA) ------___,,-·--- -_____ -,----~ <i\i . ,--., ,--., ~-\:IE_E, R28(S)(CA) E f-+--etl•I ~ R81(CA) 1 G20-2 t -0, -0, -0, . . -"" "' "' -~ ~ ~ -~ ~ ~ ~ 'fr .... w20-1 1 R28(CA) E ~T "' •1 ~ 'i'\) C,p "' "' ,,j_ 0 E R200-1(CA) 0 R3-7 ~1 I \1 I I ' I I I ' r .. ""' R28(CA) E R81(CA) / /ff / / _,,,,r ,,/1,. ~/ ~/ / / / GASS Construction Company Inc. 1401 Wamer Avenue, Suite B Tustin, CA 92780 E 0, "' N N - I 0 ~ ----~ ---LI) 0 -0 / "' (1, "' C Tc-9 i ..---------------------------,--------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 £ 2 ;! r-~ R SENIOR Cl'IIL ENGINEER--• STAGE CONSTRUCTION PLAN ;; STAGE 38 PPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENfS PLAN PREP PL.ANNINGi ■ DESIGN ■ CONSTRUCTION REVISIO DATE 14725 ALTON p1i,~WAY ""1NE. C;.LFOfiMA ..... -2027 949.472.3605 FM 949,472.8'122 • www.RBF.com ~.~ 4-~ DATE: 05/06/10 MARK J. ES OSITO RCE No. 65241 / t----\--t----------------l---+---.i..cD::;,A T : , : E - - , - . : ' o " ' - - 1 - / - = ? - : : r . f ' / c ; : 0 : : : . _ __ .._ __________ ,--------1 o t:,-=.-=.t-=.-=.1-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.- = _ - : , , - : _ _ - : _ _ - : _ _ - : , , - : , , - : , _ - : , _ - = _ - : _ _ - : , _ - : , _ - : _ _ - : _ _ - : _ _ - = _ t - : _ _ - = . - = _ i - = . - = . - = . j O ' o E s i E C i G K F N E n o -'G"-r --truoRiTFA WN,--_;:G:.:..r 7 CITY OF NEWPORT BEACH R-5996-S } CHECKED MJE 0ATE05 06 1 PUBLIC WORKS DEPARTMENT SHEET 26 Of 33 -;;- DESCRIPTION NO. INl1W- ~~' ' "' ', "' ,, 1 W4-2(R) ~ 1 / // //// /, TRAFFIC CONTROL PLAN NOTES: F"OR TRAF"FIC CONTROL GENERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEIIO AND CONSTRUCTION NOTES SEE SI-EET TC-1 . 40 0 40 80 G20-2 1 ~~ // ~ ./ ~ 120 ------SCALE: 1 "=40' 0 20' SPAC[NG .---,. ____ _, 1 (TYP .) SAN MIGUEL DRIVE R2-1(35) E R28(CA) 0 100' SPACING WITH C30(CA) SIGN 1 0 200' (TYP.) \\-,-I -"O 25' SPACING 1 (TYP.) GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 z < Cl:'. >--"' cr, "' " 0 -0 I bl I r--..,. 0 " / <lJ cr, 0 ~ (/) / > -0 / "' CL "' C STAGE 38 TC-10 i .---------y--------------------,--------------------------....----------.------------------1() PLAN PREPARED BY: • • • CONSULTING MARK J. ESPSITO PL.ANNING; ■ 949.472.3505 OE.SIGN ■ CCNSTRUC::TION 14725 ALTON PARKWAY IR\IINE, CAL.FOFINIA 92618-2027 FAX 949.472.8122 • www.RBF.eom DATE: 05/06/10 REVISIONS APPROVAL RECOMMENDED NO. INfTW. DESCRIPTION DAlE APP'O ~ a---i---i-------------------+-=-=--1--:.::.:..;'-1~--- SENIOR Cll/ll ENGINEER SAN MIGUEL DRIVE STREET IMPROVEMENTS STAGE CONSTRUCTION PLAN 0 < u / " ,,. 