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Home My WebLink AboutDWG 417-2; 3914; PASEO DEL NORTE RECYCLED WATER PIPELINE; 01-13DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DA '1S BEFORE YOU DIG UNDERGROUND SERVlCE ALERT OF SOUTHERN CAUFORNIA PARSONS OFFICES IN PRINCIPAL CITIES CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALEf<T A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MON, MAY 10. 2004 01,52 P P0049601 SHEET1 L:\PROJECTS\741778\PDN\SHEETOLDWG X-REFS, PON-BOR.DWG CONSTRUCTION PLANS FOR PASEO DEL 0 TER IPELI CONTRACT NO. 39141 CARLSBAD MUNICIPAL A TEA DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAlJDE A. "BUDw LEWIS -PRESIDENT RAMONA FINNILA -VICE PRESIDENT ANN J. KULCHIN -DIRECTOR MA TT HALL -DIRECTOR MARK PACKARD -DIRECTOR RAYMOND PATCHETT CITY MANAGER Ll_OYD HUBBS PUBLIC WORKS DIRECTOR GLENN PRUIM DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING MAY 2004 r ENGINEER OF WORK I J/lu , L ) / I ' L .--C38079 03/31/2005 ~J,o/o'{ DANIEL R. DUPREY I RCE# EXPIRES: DATE II\ 45-,BU/Lt DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 100504 '~AS BUil T" ~ ( ~ L1./4?/r2~ P.E. '2. 812 & EXP. 3 · 3 I· 0 8 DATE ' REVIEWED BY: ~A ,/)>~-£-ZS-OG INSPECTOR // / 77--DATE LE] CITY OF CARLSBAD I SH;~TS I l ENGINEERiNG DEPARTMENT IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER TITLE SHEET APPROV~D ~VILLIAM~MER 44/t?&,+a If! ..-,.,.,21, 6-3 O• 04 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: ORW I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: NAB 3914 RVWD BY: DRQ OTHER APPROVAL CITY APPROVAL 417-2 \ LIST OF DRAWINGS SHEET NO. TITLE OR DESCRIPTION GENERAL 1 TITLE SHEET 2 UST OF DRAWINGS, LOCATION MAP, DRAWING INDEX & RECYCLED WATER SERVICE TABLE 3 LEGEND AND ABBREVIATIONS 4 NOTES AND RECYCLED WATER IRRIGATION SERVICE SCHEDULE PIPELINE .;_;;,_;c;;;;;;c..,;;;;;.. _____________________________________ _ 5 PIPELINE PLAN AND PROFILE STA. 10+00 TO STA, 20+50 6 PIPELINE PLAN AND PROFILE -STA. 20+50 TO STA. 32+50 7 PIPELINE PLAN ANO PROFILE -STA. 32+50 TO STA, 34+85,24 8 PIPELINE DETAILS TRAFFIC CONTROL 9 TRAFFIC CONTROL NOTES AND INDEX 10 TRAFFIC CONTROL TYPICAL DETAILS AND 11 TRAFFIC CONTROL PASEO DEL NORTE - 12 TRAFFIC CONTROL PASEO DEL NORTE - 13 TRAFFIC CONTROL PASEO DEL NORTE - CONSTRUCTION SIGNS SHEET 1 OF 3 SHEET 2 OF 3 SHEET 3 OF 3 RECYCLED WATER IRRIGATION SERVICE SCHEDULE NO, SHFET NO. NAMF ACCOUNT NO, STREET NO STREET NAME 1 5 PASEO DEL NORTE 5003780 6019 PASEO DEL NORTE 2 5 PASEO DEL NORTE 5004250 6120 PASEO DEL NORTE 3 6 PASEO DEL NORTE 5004180 6130 PASEO DEL NORTE 4 6 PASEO DEL NORTE 5004170 6128 PASEO OEL NORTE --5 6 PASEO DEL NORTE 5004160 6128 PASEO DEi NORTE 6 6 PASEO DEL NORTE 5004150 6175 PASEO DEL NORTE 7 7 PASEO DEL NORTE 5004156 6185 PASEO DEL NORTE / METER NO, 0094032378 0045608364 0001572671 ODD1414859 0000135990 0001451451 0047653341 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO. CA 92101 -619.687.0400 MON, MAY 10, 2004 02:12 P P0049601 SHEETZ Lc\PRO,JECTS\7 41778\PDN\SHEET02,DWG X-REFS, PDN-BDR.DWG, PDN-MASTER.DWG, X-PDN-AUGN.DWG, XUTILS.DWG DRAWING INDEX SCALE: 1'' =40' 0 50 100 200 GRAPHIC SCALE 400 CITY OF OCEANSIDE PACIFIC OCEAN PROJECT LOCATION/ El N \... ~~ ... , :·-;;; .,... ··o·-...: I --.. CITY OF VISTA . I·-··- '>---~-~ LOCATION MAP NO TO SCALE I ' I/ ' ' I I .. ..J ; / \_ CO~NECT TO ltXIST!NG1 12" !il RECYCLED WATER PIPEUNE .. AS BUILT" -~444,i, { ~m,,;_ @o,/4~ P.t 1:917 t, EXP :3· 3 / · tJ8 DATE REVIEWED BY: ad:,#:7' INSPECTOR 8-ZS-~ DATE l---+----+------------11------4---1---l----l I SH2EET I CITY OF CARI.SB.AD I SHEETS I ENGINEERING DEPARTMENT 13 ::==~=========='-'===! IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER UST OF DRAWINGS,LOCATION MAP.DRAWING INDEX & RECYCLED WATER SERVICE TABLE I AP~!1~J_. Wl~AM..£.. l;;L,..Uf!IM!!,!M!,1.ER----~ l-----+--+--------------~f----i---¼---l---11~ ~ fd-30-04 DEPUTY CITY tNGINEER PE 28176 EXP. 3/31/06 DATE II\ ,4C.-B////,T DATE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: PPM I PROJECT NO. I DRAWING NO, CHKD BY:_f'!A!L_ 3914 417-2 RVWD BY: ORD ~---------' I ' ' ' / 100504 i ABBREVIATIONS AND ACRONYMS - ABBREVIATION ABBREVIATION OR ACRONYM DESCRIPTION OR ACRONYM DESCRIPTION -----------+------------------·----- AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY /IND TRANSPORTATION OFFICIALS AB AGGREGATE BASE ABAND ABANDONED/ABANDONE AC ASPHALT CONCRETE ACCT ACCOUNT ACP ASBESTOS CEMENT AH ACCESS HOLE ANA ANALOG APPROX APPROXIMATELY APWA AMERICAN PUBLIC WORKS ASSOCIATION AR AIR RELEASE VALVE AV AIR RELEASE & VACUUM RELIEF VALVE AVE AVERAGE AWWA AMERICAN WATER WORKS ASSOCIATION BC BEGIN CURVE BCR BEGIN CURB RETURN BEG BEGIN BF BLIND FLANGE BFV BUTTERFLY VALVE BLK BLOCK BLVD BOULEVARD BO BLOWFF ASSEMBLY BVC BEGIN VERTICAL CURVE BVSD BUENA VISTA SANITARY DISTRICT C CONDUIT CA CABLE ca CATCH BASIN CCP CONCRETE CYLINDER PIPE Cl CAST IRON CIP CAST IRON PIPE CIPP CAST IN PLACE PIPE CL CLASS CLR CLEARANCE CMG CEMENT MORTAR COATING CML CEMENT MORTAR LINING CML&G, CMLC CEMENT MORTAR LINED & COATED CMP CCRRUGA TED METAL PIPE CMWD CARLSBAD MUNICIPAL WATER DISTRICT co CLEAN OUT (SEWER) CONC CONCRETE CONT CONTINUOUS, CONTINUATION CP CATHODIC PROTECTION CPLG COUPLING CRMWD COSTA REAL. MUNICIPAL WATER DISTRICT cs CORPORATION STOP CT COURT CTR CENTER D DEEP DIA DIAMETER DI DUCTILE IRON DIP DUCTILE iRCN PIPE DISC DiSCRETE DR DRIVE DTL DETAIL DWG DRAWING DWY DRIVEWAY E EAST EC END CURVE ECR END CURB RETURN EFF EFFLUENT EL ELEVATION ELEC ELECTRIC, ELECTRICAL EP EDGE OF PAVEMENT ESMT t.ASEMENT EVC END VERTICAL CURVE EXIST, EX EXISTING F FLARE FB FLAT BAR FC FACE OF CURB FDRY FOUNDRY FF FiNISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FIP FEMALE !RON PIPE FL FLCWLINE FLG FLANGE FM FORCE MAIN FO FIBER OPTIC FS FINISHED SURFACE FT FEET FUT FUTURE GA GAUGE GALV GALVANIZED GB GRADE BREAK GRND GROUND CV GATE VALVE HOPE HIGH DENISTY POLYETHYLENE HOR HEADER HOR, HORiZ HORIZONTAL HP HiGH POINT, HIGH PRESSURE HPG HIGH PRESSURE GAS HWY HIGHWAY 10 INSIDE DIAMETER INT INTERSECITON INV INVERT IP IRON PIPE IRR, IRRIG IRRIGATION LAT LATERAL LB POUND LF LINEAR FEET LG LONG LP LOW POINT LT LEFT MAX MG MH MIN MIP M,! mm Ml N NAP NO NTS DC OD OH PC PCC PE PED P! PIT PO POS pp PRC PRV PSI PT PUE PVC PVMT R (RAD) RAD RCB RCP RD REBAR REC REINF RESTR RESVR REQ'D RT RTRP RW R/W s SCH SD SDG&E SDRSD SHT SJ SPEC ss ST STA STD STL TB TC TEL, T TELCO THK TS TRANS TYP UG V VCP VAC VERT VPI w WJ WM ws WSP X & @ <t . 