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HomeMy WebLinkAboutDWG 405-7; 3887-C; RECYCLED WATER - INDUSTRIAL PARK PIPELINES; 01-114CONSTRUCTION PLANS FOR ENCINA BASIN WATER RECLAMATION PROGRAM PHASE 2 RECYCLED WATER INDUSTRIAL PARK PIPELINES n1 n 41 ,F;Rr,"\ DIAL TOLL FREE . -~, 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA PARSONS OFFICES IN PRINCIPAL CITIES CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. 11 0 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619,687,0400 FRI, JUN 27, 20D3 02,50 P PDOB3821 SHEIT1 l\PROJECTS\741778\SHEITDl.DWG X-REFS, COC-BOR.OWG CONTRACT NO. 3887-C (SWRCB PROJECT NO. C-06-3903-190) CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT RAMONA FINNILA -VICE PRESIDENT ANN J. KULCHIN -DIRECTOR MA TT HALL -DIRECTOR MARK PACKARD -DIRECTOR RAYMOND PATCHETT CITY MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR GLENN PRUIM DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING JUNE 2003 "AS BUil T" P.E. __ EXP, __ _ DATE REVIEWED BY: LJ~ I rA -~ I0-14•~ INSPECTOR I O DATE 1 sHlEET I CITY OF CARLSBAD SHEETS t---+----+--------------,c----+---+---+----1 ENGINEERING DEPARTMENT 114 t---+----+--------------,r----+---+---+----1 ,--------------------t-l_l __________ !_-r--1 -11 IMPROVEMENT PLANS FOR: 1----+--+-----------+---------+---1-----------+---4 INDUSTRIAL PARK PIPELINES ENGINEER OF WORK TITLE SHEET A VED WILLIAM E. PLUMMER ,\ ()JI. A~✓ C38079 DANll 'IJ. lDU Rm RCE# 03;31;2005 r,,/311.lo:!::,_ EXPIRES: DfJE t---+----+-------------,f----t--+---+-------1 ~ ,l"' ~ C,-JQ-03 t ===t==l~~~~[~~Qi~J1~~J~~:J~~rr==t=r=m~~m TY cn'Y1NGINEt'R PM~rnt. EXP, 3/31/06 DATE 1,?,f'P.oveo felt 13,05 ( 'SI).µ~ l004 SPIU,,S ,) 'a/l}/01 n . , DWN BY: DRW I PROJECT NO, I DRAWING NO, DAT[ INITIAL DATE INITIAL CHKD BY NAB REVISION DESCRIPTION : 3887-C 405-7 OTHER APPROVAL CITY APPROVAL RVWD BY: DRD DATE INJTIAL ENGINEER OF WORK CONNECT TO E !STING PIPELINE @ EXISTING IN-SERVICE RECYCLED WATER PIPELINE PARSONS OFFICES IN PRINCIPAL CITIES MON, "-'Y 06, 2002 10:32 A 110 WEST •A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MODEL L:\PROJECTS\7 41778\COC-BOR.DWG PIPELINE "G• ~ PIPELINE "O" PIPELINE "M" PIPELINE "N" PIPELINE "L" PIPELINE •x• IPELINE PIPELINE •G• 39 PIPELINE "R" PIPELINE "p" PIPELINE CARLSBAD VILLAGE DR & GLASGOW INSET SEE SHEET 3 FOR LOCATION PIPELINE •s• \ ~~0;~ ~.M;~;=r~~~: ,'' ,, I a1 I I Pl~ELINE •A• I I f'IPELINE "B• \ \ \ \ N PIPELI E EXISTING 27"9 REPAIR CONNECTION TO BRESSI PUMP STATION BRESSI RANCH (ZONE 660) CONNECT TO EXISTING PIPELINE ® EXISTING 27"9 STL. PIPELINE (NOT IN SERVICE) RECYCLED WATER PUMP SlAT~IO~N~-------------------- LEGEND SHEET NUMBER 12 APPROXIMATE SHEET EXTENTS I RECYCLED WATER PIPELINE a, ' 2 15 fll 12 0 EXISTING 27"• REPAIR / CONNECTION TO MELROSE DR EXISTING IN-SERVICE (WITH POTABLE) RECYCLED WATER PIPELINE I L-----1 I ~\----- ~ ,f----~--------=--EXISTING RECYCLED WATER PIPELINE 1---_,,_ 58 I I/ ~II>~---/ ~ FI08I..E 10' 1 -1--RECYCLED WATER PIPELINE BY OTHERS GATE VALVE NUMBER OF RECYCLED WATER SERVICES PER PIPE SEGMENT NOTES: 1. SEE SHEET 74 FOR TRAFFIC CONTROL DRAWING INDEX. 2. SEE SHEET 99 FOR PAVEMENT OVERLAY DRAWING INDEX. 3. LOCATIONS OF RECYCLED WATER PIPELINES AND VALVES ARE APPROXIMATE. REFER TO P PROFILE SHEETS FOR PRECISE LOCATIONS. N AND HAS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: W.tP ,:.._.,..,, \ 'f? INSPECTOR ~ CITY OF CARLSBAD I SHEETS I ~--'---------------1==--+----+---------------+---l---+---+---l L_3_j ENGINEERING DEPARTMENT 114 l----t---+----------------1------4---+---+-----4 500 1000 2000 GRAPHIC SCALE DATE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITW. DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES DRAWING INDEX AND PROJECT LAYOUT APPROVED WILLIAM E. PLUMMER /4 .J-71-s. ~ -0Prr •?? lef ~Jo -03 D£P1:jfy CITY ENGINE~PE 28176 EXP. 3 31 06 DATE DWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB RVWD BY: DRD 3887-C 405-7 120303 SHEET NO. TITLE OR DESCRIPTION GENERAL 1 TITLE SHEET 2 DRAWING INDEX AND PROJECT LAYOUT 3 UST OF DRAWINGS, VICINITY AND LOCATION MAPS 4 LEGEND AND ABBREVIATIONS 5 NOTES 6 RECYCLED WATER IRRIGATION SERVICE SCHEDULE PIPELINE 7 CARLSBAD VILLAGE DR. -PLAN AND PROFILE -STA. 10+00 TO STA. 20+30.71 8 GLASGOW DRIVE -PLAN AND PROFILE -STA. 10+20 TO STA. 16+41.69 9 LOKER AVE. WEST -PLAN AND PROFILE -STA. 10+00 TO STA. 20+00 10 LOKER AVE. WEST -PLAN AND PROFILE -STA. 20+00 TO STA. 31 +00 11 LOKER AVE. WEST -PLAN AND PROFILE -STA. 31 +00 TO STA. 42+00 12 LOKER AVE. WEST/EAST -PLAN AND PROFILE -STA. 42+00 TO STA. 53+00 13 LOKER AVE. EAST -PLAN AND PROFILE -STA. 53+00 TO STA. 64+00 14 LOKER AVE. EAST -PLAN AND PROFILE -STA. 64+00 TO STA. 74+50 UST OF DRAWINGS 15 LOKER AVE. EAST/EL FUERTE ST. -PLAN AND PROFILE -STA. 74+50 TO STA. 76+67.30 AND STA. 10+00 TO STA. 14+41.30 16 SEA OTTER PLACE/SEA LION PLACE -PLAN AND PROFILE -STA. 10+00.97 TO STA. 14+54 AND STA. 10+00.97 TO STA. 13+60 17 FARADAY AVENUE -PLAN AND PROFILE -STA. 11+19.15 TO STA. 22+00 18 FARADAY AVENUE -PLAN AND PROFILE -STA. 22+00 TO STA. 32+00 19 FARADAY AVENUE -PLAN AND PROFILE -STA. 32+00 TO STA. 44+00 20 FARADAY AVENUE -PLAN AND PROFILE -STA. 44+00 TO STA. 54+00 21 FARADAY AVENUE -PLAN AND PROFILE -STA. 54+00 TO STA. 66+00 22 FARADAY AVENUE -PLAN AND PROFILE -STA. 66+00 TO STA. 78+00 23 FARADAY AVENUE -PLAN AND PROFILE -STA. 78+00 TO STA. 89+00 24 FARADAY AVENUE -PLAN AND PROFILE -STA. 89+00 TO STA. 101 +00 25 FARADAY AVENUE -PLAN AND PROFILE -STA. 101 +00 TO STA. 113+00 26 FARADAY AVENUE/ORION STREET -PLAN AND PROFILE -STA. 113+00 TO STA. 116+62.10 AND STA. 9+97 TO STA. 15+61 27 NEWTON DRIVE -PLAN AND PROFILE -STA. 10+02 TO STA. 16+49 28 VAN ALLEN WAY -PLAN AND PROFILE -STA. 9+46 TO STA. 20+00 29 VAN ALLEN WAY -PLAN AND PROFILE -STA. 20+00 TO STA. 22+27 30 RUTHERFORD CT./RD. -PLAN AND PROFILE -STA. 9+63 TO STA. 20+00 31 RUTHERFORD ROAD -PLAN AND PROFILE -STA. 20+00 TO STA. 30+00 32 RUTHERFORD ROAD -PLAN AND PROFILE -STA. 30+00 TO STA. 42+00 33 RUTHERFORD ROAD -PLAN AND PROFILE -STA. 42+00 TO STA. 53+00 34 RUTHERFORD ROAD -PLAN AND PROFILE -STA. 53+00 TO STA. 56+98.90 35 FARNSWORTH CT. / BALFOUR CT. -PLAN AND PROFILE -STA. 10+02 TO 15+08 AND STA. 10+02 TO STA. 13+46 36 GEIGER CT. / LANDAU CT. -PLAN AND PROFILE -STA. 10+02 TO STA. 13+89 AND STA. 10+02 TO STA. 12+58 37 PASCAL CT. -PLAN AND PROFILE -STA. 10+02 TO STA. 11 +89 38 PRIESTLY DRIVE -PLAN AND PROFILE -STA. 10+08 TO STA. 21 +00 39 PRIESTLY DRIVE/LA PLACE CT. -PLAN AND PROFILE -STA. 21 +00 TO STA. 24+42.07 AND STA. 9+99.04 TO STA. 13+09 40 EL CAMINO REAL -PLAN AND PROFILE -STA. 10+03 TO STA. 21 +00 41 EL CAMINO REAL -PLAN AND PROFILE -STA. 21 +00 TO STA. 33+00 42 EL CAMINO REAL -PLAN AND PROFILE -STA. 33+00 TO STA. 41 t 18.35 43 ASTON AVENUE -PLAN AND PROFILE -STA. 9+85 TO STA. 20+00 44 ASTON AVENUE -PLAN AND PROFILE -STA. 20+00 TO STA. 30+00 45 ASTON AVENUE -PLAN AND PROFILE -STA. 30+00 TO STA. 37+05 25 46 PASTEUR CT. / DARWIN CT. -PLAN AND PROFILE -STA. 10+01.01 TO STA. 14+02 AND STA. 9+98.97 TO STA. 16+02 47 COLLEGE BLVD -PLAN AND PROFILE -STA. 10+00 19+80.47 48 PALOMAR OAKS WAY -PLAN AND PROFILE -STA. 10+00 TO STA. 20+00 49 PALOMAR OAKS WAY -PLAN AND PROFILE -STA. 20+00 TO STA. 31 +50 50 PALOMAR OAKS WAY -PLAN AND PROFILE -STA. 31 +50 TO STA. 42+50 51 PALOMAR OAKS WAY/WRIGHT PLACE -PLAN AND PROFILE -STA. 42+50 TO STA. 47+12.22 AND STA. 9+98.97 TO STA. 14+39 52 DRYDEN PLACE -PLAN AND PROFILE -STA. 10+00.99 TO STA. 19+06 53 CAMINO VIDA ROBLE -PLAN AND PROFILE -STA. 9+98.98 TO STA. 19+00 54 CAMINO VIDA ROBLE -PLAN AND PROFILE -STA. 19+00 TO STA. 31 +00 55 CAMINO VIDA ROBLE -PLAN AND PROFILE -STA. 31 +00 TO STA. 43+00 56 CAMINO VIDA ROBLE -PLAN AND PROFILE -STA. 43+00 TO STA. 55+00 5 7 CAMINO VIDA ROBLE -PLAN AND PROFILE -STA. 55+00 TO STA. 67 +00 58 CAMINO VIDA ROBLE -PLAN AND PROFILE -STA. 67+00 TO STA. 79+00 59 CAMINO VIDA ROBLE -PLAN AND PROFILE -STA. 79+00 TO STA. 89+71.41 60 KELLOGG AVENUE -PLAN AND PROFILE -STA. 1 o+o 1 TO STA. 21 +00 61 KELLOGG AVENUE -PLAN AND PROFILE -STA. 21 +00 TO STA. 32+02.50 62 OWENS AVENUE -PLAN AND PROFILE -STA. 9+76 TO STA. 20+00 63 OWENS AVENUE -PLAN AND PROFILE -STA. 20+00 TO STA. 27 + 72 64 PALOMAR OAKS WY./CT. -PLAN AND PROFILE STA. -10+03.73 TO STA. 13+71.79 65 PIPELINE CONNECTION DETAILS 66 PIPELINE DETAILS -SHEET 1 OF 2 67 PIPELINE DETAILS -SHEET 2 OF 2 PRESSURE REDUCING STATION 68 69 70 FARADAY PRESSURE REDUCING STATION SITE PIPING PLAN AND