0 " 0 -0 RC£ No. 65241 t--t--t-----------------+---l----l-:"DAcc:TEcc=Sc".L-":;,.:L.;.,,=~~---ll--------------,-------1,;; i------t---t-----------------+-----jf----lDESIGNED GT DRAWN GT CITY OF NEWPORT BEACH R-5996-S { l---l--+-----------------..J.---l---tCHooEc:i<iKE~o-"-M'-JEIDioAITiTE'o-5 -o--'-6 -14 PUBLIC WORKS DEPARTMENT SHEET 27 OF 33 ,; ' 10' 6' 11 ' 11 ' 10 ' S/W B[KE LANE ~ ~ ---._ ___________ _ PORTABLE OELINEATORS (CONES) WORK ZONE 10' 10· I REMOVE RAISED ISLAND E W20-1 TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GENERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEN:J AND CONSTRUCTION NOTES SEE SHEET TC-1. 40 0 40 "-"- I ~----SCALE: 1 "=40' 1 0 25' SPA (TYP.) 120 I SECTION A-A OFF-PEAK NTS (TYP .-}_ 0 100' SPACING 1 WITH C30(CA,) SIGN 0 200' (fYP.) 10 ' 11 ' 11 ' t PORTABLE DEL!NEATORS (CONES) t 6' B[KE LANE - , I 10 ' S/W J; <I a ~, I 7 5-i-oo ~ .@ 1 R4-7o . , . , l a a I , 1 10' 6' 11 ' 11 ' 10' S/W BIKE LANE ~ 10· 10· 11 ' t 11 ' t 6' BIKE LANE 10' S/W ----,_ ______________ _ AVOCADO AVENUE - - - (11') <:= (11') <:= -··- CING TYP.) ~ .. 111:1 ill F PORTABLE OELINEATORS (C01'£S) 0 10' SECTION A-A PEAK HOUR NTS MACARTHUR BLOUEVARD I \tJ I /0 i i I 820-2 E ' • I / / .----, ,J_ / :,:: / R4~7~ • . ,', ·, / R4-71r7 • 1-1J!,...""' _....-,1 1 , , . • · ,, ,TtPE N~i-)t._S . ' <._\'/.. ..... ,g·+oO • • • /l / ~ • , \ ' ii~ o ---~-:,a ·---~·r --.-.--=----;::_I=-· . ® -~-•• I ' •• '. I"') - W20-1 E / / ~/ GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 ....._ <D a ....._ if) a --a I ~ I ...... v a ..... ./ <V "' 0 ~ . J1 > -a ./ STAGE 4 "' 0.. 01 C: TC-11 ~ ---------,-------------------r----------------------------------------------------1£ Pl.AN PREPARED BY: ■ ■ II CONSULTING MARK J, ESOSI PLANNING ■ 949.472.3505 DE.SIGN ■ CONSTRUCTION 14725 ALTON PARKWAY IFMNE, CALFORN!A 92618-2027 FAX 949.47:2.8t22 • www.RBF.com DATE: 05/06/10 REVISIONS NO. INITIAi. DESCRIPTION ~11! APPi) APPROVAL RECOMMENDED SENIOR CIVIL ENGINEER RCE No. 65241 SAN MIGUEL DRIVE STREET IMPROVEMENTS STAGE CONSTRUCTION PLAN a sr u ./ ..... st a ..... a J--t--___,jf---------------_j __ __j_ _ __J~DA~TE~5l:"#J,1~C>2._~--l------------,-------J2 l----+--+---------------IL._-J.