6.4 0 = < s. > :?. - ' # % ft + ± " MAXIMUM MILLION GALLONS MANHOLE MINIMUM MALE IRON PIPE MECHANICAL JOINT MILUMETER MOUNT NORTH NOT A PART NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD POINT OF CURVATURE POINT OF COMPOUND CURVE, PRE ·-CAST CONCRETE PLAIN END, PAD ELEVATION, PRESSURE ELEMENT PEDESTAL POINT OF INTERSECTION PRESSURE INDICATOR/TRANSMITTER PUSH--ON POSITION POWER POLE POINT OF REVERSE CURVE PRESSURE REGULATING VALVE POUNDS PER SQUARE INCH POINT, POINT OF TANGENCY PUBUC UTH.JfY EASEMENT POLYVINYL CHLORIDE PAVEMENT RADIUS RADIAL REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE ROAD REiNFORCiNG STEEL RECYCLED REINFORCED RESTRAINED RESERVOIR REQUIRED RING "TlTE", RIGHT REINFORCED THERMOSETTING-RESIN PIPE RECLAIMED WATER RIGHT-OF -WAY SOUTH, SLOPE OR GRADIENT OF PIPEUNE SCHEDULE STORM DRAIN SAN DIEGO GAS & ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWINGS SHEET SOLDER JOINT SPECIFICATIONS STAINLESS STEEL STREET STATION STANDARD STEEL THRUST BLOCK TOP OF CURB TELEPHONE TELEPHONE COMPANY THICK TRAFFIC SIGNAL TRANSMITTER TYPICAL UNDERGROUND VOLT VITRIFIED CLAY P!PE VOLT ALTERNATING CURRENT VERTICAL VERTICAL POINT OF INFLECTION WEST, WIDE WELDED JOINTS WATER METER WATER SERVICE WELDED STEEL PIPE BY AND AT CENTERLINE DEGREES DELTA ANGLE DIAMETER EQUALS LESS THAN LESS THAN OR EQUAL TO GREATER THAN GREATER THAN OR EQUAL TO M!NUS MINUTES, FEET NUMBER PERCENT PROPERTY LINE PLUS PLUS OR MINUS SECONDS, INCHES ABBREVIATIONS AND ACRONYMS LISTED ABOVE DO NOT INCLUDE PERIODS. THE USE OF PERIODS AT THE END OF ABBREVIATIONS OR WITHIN ACRONYMS ON THE DRAWINGS DOES NOT ALTER THE ABBREVIATION OR ACRONYM MEANING AS LISTED ABOVE. . ,1~ ltv{4'}Jy · 1-----------------------1~ ;Cllt ~38079 ~ OFFICES IN PRINCIPAL CITIES ~ ' P. 03/31/05 * 110 WEST "A" STREET -SUITE 1050 C1v1, ~.,,- SAN DIEGO, CA 92101 -6i9.687.0400 OF Cf>:\.'' PARSONS MON, MAY 10, 2004 02:03 P P0049601 SHEEf3 L:\PROJECTS\7 41778\PDN\SHEET03.DWG X-REFS, PDN-BDR.DWG LEGEND SYMBOL Ill! 31 0-----1 E s W15 DESCRIPTION CENTERLINE EXISTING WATER LINE -SIZE AS INDICATED EXISTING RECLAIMED WATER LINE-SIZE AS INDICATED EXISTING GRAVlTY SEWER LINE-SIZE AS !NDICATW EXISTING SEWER FORCE MAIN-SIZE AS INDICATED EXISITNG STORM DRAIN-SIZE AS INDICATED EXISTING ELECTRIC EXISTING TELEPHONE EXISTING UNDERGROUND TV CABLE EXISTING GAS LINE--SIZE AS INDICATED EXISTING FUEL PIPELINE EXISTING FIBER OPTIC EXISTING RIGHT-OF-WAY LINE RECLAIMED WATER LINE-SIZE AS INDICATED FIBER OPTIC BLOW OFF ASSEMBLY (PLAN) AIR VACCUUM VALVE ASSEMBLY (Pi.AN) M,~NUAL AIR 1/ACCUUM VALVE ASSEMBLY (PLAN) RECYCLED WATER SERVICE (PLAN) END CAP (PLAN) GATE VALVE (PLAN) THRUST BLOCK (PLAN) FIRE HYDRANT (PLAN) BLOWOFF ASSEMBLY (PIPELINE PROFILE) AIR VACUUM VALVE ASSEMBLY (PIPELINE PROFILE) MANUAL AIR RELEASE ASSEMBLY (PIPELINE PROFILE) GATE VALVE (PIPELINE PROFILE) ---DENOTES DETAIL NUMBER ---DENOTES SHEET NUMBER CMWD STANDARD DRAWIMG NUMBER EXISTING TOPOGRAPHY SYMBOLS AND ABBREVIATIONS SYMBOL ABBREVIATION CR ACRONYM AC BFP CATV CATV PED CHH COMM COMM HH CONG., Cone CONO CPED CV DI DO DWY E PANEL DESCRIPTION ASPHALT CONCRETE BACKFLOW PREVENTER CABLE TELEVISION CABLE TELEVISION PEDESTAL CABLE HANDHOLE COMMINICATIONS COMMINICATIONS HANDHOLE CONCRETE CONCRETE CURB AND GUTTER CONDUIT CABLE PEDESTAL CABLE VAULT DRAIN INLET DRAIN OUTLET DRIVEWAY ELECTRICAL PANEL EXISTING TOPOGRAPHY SYMBOLS AND ABBREVIATIONS (CONT) SYMBOL - ABBREVIATION OR ACRONYM EPED EHH EHH STLT, EHH/STLT ELECT EM EMPED EMH EV F/0 FH FOV FS G VAULT GL GMH GMP GP GV Hdw! HH HH "RVC" !C PED ICV ICVR ICV-RCW IRR iRR PED MB MH MON MRKD, MKD PED PRA PVC RCP RCV sco SDGE SDMH SL SLHH SLV DATE DESCRIPTION ELECTRICAL PEDESTAL ELECTRICAL fiANDHDLE ELECTRICAL HANOHOLE FOR STREET LIGHT, WITH CR WITHOUT STREETLIGHT ELECTRICAL ELECTRIC METER (UTiLITY) ELECTRIC METER PEDESTAL (UTILITY) ELECTRICAL MANHOLE ELECTRICAL VAULT FIBER OPTIC FENCE FIRE HYOP-ANT FIBER OPTIC VAULT FIRE SERVICE (WATER) GAS VAULT GAS LINE GAS MANHOLE GAS MARKER POST CUARD POST GAS VALVE HEADW.I\LL HANDHOLE HANDHOLE REMOTE CONTROL VALVE IRRIGATION CONTROLLER PEDESTAL IRRIGATION CONTROL VALVE IRRIGATION CONTROL VALVE RECYCLED IRRIGATION CONTROL VALVE -RECYCLED WATER IRRIGATION IRRIGATION PEDESTAL MAil BOX MANHOLE MEDIAN PLANTER MONUMENT MARKED PEDESTAL PRESSURE REDUCING ASSEMBLY POLY VINYL CHLORIDE REINFORCED CONCRETE PIPE REMOTE CONTROL VALVE SEWER CLEANOUT SAN DIEGO GAS & ELECTRIC STORM DRAIN MANHOLE STREET LIGHT STREET LIGHT HANDHOLE STREET LIGHT VAULT II\ 1/S-.t:Jtll~T INIT!AL ENGINEER OF WORK REVISION DESCRIPTION EXISTING TOPOGRAPHY SYMBOLS AND ABBREVIATIONS (CONT) SYMBOL DATE OTHER APPROVAL ABBR~'\/IATION OR ACRONYM SMM SPICP SPKR STLT swuo T PANEL T PED T VAULT TC PED TCC HH TCG HH TCHH TEL TEMP TEMP PP THH TMH TPED TPV TRANS TS TSCB TSHH TV TV PED WGV WHH WM, WMI WMH WV DATE INIT!AL C!TY APPROVAL DESCRIPTION SEWER MANHOLE SOLAR POWERED IRRIGATION CONTROL PANEL SPEAKER STREET LIGHT SIDEWALK UNDERDRAIN TELEPHONE PANEL TELEPHONE PEDESTAL TELEPHONE VAULT TELECOMMUNICATION PEDESTAL HANDHOLE MARKED ·rec" HANOHOLE MARKED "TCG" HANDHOLE MARKED "Tc" TELEPHONE TEMPORARY TEMPORARY POWER POLE TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE PEDESTAL TELEPHONE PANEL VAULT TREE. SHRUB ELECTRICAL TRANSFORMER TRAFFIC SIGNAL TRAFFIC SIGNAL CONTROL BOX TRAFFIC SIGNAL HANDHOLE TELEVISION TEL[VIS!ON PEDESTAL WATER GATE VALVE WATER HANDHOLE WATER METER OR AIR VACUUM VALVE VAULT (WITH VENT CAN) WATER MANHOLE WATER VALVE "AS BUil T" P., 'Z8l2 (, (~')'bll, EXP 3-'J/• P8 #p,v4-' DATE REVIEWED BY:# @~> INSPECTOR ~;!f B-2se>G DATE ~ IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER LEGEND AND ABBREVIATIONS APPROVED WILLIAM E. ~MER AW~•. -e P.