PROFILE PRESSURE REDUCING STATION DETAILS -SHEET 1 OF 2 PRESSURE REDUCING STATION DETAILS -SHEET 2 OF 2 27-INCH PIPELINE CONVERSION 71 27-INCH PIPELINE -CONNECTION TO BRESSI PUMP STATION 72 27-INCH PIPELINE -REPAIRS IN PALOMAR AIRPORT ROAD 73 27-INCH PIPELINE -RECYCLED WATER CONNECTIONS IN PALOMAR AIRPORT ROAD PARSONS OFFICES IN PRINCIPAL CITIES 11 0 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 02:50 P P0083821 SHEET3 L\PROJECTS\ 7 41778\SHEET03.DWG X-REFS, COC-BDR.DWG SHEET NO. TITLE OR DESCRIPTION TRAFFIC CONTROL 74 TRAFFIC CONTROL -LEGEND, NOTES AND INDEX 75 TRAFFIC CONTROL -TYPICAL DETAILS AND CONSTRUCTION SIGNS 76 TRAFFIC CONTROL -FARADAY AVENUE -SHEET 1 OF 7 77 TRAFFIC CONTROL -FARADAY AVENUE -SHEET 2 OF 7 78 TRAFFIC CONTROL -FARADAY AVENUE -SHEET 3 OF 7 79 TRAFFIC CONTROL -FARADAY AVENUE -SHEET 4 OF 7 80 TRAFFIC CONTROL -FARADAY AVENUE -SHEET 5 OF 7 81 TRAFFIC CONTROL FARADAY AVENUE SHEET 6 OF 7 82 TRAFFIC CONTROL -FARADAY AVENUE -SHEET 7 OF 7 83 TRAFFIC CONTROL -EL CAMINO REAL -SHEET 1 OF 2 84 TRAFFIC CONTROL -EL CAMINO REAL -SHEET 2 OF 2 85 TRAFFIC CONTROL -CAMINO VIDA ROBLE -SHEET 1 OF 5 86 TRAFFIC CONTROL -CAMINO VIDA ROBLE -SHEET 2 OF 5 87 TRAFFIC CONTROL -CAMINO VIDA ROBLE -SHEET 3 OF 5 88 TRAFFIC CONTROL -CAMINO VIDA ROBLE -SHEET 4 OF 5 89 TRAFFIC CONTROL -CAMINO VIDA ROBLE -SHEET 5 OF 5 90 TRAFFIC CONTROL -COLLEGE BLVD -SHEET 1 OF 1 91 TRAFFIC CONTROL INTERSECTION -FARADAY AVE. -VAN ALLEN WAY 92 TRAFFIC CONTROL INTERSECTION -FARADAY AVE. -COLLEGE BLVD 93 TRAFFIC CONTROL INTERSECTION -FARADAY AVE. -EL CAMINO REAL 94 TRAFFIC CONTROL INTERSECTION -FARADAY AVE. -EL CAMINO REAL 95 TRAFFIC CONTROL INTERSECTION -PALOMAR AIRPORT RD. -CAMINO VIDA ROBLE 96 TRAFFIC CONTROL INTERSECTION -COLLEGE BLVD -ASTON AVE. 9 7 TRAFFIC CONTROL SECTIONS -SHEET 1 OF 2 98 TRAFFIC CONTROL SECTIONS -SHEET 2 OF 2 PAVEMENT OVERLAY 99 PAVEMENT OVERLAY -DRAWING INDEX 100 PAVEMENT OVERLAY -FARADAY AVENUE -SHEET 1 OF 4 101 PAVEMENT OVERLAY -FARADAY AVENUE -SHEET 2 OF 4 102 PAVEMENT OVERLAY -FARADAY AVENUE -SHEET 3 OF 4 103 PAVEMENT OVERLAY -FARADAY AVENUE -SHEET 4 OF 4 104 PAVEMENT OVERLAY RUTHERFORD ROAD -SHEET 1 OF 2 105 PAVEMENT OVERLAY -RUTHERFORD ROAD -SHEET 2 OF 2 106 PAVEMENT OVERLAY -PASCAL CT/BALFOUR/RUTHERFORD RD. 107 PAVEMENT OVERLAY -PRIESTLY DRIVE/LA PLACE CT. 108 PAVEMENT OVERLAY -EL CAMINO REAL 109 PAVEMENT OVERLAY -GEIGER CT/LANDAU CT./EL CAMINO REAL 110 PAVEMENT OVERLAY -ASTON AVENUE 111 PAVEMENT OVERLAY -PASTEUR CT/DARWIN CT/ASTON AVE. 112 PAVEMENT OVERLAY -CAMINO VIDA ROBLE -SHEET 1 OF 3 113 PAVEMENT OVERLAY -CAMINO VIDA ROBLE -SHEET 2 OF 3 114 PAVEMENT OVERLAY -CAMINO VIDA ROBLE -SHEET 3 OF 3 N CITY OF OCEANSIDE PACIFIC OCEAN 78 N ORANGE coJ-- ~ / SAN DIEGO CO. OCEANSIDE ,. PROJECT VICINITY PACIFIC OCEAN @1-----t-------:, PROJECT LOCATION CITY OF VISTA CITY OF SAN MARCOS LOCATION MAP NO TO SCALE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 5 DATE INITlAJ... OTHER APPROVAL 15 ,. 56 15 RIVERSIDE CO. ---------- ESCONDIDO ,. CHULA VISTA • •• SAN DIEGO CO. ,. 78 • •• VICINITY MAP NO TO SCALE .. AS BUil T .. PE EXP DATE REVIEW:~, BY Li). . . I,,.,,,_/ t0 i'f.c,&f INSPECTOR I , DATE I SH3ET I CITY OF CARLSBAD SHEETS 114 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES LIST OF DRAWINGS VICINITY AND LOCATION MAPS ~VED WILLIAM E. PLUMMER :,?d;11-i ✓, -D~ 11,-J. (I_ • 03 DEPUTY CITY ENGINEt.K PE 28176 EXP. 3/31/06 DATE DWN BY: PPM I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: NAB 3887-C 405-7 RVWD BY: DRD CITY APPROVAL 120-303 CJ :E G') ...ll..,l:::a,. ...li, 0 ~01 I ..... ABBREVIATIONS AND ACRONYMS ABBREVIATION OR ACRONYM AASHTO AB ABAND AC ACCT ACP AH ANA APPROX APWA AR AV AVE AWWA BC BCR BEG BF BFV BLK BLVD BO BVC BVSD C CA CB CCP Cl GIP GIPP CL CLR CMG CML CML&C, CMLC CMP CMWD co CONG CONT CP CPLG CRMWD cs CT CTR D DIA DI DIP DISC DR DTL DWG DWY E EC ECR EFF EL ELEC EP ESMT EVC EXIST, EX F FB FC FDRY FF FG FH FIP FL FLG FM FO FS FT FUT GA GALV GB GRND GV HDPE HDR HOR, HORIZ HP HPG HWY ID INT INV IP IRR, IRRIG LAT LB LF LG LP LT DESCRIPTION AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AGGREGATE BASE ABANDONED/ABANDONE ASPHALT CONCRETE ACCOUNT ASBESTOS CEMENT ACCESS HOLE ANALOG APPROXIMATELY AMERICAN PUBLIC WORKS ASSOCIATION AIR RELEASE VALVE AIR RELEASE & VACUUM RELIEF VALVE AVERAGE AMERICAN WATER WORKS ASSOCIATION BEGIN CURVE BEGIN CURB RETURN BEGIN BLIND FLANGE BUTTERFLY VALVE BLOCK BOULEVARD BLOWFF ASSEMBLY BEGIN VERTICAL CURVE BUENA VISTA SANITARY DISTRICT CONDUIT CABLE CATCH BASIN CONCRETE CYLINDER PIPE CAST IRON CAST IRON PIPE CAST IN PLACE PIPE CLASS CLEARANCE CEMENT MORTAR COATING CEMENT MORTAR LINING CEMENT MORTAR LINED & COATED CORRUGATED METAL PIPE CARLSBAD MUNICIPAL WATER DISTRICT CLEAN OUT (SEWER) CONCRETE CONTINUOUS, CONTINUATION CATHODIC PROTECTION COUPLING COSTA REAL MUNICIPAL WATER DISTRICT CORPORATION STOP COURT CENTER DEEP DIAMETER DUCTILE I RON DUCTILE IRON PIPE DISCRETE DRIVE DETAIL DRAWING DRIVEWAY EAST END CURVE END CURB RETURN EFFLUENT ELEVATION ELECTRIC, ELECTRICAL EDGE OF PAVEMENT EASEMENT END VERTICAL CURVE EXISTING FLARE FLAT BAR FACE OF CURB FOUNDRY FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FEMALE IRON PIPE FLOWLINE fLANGE FORCE MAIN FIBER OPTIC FINISHED SURF ACE FEET FUTURE GAUGE GALVANIZED GRADE BREAK GROUND GATE VALVE HIGH DENISTY POLYETHYLENE HEADER HORIZONTAL HIGH POINT, HIGH PRESSURE HIGH PRESSURE GAS HIGHWAY JNSIDE DIAMETER INTERSECITON INVERT IRON PIPE IRRIGATION LATERAL POUND LINEAR FEET LONG LOW POINT LEFT ABBREVIATION OR ACRONYM MAX MG MH MIN MIP MJ mm MT N NAP NO NTS OC OD OH PC PCC PE PED Pl PIT PO POS pp PRC PRV PSI PT PUE PVC PVMT R (RAD) RAD RCB RCP RD REBAR REC REINF RESTR RESVR REO'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 & @ ll = DESCRIPTION MAXIMUM MILLION GALLONS MANHOLE MINIMUM MALE IRON PIPE MECHANICAL JOINT MILLIMETER 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 PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PAVEMENT RADIUS RADIAL REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE ROAD REINFORCING STEEL RECYCLED REINFORCED RESTRAINED RESERVOIR REQUIRED RING "TITE", RIGHT REINFORCED THERMOSETTING-RESIN PIPE RECLAIMED WATER RIGHT-OF -WAY SOUTH, SLOPE OR GRADIENT OF PIPELINE 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 PIPE VOLT ALTERNATING CURRENT VERTICAL VERTICAL POINT OF INFLECTION WEST, WIDE WELDED JOINTS WATER METER WATER SERVICE WELDED STEEL PIPE BY ANO AT CENTERLINE DEGREES DELTA ANGLE DIAMETER EQUALS LESS THAN LESS THAN OR EQUAL TO GREATER THAIII GREATER THAN OR EQUAL TO MINUS 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. I---_P_A_R_S_D_N_S_--1 1 ,fl:.r OFFICES IN PRINCIPAL CITIES -. ~ ■ } * ExP. 03/31 /OS * 110 WEST ''A'' STREET -SUITE 1050 '%,~ c,v 11. 1Jf SAN DIEGO, CA 92101 -619.687.0400 or Cf>.1-'' FRI, JUN 27, 200.3 02:51 P P0083821 SH£ET4 Lc\PROJECTS\ 7 4 1 778\SHEET04.DWG X-REFS, COC-BDR.DWG LEGEND SYMBOL . DESCRIPTION CENTERLINE EXISTING WATER LINE-SIZE AS INDICATED EXISTING RECLAIMED WATER LINE-SIZE AS INDICATED EXISTING GRAVITY SEWER LINE -SIZE AS INDICATED EXISTING SEWER FORCE MAIN-SIZE AS INDICATED EXISITNG STORM DRAIN-SIZE AS INDICATED EXISTING ELECTRIC EXISTING TELEPHONE EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE-SIZE AS INDICATED EXISTING FUEL PIPELINE EXISTING FIBER OPTIC _]3_/_W_ EXISTING RIGHT-OF -WAY LINE ■ I • I -i □ I E s 0 A ~ e e ][ @ W15 RECLAIMED WATER LINE-SIZE AS INDICATED FIBER OPTIC BLOW OFF ASSEMBLY (PLAN) AIR VACCUUM VALVE ASSEMBLY (PLAN) MANUAL AIR VACCUUM 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 DRAWING NUMBER EXISTING TOPOGRAPHY SYMBOLS AND ABBREVIATIONS SYMBOL ABBREVIATION OR ACRONYM AC BFP CATV CATV PED CHH COMM COMM HH CONG., Cone COND 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) EXISTING TOPOGRAPHY SYMBOLS AND ABBREVIATIONS (CONT) SYMBOL ABBREVIATION OR ACRONYM EPED EHH DESCRIPTION ELECTRICAL PEDESTAL ELECTRICAL HANDHOLE SYMBOL ABBREVIATION OR ACRONYM DESCRIPTION SEWER MANHOLE EHH STLT, EHH/STLT ELECTRICAL HANDHOLE FOR STREET LIGHT, WITH OR WITHOUT STREETLIGHT SMH SPICP SPKR STLT SWUD SOLAR POWERED IRRIGATION CONTROL PANEL SPEAKER ELECT EM EMPED EMH EV F/0 FH FOV FS G VAULT GMH GMP GP GV Hdwl HH HH "RVC" IC PED ICV ICVR ICV-RCW IRR IRR PED MB MH MON MRKD, MKD PED PRA PVC RCP RCV sco SDGE SDMH SL SLHH SLV ELECTRICAL ELECTRIC METER (UTILITY) ELECTRIC METER PEDESTAL (UTILITY) ELECTRICAL MANHOLE ELECTRICAL VAULT FIBER OPTIC FENCE FIRE HYDRANT FIBER OPTIC VAULT FIRE SERVICE (WATER) GAS VAULT GAS LINE GAS MANHOLE GAS MARKER POST GUARD POST GAS VALVE HEADWALL 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 I I I I 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 STREET LIGHT SIDEWALK UNDERDRAIN TELEPHONE PANEL TELEPHONE PEDESTAL TELEPHONE VAULT TELECOMMUNICATION PEDESTAL HANDHOLE MARKED 'TCC" HANDHOLE MARKED ''TCG" HANDHOLE MARKED "TC" TELEPHONE TEMPORARY TEMPORARY POWER POLE TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE PEDESTAL TELEPl➔ONE PANEL VAULT TREE, SHRUB ELECTRICAL TRANSFORMER TRAFFIC SIGNAL TRAFFIC SIGNAL CONTROL BOX TRAFFIC SIGNAL HANDHOLE TELEVISION TELEVISION PEDESTAL WATER GATE VALVE WATER HANDHOLE WATER METER OR AIR VACUUM VALVE VAULT (WITH VENT CAN) WATER MANHOLE WATER VALVE "AS BUILT" P.E. EXP. DATE REVIEWiD, BY: I I u). ,:~ \ ,.l'l. 10-l<t~D<'f r INSPECTOR I DATE I SH~ET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 114 IMPROVEMENT PLANS F'OR: INDUSTRIAL PARK PIPELINES LEGEND AND ABBREVIATIONS APPROVED WILLIAM ~UMMER /4/,ea?4n r-: ~;:,t~·='::!:C'I.