----1 .... D_Es_iGN_ED_GT-+-D-RA_WN_._GT__, CITY OF NEWPORT BEACH R-5996-S { t---t----1i------------------l---+----I CHECKED MJE DATE05 06 1 PUBLIC WORKS DEPARTMENT SHEET 28 OF 33 -; I 2BAGSH H LNLESS OTHERWISE SHOWN ON PLAN GRAVEL BAGS _,;;1;;1;1;,;;s:s:•;1[ TYPICAL SECTION TYPICAL ELEVATION GRAVEL BAG DETAIL N.T.S. LGUTTER LIP ~----,fi.r-~~t-.rt-ze-ABRee:EEk-] __,:;,-,:__ CURB FACE INSTALL FILTER FABRIC AROUND CATCH BASIN OPENING INLET PROTECTION N.T.S. LEGEND •"> • • • -=c=•· GRAVEL BAGS GRAVELT~S SEE DE1_L HEREON R/W -- I J 20 I /-..._ I ...... ...._ J --- ,-;:---- / ---~----_ ---- ---------------------- 10 0 20 40 60 ~ -~--J1--1 SCALE: 1 "=20 ' -=-----··-----~ --- --~.;;.. __ _ ff --- I I I I '---------------::-R/--;-W-------------~ 12+00 ------ R/W ----------- I i I ! 13+0Q ---------- I I T I I I 91 §' i6 y \\ 14 z <( O' f-a= E CL 00 N 01 - I ---~ -------------l r_---------I PLAN PREPARED BY: • • • CONSULTING \ ---------- \\ -0 0 I u w I "' st 0 "' / - ----------,-------~ ' I I 0 L +-' C 0 u, C 0 \ PLANNING ■ OE91GN ■ C:CNSTRUCTION 949.472.3505 14725 ALTON PARKWAY • IAvtE, ·CALFOfNA 92618--2027 FAX. 949AY2.8122 • www.RBF.oom DATE: 05/06/10 NO. INITIAL I 0 T I I I ·-U) G S Construction Company In 2 1401 Warner Avenue, Suite B ;':!- Tustin, CA 92780 :'. 0 / .. n_ U) C EC-1 ~ ~-..... .twJ~ ..... -------.....li......l.:.J. __ ...., ____ ~------...Ll~_J~~-__;_------==-=..ig R E V I s I o N s APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS 3 DESCRIPTION IJijl,TE APP'O R IPAL CIVIL ENGINEER SAN MIGUEL DRIVE EROSION CONTRa. PLAN / " ;;; " 0 RCE No. 56960 t--t--t-----------------J----1----l~DA~T~E =-~5:.:._'71..:.-:;i~~o~-,----l--------------,------l,;;- t---t--+---------------l--~--la..,,D=ESl=GN=-ED=LK/Rr..:.::K"-+=-,DR=AWN,.....--.....::WT-'---I CITY OF NEWPORT BEACH R-5996-S i t--t---t--------------------L--..J__.......fCHECKED LK DATE05 06 1 PUBLIC WORKS DEPARTMENT SHEET 29 OF 33 -; 2 BAS HIGH UNLESS OTHERWISE SHOWN ON PLAN GRAVEL BAGS ~ --'i*i*i*XS i i i [ TYPICAL SECTION TYPICAL ELEVATION GRAVEL BAG DETAIL N. T.S. LEGEND ·• •:•:-:-:,;, •• GRAVEL BAGS I FARALLON DRIVE I! /~~ N 10 l w o I 0 ~ I I \ i I ( I \ I \ \ I \ I 1 GASS Construction Company Inc. 1401 Warner Avenue, Suite B Tustin, CA 92780 E a. <D n N - 0, " ,::, N 8 I u w I r---,,. 0 r--- / 0 C. .., C 0 ul C 0 "' 0 C. w / > -0 / ~ (f) C EC-2 i r--------r--------------,r--------------------""'T""------r-------------~'b PLAN PREPARED BY: • • • CONSULTING LINDSAfi. KAUFMANN F>LANNIN!'