~ ·•~ DEPUTY CITY ENGINEER PE 28176 EXP. f;-3 fJ-04 3/31/06 DATE DWN BY: PPM I PROJECT NO. I DRAWING NC. CHKD BY: NAB 3914 417-2 RVWD BY: DRD ~-------~~---~ ( 100504 : (.;,l 0 .... ~ (.;,l GENERAL NOTES L THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED SY THE CITY OF CARLSBAD REGARDING iMPRO\/EMENTS SHOWN ON THIS SET OF PLANS, 2, NOT USED 3. NOT USED 4, A RIGHT-OF -WAY PERMiT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ~ANDAsizt CATEGORY OF CLASS V AS ESTABLISHED BY ''BESTS,.-KEY RATING GUIDE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. NOT USED 7, NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THf. APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. NOT USED 9, THE ORIGINAL DRAWINGS SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WiTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSION~,L ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DO!NG BUSINESS IN THE FIELD OF APPLIED SO!LS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£ WRITTEN FIELD COMPACT!ON REPORT{S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCQNSTRUCTION MEETING $HALL__!)£ HEI D Ai THE CMWD fil.LCE-2.filQR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES f<ESPONSIBLE FOR CONSTRUCTION INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK AT LEAST FiVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. 13, ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24:.7=i(ji}Jr INSPECTION REQUEST LINE AJ (760) 438-3891 .. INSPECTION REQUESTS MUST BE RECEIVED PRIORT02'llifl>M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAO[ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE, REQUESTS MADE AF1ER 2:00 P.M, WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14, THE CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLlLY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITf ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION ff<OM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PL~N MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORiNG SYSTEM STANDARDS ESTABI ISHED RY lliFGt1NSTRUCTLQJ:L SAFFIY QRllFRS, -1II!Lll CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARJ;.D BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16, If ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIOO.S.. WILL CEASE IMMEDIATE! Y . AND THE PERMITTEE WILL NOTIFY THE CffY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DD SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS. EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRAOING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M, AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING OPERMIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS, (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) SEE TRAFFIC CONTROL PLANS FOR EXCEPTIONS. 18. ALL OFF -SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WliHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UT!UTY FAClUTIES OR STRUCTURES NOT SHOWN OR fN A LOCATJON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR !S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT fHE UTILITIES SMOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN, 21. THE CONTRACTOR SHALL VERIFY THE LOCATION Of All EXISTING FACILIT!ES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUff!CIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 23. TWO (2) SOS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR PARSONS ~~[,~~~, ---------1 :;,'Y,,. ~ OFFICES IN PRINCIPJJ.l CITIES ,--· 038079 ll!Jll * EXP. OJ/31/05 ,0. 11 0 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619,687.0400 ~ C!V\\ ./£" ~ OF C/'.1-1~ I MON, MAY 10, 2004 02:05 P P0049601 SHEET4 L:\PROJECTS\7 4 I 778\PDN\SHEET04,DWG X~REFS, PDN-BDR.DWG 24. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORl(ING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES t,ND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE, UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL DANIELS CABLEVISION CITY OF CARLSBAD(STREETS AND STORM DRAIN) 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) *SAN OIEGUITO WATER DISTRICT 'LEUCADIA COUNTY WATER DISTRICT 'VALLEC!TOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICf "GAS/FUEL LINE • AS APPROPRIATE PIPELINE NOTES 1-800-422-4133 /619\438·-6200 ' , (619)489-3441 (619)438-5241 (619)434-2980 (619)438-3367 (619)753-1145 (619)753-0155 (619)744-0450 (619)753-6466 (619)565,,·5657 --------------------------- 25, ALL RECYCLED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES ANO REGULATION FOR THE CONSTRUCTION OF RECYCLED WATER MAINS ·-CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 26. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS, SEE GENERAL NOTE 15. 27. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. SEE GENERAL NOTE 4. 28. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. TELEPHONE NO. {760) 438-3891. SEE GENERAL NOTE 13. 