~--~,1<2-Q::] DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE 1---+-----,f-------------------+---+--~l-------,f-----l :=.:;:=ow=N==::::B=Y=, =:;:PP:;:M==:::;~I===P=R=oJ=E=c=T=N=o=.==::;-I;:'D::R::A=W=IN=G=N=o~. DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITl<\L CRVHWKDD BBYY_ DNARBD 3887-C 405-7 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 120303 .i::,. 0 ...., C :E G) ...lo, .,l:::a,. ~o 01 I ........ GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS 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 A AND _A___;;IZE 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 THE APPROPRIATE SHEET OF THE PLANS ANO 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 ANO {C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL Jl£ l:I.ELQ..Jl--11:1£~.D_OEflCE. _ffi!OR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE 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-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED ~i<IOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 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 SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, LOCAL STATE ANO 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 CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABI ISHFD BY THE CONSTRIICTION SAF.EIY. _GRDERS. IlIL£ 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE_ PREPARED .. 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, OPERATIONS WII L CEASE IMMEDIATELY AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED DN WEEKENDS OR HOLIDAYS. {A UST 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 WITHOUT 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 UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES {ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY 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, ANO DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 23. TWO {2) SETS OF SURVEY {CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. PARSONS OFFICES IN PRINCIPAL CITIES 11 0 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 02:52 P P00B3821 SHEETS L \PROJECTS\ 7 41778\SHEETOS.DWG X-REFS, COC-BDR.DWG 24. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL DANIELS CABLEVISION CITY OF CARLSBAD{STREETS ANO STORM DRAIN) 'CITY OF CARLSBAO(SEWER,WATER & RECLAIMED WATER) 'SAN DIEGUITO WATER DISTRICT 'LEUCADIA COUNTY WATER DISTRICT 'VALLECITOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT '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)744-0460 {619)753-6466 (619)565-5657 25. ALL RECYCLED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TliE "CARLSBAD RECLAMATION RULES AND 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 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 AND DISTRICT SUPERINTRNDENT 30. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION PER CMWD 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-BUILT 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 ANO 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, AS-BUILT DRAWINGS, AND SITE INSPECTION. NOT ALL UNDERGROUND UTILITIES ARE SHOWN, PARTICULARLY THOSE NOT IN THE VICINITY OF THE ALIGNMENT OF THE RECYCLED WATER PIPELINES. CONTRACTOR SHALL VERIFY THE HORIZONTAL LOCATIONS OF ALL UTILITIES WITHIN A MINIMUM OF 15 FT OF THE PROPOSED PIPELINE ALGINMENT, RECYCLED WATER SERVICES, PIPELINE APPURENANCES, 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 DRAWINGS. SUCH NOTIFICATION SHALL BE SUFFICIENTLY IN ADVANCE OF CONSrnuCTION TO ALLOW FOR REALIGNMENT OF THE RECYCLED WATER PIPELINE IF NECESSARY. SEE GENERAL NOTE 21. 33. RECYCLED WATER PIPELINE STATIONING, COORDINATES, AND CURVE DATA REFER TO THE CENTERLINE 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 PIPELINE 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 LIMIT. 35. THE VERTICAL LOCATION OF SOME EXISTING UNDERGROUND UTILITIES INCLUDING GAS DISTRIBUTION, ELECTRICAL, TELEPHONE, CABLE TV, AND OTHERS ARE NOT SHOWN ON THE PIPELINE PLAN 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 TRAFFIC CONTROL AND STREET LIGHTING CONDUITS ARE NOT SHOWN ON THE PIPELINE PLAN AND PROFILE DRAWINGS. IT IS ANTICIPATED THAT THESE CONDUITS WILL BE ABOVE THE RECYCLED WATER PIPELINES. CONTRACTOR SHALL LOCATE ALL TRAFFIC CONTROL AND STREET LIGHTING BURIED CONDUIT CROSSING THE RECYCLED WATER PIPELINES ALIGNMENT 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 RECYLED 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-CONSTRUCTION SURVEYING INDICATES THAT A MINIMUM DEPTH OF COVER LESS THAN 4.5 FT WILL 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 AND ON THE VERTICAL LOCATIONS OF EXISTING UTILITIES DEVELOPED AS DESCRIBED ABOVE. A MINIMUM OF 1 FT CLEAR BETWEEN THE RECYLED WATER PIPELINE AND EXISTING WATER AND SEWER PIPES SHALL BE PROVIDED AT RECYCLED WATER PIPELINE CROSSINGS OF WATER MAINS AND SERVICES AND SEWER MAINS AND LATERALS. THE CONTRACTOR SHALL NOTIFY THE OWNER WHEN THE RECYCLED WATER PIPE PROFILE SHOWN ON THE PLAN ANO 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 THE 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 JOINTS WITHIN 10 FT HORIZONTALLY OF THE POTABLE WATER MAIN. FOR RECYCLED WATER MAIN CROSSINGS OF SEWER GRAVITY AND FORCE MAINS WITHIN 1 FT VERTICAL CLEAR ABOVE ANO 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 ANO 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 SHALL FIELD VERIFY WITH THE OWNER THE LOCATION OF ALL PIPELINE APPURTENANCES INCLUDING AIR VACUUM VALVE ASSEMBLIES AND BLOWOFF AND MANUAL AIR RELEASE VALVE BOXES. 42. CONTRACTOR SHALL VERIFY BY POTHOLING THE HORIZONTAL AND 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 CARLSBAD VILLAGE DRIVE/COLLEGE BLVD, AT THE WEST END OF FARADAY, AND AT MELROSE DRIVE/PALOMAR AIRPORT RD. 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 EL CAMINO REAL AND CAMINO VIDA ROBLE. DEPENDING ON THE PROGRESS OF WORK BY OTHERS, THE CONTRACTOR SHALL EITHER LOCATE AND CONNECT TO AN EXISTING PLAIN END OF PIP[ IF THE WORK BY OTHERS IS COMPLETED OR TEMPORARILY PLUG AND MARK THE LOCATION OF THE END OF PIPE (PLAIN END) IF THE WORK BY OTHERS IS NOT COMPLETE. FOR CONNECTION TO EXISTING END OF PIPE, CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING END OF PIPE PRIOR TO CONSTRUCTION OF PIPELINE WITHIN 300 FT OF CONNECTION POINT. 45. THE CONTRACTOR SHALL REPLACE IN KIND AND IN ACCORDANCE WITH ALL CITY OF CARLSBAD STANDARDS ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PAVEMENT, SIDEWALKS, CURBS, CURBS AND GUTTERS, MEDIAN IMPROVEMENTS, BERMS, PAVED AND DIRT ROADS, DRAINAGE DITCHES, CUI.VERTS, DRAIN PIPES, SEWER LATERALS, WATER SERVICES, LANDSCAPING, LANDSCAPE IRRIGATION FACILITIES, TRAFFIC BARRIERS, AND TRAFFIC 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 PLACE EXISTING ABANDONED UNDERGROUND IMPROVEMENTS. WHERE SPECIFICALLY ALLOWED BY THE CITY CONSTRUCTION REPRESENTATIVE OR WHERE NECESSARY FOR PIPELINE CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DRAWINGS, THE CONTRACTOR MAY REMOVE SECTIONS OF EXISTING ABANDONED UTILITIES WITHIN THE PIPE TRENCH EXCAVATION. 