.ii ■ OES!GN ■ CONSTRUCTION 949.47.2.3505 14725 ALTON PARKWAY IRVINE, CALIFORNA 92618-2027 FAX 949A72.8122 • www.RBF.com DATE: 05/06/10 REVISIONS APPROVAL RECOMMENDED NO. -DESCRIPTION DATE SAN MIGUEL DRIVE STREET IMPROVEMENTS FARAl.LON DRIVE/AVOCADO AVE INTERSECTION EROSION CONTROL PLAN 0 < u / r---st 0 r---0 -0 -= ~ t---t--t--------------+---+---E=c==-"'~~cc----t-----------,------1.., t---t--t--------------+---+---IDESIGNED LK/RK ORA~ wr CITY OF NEWPORT BEACH R-5996-S i CHECKED LK DATE05 06 1 PUBLIC WORKS DEPARTMENT SHEET30 OF 33 -; • EXISTING PALM LOCATION REMOVE EXISTING TREE NOTE: SEE PLANTING DETAILS FOR LEGEND ---------··· -------R/W • -.......... 20 , .. " ' ~ '\ ,J) \ • \ \ \ \ \ \ I I I • I I I I II I f..f /1 j I 0 I I I I I / r • • • .,· .. · .......... . -n --·-I •• •• . 11 ') ' (1(1 LI j \_j R/W 89' \ \ I i I I I i 0 I I ' I I I r I I I V I I I I GASS Corstruction Company lnc. 1401 Warner Avenue, Suite B -fstln, CA 92780 I -a a I U1 _J I r---.,. 0 ,--. .,,- <l) Q. 0 u "' ..,, C 0 _J .,,- > -0 .,,- ~ Cl) C LS-1 ~ -----------------------------,r---------------------------,r---------,r------------------"1-;; 0 < u .,,-Pl.All PREPARED BY: ?LANNING ■ 949.472.3505 OE!il!CiN ■ CONSTRUCTION 14725 ALTON PARKWAY IAVINE, CALFOAMA 92611-2027 FAX 949.472.81.22. • www.RBF,eom DATE: 05 06 10 REVISIONS NO. lfflW. DESCRIPTION MTE APPROVAL RECOMMENDED SAN MIGUEL DRIVE STREET IMPROVEMENTS SAN MIGUEL DRIVE r--'" a r--0 av1L ENGINEER PLANTING PLAN ;::; RCE No. 56980 -:;, DATE $, -10 o ~==1==~;============================~===!===~""0E""siG""NE,,,.0-JA-=-C-J f;;:0-;c-!RA~WN;'----CJ----t--c-,rv-o_F_N_EWPOR ___ r_s_EA_c_H.....,....--=R=----=s=--=9::-:9::-:s=--S-=--i i---+---+------------------+---+----1.,c""H;c;:ECK:;-;;E"'"o -"-'-'-'J::.::.A-+::-:oA-=TE,,...05-06-'-'--1; PUBLIC WORKS DEPARTMENT SHEET 31 OF 33 -; IRRIGATION LEGEND SYMBOL MANUF. TYPE MODEL GPM RAD. . <!> TORO BUBBLER 570Z-S-FB-50-PC 0.5 - 'V 'V TORO SPRAY 570Z-6P-COM-MPR-8-Q/H-PC 0.24,0.5 8' ·~ TORO SPRAY 570Z-6P-COM-MPR-10-Q/H-PC 0.4,0.71 10' ,t ~ 0 TORO SPRAY 570Z-6P-COM-MPR-15-Q/H/F-PC 0.85,1.65,3.6 15' ---CL315 PVC MAIN LINE, PURPLE COLORED, 1" UNLESS OTHERWISE SHOWN SCH40 PVC LATERAL, PURPLE COLORED, 1" UNLESS OTHERWISE SHOWN ---------SCH40 PVC SLEEVE, 4" UNLESS OTHERWISE SHOWN -----~ ..... -- $ RAINBIRD EFB-CP-R REMOTE CONTROL VALVE, SIZE AS SHOWN t) RAINBIRD QUICK COUPLER VALVE, MODEL 33DNP, IN ROUND VALVE BOX .... NIBCO BALL VALVE, MODEL 466D-S, LINE SIZE !YI EXISTING IRRIGATION CONTROLLER NOTE: INSTALL ALL EQUIPMENT PER SPECIFICATIONS R/W 20 10 0 I i----.. ~--=::I PSI 30 30 30 30 REMARKS FULL CIRCLE -3 BUBBLER S PER TREE 6" POP-UP 6" POP -UP 6" POP-UP ~--CONTROLLER & VALVE NO. ®® G.P.M . ~--~ALVE SIZE 20 I SCALE: 1 "=20' I 8 & I :s. I ..,. /.