29. BEFORE ANY CONNECTION TO EXISTING C,M,W,D. PIPELINES OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT. 30. /ILL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION PER CMWO STANDARD DWG W25, ,31 COORDINATE GEOMETRY, CURVE DATA, AND BEARINGS AND LENGTHS SHOWN ON THE PIPELINE PLAN AND PROFILE DRAWINGS FOR THE RECYCLED WATER PIPELINE ALIGNMENTS ARE BASED ON OFFSETS FROM THE EXISTING ROAD RIGHT-OF -WAY CENTERLINE AS SHOWN ON THE PLAN AND PROFILE DRAWINGS, RIGHT-OF -WAY CENTERLINES ARE SHOWN BASED ON AS-BUIU INFORMATION AND ARE NOT TIED TO THE COORDINATE SYSTEM. CONTRACTOR SHALL VERIFY THROUGH PRE-CONSTRUCTION SURVEYING THAT THE COORDINATE GEOMETRY, CURVE DATA, AND BEARINGS AND LENGTHS SHOWN ON THE PIPELINE PLAN AND PROFILE DRAWINGS ARE CONSISTENT WITH THE ACTUAL ROAD RIGHT·-OF-WAY CENTERLINE OFFSETS PRIOR TO PROCEEDING WITH PIPELINE CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE OWNER OF ANY DISCREPANCIES BETWEEN THE COORDINATE GEOMETRY AND THE CENTERLINE OFFSETS SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW FOR RESOLUTION OF ANY CONFLICTS. 32 HORIZONTAL LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLAN AND PROFILE DRAWINGS HAVE BEEN DETERMINED FROM AERIAL MAPPING, FIELD SURVEYS, ,'IS-BUILT DRAWINGS, AND SITE INSPECTION. NOT ALL UNDERGROUND UTILITIES ARE SHOWN, PARTICULARLY THOSE NOT IN THE VICINITY OF THE ALIGNMENT OF THE RECYCLED WATER PIPEUNES. CONTRACTOR SHALL VERIFY THE HORIZONTAL LOCATIONS OF ALL UTILITIES WITHIN A MINIMUM OF 15 FT OF THE PROPOSED PIPELINE ALIGNMENT, RECYCLED WATER SERVICES, PIPELINE APPURTENANCES, AND ALL OTHER EXCAVATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER OF UTILITIES THAT ARE AT HORIZONTAL LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE PLAN AND PROFILE DRAWINGS, OR THAT ARE NOT SHOWN ON THE PLAN AND PROFILES DRAWINGS, AND THAT COULD IMPACT THE RECYCLED WATER PIPELINE ALIGNMENT, SPECIFICALLY INCLUDING THOSE UTILITIES THAT ARE DIMENSIONED RELATIVE TO THE RECYCLED WATER PIPELINE ALIGNMENT ON THE PLAN AND PROFILE DRAW!NGS, SUCH NOTW!CAT!ON SHALL BE SUFFIC:ENTLY IN ADVANCE OF CONSTRUCTION TO ALLOW FOR REALIGNMENT OF THE RECYCLED WATER PtPELIN£ IF NECESSARY. SEE GENERAL NOTE 21 33. RtCYCLED WATER PIPELINE STATIONING, COORDINATES, AMD CURVE DATA REFER TO THE CENTERUNE OF THE PIPE. STATIONS SHOWN ARE VERTICAL PROJECTIONS ON THE HORIZONTAL CENTERLINE OF THE PIPE. 34. THE VERTICAL LOCATIONS OF EXISTING UNDERGROUND WATER, SEWER, STORM DRAINS, RECYCLED WATER, AND OTHER UTILITIES SHOWN ON THE PIPEUNE PLAN AND PROFILE DRAWINGS ARE BASED ON AS-BUILT DRAWiNGS. POTABLE WATER SERVICE VERTICAL LOCATIONS WHERE SHOWN ARE BASED ON THE APPROXIMATE VERTICAL LOCATION OF THE WATER MAIN AT THE SERVICE CONNECTION ASSUMING THE WATER MAIN WAS CONSTRUCTED AT MINIMUM DEPTH OF COVER SHOWN AS ON THE AS-BUILT DRAWINGS. VERTICAL LOCATIONS OF SEWER LATERALS ARE BASED ON A STRAIGHT LINE PROJECTION FROM INVERT ELEVATION AT THE SEWER MAIN TO INVERT ELEVATION AT THE RIGHT-OF -WAY UMIT, 35. THE VEflTICAL LOCATION OF SOME EXISTING UNDERGROUND UTILITIES INCLUDING GAS DISTRIBUTION, ELECTRICAL, TELEPHONE, CABLE TV, AND OTHERS ARE NOT SHOWN ON THE PIPELINE Pi.AN AND PROFILE DRAWINGS DUE TO A LACK OF AVAILABLE AS-BUILT INFORMATION, THESE UTILITIES ARE GENERALLY ANTICIPATED TO BE ABOVE THE RECYCLED WATER PIPELINE PROFILE. 36. BURIED TRAFF!C CONTROL AND STREET UGHTING CONDUITS ARE NOT SHOWN ON THE P!PEUNE PLAN ANO PROFILE DRAWINGS. !T iS ANTICIPATED THAT THESE CONDUlTS WILL BE ABOVE THE RECYCLED WATER PIPELINES. CONTRACTOR SHALL LOCATE ALL TRAFFIC CONTROL AND STREET LIGHTING BURIED CONDUIT CROSSING THE RECYCLED WATER PIPELINES AUGNMENT AND PROTECT IN PLACE. CONTRACTOR SHALL REPLACE ALL CONDUIT AND/OR WIRING DAMAGED OR MODIFIED AS A RESULT OF HIS ACTIVITIES PER CITY OF CARLSBAD STANDARDS. 37. THE PIPELINE PROFILE HAS BEEN DEVELOPED BASED ON THE SURVEYED EXISTING GROUND , ELEVATIONS AND ON THE VERTICAL LOCATIONS OF EXISTING UTILITIES DEVELOPED AS DESCRIBED ABOVE, A MINIMUM DEPTH OF COVER OF 4,5 FT FROM TOP Of RECYCLED WATER PIPE TO FINISHED GRADE SHALL BE PROVIDED AT ALL LOCATIONS EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE ON THE PLAN AND PROFILE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN THE PRE -CONSiRUCTION SURVEYING INDICATES TfiAT A MINIMUM DEPTH OF COVER LESS THAN 4.5 FT W!LL RESULT BASED ON THE ACTUAL GRADE ELEVATION AND PIPELINE PROFILE DESIGN, SUCH NOTIFICATION SHALL BE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT REVISIONS TO THE RECYCLED WATER PROFILE DESIGN IF NECESSARY. 38. THE PIPELINE PROFILE HAS BEEN DEVELOPED BASED ON THE SURVEYED EXISTING GROUND ELEVATIONS ANO ON THE VERTICAL LOCATIONS OF EXISTING UTIUTIES DEVELOPED AS DESCRIBED ABOVE, A MINIMUM OF 1 FT CLEAR BETWEEN THE RECYCLED WATER PIPELINE AND EXiSTING WATER AND SEWER PIPES SHALL BE PROVIDED AT RECYCLED WATER PIPELINE CROSSINGS OF WATER MAINS AND SERVICES AND SE.WER MAINS AND LATERALS, THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN THE RECYCLED WATER PIPE PROFILE SHOWN ON THE PLAN AND PROFILE DRAWINGS WILL NOT PROVIDE A MINIMUM OF 1 FT CLEARANCE TO ACTUAL LOCATION OF WATER OR SEWER PIPES SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT REVISIONS TO 1HE RECYCLED WATER PIPELINE PROFILE IF NECESSARY. THE CONTRACTOR SHALL EXPECT TO MAKE FIELD ADJUSTMENTS TO RECYCLED WATER PIPELINE PROFILES TO PROVIDE THE REQUIRED CLEARANCES. 39. FOR RECYCLED WATER MAIN CROSSINGS OF POTABLE WATER MAINS WITHIN 1 FT VERTICAL CLEAR BELOW AND ANY VERTICAL DISTANCE ABOVE, THE RECYCLED WATER MAIN SHALL HAVE NO jQINTS WITHIN 10 FT HORIZONTALLY OF THE POTABLE WATER MAIN, FOR RECYCLED WATER MAIN CROSSINGS OF SEWER GRAVITY ANO l'ORCE MAINS WITHIN 1 FT VERTICAL CLEAR ABOVE AND ANY VERTICAL DISTANCE BELOW, THE RECYCLED WATER MAIN SHALL HAVE NO JOINTS WITHIN 10 FT HORIZONTALLY OF THE SEWER OR FORCE MAIN. 40. THE CONTRACTOR SHALL FIELD VERIFY WITH THE OWNER THE LOCATION OF EACH RECYCLED WATER SERVICE, INCLUDING THE LOCATION OF THE METER BOX, PRIOR TO INSTALLATION OF THE RECYCLED WATER SERVICE, ADJUSTMENT OF THE SERVICE AND METER BOX LOCATIONS MAY BE NECESSARY TO ACCOMMODATE EXISTING IMPROVEMENTS AND IRRIGATION SYSTEMS. THE CONTRACTOR SHALL INCLUDE IN THE UNIT PRICE FOR SERVICE LATERALS ANY COSTS FOR FIELD ADJUSTMENT OF THE SERVICE LOCATION. 