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 WORK INCLUDES CROSSING OF LARGER DIAMETER {16", 20", AND 30") HIGH PRESSURE GAS TRANSMISSION PIPELINES AT SEVERAL LOCATIONS. A MINIMUM VERTICAL CLEAR DISTANCE OF 1.5 FT SHALL BE MAINTAINED BETWEEN THESE GAS PIPELINES AND CROSSING RECYCLED WATER PIPELINES. CONTRACTOR SHALL POTHOLE TO ESTABLISH THE VERTICAL AND HORIZONTAL LOCATION OF THESE PIPELINES AT EACH RECYCLED WATER CROSSING PRIOR TO AND SUFFICIENTLY AHEAD OF RECYCLED WATER TRENCH EXCAVATION TO PERMIT REVISIONS TO THE RECYCLED WATER PROFILE IF NECESSARY. A REPRESENTATIVE OF SAN DIEGO GAS & ELECTRICAL MUST BE PRESENT DURING ANY EXCAVATION, INCLUDING POTHOLING, WITHIN 5 FT OF THESE PIPELINES. CONTACT KEITH MCKAY OF SDG&E AT {760) 535-7821 AT LEAST 48 HOURS PRIOR TO SCHEDULE SDG&E SITE REPRESENTATION DURING WORK NEAR THESE PIPELINES. 48. THE RECYLED WATER PIPELINE WORK IN EL CAMINO REAL INVOLVES EXCAVATION PARALLEL TO TWO EXISTING UNDERGROUND FUEL PIPELINES. CONTRACTOR SHALL EXERSIZE EXTREME CAUTION DURING RECYCLED WATER PIPELINE EXCAVATION TO AVOID DISTURBANCE OF THESE PIPELINES. CONTACT SFPP AREA MANAGER R.C. BISHOP AT {619) 283-4813 AT LEAST ONE WEEK PRIOR TO COMMENCEMENT OF WORK IN EL CAMINO REAL TO ARRANGE TO HAVE A REPRESENTATIVE PRESENT DURING WORK NEAR THE PIPELINES. 49. TRAFFIC CONTROL PLANS HAVE BEEN PREPARED FDR RECYCLED WATER PIPELINE CONSTRUCTION WORK IN MAJOR ARTERIAL ROADWAYS AND FOR SIGNALIZED INTERSECTIONS AND ARE INCLUDED IN THE CONTRACT DRAWING SET. THESE TRAFFIC CONTROL PLANS HAVE BEEN APPROVED BY THE CITY TRAFFIC ENGINEER AND SHALL BE SUBMITTED TO THE CITY FOR RIGHT-OF -WAY PERMIT APPLICATION AND USED FOR PIPELINE CONSTRUCTION IN THE AREAS SHOWN. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CITY TRAFFIC ENGINEER TRAFFIC CONTROL PLANS FOR WORK IN CITY ROAD RIGHT-OF -WAY FOR ALL OTHER CONSTRUCTION, INCLUDING SERVICE LATERALS IN ALL AREAS AND PAVEMENT OVERLAY WORK, AS PART OF THE RIGHT-OF-WAY PERMIT APPLICATION PROCESS. 50. TRAFFIC CONTROL LOOPS EMBEDDED IN THE PAVEMENT EXIST IN THE PROJECT WORK AREA AT THE INTERSECTIONS OF: ( 1) FARADAY AVE/COLLEGE BLVD (2) FARADAY AVE/VAN ALLEN WAY (3) FARADAY AVE/EL CAMINO REAL (4) COLLEGE BLVD/ASTON AVE (5) CAMINO VIDA ROBLE/PALOMAR AIRPORT RD {6) CAMINO VIDA ROBLE/EL CAMINO REAL. SEE TRAFFIC CONTROL PLANS FOR 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. TRAFFIC CONTROL LOOPS AT THE INTERSECTION OF FARADAY AVE AND EL CAMINO REAL HAVE BEEN REPLACED BY VIDEO DETECTORS, ARE ABANDONDED AND DO NOT REQUIRE REPLACEMENT. 51. ANTICIPATED GEOLOGICAL CONDITIONS FOR CONSTRUCTION OF THE WORK ARE DESCRIBED IN "GEOTECHNICAL EVALUATION INDUSTRIAL PARK PIPELINES PROJECT ENCINA BASIN WATER RECLAMATION PROGRAM CARLSBAD, CALIFORNIA, DATED JUNE 7, 2002, PREPARED "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 RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PARSONS ADDRESS: 110 WEST "A" STREET SUITE 1050 CITY, ST.: SAN DIEGO, CA 92101 TELEPHONE: (619) 687-0400 BY: DATE: DANIEL R. DUPREY R.C.E. NO.: C038079 EXP. 03/31/05 WORK TO BE DONE 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. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE "GEOTECHNICAL EVALUATION, INDUSTRIAL PARK PIPELINES PROJECT, ENCINA BASIN WATER RECLAMATION PROGRAM", DATED 6/7 /02. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. SURVEY CONTROL THE BASIS OF BEARINGS AND COORDINATES 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. THE BASIS OF ELEVATIONS FOR THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 {NAVD88), PER RECORD OF SURVEY NO. 17271. SEE TABLE OF PRIMARY CONTROL POINTS BELOW. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY LINTVEDT, MCCOLL & ASSOCIATES BY PHOTOGRAMMETRIC METHODS WITH SUPPLEMENTAL GROUND SURVEYS FROM INFORMATION GATHERED BETWEEN APRIL 2002 AND OCTOBER 2002. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PRIMARY CONTROL POINTS SHOWN BELOW WERE USED WITH FIXED HORIZONTAL AND VERTICAL VALUES PER RECORD OF SURVEY NO. 17271. AREA # NORTHING EASTING <{ w Ct: <{ Ct: 0 s: 0 0 C/l <{ ..., 0 <{ w Ct: <{ >- 0: 0 a. Ct: ;:;: 089 20D5781 011 6238789.317 090 2006421.176 6241735.815 091 2009296 64 7 6240550. 439 114 2003406.383 6240982.305 060 1995243.915 6242329.573 064 1989041.539 6241521.635 068 1986332.145 624 7620. 831 071 1992505.619 6256517.394 077 1996086.569 6256694.930 ELEVATION 281.128 378.472 305 016 194.739 246.851 241.125 270.698 446.169 333.820 DESCRIPTION 2-1/2" DISK "CLSB-089 LS 6215" IN S CURB OF CARLSBAD VILLAGE DRIVE IN MIDDLE IF CURVE CONCAVE NE, 204 FEET SE'L Y OF VICTORIA AVE. 2-1/2" DISK "CLSB-090 LS 6215" IN MEDIAN ISLAND CURB OF COLLEGE BL 90 FT NORTH OF CENTER OF CARLSBAD VILLAGE DR WELL MONUMENT MARKED "RCE 26433" IN CENTER OF BULB CULD-DE-SAC AT NORTH END OF MILFORD PLACE 0.2 MILE NORTH OF TAMARACK AVE WELL MONUMENT MARKED "LS 3465" AT END OF CURVE OPPOSITE 4793 GATESHEAD RD 2" IRON PIPE AND DISK "CLSB-060 LS 6215" IN CONCRETE COLLAR 15' SLY OF SE CORNER OF CITY OF CARLSBAD OFFICES PARKING LOT AT 1635 FARADAY AVE. WELL MONUMENT MARKED "LS 5669" AT INTERSECTION OF COBBLESTONE RD AND SAPPHIRE DR 2-1/2" DISK "CLSB-068 LS 6215" IN DRAINAGE BOX INLET SO SIDE OF CASSIA ST OPPOSITE E INTERSECTION OF KALMIA ST 2" DISK "GPS CONTROL PT. 2002" IN SIDEWALK N SIDE PALOMAR AIRPORT ROAD 300 FT W OF MELROSE DR 2-1/2" DISK "CLSB-077 LS 6215" IN SE CORNER OF DRAINAGE BOX INLET ON S SIDE OF FARADAY AVE 115 FT W OF BROOKHAVEN PASS AERIAL CONTROL POINTS SHOWN HEREON ARE LISTED TO TWO DECIMAL PLACES. HORIZONTAL AND VERTICAL POSITIONAL ACCURACY OF THE POINTS IS ± 0.1 FEET. ALL LAYOUT OF WORK TO BE CONSTRUCTED SHOULD BE BASED UPON THE PRIMARY CONTROL POINTS ABOVE # NORTHING 1 1989142.47 2 1988110.88 3 1992288.97 4 1992627.39 5 1992320. 28 6 1992442.58 EASTING 6250307.38 6249809.22 6250397.07 6252631.44 6254692.81 6256945. 79 7 1993837.53 6256132.03 8 1993949.62 6253205. 75 9 1993511. 75 6249490. 98 10 1994811.45 6250019. 44 11 199435 7. 70 6247541.92 12 1992745.19 6246612.40 13 1993900.88 6244994.38 14 1995169.88 6244508.55 15 1993534.37 6243140. 40 16 1995547.24 6241793. 28 ELEVATION 314 04 314.87 286.24 387.60 449.03 450.93 436.00 380.45 318. 22 335.06 307.31 293.14 261.75 248.08 252.87 163.48 # NORTHING EASTING ELEVATION 17 1994597.16 6241734.22 131. 43 18 1992031.39 6242997.24 278.85 19 1990418.68 6242302.55 170.19 20 1990673.72 6244897.29 308.49 21 1989018. 23 6245079. 73 208.95 22 1988044.07 6247190.68 189.53 23 1988518. 41 6248281.42 203.61 24 2005217.47 6240263. 76 299.04 25 2006103.22 6240171.73 309.35 26 2006415. 50 6241231.02 381.12 27 2004973. 79 6241230.71 336.18 "AS BUil T" 28 2005677.40 6240972.83 359.89 201 1987615.88 6246382.86 190.16 202 1987622.61 6246209.99 188.95 P.E. ___ _ EXP. ___ _ DATE 203 1987654. 40 6245986.43 188.84 REVIEWED BY: {1).DI. INSPECTOR I I BY NINYO & MOORE GEOTECHNICAL AND ENVIRONMENTAL SERVICES CONSULTANTS. Tl➔IS DOCUMENT IS AVAILABLE FROM THE OWNER AND IS PROVIDED FOR INFORMATION ONLY AND IS NOT PART OF THE CONTRACT DOCUMENTS. 1---t----+------------+---+--t----+--i I SH5EET I ~C_I_T_Y_O_F_C_AR_IS_B_AD~·S-ll[-[TS~ _ ENGINEERING DEPARTMENT _ 114 52. SEE SHEET 69 FOR PRESSURE REDUCING STATION NOTES. 53. SEE SHEET 74 FOR TRAFFIC CONTROL NOTES. 1---+---f------------------+---+----+------ 54. SEE SHEET 99 FOR PAVEMENT OVERLAY NOTES. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES NOTES APPROVED WILLl~E. PLUM! E ,,?-,,/,?./-.--7 , r .. ' 6--30-0;J DEPUTY CITY ENGINEER 'Pl 28176 EXP. 3/31/06 DATE DWN BY: DRW I CHKD BY: NAB RVWD BY: DRD . PROJECT NO. 3887-C I DRAWING NO. . 