__J I I 40 60 1----ij ./ I ' I I /_ . . -·, I • PLAN PREPARED BY: ---, l'>LANNING ■ OEJBIGN ■ CCNSTRUCTUJN 14725 ALTON PARKWAY IR.'YINE, CALIFORNIA 92618-2027 949.472.3505 FAX 949.472.8122 • www.RBF,com DATE: 05 06 10 REVISIONS NO. INnW. DESCRIPTION DATE 1 2+00 13 ~-. I ~ -~ SAN MIGUEL--+. -DR-IVE-~ ~o6 SAN MIGUEL I )RIVE CCN'£CT T~-TING IRRIGATION SYSTEM PROVIDE ~~~6NouCTORS AS I IEEDED ---- 0 R/W I I} /'·--~-....... 111-t-<,;, / ----7 ! ' i I I i I -----·-· --I -...... ------! " I "\ I \ i 0 I I I I I I :o I I ' 0 I I I . ·+ --r-~-Vo I ~-l I i I GASS Conslruction Company Int: 1401 Warner Avenue, Suite B T., CA 92780 ! LS-2 APPROVAL RECOMMENDED SAN MIOUEL DRIVE STIU:E i IMPROVEMENTS CIVIL ENGINEER SAN MIGUEL DRIVE IRRIGATION PLAN z <( ,r r "" E 0. 0, -- 0 -"-"' 0 "-<fl 0 °' " "/J N 0 0 I en ..J I ,-.. "' 0 ,-.. / " a. 0 u m "/J C 0 ..J /' > -Cl /' 3 0.. (/) C 0 L r /' 0 Cl <( u /' " " 0 ,-.. 0 -0 -~-~= /' l---+--+------------------l----1-'--~l-"D~AT~E~~,S.,c:,.._'~I,.i.,;'----J. ------------,--------10 t---+--t---------------+---+----IDESIGNED JA/CJ DRAWi< CJ CITY OF NEWPORT BEACH R-5996-S i 1---1--1-----------------4---J----J'iCH'H, EFi'CKi<irnn~J~AIDiuA:iFTE""os-06~11 PUBLIC WORKS DEPARlMENT SHEET 32 OF 33 -; PLANT LEGEND SYMBOL BOT AIIICAL NAME COMMON NAME SIZE OUAN1TIY COMMENTS 0 TREES PHOENIX CANARIENSIS CANARY ISLAND DATE PALM NA ;,s'7 TRANSPLANT EXI STING PALM TO LOCATION SHOWN * © PHOENIX CANARIENSIS CANARY ISLAND DATE PALM NA ;1-/ 9-f PROTECT EXISTING PALM * (!.__,__,_ --·~--. - o'' q PINUS HALEPENSIS ALEPPO PIN E ..3f,-'.'.. BOX -44-\)_ ?"'·• Fl<\ 002_ ~ • ~-"-1;..__--i_ -~-----·· SHRUBS 0 NANDINA DOMESTICA GULF STREAM NANDINA 5 GAL 26 'GULF STREAM' 0 RHAPHIOLEPIS 'BALLERINA' DWARF INDIAN HAWTHOR N 5 GAL 25 OAOUND COVERS t1i ,,~imi/ HEDERA HELIX 'HAHNII' HAHN'S IVY FROM FLATS 1950 SPACING 12" ON CENTER fl I I I I lt • I . . . . . . . . . . . ' TURFGRASS SOD MARATHON lie ........... ' SQ FT 3400 • • • • • • • • • • • • • • • • • ~ MULCH SHREDDED BARK SQ FT 3400 3" THICK * EXISTING PALM LOCATION REMOVE EXISTING TREE 19 FICUS RUBIGINOSA AND 11 PINUS HALE PENSIS IRRIGATION LEGEND SYMBOL MANUF. TYPE MODEL GPM RAD. $ TORO BUBBLER 570Z-S-FB-50-PC 0.5 - ww TORO SPRAY . 570Z-6P-COM-MPR-8-Q/H-PC 0.24,0.5 8' ~~ TORO SPRAY 570Z-6P-COM-MPR-10-Q/H-PC 0.4,0. 