41. THE CONTRACTOR SH.~LL FIELD VERIFY WiTH THE OWNER THE LOCMION OF ALL PIPEUNE APPURTENANCES INCLUDING AIR VACUUM VALVE ASSEMBLIES AND BL0\1/0FF AND MANUAL AIR RELEASE VALVE BOXES. 42. CONTRACTOR SHALL VERIFY BY POTHOLING THE HORIZONTAL ANO VERTICAL LOCATiONS AND ELEVATIONS OF EXISTiNG PIPES TO BE JOINED PRIOR TO CONSTRUCTION AND PRIOR TO PREPARATION OF SHOP DRAWINGS FOR FABRICATED CONNECTION PIECES. 43. THE WORK INCLUDES CONNECTIONS TO EXISTING IN-SERVICE RECYCLED WATER PIPELINES AT PALOMAR AIRPORT RD. AND AT Sf.AGATE RD./CAMIND DEL PARDUE. CONTRACTOR SHALL COORDINATE WITH CMWD FOR TIMING AND DURATION OF SHUTDOWN OF EXISTING IN··SERVICE RECYCLED WATER PIPELINES. 44. THE WORK INCLUDES CONNECTIONS TO RECYCLED WATER PIPELINES BY OTHERS AT SEAGATE RD./CAMINO DEL PARQUE. DEPENDING ON THE PROGRESS OF WORK BY OTHERS, THE CONTRACTOR SHALL EITHER LOCATE AND CONNECT TO AN EXISTING PLAIN END OF PIPE iF THE WORK BY OTHERS IS COMPLETED OR TEMPORARILY PLUG AND MARK THE LOCATION OF THE END OF P!PE IF THE WORK BY OTHERS !S NOT COMPLETE. FOR CONNECTION TO EXISTING END OF PIPE, CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING END OF PIPE PRIOR TO CONSTRUCfiON OF PIPELINE WITHIN 300 F1 OF CONNECTION POINL SEE SHEET 8 FOR CONNECTION DETAILS. 45, THE CONTRACTOR SHALL REPLACE IN KIND ANO IN ACCORDANCE WITH ALL CITY OF CARLSBAD STANDARDS ALL EXISTING IMPROVEMEt,TS INCLUDING BUT NOT LIMITED TO PAVEMENT, SIDEWALKS, CURBS, CURBS AND GUTTERS, MEDIAN IMPROVEMENTS, BERMS, PAVED AND DIRT ROADS, DRAINAGE DITCHES, CULVERTS, DRAIN PIPES, SEWER LATERALS, WATER SERVICES. LANDSCAPING, LANDSCAPE IRRIGATION FACILITIES, TRAFFIC BARRIERS, AND TR,\FFIC CONTROL LOOPS, ABOVE AND BELOW GROUND, DAMAGED DURING CONSTRUCTION OF THE PROJECT, EXCEPT AS SPECIFICALLY INDICATED ON THE DRAWINGS 46, THE CONTRACTOR SHALL PROTECT IN PL~CE EXISTING ABANDONED UNDERGROUND IMPROVEMEMTS. WHERE SPECIFICALLY ALLOWED BY THE CITY CONSTRUCTION REPRESENTATIVE OR WHERE NECESSARY FOR PiPEUNE CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DRAWINGS, THE CONTRACTOR MAY REMOVE SECTIONS OF EXISTING ABANDONED UTILITIES WITHIN THE PIPE TRENCH EXf.AVATION DISPOSE OF REMOVED ABANDONED PIPE SEGMENTS. PLUG THE OPEN ENDS CREATED FROM REMOVAL OF THE ABANDONED PIPE SEGMENTS WITH CLASS C CONCRETE INSIDE THE PIPE A MINIMUM DISTANCE OF 3 TIMES THE PIPE DIAMETER 47. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CITY TRAFFIC ENGINEER TRAFFIC CONTROL PLANS FOR WORK IN CITY ROAD RIGHT-OF -WAY FOR ALL CONSTRUCTION, INCLUDING SERVICE LATERALS, ?IS PART OF THERE RIGHT-OF-WAY PERMIT APPLICATION PROCESS, SEE SHEETS 9 THRU 13 FOR TRAFFIC CONTROL REOUiREMENTS. 48. TRAFFIC CONTROL LOOPS EMBEDDED IN THE PAVEMENT EXIST IN THE PROJECT WORK AREA AT THE INTERSECTIONS OF: (1) PALOMAR AIRPORT RD./PASEO DEL NORTE SEE SHEET 9 FOil REQUIREMENTS FOR TEMPORARY REPLACEMENT OF TRAFFIC CONTROL LOOPS DAMAGED DURING PIPELINE CONSTRUCTION, REPLACE DAMAGED OR MODIFIED TRAFFIC CONTROL LOOPS IN ACCORDANCE WITH CITY OF CARLSBAD STANDARDS. 49, SEE SHEET 9 FOR TRAFFIC CONTROL NOTES. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. FIRM: PARSONS 110 WEST "A" STREET SUITE 1050 ADDRESS:--~~--~~~~~~-- CITY, ST.: SAN DIEGO, CA 92101 TELEPHONE: ~9)/f BJ-0400 ' BY I \ ,l t / A / DANIEL R. DUl:!REY R.CE NO.: C038079 EXP. 03/31/05 WORK TO BE DONE DATE: ------------···--------------------------- THE IMPROVEMENT WORK SHALL BE PERFORMED iN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY Of CARLSBAD STANDARDS 3. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. 4, THIS SET OF PLANS 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6, THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CllY OF CARLSBAD STANDARDS, SURVEY CONTROL THE BASIS OF BEARINGS ANO COORDINATES AND ELEVATIONS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM OF 1983 (NAD83), 1999,92 EPOCH, PER RECORD OF SURVEY NO. 17271. SEE TABLE OF PRIMARY CONTROL POINTS BELOW. ., AS BUil T" ~-/l"e&·i t: /AfNJJ '-11,/1 d;'l'- Pt ZBt76, EXP 3·,}/·t78. DATE SHEET 4 REVIEWED BY: a,j~.' INSPECTOR IMPROVEMENT PLANS FOR: ~--Zs-~ DATE PASEO DEL NORTE RECYLED WATER NOTES .APPROVED f1LLl6,M ~MMER , /)~. ~ ~~~'.'.l..,,_~~=6-JO-t),4 ·~ ENGINEER PE 28176 EXP. 3/31/06 DATE l----+---+"lu.l\~,,,_i,!,,_T ________ -+ __ +-_-f4z;,,_,,,,,,,_,~ kl~::, OWN BY: DRW I PROJECT NO, I DRAWING NO, DATE INITIAL DATE INfTIAL DATE INITIAL REVIS!ON DESCRIPTION CITY APPROVAL ENGINEER OF WORK OTHER APPROVAL CHKD BY: NAB RVWD BY: DRD 3914 417-2 ~--------~ 100504 ' • 120 110 80 70 1---- ' ... . --· -··-· .. ' 50 •••->." __ ,., _, _____ ,_, -•--••---,,-" •• -•""""-<0>'~-, •-<o•a --•-•--•', .. Ho'••>• ' ,m-•••• '•• -•µ• 10+00 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ' .. ··-·· --.,., .. 11 +00 12+00 13+00 s ~ -s-0 :IJ050 _, I "···--·"·-------" __ ,, -.. ,,, ... · ---81 -··"-----··· .... . ............ · · ,.,, .. ,,, ,. .,.,. l()i : .. , ...• , ••. ,, !···· •.. ••Nf•···· +10 .. ,., '/218 .... ,,,. .-,,V) .1,-, . . ~t..J (/)IW ' ······--···------"· __ .,_,. ____ ,. -----·-··-· ·•~ ... .. "-1:, ,, ....... , ..... ,,,, ..... , .. ,,.,,,,, ., .. , ., ..... ·········-········ ... ',... . (l;J~ ' 14+00 0 20 40 15+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' PLAN SCALE: 1 •~40' 80 GRAPHIC SCALE 16+GO 160 110 90 80 70 60 17+00 18+00 19+00 20+00 50 : . . !" \' -. ~--\*. j ., • ',' a i,• ' • l'.