405-7 120303 NO. SHEET PIPELINE PIPELINE REF. ACCOUNT STREET STREET NAME METER NO. SHEET PIPELINE PIPELINE REF. ACCOUNT NO. LETTER NAME NO. NO. NO. NO. NO. LETTER NAME NO. NO. 1 8 B GLASGOW 1 4724400 2997 GLASGOW OR 0001605817 60 23 G FARADAY 23 8303905 2 8 B GLASGOW 2 4724500 2997 GLASGOW OR 0001605798 61 23 G FARADAY 24 8303900 3 9 C LOKER 1 8317410 2701 LOKER AV WEST 0047763553 62 23 G FARADAY 25 8303800 4 9 C LOKER 2 8317300 1 LOKER AV WEST 0001403708 63 24 G FARADAY 26 8303100 5 9 C LOKER 3 8317500 21 LOKER AV WEST 0086037154 64 24 G FARADAY 27 8302200 6 9 C LOKER 4 8317390 2714 LOKER AV WEST 0088536762 65 24 G FARADAY 28 8302700 7 9 C LOKER 5 8317570 2711 LOKER AV WEST 0043920088 66 24 G FARADAY 29 8302800 8 10 C LOKER 6 8317270 2720 LOKER AV WEST 0036608543 67 24 G FARADAY 30 9 10 C LOKER 7 8317610 2731 LOKER AV WEST 0047176014 68 24 G FARADAY 31 8517390 10 10 C LOKER 8 8316700 7 LOKER AV WEST 0086037152 69 25 G FARADAY 32 8517410 11 10 C LOKER 9 8317600 20 LOKER AV WEST 0086037236 70 25 G FARADAY 33 8517422 12 10 C LOKER 10 8316650 2752 LOKER AV WEST 0087610138 71 26 H ORION 1 8518500 13 10 C LOKER 1 1 8316500 9 LOKER AV WEST 0024803898 72 27 I NEWTON 1 8300040 14 10 C LOKER 12 8316460 2762 LOKER AV WEST 0031936768 73 27 I NEWTON 2 8300038 15 1 1 C LOKER 13 8317700 2747 LOKER AV WEST 0047613400 74 27 I NEWTON 3 8300034 16 11 C LOKER 14 8317810 2765 LOKER AV WEST 0001522257 75 27 I NEWTON 4 8300052 17 11 C LOKER 15 8317910 2777 LOKER AV WEST 0001315880 76 28 J VAN ALLEN 1 8300075 18 12 C LOKER 16 8318120 2791 LOKER AV WEST 0089006981 77 28 J VAN ALLEN 2 8300073 19 12 C LOKER 1 7 8316005 2794 LOKER AV WEST 0087610141 78 28 J VAN ALLEN 3 8300012 20 12 C LOKER 18 8316000 14 LOKER AV WEST 0001446959 79 29 J VAN ALLEN 4 8312700 21 12 C LOKER 19 8318100 2793 LOKER AV WEST 0089006979 80 30 K RUTHERFORD 1 8305514 22 12 C LOKER 20 8318000 18 LOKER AV WEST 0086037228 81 30 K RUTHERFORD 2 8305517 23 12 C LOKER 21 8318200 LOT 23 LOKER AV EAST 0038566811 82 30 K RUTHERFORD 3 8305512 24 12 C LOKER 22 8318220 2819 LOKER AV EAST 0001523237 83 30 K RUTHERFORD 4 8305510 25 13 C LOKER 23 8318430 2841 LOKER AV EAST 0001323163 84 30 K RUTHERFORD 5 8305504 26 13 C LOKER 24 8318420 2839 LOKER AV EAST 0001323169 85 31 K RUTHERFORD 6 8305440 27 14 C LOKER 25 8314100 2858 LOKER AV EAST 0001572672 86 31 K RUTHERFORD 7 8305500 28 14 C LOKER 26 8318520 2875 LOKER AV EAST 0088536120 87 31 K RUTHERFORD 8 8305405 29 14 C LOKER 27 8318650 2885 LOKER AV EAST 0001586636 88 32 K RUTHERFORD 9 8300150 30 15 C LOKER 28 8314000 34 LOKER AV EAST 0038566809 89 32 K RUTHERFORD 10 8305400 31 15 D EL FUERTE 1 8315000 LOT24 EL FUERTE ST 0088536757 90 33 K RUTHERFORD 11 8305100 32 15 D EL FUERTE 2 8315995 14 EL FUERTE ST 0038566812 91 33 K RUTHERFORD 12 8300900 33 16 E SEA OTTER 1 8314800 2840 LOKER AV EAST 0001523244 92 33 K RUTHERFORD 13 8301200 34 16 E SEA OTTER 2 8314610 5932 SEA OTTER PL 0001323159 93 34 K RUTHERFORD 14 8301400 35 16 E SEA OTTER 3 8314790 5909 SEA OTTER PL 0001194049 94 35 L FARNSWORTH 1 8300011 36 16 F SEA LION 4 8314500 5931-5933 SEA LION PL 0001323171 95 35 L FARNSWORTH 2 8300009 37 16 F SEA LION 5 8314430 5909 SEA LION PL 0047613439 96 35 L FARNSWORTH 3 8300000 38 17 G FARADAY 1 8300043 1525 FARADAY AV 0058982038 97 35 L FARNSWORTH 4 8300010 39 17 G FARADAY 2 8300059 1535 FARADAY AV 0048026748 98 35 M BALFOUR 5 8300084 40 17 G FARADAY 3 8300049 1530 FARADAY AV 0047613401 99 35 M BALFOUR 6 8300100 41 18 G FARADAY 4 8300048 1600 FARADAY AV 0001473667 100 36 N GEIGER 1 8300300 42 18 G FARADAY 5 8300055 1610 FARADAY AV 0048131764 101 36 N GEIGER 2 8300310 43 18 G FARADAY 6 8300063 1580 FARADAY AV 0001395316 102 36 0 LANDAU 3 8300500 44 18 G FARADAY 7 8300046 1620 FARADAY AV 0048026746 103 37 p PASCAL 1 8301170 45 18 G FARADAY 8 8300044 1630 FARADAY AV 0047613437 104 37 p PASCAL 2 8301000 46 18 G FARADAY 9 8300066 1635 FARADAY AV 0097921712 105 38 0 PRIESTLY 1 8304800 47 19 G FARADAY 10 8602000 2399 CAMINO HILLS DRIVE 0001466708 106 38 0 PRIESTLY 2 8304890 48 19 G FARADAY 11 8300041 1625 FARADAY AV 0001396742 107 39 R LA PLACE 1 8302130 49 19 G FARADAY 12 8300068 1675 FARADAY AV 0001523235 108 39 R LA PLACE 2 8302100 50 19 G FARADAY 13 8300070 1695 FARADAY AV 0047514576 109 39 R LA PLACE 3 8302159 51 20 G FARADAY 14 8300032 5791 VAN ALLEN WY 0001554972 110 42 s EL CAMINO REAL I 8302750 52 21 G FARADAY 15 8305600 STA 68+00 COLLEGE BL 0039137326 111 43 T ASTON I 8305630 53 21 G FARADAY 16 8305521 2000 FARADAY AV 0047613427 112 43 T ASTON 2 8305620 54 21 G FARADAY 1 7 8305520 0 COLLEGE BL 0001561190 113 43 T ASTON 3 8305615 55 22 G FARADAY 18 8304000 2196 FARADAY AV 0033500947 114 43 T ASTON 4 8305610 56 22 G FARADAY 19 8304068 2131 FARADAY AV 0060044928 115 43 T ASTON 5 8312301 57 22 G FARADAY 20 8304082 2215 FARADAY AV 0086034024 116 43 T ASTON 6 8305605 58 22 G FARADAY 21 8303910 2200 FARADAY AV 0001234822 117 44 T ASTON 7 8312308 59 23 G FARADAY 22 8304410 2237 FARADAY AV 0086037149 118 44 T ASTON 8 8312321 119 44 T ASTON 9 8312410 "AS BUil T" 120 45 T ASTON 10 8312335 PARSONS ,,,,,,,~ 121 45 T ASTON 11 8312391 ®· 122 45 T ASTON 12 8312394 R ' ~ CL P.E EXP. DATE 1 ~.~~ 0~79 OFFICES IN PRINCIPAL CITIES 123 45 T ASTON 13 8312396 [i> l ~P OJ/31/05 * WC ~ 110 WEST "A" STREET -SUITE 1050 ~ ({) -<4-()I-( CJy\\. ~':i.. SAN DIEGO. CA 92101 -619.687.0400 OF C!--1.-1 INSPECTOR DATE WED, AUG 06, 2D03 04:18 P P0083821 SHEETS L\PR0JECTS\ 7 41778\SHEETOS.DWG X-REFS. COC-BDR.DWG STREET STREET NAME METER NO. SHEET PIPELINE PIPELINE NO. NO. NO. LETTER NAME 2200 FARADAY AV 0090756605 124 46 u PASTUER LOT 3 SLOPE FARADAY AV 0031663600 125 46 u PASTUER 2200 FARADAY AV 0036111392 126 46 V DARWIN 2300 FARADAY AV 0034692402 127 46 V DARWIN LOT #5 FARADAY AV 0001511364 128 46 V DARWIN LOT #4 FARADAY AV 0030850298 129 46 V DARWIN LOT #1 FARADAY AV 0031663598 130 47 w COLLEGE COMMON AR 5720 EL CAMINO REAL 131 47 w COLLEGE 5820 EL CAMINO REAL 0093115650 132 49 X PALOMAR OAKS 2411 FARADAY AV 0048131806 133 50 X PALOMAR OAKS 2495 FARADAY AV 0048026761 134 51 X PALOMAR OAKS 2560 ORION WY 0037101618 135 51 X PALOMAR OAKS 5800 NEWTON OR 0047438760 136 51 y WRIGHT 5810 NEWTON OR 0047176031 137 52 z DRYDEN 5803 NEWTON DR 0091000048 138 52 z DRYDEN 5823 NEWTON DR 0001554968 139 52 z DRYDEN 5810 VAN ALLEN WY 0047514559 140 52 z DRYDEN 5807 VAN ALLEN WY 0031855780 141 53 A2 CAMINO VIDA ROBLE 0 COLLEGE BL 0087607110 142 53 A2 CAMINO VIDA ROBLE 5781 VAN ALLEN WY 0001554721 143 53 A2 CAMINO VIDA ROBLE 1890 RUTHERFORD RD 0048026772 144 54 A2 CAMINO VIDA ROBLE 1891 RUTHERFORD RD 0001554970 145 54 A2 CAMINO VIDA ROBLE 1896 RUTHERFORD RO 0047176008 146 54 A2 CAMINO VIDA ROBLE 2101 FARAOAY AV 0060025418 147 55 A2 CAMINO VIDA ROBLE 2081 FARADAY AV -IPP 0001527249 148 56 A2 CAMINO VIDA ROBLE 2110 RUTHERFORD RO 0058982033 149 57 A2 CAMINO VIDA ROBLE 2161 RUTHERFORD RO 0034039404 150 58 A2 CAMINO VIDA ROBLE 2180 RUTHERFORD RO 0001522260 151 59 A2 CAMINO VIDA ROBLE 5924 BALFOUR CT 0046508928 152 60 82 KELLOGG 2232 RUTHERFORD RO 0031244888 153 60 82 KELLOGG 2250 RUTHERFORD RD 0001605807 154 60 82 KELLOGG 2251 RUTHERFORD RD 0001579672 155 60 82 KELLOGG 5928 PASCAL CT 0037101504 156 60 82 KELLOGG 2285 RUTHERFORD RO 0001450756 157 60 82 KELLOGG 5922 FARNSWORTH CT 0031860802 158 60 B2 KELLOGG 5923 FARNSWORTH CT 0031855832 159 61 82 KELLOGG 5933 FARNSWORTH CT 0034039409 160 61 B2 KELLOGG 5927 FARNSWORTH CT 0031860401 161 61 82 KELLOGG 5923 BALFOUR CT 0031860399 162 61 82 !KELLOGG 5920 BALFOUR CT 0033500952 163 61 82 KELLOGG 5923 GEIGER CT 0034039393 164 61 82 KELLOGG 5927 GEIGER CT 0093093205 165 61 82 KELLOGG LOT #24 LANDAU CT 0044898119 166 61 82 KELLOGG 5928 PASCAL CT 0040444517 167 62 C2 OWENS 5900 PASCAL CT 0031244893 168 62 C2 OWENS LOT # 11 PRIESTLY OR 0031663594 169 62 C2 OWENS 5927 PRIESTLY DR 0031695625 170 63 C2 OWENS 5900-5950 LA PLACE CT 0088536123 1 71 63 C2 OWENS LOT13 LA PLACE CT 0001527241 172 63 C2 OWENS 5930 PRIESTLY DR 0001604673 173 64 02 PALOMAR OAKS CT 5935 EL CAMINO REAL 0093093187 174 64 02 PALOMAR OAKS CT 1808 ASTON AV 0048131789 1812 ASTON AV 0001605819 1814 ASTON AV 0001584732 1818 ASTON AV 0094032412 1815 ASTON AV 0047921698 STA 55+00 COLLEGE BL 0001605828 1825 ASTON AV 0001396746 1905 ASTON AV 0047763562 0 COLLEGE BL 0087610142 0 COLLEGE BL 0087610145 1915 ASTON AV 0001478742 2091 RUTHERFORD RD 0001527026 2105 RUTHERFORD RD 0040444532 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION REF. ACCOUNT STREET NO. NO. NO. 1 8312412 1900 2 8312414 5920 3 8312352 5931 4 8312342 5935 5 8312344 5937 6 8312361 5940 1 8305690 STA 48+00 2 8312300 0 1 8311520 1910 2 8307800 1911 3 8308700 0 4 8308000 1917 5 8308300 1903 1 8307300 6201 2 8307400 5819 3 8307520 5825-5860 4 8307540 5825-5860 1 8311410 1914 2 8308702 1901 3 8308800 1925 4 8311310 1940 5 8308900 1935 6 8309100 1955 7 8309300 0 8 8510500 1991 9 8512300 2101 10 8515200 LOT 12 11 8515600 0 1 8310680 1940 2 8310705 1945 3 8310850 1949 4 8310500 1950 5 8310915 1955 6 8310400 1954 7 8311020 1959 8 8310290 1958 9 8311040 1959 10 8310225 1960 I 1 8310220 1960 12 8310150 1964 13 8311150 1965 14 8310000 1950 15 8311200 1969 1 8309116 5860 2 8309200 5857 3 8309405 5845 4 8309450 5835 5 8309600 5800 6 8309150 0 1 8510600 6350 2 8510900 6349 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL STREET NAME METER NO. ASTON AV 0047438767 PASTEUR CT 0047763569 DARWIN CT 0047438754 DARWIN CT 0044398760 DARWIN CT 0048131770 DARWIN CT 0047514560 COLLEGE BL 0039137323 COLLEGE BL 0087607113 PALOMAR OAKS WY 0047613409 PALOMAR OAKS WY 0045094666 PALOMAR OAKS WY 0001511826 