71 1 o' 'ii' ~ 0 TORO SPRAY 570Z-6P-COM-MPR-15-Q/H/F-PC 0.85, 1.65,3.6 15' CL315 PVC MAIN LINE, PURPLE COLORED, 1" UNLESS OTHERWISE SHOWN SCH40 PVC LATERAL, PURPLE COLORED, 1" UNLESS OTHERWISE SHOWN SCH40 PVC SLEEVE, 4" UNLESS OTHERWISE SHOWN s RAINBIRD EFB-CP-R REMOTE CONTROL VAL VE, SIZE AS SHOWN C) RAINBIRD QUICK COUPLER VALVE, MODEL 33DNP, IN ROUND VALVE BOX ..... NIBCO BALL VALVE, MODEL 4660-S, LINE SIZE Ir] EXISTING IRRIGATION CONTROLLER NOTE: INSTALL ALL EQUIPMENT PER SPECIFICATIONS M PSI REMARKS 30 FULL CIRCLE - 3 BUBBLERS PER TREE 30 6" POP-UP 30 6" POP-UP 30 6" POP-UP ---CONTROLLER & VALVE NO. ~ G.P.M. L------4/,ALVE SIZE ~-----LOW VOLTAGE WIRES, 3 MAXIMUM ~--OUTER CASE OF CONNECTOR STRIP AND lWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH R(COMMENDED TOOL CONNECTOR INSERT WIR ONNECTION N.T.S. ( !J L ~ LOCATE PLANTS SPACED EQUIDISTANT {O) FRON EACH OTHER AS SHOWN. 0 = AS SHOWN ON PLANTING PLAN. • • • • • • • • • • • • • • '-.::EDGE OF PAVING, WALK. WAU., ETC. ~---GROUNOCOVER fERTiUZ£R 10 LB/1.000 SQFT ---t CUYD SOIL AMENDMENT PER 1,000 SQfT GROUND COVER/SHRUB PLANTN ~----FlNISHED GRADE IN TIJRf AAf>S NOTE, ~---PLASTIC ROUND V/1,J..VE BOX WITH BOLT DOWN COVER, USE STAINL£SS SOLT NUT ANO WASHER. HEAT BRAND "Q(N" ONTO LID. -FlNSHEO GRADE IN SHRUB AREAS QUICK COUPLER VALVE SEE L£G£Hfl FOR SPEC. ...--tf----GALV. PUNCH LOC (2 REQ.) r---¼---Bf!ASS NIPPLE (LENGTH AS REQ.) '-"-BRICK SUPPORTS BRASS TRFI.E SWlNG JOINT (SIZE PER llC'I\ USE 1WO SIREET El1S. ONE NIPPLE 16" ""· LENGTH), IMO ONE THRfADEO Ell FOR ASSOIBI.Y J-..J.--MAINLINE. SEE SPECS. ,,_ ______ ,4 x 36" REBAR STAKE '--------LANDSCAPE FABRtC '-----------3/4" ROCK, 1 CUBIC FT. SECTION Y1fW -N I S- US£ TEFLON TAPE ON All THR£AD£0 FITTINGS TYPICAL NOTE: COUPLER VALVE ,---....-----INSTALL SPRINKLER H£AD FLUSH WITH FINISHED GRADE IN lURF AREAS I----POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECFICATION ~-INSTAU. SPRINKLER HEAD 1/2" N3W£. ANISHED GRA.DE IN SHRUB AND GROUKO COVERS AREAS ml·---NATM OR AMD«D SOIL COHTRACTOR ASSEMBl£0 SWING JOINT. SIZE PER INLET, CONSlSTING OF: TWO SCH. ◄O PIJC STREET ELLS ONE SCH. 40 PVC THO. ELL ONE 6" LONG SCH. 80 NIPP!£ ONE SCH. 80 NfPPlf, LENGTH AS REQ. ~-SCH 40 PVC SxSxT l££ ATTING LATER/tl. k SPRINKLER INLET SIZE ~1PW1>f'::fio ~rE=' .--_::,,.-.:J'J:.~, INSTALi. SPRINKLER HD.OS It FROM PAl/100 EOG£ IN GROUND COYER AREAS. INSTALL SPRINkl.ER HEADS ◄" FROM PAYIN:. EDGE IN TURF ltR£JS. lNSTAlL SPRINKLER HOOS PLUWB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA Vffl'HOUT OVER SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. POP-UP SPRI N.T.S. R PLAN PREPARED BY: G <D""""""-<D DIG Pl)J(l"Nl: lfJI..E 2X THE WIDTH AND AS DEEP IS Tl£ ROOTBAI.L @ SEf ~ IN PWfTIIG HOLE SO 1HAI CROWN IS 1" A8CM'. Fllfil GRADE. © EW:Kfl.l WITH AMENDED SOil UP TO I THC HDGHr Of TME RtlOl'8til. .