>•,• •' •,., t, ; .------·--- " AS BUil T" 1 -,: ·.:. -:, . " .- .-ir · ·. · -" ~,~u:<1.rr ·, t'. 9; 1 ,. 1¢q,b1r . PL Z 9 / 7,/i EXP. -:1~L:.£l!l. DATE REVIEWED BY: ~ INSPECTOR .. -----..·----------r--r-,-,-,;===~::;:;;;;;;;;;::;;:;;:::::;:;::;;;~~~:::;;:;;;;;;::::::;;;;:::;-;::==~ ll----+--+-----------+----+--+--1----1 I SH5EET I CITY OF CARIBBAD ~3 ENGINEERING DEPARTMENT ~ ~==c.':=:=========-===: DATE INITIAL DATE INITIAL INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER PIPELINE PLAN AND PROFILE STA. 10+00 TO STA. 20+50 DRW RP ORD ~-3tJ-04 EXP. 3 31/06 DATE PROJECT NO. 3914 DRAWING NO. 417-2 '-------------------------··------------------------------·----------------·----·-------------------------------------------------------------------------------------------------------' MON, MAY 10, 2004 02:15 P P0049601 SHEETS L: \PROJECTS\ 7 41778\PDN\SHEEf05.DWG X-REFS, PDN-BDR.DWG, X-PDN-ALIGN.DWG, PDN-TOP01.DWG, PON-TOP02.DWG, XUT!LS.DWG, X-PDN-PRO.DWG i 100504 90 90 ····---·-·-·-----·,-·-. ·-·· .,, ··------ CONSTRucr 1200 LF OF 12" PVC C-900, CLi-200 PIPE 70 60 50 ' (-- 1 ' ,· ' 40 ··f ' I L 30- ' -~ --------'"p•----· .-¼(, 21+00 PARSONS OFFICES IN PRINCIPAL C/T/£5 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 I 22+00 nm "r__;j • '·1~.r "•ta' '"[;j ' UU;{dSJ ,,§; ----->-~· ----~>, 5 ffi f5 --~ t.41 ----·V) -··#')- "' ---7:..1 ;;, .. .,. .J. -H ., -----o ---0} <D "' ------O'.I -· .. .m ~-+ + "1 •1 ---·N ··C-4 .,u,-,. ,w~------,-••••-~• •<,o• _., •••-• •-•••••••-••-•••-•-• • -•--•-••-• --M-••'"-••-•••••>-~•• ••-o>•" ··-----.. -•-.---------~-----~-------~---"--'"-•-" --------.-••>'•----· •···-··· ---, .. 23+00 24+00 25+00 26+00 ---_____ .......,.,,,,,. _ _...._..,_, .. f 36" CPVEli' '\ \ ~ ) \ 8'1'1/'-~¥U )IL _________ _.,,, ---. - 0 20 40 PROFILE --HORIZ. SCALE: 1 "~40' VERT SCALE: 1 "=8' PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE MON, MAY 10, 2004 02:55 P P0049601 SHEETS l;\PROJECTS\7 41778\PDN\SHEET06.DWG X-REFS, PDN-BDR.DWG, X-PDN-ALIGN.DWG, PDN-TOP02.DWG, XUTILS.DWG, X-PDN-PRO.DWG "" s-•~t~••- ' BO -; 70 ' I 60 I •---i --·-•---· . .-i . - 40 30 27+00 28+00 29+00 30+00 31+00 32+00 20 REVIEWED BY: ~ ~~ ~ 1Ns~ r--· I-----+--+-----------+----+---+--->----< I SH6EET I CITY OF CARI.SBAD ~3 ENGINEERING DEPARTMENT l__!U :=:===-=========:::.:::===: 160 DATE lNiTIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER PIPELINE PLAN AND PROFILE STA. 20+50 TO STA. 32+50 A&?&1t, r✓ ·, • • APPROVED WILUAi)j,. E~P ER DEPUTY CITY ENGINEE P-2 DWN BY: DRW PROJECT NO. CHKD BY: _ __fil'__ 3914 RVWD BY: DRD <,-.J()-tJ4. 3/31 06 DATE DRAWING NO. 417-2 ~---------'~----~ • L • 70 60 50 ... Iii ~ J;J') -W w -VI .c, I() + N ·n ---1 -H .... ci ·--------00 + N -A•t>, .. 4:_. vi 33+00 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A. STREET -SUITE 1050 SAN DIEGO, CA 92101 619.687.0400 --- 34+00 MON. MAY 10. 2004 02:57 P P0049601 SHEETT L:\PROJECTS\ 7 41778\PDN\SHEETO?.OWG X-REFS. PDN-BDR.DWG, X-PDN-ALIGN.DWG. PDN-TOP02.DWG, XUTILS.DWG. X-PDN-PRO.DWG 0 PROFILE HORIZ. SCALE: VERT, SCALE: PLAN SCALE: 1 •=40' 20 40 80 160 ,,, AS·M{JJLT !/1h•/RJ . DATE INITIAL DAT£ INITIAL DAT£ INITIAL GRAPHIC SCALE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 100 90 80 70 ·y 60 . ·-------""'. -i 50 40 100501\ . "AS BLJILT'' ~!:¾ri .C ~ff;;s:t-1z,.J,,./4, P.E. 2, 9tZu EXP. 3-3.L· PB DATE REVIEWED BY: INSPECTOR DATE I S7ET I CITY OF CARLSBAD CTr] ENGINEERING DEPARTMENT 3 IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER PIPELINE PLAN AND PROFILE ,....,.A ;:) I • 32+50 TO STA. 34+75.26 Al0 PROJED WILL:, ~MER ~---,_ tr}&-04. , .DEPUTY CITY ENGINFTR PE 28'176 EXP. 3/31/06 DATE DWN BY: DRW I PROJECT NO. I DRAWING NO. CHKD BY: RP RW/D BY: ORD 3914 417-2 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A• STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 I 5: w 0 I u z w 0::: ,- MON, MAY 10, 2004 03:00 P P0049601 SHEETB L:\PROJECTS\ 7 41778\PDN\SHEETOB.DWG 0 z 0 0 w a:, _J _J ,.._ "' ';i ID w z 0 N w 0.. a: w z ~ 0 "' N "' t-• w w 0::: ,- (11 w z 0 N ~ 0 I "' u z • w a:: ,- ~ 0 en • X-REFS, PDN-BDR.DWG ~ z ::;; ~ ' N ~ 12" A -P--------------·----~-~ THRUST BLOCK PER CMWD STD owe NO. w15 ~ ~ • ~ \ \_ EXIST 30• RW EXIST 8" PVC RW 1 EXISl 8" PVC RW NOTE: b I N 8~12 •,eeovccll 4 r.a. 1. EXIST 8" RW PIPELINE IS "IN-SERI/ICE", SEE NOTE 43, SHEET 4. 2. FIELD LOCATE TRANSITION COUPLING TO PROVIDE MINIMUM 3' CLEARANCE TO ADJACENT EXIST JOINT PALOMAR AIRPORT ROAD CONNECTION DETAIL SCALE: 1/4"=1'-0" 1 TRENCH RESURFACING I PER SDRSD G-24, TYPE A 12" /EXISTING A I I 1 5 AC /-FINISH GRADE I " 0 z <( ' (0 (SEE TABLE 1) TRENCH DETAIL SCALE: 1"=1'-0" z :5 0.. w w ff) NOTES: TABLE 1 NOMINAL PIPE PIPE DIAMETER 4" THROUGH 12" 14" THROUGH 24" TRENCH WIDTH OUTSIDE DIAMETER + 12" OUTSIDE DIAMETER + 16" 1. FOR TRENCHING ON IMPROVED STREETS SEE SDRSO G-24. 2. (•) INDICATES MINIMUM REU\T!VE COMPACTION. 3 100504 ''AS BUILT" .4,eu:1& . ~§ __1L/2., /4 i , . . '-I I P.E. 2 l..l 2,: EXP. x:..l l · fl. S DATE REVIEWED BY: v/ /::VJL· ~ .z.5.f::,(,,, -. r INSPECTOR f/ , DATE I S~ET I CITY OF CARLSBAD CT£J ENGINEERING DEPARTMENT 3 IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER PIPELINE DETAILS APPROVE_? W~LLIAM ~MER ~-:SD-fJ4 . -:1'.K/4%/47 > t: 7 ZP• -..