PALOMAR OAKS WY 0001604683 WRIGHT PL 0001523230 DRYDEN PL 0086039794 DRYDEN PL 0057868667 DRYDEN PL 0001396745 DRYDEN PL 0001396733 PALOMAR OAKS WY 0001523239 CAMINO VIDA ROBLE 0045845716 CAMINO VIDA ROBLE 0093115648 CAMINO VIDA ROBLE 0057868690 CAMINO VIDA ROBLE 0087607112 CAMINO VIDA ROBLE 0091000051 CAMINO VIDA ROBLE 0088536128 PALOMAR AIRPORT RD 0001527243 CAMINO VIDA ROBLE 0045255941 CAMINO VIDA ROBLE 0031855826 CAMINO VIDA ROBLE 0035484267 KELLOGG AV 0047514564 KELLOGG AV 0040444516 KELLOGG AV 0047176016 KELLOGG AV 0001478734 KELLOGG AV 0040444547 KELLOGG AV 0040444543 KELLOGG AV 0001324809 KELLOGG AV 0087610143 KELLOGG AV 0001451789 KELLOGG AV 0001518467 KELLOGG AV 0001395993 KELLOGG AV 0047514584 KELLOGG AV 0039597446 CAMINO VIDA ROBLE 0060034809 KELLOGG AV 0047175991 OWENS AV 0001572519 OWENS AV 0048026775 OWENS AV 0047176013 OWENS AV 0001572523 OWENS AV 0047398815 OWENS AV 0001324833 PALOMAR OAKS CT 0032114491 PALOMAR OAKS CT 0001579553 I SH6ET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 114 IMPROVEMENT PLANS FOR INDUSTRIAL PARK PIPELINES RECYCLED WATER IRRIGATION SERVICE SCHEDULE APPROVED WILLIAM ~MMER ~~N ER· ~t'i'iii"i6EXP /a-zo-a1 3/31/06 DATE OWN BY: PPM I PROJECT NO. I DRAWING NO. CHKD BY: NAB RVWD BY: QRD 3887-C 405-7 120303 0, a C :E G') ...J,,.i=. ..Ji. 0 .fl,. 01 I ...... 400 390 380 370 360 350 340 330 1--- ------- 1------- BO z -a:: ~~ -' a:: -H a:: -H a:: -H 0 "'! w w ~ w ... .., "' w q f---. - ----;= ~ i --'=-1 .,....,. .,; i :r, .... "' u ... . I .___ ... w ... ... -~ "'-'>I ""--"' -~ -' a. -' I -H u ct_~ -' a. -' w ~ "!. I ~ u >--------· ---f--· -p ~ u ... -H ~ 2! 2! • N -:ll _;,, • 6 -... --·-I --+ I . 0 . 0 -. . w 0 ... -.. -H 0 0 V) .,., 0 _In -' 0 -.. ... + "' __.... -+ -+ a. --0 0 0 V) 0 -0 a. -------------- Q: t ~ ~ ~ ~ -a Ula w ~ > ii'i :, a:: --u == / /, 1/ / /_ " ------.., <D ------ --- I -- S-0.0155 :;:::::---- ----·I--··-------t -- 0 0 .... --0 "! -_.,,_ :!, ... ..., I---..,, -' w ---- ---- --a: T ~ . > 10+00 11 +00 NOTES· 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. COORDINATE WITH CITY OF CARLSBAD TRAFFlC ENGINEER FOR TEMPORARY RELOCATION OF TRAFFIC BARRIERS AT THE INTERSECTION OF CARLSBAD VILLAGE DR. ANO COLLEGE BLVD. REPLACE TRAFFIC BARRIERS AFTER COMPLETION OF PIPELINE CONSTRUCTION AND PAVEMENT REPAIR. 4. REFER TO GEOTECHNICAL REPORT (SEE NOTE 51 ON SHEET 5) FOR INFORMATION REGARDING POTENTIALLY DIFFICULT TRENCH EXCAVATION IN THIS AREA. 5. COORDINATE SHUTDOWN AND DRAINING OF EXIST. PIPELINE IN COLLEGE BLVD. WITH CMWD, SEE NOTE 43 ON SHEET 5. NO. 1 P.I. STA. 11 +02.00 -90' HORI BEND W/THRUST BLOCK PER CMWD STD. DWG. NO. WIS I \' N71'23'26"E X 29.00' ---·- RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 1027' 623.16' 34'45'57" 321.51' TI --.170 rx, n - ->- --• -- I -r - - -------------....... ~ --------------------~ -o<o~ -0-+ - ........-.----+ -->- --- ~ ------------- -- -------0 q J\ + ----- --------"' ..., ,.... -------- ------ - - - ------~ .. -ti ..., -------------------· --------------' ~ w ------a. > > z 12+00 13+00 8" RW 550 ZONE PIPELINE "A" - 1/AULT 3" GAS -CONSTRUCT 1030.71 LI OF s· PVC C-900, CL-150 PIPE - -- --- -EXISTING GRADE, \ ---- J s~o.o~ - -1-- -- '- _",_;; - --- --- -- - ------- - 14+00 - - --- -- ·---- ------I- - --~ ----- ----I- 15+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' - --w z .., !;' ~ :,; <D 0 < a:: a:: :::, < --5 -3t • ~ 0 -0 0 '? " , "' .:.. ,.... "' "' N -:!, .... -.., + + -' --~ w a. > ,::, ,::, > z V) 1/l 16+00 I I I I I ~ DIRECT BURIAL /' CABLE 12• WATER Dl'----.._ · . / (ABANDONED) ---J I I 12" STEEL WATER (ABANDONED) w z 0 0 ~ ij a:: < - -' [;; ,- VI • -. N N -H -, ,.... +.-, --' w ,::, > V) z 2' WATER LATERAL -16" ACP W,t,TER ---.. STA. 10+05.00 -2" BLOWOFF ASSE~ CMWO STO,,-OWG. N , -- -: --\ GLASGOW DR. RW PIPELINE "B" SEE SHEET 8 12" ACP WATER PARSONS OFFICES IN PRINCIPAL CITIES \ 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.040D FRI, JUN 27, 2003 05:02 P POOB3821 SHED7 !.:\PROJECTS\ 741778\SHEET07 .OWG ~( ' -0-1 :;j::>k~;;<:--,."'-REMOVE EXIST CURB AND SIDEWALK AND REPLACE AS REQUIRED PER CITY OF CARLSBAD STANDARDS P.I. STA. 10+29.00 -90' HORIZ BEND W/THRUST BLOCK PER CMWD STD. DWG. NO. Wl 5 BEGIN CARLSBAD VILILAGE DR. PIPELINE "A" -STA. 10+00.00 Bi( s·x a· TEE CONNECTION TO GLASGOW PIPELINE "B" STA. 10+20.00 N 2006253. 75 E 6240766.52 8" PVC SEWER N 11 I l X-REFS, TOP01.0WG, COC-BOR.OWG, XUTILS.OWG, X-Gl.ASGOW-AUGN.OWG, X-CVO-AUGN.OWG, X-CVD-PRO.OWG, X-PROP _UNES.OWG I I I I N 2,006.20, --+ 0 20 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 160 1 --400 ~ -.,,..._ lso ->-LAV -390 -r -- I--+ l -' --I-- 380 ·-~ v . =0:02 -~ . "' <---S.:::_n I-- - -I- ->- - :;; w ~ w < 3t •-N 0 0 0 . ___± ... .; -., + - ,::, V) 17+00 STA. 17+95.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 ., "' ,.,;_ , .... ~..., -' ~w a'.> > z 18+00 - ->- - - -- ->- -r 1-- + I 19+00 I - / - --a ----"-' z 0 p ~ a:: w i 0 --en a. ~ ~ • a:: __,.. 0 -0 • 00 -. "' _.cf--"" I -a-i "' "! ~ -H -H N ~ {D ;:: ::e -:l "' ,,., + ,,,., + ,,,., ;:j !!: -' --' w w a:-[i ,. > ~ > z In ~ -- -- - - 1-- 20+00 - ->- - -Hz ~ . .., Ra. , Q. -' a:: Ci.J . ,-<>< •=-w - -' :i w -Q;"~ a.ou ...... . + a:: 9:: 0 ,v-C.,-- ~ -~ ..,-'c-, __ :'.5 .... V) "'x , I zl2-1 Q z ~ ltr2 a:: :::, ,-<"' U-Ut-W V>Z e,ZZ zoo wuu I I I I ..... 14" STEEL WATER EXIST TRAFFIC BARRACADES SEE NOTE 3 I + - + f- 370 1 360 - - 350 340 -- - - -- ------ 330 "AS BUil T" P.E. EXP. DATE REVIEWED BY: l.u J@. ~,. 'n/ ~ • I 4\-.d7 INSPECTOR DATE I SH7EET I CITY OF CARLSBAD I SHEETS I t----t---+-----------------1---+---+-----+----t ENGINEERING DEPARTMENT 114 l----+----lf------------------+---+----lf-----lf----1 DATE INITIAi. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES CARLSBAD VILLAGE DR. -PLAN AND PROFILE STA. 10+00 TO STA. 20+30.71 DEPUTY CITY ENGINEER PE 28176 EXP. DWN BY: DRW PROJECT NO. CHKD BY: NAB 3887 C RVWD BY: DRD - ~-kl-: aJ 3 31 06 DATE DRAWING NO. 405-7 120303 400 T----,---------,-,-------,---------,---------r-----------,----------,-----------,-----,---------,-----------,-----------.----------.-------------~----400 --~ --------------- CONSTRUCT 621.6 L.F. OF 8" PVC C-900, CL-150 PIPE ------------+--------- -- ------------+----l ---------------+--------______ __, ---''--------------oo l~ ~ 390 1 ------i------------i---zzf:-=r.J..---------j----,;;r:;:,aio::r..---t-------~=::---+-----------¥t-----------f---;;,i:u-------,,;-;;,lb---;:;r:;;-l.,,,ll-:;:-------4-----------+------------l------------l------------1------1--'90 o OC! ~-+t -H o• O::'.+t r.no::-tt w+1 z • ..) -~ ~N _ ____,.':-5... I.JN u.JWo UO O ,-.. u ..,.. ~N <,., ~ ... --~tO ~u.. i.o u5-1'= ~--- => n _1-~~ ~~ _ -~~ _ L._ ____ 3:Lf'> 5:;,c(,~ f!i:!? g1~ ;::_ . "' a_ N ..------1.-_ _al'!:) -:C ---c,,>.,;..,<_·l~i=--- V} -' -ll w' u ; ..... ; ._ {I) u . i;:::_ • __, ....... __. ,. _j _j er ...J <n ...J ---< tu -1--• w---------- ----ac i'.5lew.,--JG:l-!iliil-l~-w-------+------------I---------- '---------------------------. ~------------------- -+----------------1---- ---1-------- -"-----------------------+-----·--------R > -•I-__i >:;!;-_•u.: D -~ >_·_ "'--"'--_· ~ i-: !.:i:1.__· 10 . '-~ :;!; VO z z ~is~ -;; ~ u -r -- 380 -t------t-----------t---1"'-t ·4t--------t---~-i-----:::+----t-------Q._B't------if-----------+-+----------+--•cj------~4 --&l-"-l~-r------+----------l-----------l-----------__jf-----------4--..., N I--';> :.: ' . ..., '-380 - wo --+-.,,.=-"O -' 0 ---'"'·= Q._ + 0:: 0 --+-----------------+----'"-+'"1------- ,.._ ----3 . j - , __ ------------ <O -"' + ,n 1!.! __,...._,,, • lll-~~ 00 ::J -+ g, + "' a._ ' a ------------+--------------------I----------------+--- 00 3 _, _, 8-~l----=L-(/) L__ 1-1---;fl__ ---------,:51---2+---1!'. 370 -t--------1-----------i---"';'5-ten-t---------j------f;..,:;t-· ---t----1--------+--+-----------t-1f-------------+-~en+----------.D!f---___.;~--1~ 6 en ~ + 1::l I-en ,_ z '-' 370 360 350 z " iii t------+------------+-I- --+---- I- --1---,_ t------------1----. - - - 1 EXISTING GRADE --__J~---~/---1---- 1 ,_ ~ ~ -- ----0 r- ~I-~ ;:;:, Cl rn V} z -----+------------ ' --+--------------------l-----l _ ___J______!l!ill__,__,_, f-- I , 360 D l j I 350 --l --------L-----··--· --------------+ -------------i--j ------l--------------'--------·-·-----------------------+-- ~ 00 ,----,----------t---------i-----------t-----------,---------,:if----------+---------+---------+-----------l----------+-----------+---------+--------1-340 I------------------------+-----------+ 1----------------- r----- L. ---------- ~ . -'2 -1--< -, :, fd 1 w -o;· 15 -1------ ------------------~------- ----~--- --. -·-1----------- ----------1-________ __,_ __ 1 I :,: z 14+00 15+00 16+00 330 ~----~---------~'.