£T WITH 1"T£1t THl1NG AND SETTl.NG AlOlllltW. IW:Kf1l.1. REINtNG j CF ROOl'IW.l. @ 21 GRAM IGRIRJRM PI.NCTWG TAIILllS -l PER 5 GAL. 5 FOR 15-Gi\.. PLUS SOI. AMDOIENT -i el.FT PER 5 GN... 2 CU1T PER 15 ML @ CONSTRUCr ◄• TEMPOIWff WA1IRIC IJASli MOl.lHD EACH SMROO. NTING ~----FINISHED GRADE IN TURF AREAS ~--PLASTIC RECTI\NGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS SOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE £OGE. HEAT BRANO "fN" ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION --FINISHED GRADE IN SHRUB AROO ;;;,-----, __ PRESSURE SUPPLY UN£ DEPTH AS PER SPECS. '----PVC MALE ADAPTER ===---BRASS UNION '-------BRASS NIPPLE '--------LANDSCAPE FABRIC NOTE: Jig!i;jellfWm;)111.Wg:;;:-::i,•~tsS ___ 3/4" ROCK, 2 CUBIC FT. BOX TO BE INSTALLaJ AS TO ALLOW FOR PROPER OPERATION OF SAU. VALVE INSTAil. AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VAL\1£ Off-CENTER IN BOX. INSTAil. VAL\IE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VIIJ..VE INSTALLATION AT MAIN LINC DEPTH. BALL VA N.T.S. 3" MIN 7 1 (D BU98LER OR SHRUB SPRAY i LOCATE IN WA TERlNG BASIN FINISH GRADE/TOP Of t.t.JLCH UV RAOIATION RESISTANT 1 /2 INCH PVC SCH 80 NIPPLE (lENG1H "5 REQUIRED) © 1/2-INCH FEMALE NPT x 0.490-INCH 8ARB Et.SOW: RAIN BIRD MODEl SSfE-050 4 @ SWING ~ 12-INCH LfNGltl: RAIN tffl'QJ MOOEl SP-100 5 © PVC LATERAL PIPE @ 1/2-INCH MALE NPT k .◄90-INCH BARB El.SOW: RAIN lmO YODEL $8[-050 @ PVC SCH ◄O TEE OR Ell NOTE: 'M-IEN MORE THAN ONE BUBBLER IS SPECflfD PER PLANT, SPACE E\o'ENt Y AROOND ROOTSALL BUBBLER N.T.S. F CD TREE R00l8ALL @ DJG HOLE 2 X WIDTH AHJ 1X DEPTH OF' THE ROOTBAtL i 21 GRAM AGRIFORM PlANi'ING TABL.ETS: 12. P£R 36" BOX. PLUS SOIL AMENDMENT 4 CUfT PER 36" BOX. SIT ROOTBALL IN HQ£ SO THAT ROOT CROVIN fS X' ABO-.£ FINISH GR.I.OE. ~ 'lfoW1~.~~I~ Vi/8lt&~EtGHT or ROOTBAU.. TAMPING AND CREATE '3" IRRIGATION BASIN A MINIMUM or 6" BE'iOND 90ES Of ROOTBALL IRRIGATE FROM TOP TO SETTI.£ BACKFll AHJ BERW. FlUJNG BASIN. i FINISH GRADE. P1UMOE 3~ LAYER OF SHREDDED WOOD MULCH. SET OR CUT STAKE BELOW CRO'Mil OF TREE. TREE TIE 'V.I.T.' - 3 PER STAKE PER 36" BOX. SECURE iM'TI-1 8d GAL IJANIZEO NAIL @) 2~ DIAMETER X 10' LONG LODGEPOLE PINE STAf<E -INSTALL OUTSIDE Cf" ROOTBAU. (2 FOR STANDARDS ANO 3 FOR MULTI-lRUNK). CLEAN COMPACTED BACKFlLL NTING & STAKING PAVING, SY OTHERS.