-.,_.... DEPUTY CITY ENGINEE-PE28176 EXP. 3/31 /06 DATE , II\ -A!i· H//7l I J,1 J,,. /.,0 PJIYP OWN BY: ~i ~I PROJECT NO. I DRAWING NO. DATE INITIAL DATE lNfflAL DATE INITIAL CHKD BY: 3914 417-2 REVISION DESCRIPTION RVWD BY: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL I SW BL TL TWLTL TTL LTL t 11 11 ++ rn ( ( ) ; / I SIDEWALK BIKE LANE EXISTING TRAVEL LANE TWO-WAY LEFT-· TURN LANE TEMPORARY TRAVEL LANE LEFT -TURN LANE STREET'S CENTER LINE TRAFFIC DEUNEATOR (ELEVATION) SINGLE SKIP QR SOLID WHITE STRIPE (CALTRANS DETAILS 9, 12, 38 OR 39) DOUBLE YELLOW CENTER STRIPE, STRIPED MEDIAN OR TWO-WAY LEFT-TURN LANE (CALTRANS DETAILS 27, 28, 29 OR 31) WORK SPACE TRAFFIC DELINEATDR (PLAN) DIRECTION OF TRAFFIC SIGN (SHOWN FACING UP) TWO SIGNS BACK TO BACK TYPE 11 BARRICADE LEFT OR RIGHT -FLASHING ARROW SIGN (FAS) DOUBLE ARROW -FLASHING ARROW SIGN (FAS) / / i i ' ! PARSONS \fi(fESSi ~iA.p ~ OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 105D SAN DIEGO, CA 92101 -619,687.0400 . 06/ RAFI OF C/'.1-1 MON, MAY 10, 2004 03:09 P P0049601 SHEET09 L:\PROJECTS\741778\PDN\TRAFFIC SHEET09.DWG \ \ ' SIGNAGE NOTES 1, NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON Al.L NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHf,LL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN, AS APPROPRIATE, SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENOS WITHIN A LARGER PROJECT LIMITS. 5. All CONES USED FOR NIGHT LANE CLOSURE SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE EITHER lYPE I OR TYPE IL SILENT TYPE IN POPUlATED AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS THAT HAVE AN ADT OF 5000 OR MORE OR AT THE DIRECTION OF THC CITY ENGINEER 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1 AND 50 FOOT MAXIMUM SPACING ON TANGENT 8, ADDITIONAL A.fJVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHAL BE ILLUMINATED AS NOTED IN SECTION 5-04,6 OF THE "MANUAL OF TRAFFIC CONTROLS". 9. PLACE C30 "LANE CLOSED" SIGN AT 500' -1000' INffRVALS THROUGHOUT EXTENDED WORK AREAS. 10. WHEN A PILOT CAR IS USED, PLACE C.~7 "TRAFFIC CONTROL-WAIT FOR PILOT CAR" SIGN. 11, ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED. 12, CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. 13, POST "NQ PARKING/TOW /\WAY" SIGNS 24 HOURS IN ADVANCE AS NEEDED. , ' \ i i : ! / TYPICAL CRO s SECTIONS'' ANO /TRAFFIC( PATTERN\ PHASES 3 AN.D">h ' I X-REFS, PON-BDR.DWG, PDN-MASTER.DWG, X-PDN-AUGN.DWG, XUT!LS.OWG, X-TR-CNTRL-SURVEY.OWG 0 j ! I 50 100 PLAN SCALE: 1"=100' 200 GRAPHIC SCALE TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO 8:30 AM TO 3:30 PM UNLESS APPROVED OTHERWISE OR OTHERWISE SHOWN ON TRAFFIC CONTROL PLANS. 2. PEDESTRIANS CONTROLS WILL BE PROVIDED AS SHOWN. J. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE COUNTY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATE POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE (REFER TO TYPICAL DRIVEWAY ACCESS DETAIL SHEET 75) 6. TRENCHES MUST 8[ BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEAfS AND COLD MIX AT THE EDGES. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED SY THE CONTRACTOR WITHII" 24 HOURS, IF DAMAGED. UTILITIES INSTALLED WITHIN 100 LF OF A SIGNALIZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 10, Fl.AGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A C28 "STOP /SLOW" PADDLE ON A 5 FDOT STAFF. i 1. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALTRANS MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE ZONES LATEST EDITIOK 1.3, TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THESE SHEETS. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. \-~•''''-~\\ \\,\:·S·,\\\\ \ '~~~ ':~~~_;:~::i::;>, \:,.\\\',\•.\\:\ 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. All WORK AFFECTIMG BUS STOPS SHALL BE COORDINATED WITH NORTH COUNlY TRANSIT DiSTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON El CAMINO REAL AND ON PALOMAR AIRPORT ROAD. 18, THE CONTRACTOR SHALL INSTALL VIDEO DETECTION EQUIPMENT PRIOR TO DAMAGING LOOPS AT ANY SIGNALIZED INTERSECTION. THE VIDED DETECTION SHALL REMAIN IN PLACE UNTIL THE GROUND LOOPS ARE REPAIRED. TRAFFIC SIGNALS SHALL BE FULLY ACTUATED AT ALL TIMES UNLESS OTHERWISE SPECIFIED. 19. PHASES REPRESENT A GUIDE LINE FOR SEQUENCE OF CONSTRUCTION. 20. TRAFFIC CONTROL PLANS ARE FOR RECYCLED WATER PIPELINE CONSTRUCTION. ', ---,._, ~-"'··- -· •••c~•• •' "AS BUil T" lll/U.-· · !'@;--...__ u,A,j;r, P.E. '2817 (, EXP. 3-3/.:1...S.. DATE REVl~~EDJJ: . &~. INSPECTOR B-zs-d DATE 1-----1---+-----------------1---t---t----+---n I SH~ET I :==='-'===========-====: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 13 i \1,\\\<-.. c,.,_,__., *" '. '. \ l ·. \ ,_, .......... , "'--·-· -~~-.. ---~·: \ '. l l ' ' ' 1 \ \ l; . 400 DATE INfflAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER TRAFFIC CONTROL NOTES AND INDEX DWN BY: PM CHKD BY: EP RVWD BY: DD /l,-Ja-04 EXP. 3/31/06 DATE PROJECT NO. 3914 DRAWING NO. 417-2 100504 r END 7 \ ROADWORK ROIUl CONSTIUJCTIO!II AHEAD I.EFT LANE CLOSED AHE7 MIDDLE LANE CLOSED AHEAD 2 LEFT LANES CLOSED AHEAD BIKE LANE CLOSED AHIEAlll! ~ LANEV CLOSED JU-IE.AD / !UGH I.ANES CI.OSEIJ AHEAD STOP C14 C18 C20(LT) C20(MIDDLE) C20(2-LT) C20(BIKE) C20(RT) C20(2-RT) R-· 1 C.30 C30(BIKE) PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 TRAFFIC SIGN INDEX / PREPARE TO STOP RIGHT LANIE MUST TURN RIGHT SIDIEWAI.K CLOSED USE OTHER SIDE II " I\ (at~ THRU TRAFFIC MERGE II.EFT "'J C36 R16 R17 R18 R49M R96 W11 (LT) W'l 1{RT) W58 W74 MON, MAY 10, 2004 03:07 P P0049601 SHEET10 L:\PROJECTS\741778\PDN\ TRAFFIC SHEET1 O.DWG X-REFS. PDN-BDR.DWG W2(LT) W2(RT) ROADWORK SPEED LIMIT C 17(30) 30 ,. TABLE 1 -ADVANCE WARNING AND TRANSITION AREA GUIDELINES MINIMUM DISTANCE (FT) * (L) SPACING OF STREET SPEED BETWEEN SIGNS AND MERGING TAPER CONES ALONG FROM LAST SIGN TO TAPER MIN. LENGTHS TAPER (FEET) ± - PASEO DEL NORTE 40 MPH 350 320 40 PALOMAR AIRPORT ROAD 35 MPH 350 320 35 ALL OTHERS 25 MPH 200 125 25 • BASED ON 12 FT LANE REDUCTION NOTES: 1. PROVIDE TWO-WAY ACCESS AT ALL DRIVEWAYS. 