-;;;;------------;-;;-'--;;::;--------------::::-'-::;;----------:::-'-:-:c-----------:-'~'::---------------------------.L_---------__L---------__J __________ _L _________ __1._ _________ __JL ____ ~ 10+00 11 +00 12+00 13+00 330 16" ACP WATER TEL 3" GAS ' !: I I I I l i - l ~I I I ,. , I "' t fu I c, 11 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ., I I I I FRI, JUN 27, 2003 05:19 P P0083821 SHEETS L:\PRDJECTS\741 778\SHEET08.DWG I '-1' B" PVC SEWER C CARLSIW) VILLAGE DR. RW PIPELINE "A" SEE SHEET 7 l z ..: 0 , C (I] ..,_ ·->--z "' ·,,."' RECYCLED WATER SERVICE TABLE NO. STATION SIZE STO. DWG. ACCT. NO. CD 16+35 2· CMWD NO. W4 4724400 0 16+37 2" CMWO NO. W4 4724500 0 X-REFS, TOPOl .DWG, COC-BDR.DWG, XUTILS.DWG, X-GLASGOW-AUGN.DWG, X-GLASGOW-PRO.DWG, X-C'l!J-AUGN.DWG, X-PROP _UNES.DWG PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 ·=a· J6, , ✓. A, \:' ;< I \_ ""'Y ~ '\__, -dA )--{ -r \ / /-?\_~ "' , "' STA. 13+95.00 -2" AIR / ♦ , ,,- VACUUM VAi._VE ASSEMBLY //, 10" STEEL WATER PER CMWD STQ_ DWG. NO. W7 J-12" ACP WATER STA. 16+38.69 -2" BLOWOFF ASSEMBLY PER CMWD STD_ owe. NO. W6 I I I I I I I I I I ' -. I END Gu\SGOW OR. PIPELINE "B" STA. 16+41.69 -END CAP WITH THRUST BLOCK PER CMWD STD. DWG. NO. Wl 5 N 2005664.23 E 6240963.90 EXISTING 20' WATER EASEMENT TO C.M.W.D. PER F/P 2646 DATED 1-9-67 I I I NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. REFER TO GEOTECHNICAL REPORT (SEE NOTE 51 ON SHEET 5) FOR INFORMATION REGARDING POTENTIALLY DIFFICULT TRENCH EXCAVATION IN THIS AREA. ------- ----- "AS BUILT" P.E. ___ _ EXP. ___ _ REVIEWED BY: DATE Lu INSPECTOR o-t4~ DATE i 1----1----+--------------+----1----1-----1----.1 I sHaEET I CITY OF CARI.SHAD I sHEETs I ENGINEERING DEPARTMENT 114 ::=='--'==::::::':::::::::::::::::::::::::=:::::::::::::::::::=====: 20 40 PLAN SCALE: 1"=40' 80 GRAPHIC SCALE I 160 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CllY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES GLASGOW DRIVE -PLAN AND PROFILE STA. 10+20 TO STA. 16+41.69 APPROVED WILLIAM ~-MMER ,.q)'_d~ r"': •••• ::i---:: DEPUTY Cl E:NGINE~28176 EXP. 6-,10-01 3 31 06 DATE OWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB 3887-C RVWD BY: ORD 405-7 120303 00 0 - 0 :E G') -,1::1i. -o ~ OI I ...... 420 410 400 390 380 370 360 350 RESTRAIN ALL JOINTS - <{'1Af9 z -H ~ -H c,: -H -H ~ w 0 N N w 0 _, 0 ~ 00 t) u CXl ..., ,..._ .± [}._ -•-------ii! _, [}._ -I >-• "' u _j -~ ~ _, -w -<O ......, -> >-~ ;_ R z .., . 1/l >--co z -z >-+ ~ ' -u 0 • I ... Cl "' N . 0 00 >-= 0 UJ 1/l _, 0 -... _, --------[}._ :;: 0 1[ .,j_ -,------------1/l "' .,j_ ::, z ~ 1/l lo' 1/l / / -/ c,: 1 _, c,: u. ---w "' z _, -- '-' "' II> I ~-~ 0 ~ s 0.0000--' / ----. -s o.2025~ 0 ~ ~ -"' 0 a, "' N -c,: ~ f!' .,, w ..... . ---! -_, ..._ ..._ -;;,--;;,- a ----------------. ---' -' --------- I -, I -, 1--------------------· -0 0 0 c,: 0 c,: ;:.: ~ ~ 1/l w - ---,_ . -"------·--1--__,, -1>'.-c!; O!- f-- 10+00 NOTES: 0 -X ~ -, ,. c,: ·>- [}._ w > c,: -X j -, ,. c,: ·>- Cl. w > c,: 1. PROVIDE A MINIMUM COVER DVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. r CAUTION! I + - --- 0 q ~ <O "' 0 -- ..;_ ----·--------------1------------------ 1/1 I ' ~ r----------- I---- - ----- -- ------------------·-------->------ ·-·--·--- > ---- I 11 +00 12+00 ~ Si?> z EXISTING 16" HP GAS LINE l 6,252,80 P ARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 SEE GENERAL NOTE 47 ON SHEET 5 rELEC N 1992614.54 E 6252648.64 C r t CONSTRUCT 1000 L.F. OF a' PVC C-900, [}._ -H u ... ------------ -----I---- - --------< CXl • ,-.. -+ ------00 ,o___ I _, -UJ -H -z +--' ' ~ u ~ ---1-------------------UJ 1/l -----· . ------------------------- c,: w F-'-;! I s 0.0007 ~ -----------· -----------·----------- --------- ----·---· --------------.. ------ - --- 13+00 14+00 RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO. CD 14+00 1· CMWD NO. W3 8317410 0 14+01 2" CMWD NO. W4 8317300 0) 14+23 2· CMWD NO. W4 831 7500 © 18+57 2" CMWD NO. W4 8317390 ® 18+93 2" CMWD NO. W4 8317570 @ 13+95 2" CMWD NO.W4 I-:::c: (!) co 0::: )> .I) (" Tl CDX - - 0 N 0 co I N ·;:_; "' -d -,.,; -.: r, "" [}._ > -- -- -r r I ~ Cl [}._ c,: ------C0 - I -r -H ..., - -------i ~ - j ,-.. ,..., _, .w Cl. > > z 15+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8" v- ~ CL-200 PIPE - \Q u w w • . I ~ "' c!! ~ ,-.. + --~ ;::. - 1/1 - - w -f' -; "~ NO. (D 1/\ . -:!,.. Woll ---,., '-,-I- .. " ·- RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH 511' 322.67' 0 20 DELTA TANGENT 35·10•44• 166.92' 40 PLAN SCALE: 1 "=40" 80 GRAPHIC SCALE ~ " f 160 FRI, JUN 27, 200J 05,22 P P008J821 SHEET9 Lc\PROJECTS\741778\SHEET09.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP02.DWG, X-LOKER-AUGN.DWG, X-LOKER-PRO.DWG, X-PROP_UNES.DWG ' I I --- --- -----.. ·- - - ·FEXISTING I I 16+00 1.B" RCP SD "' ~ <fl I I \ I 1 --I- 420 -1 -r -~ -~ ---w -H 1/1 ?. -H w -ti 0 co Cl -ti u ..., ~ N u "'0 "' 1/1 00 7 ~ N-il' 0 -..., "' ... [}._ ..., ,-.. . ~ .,, ,-.. -,-.. ~ ,-.. "' 1">---"' .., + n 1 en ,0 1/1 ,0 "' -_, I -_j ffi _;-_, oo ~ UJ "' - ..., - 410 ;::. ;!:! ~ !;, -~ -~ ,.,: ~ -------00 ------r GRADE -r r l 17+00 I I DATE s z " + ~ - ·------• 00 >-1/l - - - - - I ---f--,:._ <O + ;:: < >-Ul -" -~ r .n n, n ---- ---------------I- ------- ----- --- - I - 18+00 8" RW 660 ZONE PIPELINE "C" ~ 16" ACP WATER "' 8" VCP SEWER 2" GAS LATERN.. G ' ,r ~ ,--I' r ' /I\ 2 ' RECYCLED WATER SERVICE ' , • ---: / ' _,, ' _/ '-- . INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1/l z -= • z -" 0 u ~ Cl. ,..., > > 400 • • l.&J <D 00 ~ 1 r --- I I :::c: Tl ;::. v, ,..., ,..., .... 1/l ffi t------------------ 0 "' + ~ ;.. v, 390 g ~ < >-l / / / 6 N ~ (/) I 380 ~ - ij _J__ :::c: , ' o-·U.U115 ~ "' :::I!: 370 - "' ~ 1 -r _j 1--w "5' - z I 360 -1 + -1 7 - ' 19+00 350 I I I TEL \ CABLE 6" PVC SEWER LATERN.. I DATE r __ 1a+oo 8" ACP wlTER SERVICE t l '6' ~ INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I I '"' 21,...__ 8" ACP WATER SERVICE a :,,., - -"" ----..,_., ~ """" I I ---.,,.;~ "' --, "AS BUil T" P.E. EXP. DATE W EWED BY: l-"f'o/ p -( <f-o 'l JJ,Aa u, • INSPECTOR DATE I SH~ET I CITY OF CA.RIBBAD LDTI ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES LOKER AVE. WEST -PLAN AND PROFILE STA . 10+00 TO STA. 20+00 APPROVED WILLIAM E. PLUMMER -~a Z-:::2~., c:;;,... 1.0-rn DEPUlY CllY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: DRW I PROJECT NO. I DRAWING NO. CHKD BY: NAE! 3887-C 405-7 RVWD BY: URII • 120303 co 0 - C ~ G') .... ~ .... 0 ~ 0, I ...... 420 410 400 390 380 370 360 350 - --- ~- f- ~ - \ NO. @ ----------- - ' P.-1 -:c ·-- ' . ' --------- """ 9 . 0 ~ -;c( en !:!:! ::; u < -~= -U.0115 "' "! "' "' ,,., -----·· ----w 'z -- 21+00 RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ® 21 +71 2" CMWD NO. W4 0 26+38 1. CMWD NO. W3 ® 26+40 2· CMWD NO. W4 ® 26+55 2· CMWD NO. W4 @ 29+16 2" CMWD NO. W4 (fj) 29+51 2· CMWD NO. W4 @ 29+78 2" CMWD NO. W4 Ol 2 Bn RW 660 ZONE 66 PIPELINE nCn ~ ===="Ill.TT'~~ 0 N 275.74 • " GAS 5• ACP WA ER SERVICE 16" ACP WATER RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 511' 1061.99' 119'04'30" 868.81' ACCT. NO . 8317270 8317610 8316700 8317600 8316650 8316500 8316460 PARSONS OFACES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.D400 - -- - ------- -,-isolfsol ~ w __j -H "' u .... "" ~ -~ w OJ ' ,,., ... "' ~---"' w - - -' - I w -' ffi " It! ~ w -H < ~ 3: ~ -.w ..... -(/) --n . N ~ OJ ' < OJ -H V) I -c ..... - "' + --.. + N ,-- (/) < >;; -r i--- - -f-- I I --' -------- - ----· -----------· 22+00 I I I 18" RCP SD STA. 23+20.00 -2• BLOWOFF PER CMWD STD. owe. NO , W6 ---- STA. 23+30.00 -GATE 0 -H (/) ..... (l_ 0 ..... u ' 00 _j --, -~ N -+ N ,::. (/) - "-- -,-. ,- --- 23+00 VALVE INSTALLATION PER CMWD STD. DWG. NO. W16, PO X PO 0-- -- -0 0 N *t-!2-,,., OJ N .,· . "' ~ ,,., -' .w a. > > z CONSTRUC 1100 L.F. ----------····--- --r-------------------- ------- --~ ,---EXISTING GRADE I I -S= f:0246 -f--_ ------·---- ------------------· 24+00 25+00 ,::,< . n l'i ' n"' \ Q I I I I I I ,o• VCP SEWER 0 FRI. JUN 27, 2003 05:22 P P0083821 SHEET10 L:\PROJECTS\ 741778\SHEETl O.DWG X-REFS, COC-BDR.DWG. XlffiLS.DWG, TOP02.DWG, X-LOKER-AIJGN.DWG, X-LOKER-PRO.DWG, X-PROP _UNES.DWG OF 8" PVC -- C-900. CL f-200 PIPE ~ '- I -H --- 0 - !!" < (/) - --~ -f- ------------~ - 26+00 PROFILE HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "=8' "' w ~ (l_ u ' I -H "' ... "' < (/) I I 20 I I 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 38! -H "' "' !::: -' '= ' u 5 w V) ' " w ~ -w 3: (/) " u > ' "' I OJ «> " "' :!,. ------ -H 0 N !::: -' '= -' ~!' w N I ~ !::: -H " p. -' ci - 0 > ' ..... " I < ,, (/) ~ w 3--r V "-- 0 C! OJ --± ..... f--"' "' N -- :!,. ..... ,,., --' .w a. > > z 27+00 6" VCP SEWER 2+· RCbt-SD so ~ \J 1>-\J\.. TEL c,\f \JS 160 ----- CABLE 6" ACP WATER -~· --i- --·-· I I I 28+00 \ - - ~-,u:Ot04 - -- --. ----- ----- I I \ I I \ I I 420 ---------- -~A~BOJ -' t'.31~ -' "' -H i w "' ~ ii2 w 00 -' ---- - -w J>:li!;' w <"' w j -----5 ... 