-.~ STALLATION CE FlNISH GRADE IN TIJRf AREAS Pl.ASTIC RECTANGULAR VAL.VE BOX WITH BOLT DOWN COYER, USE STAINLESS BOI...T, NUT, ANO WASHER. BOX TO BE PUC£0 AT RIGHT ANGLE TO HAROSCAPE EDGE. H£AT 8RNID 'RCV" ""D COll1ROL STATION I ONTO LID. FEMALE ADAP. SCH. 80 PVC REMOTE N.T.S. ,. -FINISHED GRADE IN SHRUB AREAS -t-lk---SCH 80 PVC NIPPLE TYP. BRICK SUPPORTI; I---IRRIGATION MAINLINE 3/4' CRUSHED GRAVEL TWO CUBIC FEET L_ ______ L.AND~E FMRlC ONTROL ALVE APPROVAL RECOMMENDED (D ROOTBAU.. /':,"\ DIG HOLE TW1CE THE WOTH AND DEPTI-1 OF THE ROOTBAU ANO FILL WITI-1 WATER ~ AND ALLOW TO DRAIN COMPLETEl Y. @ Fill HOLE WllH 6" DEPTH NATIVE BACKFILL MATERIAL; TAMP ANO MOUND SLIGHTLY. © SET ROOTBALL IN HOLE so THAT ROOT c~ IS r ABOVE FNSH GRADE. @ BACKFllL 1oo= WASHED PLASTER SAND -REPLACE BACKFILL MATERIAL UP TO 2/3 TH£ HEIGHT Of ROOTBALL., TAMPING AND SETTI.ING AROUND REMAINING 1 /3 OF ROOTBAU. WATER .£TT DURING PLANTING FOR MAXIMUM STABILITY. @ CREATE IRRIGATION BASIN A MINIMUM Of 6" BEYOND SIDES OF ROOTBAU.. r-;,,,. APPLY 2" LAYER OF COARSE ORGANIC MULCH IN WAlERING BASIN. IRRIGATE FROM ©".:.t TOP TO SEmE BACKFlLL. MULCH ANO BERM, FIWNG BASN. FINISHED GRADE @ PALM lRUNK TO BE PLUMB (VERTICAL) PAL N.T.S . CLE'AN COMPACTED BACKFILL PIPE INSTA N.T.S. NOTE, JION 1. CENTER VALVE BOX. OVER REMOTE CONTROL VALVE TO FACIUTATE SERVICING VALVE. 2. SET RCV ANO VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. .3. SET BOXES PARALLEL TO EACH OTHER ANO PERPENDICULAR TO EDGE. 4. AVOID HE'AVILY COt.lPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND OE:F"ORMATION or VAJ...Vt. BOXES. 0 1u - 14"X19" -Vilf!/E BOX TYP, QUICK COUPU«, YAffl: BOX. TYP. 0 0 0 0 12' 12' 0 0 VA VE GROUPING N.T.S. 1401 Warner Avenue, Suite B Tustin, CA 92780 L8-3 SAN MIGUEL DRIVE STREET IMPROVEMENTS PL.ANNING ■ DESIGN ■ CCNSTRUCTICN REVISIONS 94&.472.3505 '14725 ALTON P~AY IAVINE, CALIFORNIA 926l8-2027 FAX 949A72.8122 • www.RBF.com DATE: 05/06/10 NO. DESCRIPTION DATE APPi) Al CIVIL ENGINEER ,-RCE No. 56980 DATE ..>' -ro SAN MIGUEL DRIVE LANDSCAPE DETAILS r-t---t-------~------+--+--t0ESIGNEo JA/cJ DRAWN cJ CITY OF NEWPORT BEACH R-5996-S tcc"'H"'ECK""E=D~..c.JA'-+,D~A=TE~05-06-=-1-1 PUBLIC WORKS DEPARTMENT SHEET 33 OF 33 z <( Ct'. I-"' E Q, "' "' "~ n 0 ---._ "' 0 ---._ "' 0 0, " 'tJ "' 0 0 I U1 _J I ..... ... 0 " / '" Q, 0 u ., D C 0 __J / > 0 / 3 11. ., C 0 L I- / 0 ~ u / ..... ... 0 " 0 ~ 0 / 0 ~ 0 'tJ c_ / ±