2. IF PRIVATE PROPERTY HAS TWO OR MORE DRIVEWAY ACCESSES. THEN ONE DRIVEWAY MAY BE CLOSED UPON PROPERTY OWNERS APPROVAL. PRIVATE DRIVEWAY 3. ONCE WORK IS COMPLETED ON ONE HALF OF THE DRIVEWAY ACCESS, IT CAN BE TRENCH PLATED AND WORK MAY PROCEED TD THE SECOND HALF. 10' MINIMUM 3. A FLAG PERSON SHALL BE PROVIDED TO AID IN THE CONTROL OF TRAFFIC FOR WORK ACROSS DRIVEWAYS. • ~~ ~~ i it 100504 WORK -¥<El¥ fl LTRENCH ACROSS DRIVEWAY ONE HALF AT A TIME STREET lYPiCAL DRIVEWAY ACCESS "AS BUil T" $&½. <3 , ... l~~/4~ P.E. 2SlZ'-EXP. 3·Il·aB ' DATE REVIEWED BY: I) &,];ff· I B-zs--o{. I " --- INSPECTOR V 0 DATE L!TI CITY OF CARLSBAD [5T] 0 ENGINEERING DEPARTMENT 3 IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER TRAFFIC CONTROL TYPICAL DETAILS AND CONSTRUCTION SIGNS APPROVE~.,~ WILLIAM). ~ A'./. --~ ,!R /;,_ ? ,, • ,,.,,, ~ DEffOTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE '" Pb l"i!//£1 ,,1,,,,., I I DRAWING NO. DWN BY: PM PROJECT NO. DATE 1NIT!AL DATE INITIAL DATE INITIAL CHKD BY: EP REVISION DESCRIPTION 3914 ENGINEER OF WORK OTHER APPROVAL CllY APPROVAL RVWD BY: RS 417-2 \ \ PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 \ \ • MON. MAY 10, 2004 03:10 P P0049601 SHEET11 L:\PROJECTS\741778\PDN\TRAFFIC SHEET11.DWG PA[Ot.AAR AIRPORT ROAD --··-·-- \ . :r C20(MID0LE) --' \ \ C13 4 C18 X-REFS, PDN-BDR.DWG, X-PDN-AUGN.DWG, X-TR-CNTRL-SURVEY.DWG, XTRAFF!CONTROL.OWG I-.. -r . + W74 C36 W74 \ 0 .. -f . R18 C18--< C20(LT) k W11 (LT) .. r C18 1 -.-i. C30 wsa . . "'1-4)-'-_ ~'---l"--14~' --4--1 1 ; f ' ,'/ . --,.., MIN./ , }~ i : ' .(/ ' ':........!! --, ! C2p(~T) ' I' PHASE 1 -PASEO DEL NORTE ~ WORI< HOURS 9: 00 PM THRU 5: 00 AM 30 60 120 240 GRAPHIC SCALE PA.SEO DEL NORTE 82 00 5.50 5.00 12.00 12.00 12.00 12.00 12.00 12.00 5.00 5.50 SW BL TL TL TL -BL SW J ' ' ~ ~ •• I Ii I ~ ~ I 39.00 WORK AR£A om SECTION C36 1 -,., ·-···-. ------··- C36 j PALOMAR AIRPORT ROAD 100504 ~12" RW PIPELINE ~ I C36 -__..--TYPICAL DRIVEWAY ¢= __-SEE SHEET 10 ACCESS - 1 C20(LT) ''AS BUILT'• H?.?1'4-,, ii (gu ..... up~/.1.i::_ TRAl'FIC SIGNAL NOTE: 1. FLASHING All·-RED PHASE WITH 4-WAY STOP CONTROL DURING WORK PE z.e,z, EXP. 3.·3t.· O L DATE HOURS. RESTORE TO NORMAL OPERATION DURING NON-WORKING HOURS. R~WEDBY:_ ~ 8-zs-a £~ --INSPECTOR DATE SHEET CITY OF CARISBAD I SH1Ers 1 ~G DEPARTMENT FOR: PASEO DEL NORTE RECYLED WATER TRAFFIC CONTROL PASEO DEL NORTE -SHEET 1 OF 3 APPROVl;D WILLIAM Ef ~R ~. ;_ ~. er= e ,,. -, ,,_ -i DEPUTY CITY ENGINEE~E28176 EXP. 3/31106 DATE 'J /A A5·.&l/1n I 11h1ll6 l,l)p,7 BY: PM/OW I I DATE INITIAL DATE DA1E DWN PROJECT NO. DRAWING NO. lN!TIAL INITIAL CHKD BY: EP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DJ;f-3914 417-2 \ \ \ \ \ PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 \ \ MON, MAY 10, 2004 03:11 P P0049601 SHEIT12 L:\PROJECTS\7 41778\PDN\TRAFFIC SHEIT1 2.DWG PALOMAR AIRPORT ROAD \ \ \ \ \ \ 0 X-REFS, PDN-BDR.DWG, X-PDN-ALIGN.DWG, X-TR-CNTRL-SURVEY.DWG, XTRAFFICONTROLDWG : :~ C13 i ' C13 1 f · C18 ··-· ·······"~'[-"""Y--,. , '141 t ~; f C13 RW PIPELINE ' '-1,, • i f/i>t-. i RH f': ,} 1 RH 1r w11cLrr '• '! 'W11(LT) PHASE 2 -PASEO DEL NORTE ,. WORK HOURS 9: 00 PM THRU 5: 00 AM C20(LT} i C20(LT) C13 ~. C18 30 60 120 240 GRAPHIC SCALE DATE INITIAL ENGINEER OF WORK PASEO DEL NORTE 82 00 .. . 5.50 5JJO 1?..00 1'.?,00 12.00 12.00 12.00 12.00 ,_5.00 5.50 -~-~--8L -. SW BL SW ◊ {1 ' . . ft ' ' In I I LJ ' ' ~ ' ij ' •·~ t I -H I I ~ 0 0 ci - 12" RW // ', (7 '· -- 22.00 I I [ 13.00 13.00 ~1 TRENCH TTL 39.00 WORK AREA SECTION C18 1 PALOMAR AIRPORT ROAD 100504 _TRAFFIC SIGNAL NOTE: "AS BUil TH 1 . SEE NOTE # 18, SHEET 9. -U/4:'~r. /a. •----_/L.a,;,,~ 7 P.E. '2. fJ /7 /, EXP. '!l·ll·iZA_ DATE REVIEWED BY: r 1,,1/ ~~ B-2S--t>6 / , INSPECTOR (/ ,, p DATE 1 s~r I CITY OF CARI.SB.AD I SH1E~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PASEO DEL NORTE RECYLED WATER TRAFFIC CONTROL PASEO DEL NORTE -SHEET 2 OF 3 ~•PPROVED. WILLIAM %,"'.4 ER 6--.1(2-04-~am. · ~ ~, .. ,.._. DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE 1//\ Df,;-'J//1 /J/2. J., tu"'° DWN BY: PM/DW I PROJECT NO. I DATE DAfE DRAWING NO. INITIAL INITIAL CHKD BY: EP REVISION DESCRIPTION OTHER APPROVAL CITf APPROVAL RVWD BY: -01:l -3914 417-2 C18 SR45 C20(BIKE) C20(LT) W11 (LT) C17(30) C30{8IKE) PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MON, MAY 10, 2004 03:13 P P0049601 SHEET13 L,\PROJECTS\741778\PDN\TRAFFIC SHEET13.DWG PASEO DEL NORTE 64.00 5.00 5.00 , , .co 11.00 10.00 11.00 11.00 5.00 5.00 S'II SL SW ~ 11 -H 0 12" RW'-0 ci 14.00 14.00 14.0J 18.00 TTL TTL TRENCH 36.00 WORK ARf.A SECTION CD ;·_; __ .. _ . PHASE 3 AND 4 -PASEO DEL NORTE WORK HOURS 9: 00 PM THRU 5: 00 AM 150' BUFFER ZONE l L 1/2 L SIDEWALK BIKE LANE ---1---CJO C30 BIKE LANE SIDEWALK C17(J0) TYPICAL TRAFFIC CONTROL PATTERN FOR PHASE 3 (SECTION C) AND PHASE 4 (SECTION D) NTS 0 30 60 i 20 ' GRAPHIC SCALE X-REFS, PON-BDR.DWG, X·PDN·AUGN.DWG, X··TR-CNTRL-SURVEY.DWG, XTRAFFICONTROLDWG 5.00 5.00 11.00 SW BL ~ 14.00 TTL . ..... PASEO DaNORIE ,,_,_. ·-•·--... --------.. --·····--. ··-•-·-- ~ .. . . ···-~ ······-·-·-·~ ·--· ·-·--·~ ,. . , __ ,,, '-·--·-· . C13 240 II\ .46 nl//1., t DATE lNIT!Al ENGINEER OF WORK REVISION PASEO DEL NORTE 64.00 11.00 10.00 11.00 11.00 5.00 5.00 SW 11 ' I T7'.!{F= +< 0 12" RW 0 0 14.00 bJ 6.00 TTL TRENCH 36.00 WORK AREA SECTION ED "AS BUILT" /.~"'Ii! ... &:;"'~' ¥~L4i!. EXP. ~Av~a ) P.E. 21117(, . DATE REVIE!LY: ~ l///4 . B-zs-~6 ' // ,P (J -INSPECTOR DATE 1 s~~T J CITY OF CARLSBAD I S~E~TS I ENGINEERING DEPARTMENT :FOR: PASEO DEL NORTE RECYLED WATER TRAFFIC CONTROL PASEO DEL NORTE -SHEET 3 OF 3 I APPROVEQ WI_LL!AM ~R 6-30-04-h~ • r: -• •' • '.'.k:\,,. DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE 1/hg/lt, .i1HE. DWN BY: PM,:'.DW I PROJECT NO. I DRAWING NO. DATE INITIAL 'DAfE INITIAL CHKD BY: EP DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: QD 3914 417-2