3: ..... t:; q ---- - - [l_j --"' (l_ ., u _; w z 410 ~ ~ < =---------::::, f------ - t:> ~, • -z I ~, "' "' ., I + -a,- N ~ ,, I ---- 29+00 28+00 ' • -z I I -H ' ,,., ·u "'-.. <a> "' J,w + V) --0, N < ~ (/) " ~ -- -- ------· - 382• 7 3,J --W--- ~---LOKER AV§.NiEST -a. b --2 -' -p ,,., .... ' I "' z . .... -H OJ al H -N u :c + "' ,,., 0 -. ,.., ~ <C [iJ (/) . -i5 .,.. -I') <i. en C! 1.1.J "' ,,., ..... f-,-J .J ~ w > I-, z r------------------- -·------f-- 30+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE . SEE NOTES 38 P.,ND 39 ON SHEET1 5. I Bn RW 660 ZONE PIPELINE nCn 1 " GAS LATERALS STA. 30+30.00 8" PVC WATER SERVICE P.E. ___ _ REVIEW D BY: INSPECTOR COMPUTER CABLE DUCT BANK "AS BUILT" EXP. ___ _ 400 - 390 380 370 - 360 - 350 DATE fsHml CITY OF CARIBBAD I SHEETS I t----+--+----------------11-----i---;---;----1 L!Q_j ENGINEERING DEPARTMENT 114 :==:...:::::=========---:::::===; DATE INITIAL DATE INlTW.. ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT Pl.ANS FOR: INDUSTRIAL PARK PIPELINES LOKER AVE. WEST -PLAN AND PROFILE STA. 20+00 TO STA. 31 +00 APPR0Yf9 .?L!:IAM E ~R ~ <'; ~ -c.-12-0.7 'DEPUTY CITY ENGINEER PE 28176 EXP. 3/31 06 DATE DWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB 3887-C 405 7 RVWD BY: DRD - 120-303 ..a. 0 0 .... ..a.~ ..a. 0 ~CJ'I I ...... 430 420 410 400 390 380 370 360 ~ ;; ... ;; ... "' w N w ... • !;;' <Q !;;' r:: I ~ _j ~ _j w w ... '=' ;,: f-... ~ z "' z 0 0 n . ::: ~ ii'. -l::J • • ~g <O <O ' -I I :::c: ~ .... f---· 0, " / -w N '! + -· .,, -.,, 0 ;or; $ T '-..-- I"') f-- ~ w '""i * j ~ q O> .,, I -...J w ~ r -~ ----- ~---c--- 32+00 tmES; - - ------- ~-O:Ottl. ---·----------- - --------- - - --- 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 fND 39 ON SHEET 5. -- ¼I ----1 ... w ... <Xl u 0 -CO w ~~ ... "" 5 "' -. I "' ~-ffi _j -=--w ±' -~ ·< ;;i---y-;i:: -----.,, V1 z N -~ u ~ < • • <( <O <Xl V1 I I .;,: <Xl .... --~-+ ;;, .,, <( -t;; V1 -~ ~-~ ~ - ... -0 0 0 q .... -± _..,_ -..,_ -...,.. .,, a:, ..,. 0 .,, ,,., $ co $ ~ .,, ...J -...J .w ,W a.. > a.. > > z > z 33+00 34+00 ------------------ ---- --------- ---~ S-0. 104 I\ V 0 "' a.. u .,, . a:, O> g --Q _ ~ + .,, ...J w > ;:, "' z 35+00 CONSTRUC 1100 L.F. OF 8" PVC ~ - BOI ~o ~ ... w ... 0 <O u =!!ii w <O "' "' '-.... w <Xl ~ . --...J -_j -_j ~-w w 3 < -· z ' ' V1 6 -6 n ~. ii'. ~ > -• • "' <Xl I I ..,. <Xl ..,. + w "' <.I '-17' "' ,_ -- / ~ GQ..05961 0 "' a.. u • "' 0 q -; N 0 <O <O -· .., ,, __ -~ $ ~ + .., ...J ...J w ,W > > ;:, a.. "' z > z 36+00 C-900, CL -200 PIPE -- ~ ...J w • I I -!! jj + ..._ .,, 0 '-.... -V1 <( V1 -- -~ S-0.0104 -- - -~--------- 37+00 PROFlLE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' ---·-- - - - \ RECYCLED WATER SERVICE TABLE \ I I NO. @ @ @ iSA STATION SIZE 33+53 1· 37+06 2· 37+62 2" 41+75 1" STD. DWG. ACCT. NO. CMWD NO. W3 8317700 CMWD NO. W4 8317810 CMWO NO. W4 8317910 I CMWD NO.W4 ' I 't- i I \ 8" RW 660 ZONE PIPELINE "C" 6" VCP SEWER LATERAL ----~TEL a• ACP WATER SERVICE 6" V 10• VCP SEWER .o.f\, (' 'o-.. -C--t..!i""--... C....,......_-,,,.,.s., '.,,,.,a"-\1,:;~-~"l ---rJ---' ")2+00 w- 390-.,.'i 16" ACP WATER ACP WATER SERI/ICE 2• GAS LATERAL PARSONS I I I I I I I I NO. @ a> 6" VCP SEWER ,.,_ LATERAL • RCP SD STA. 36+45.00 -2• BLOWOFF ASSEMBLY PER CMWD STD . DWG. NO. W6 8" ACP WATER-<:SER\/ICE ,;:-fl 1:,-~--~ ·,.;;,";r t-H~,_ b ~ -ff -fJ., __ li 15 - 8" ACP WATER SERVICE RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 511' 1061.99' 119•04•30• 868.81' 389' 385.23' 56'44'25" 210.07' PLAN ------ - -- - -- 38+00 -w- 6' VCP SEWER LATERAL 30" RCP SD u w w ' N N + . t;; OFFICES IN PRINCIPAL CITIES 0 20 40 SCALE: 1 •~40' 80 160 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 05:23 P P008J821 SHEET11 L:\PROJECTS\741778\SHEET11.0WG GRAPHIC SCALE X-REFS, COC-BDR.DWG, XUTILS.OWG, TOP02.0WG, X-LOKER-ALIGN.DWG, X-LOKER-PRO.DWG, X-PROP _UNES.DWG -- 0 ... V1 0 a.. 0, u <Xl ""-• ...J .,, ' z ~ ~ ... + .,, '-V1 - 0 q ;;; ' a:, co ,,., $ co .,, ...J .w 0.. > > z --f- ~ "' ... w ... --f----3 •.,;-w V1 <Xl -~ a.. . _j u,----- - -'------------• z ' ,<; I ::-Ji: ~g -· V1 , EXISTING GRADE + _c .... -.. a •v, I --~ ·----- ------- -- 0 0 5 ----± ,-. -..,. ..,. ~ $ ~ ...J w -a.. > > z 39+00 40+00 41+00 STA. 41 +BO.DO -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 41+20.00 -8" GATE VALVE INSTALLATION PER CMWD STD. DWG. NO. W16. PO X PO STA. 41 +05.00 -2" AIR VACUUt.l VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 j; 18" RCP SD <:) \ '-., ~-z., 0 0 ' cf -8" ACP WATER 0 SERI/ICE \ -6" VCP SEWER \ LATERAL \ --'I' " \ ' ,,... , /I'\ I" RECYCLED WATER SERVICE ' ' ~ .,,,, ./\. A .... - DATE INITIAL DATE "' w w V1 a.. u -• ____, ' ... :i, + - VI INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I ... .... <Xl IQ _j ~ ' Ji: s ' 430 -·-- --------·- - feel -f-- 0 ... ...J V1 <O w 420 -a.. -u '1' I ... • _j --"' ~ "' I ~ '--f----N "' -· <( 410 + V1 Lu ·-... :::c: -;::. -· V1 " / w I v, 400 0 ----f' -. ~ 0.0078 .d s DATE / "'l tn 390 - 0.0384 _/ 0, w .,, -- _j 7 w -1----- ~ * I:; ~ 380 - - -- -f---- 0 r· 0 i'.'. 370 + 00 --f-- ---------co .. ..,; -·- $ ~ -. ...J ~w a..> >z 360 8" ACP WATER SERVICE 6" VCP SEWER LATERAL I ~ "AS BUil T" P.E. EXP. DATE . REVIEWED BY: u)Jt't w, \ ,pvy io-t4-ot:r INSPECTOR DATE LJTI CITY OF CARI.SBAD ~ 1 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES LOKER AVE. WEST -PLAN AND PROFILE STA. 31+00 TO STA. 42+00 APP'-i], \¥1LLIAM ,f-15,LUMMER .,.,,, --,,,..., ./ i::;...:1~g_z DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: DRW PROJECT NO. DRAWING NO. INITIAL CHKD BY: NAB CITY APPROVAL RVWD BY: LJRLJ 3887-C 405-7 ' I I 120303 C :: :e 0 G') -..a..,:. ..a. 0 .,:i..UI I ..... 450 440 430 420 410 400 390 380 W-H u r---~ r-- 0, w -· ~ _, ;:. < -z ~ -~ ~ • ., -;:c I --,-.. w .., + --... 0 ~ ~ ~ '<t" < en w f-=, ~ i s-0-~4 ,__ ,_ ., 0 --•;,; _, w ,<!: 42+00 43+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 PIPELINES AND CROSSING UTILITIES EXCEPT WHERE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. FT BETWEEN RECYCLED WATER NOTED OTHERWISE ON PIPELINE - - -~ EXISTING GRAOE ~ -r ----- 44+00 .,._ -8" RW 660 ZONE !iJ PIPELINE "C" \ 9 -.,; ., 0 r--.;., ~ _, q "1 w - i5 S' .;_ (.) I "' ... _j 1/l 0. ±' _g --+ ,: ... 0. ., ;:. > ... 1/l ---o, + ... ->-V1 -- - ------ --~ ----- ----------_,_ ---------------. ----- 45+00 46+00 30" RCP SD SL EL FUERTE ST. RW PIPELINE "D" SEE SHEET 15 STA. 46+68.39 8"X 8"X 8" TEE CONNECTION -~~-'HJ EL FUERTE ST. PIPELINE "D" -STA. 10+00. CONSTRUC 1100 RESTRAIN ALL JOINTS ~A~BO 1/l _, _, "' -H <( w w w 0, :;= r--• I I 0 I -H -H 0. (.) _j ...; ci :':' ... ., • 0, "' "' .., -~ ~ .;_ .;_ 1/l 1/l ... .;_ N 1/l + --... >-V1 / / / s 0. 059 0 >- ~ >-(.) w ~ z i::, z (.) !.! ' !;l .., '1-..,; + i;; ---= ---... :::, ,::c -,l V1 47+00 L.F. OF 8" PVC 9 N "' ,.:. --~ -1/l I U><- 1)8 \ CABLE ,0.8 -- C-900, CL -200 PIPE w -H 0 -H s,, r--1/l ., & "' --0. 0 u 0 w u, "' -_, • _, '< --z • z " u < - • N ., + I ... "l f;; r--+ ... <( >- -. -"" --- 48+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' 16" ACP WATER - - 0 .., 0 r--.; 0 S' 0, ... _j ~ -,; "' 0. > ---- 49+00 - - --- 1 g -_, r--w 9 0 • ... I 0 _j -H I "' ~ -H ~ ... > "' -z----~ -~ ,-.. 0, 0. .;_ > .;_ 1/l 1/l s-0.02:u --.. ---., .. --. __ ,,_ ······-·-- 50+00 RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO. @ 43+09 1. CMWD NO. W3 8318120 @ 43+19 2· CMWD NO. W4 8316005 @ 43+21 2· CMWD NO. W4 8316000 @) 43+42 1. CMWD NO. W3 8318100 @ 43+44 2" CMWD NO. W4 8318000 ® 47+61 2· CMWD NO. W4 8318200 I @ 47+90 2" CMWD NO. W4 8318220 450 ---------- --->--------- - 0 -H 440 1/l 0 "' 0. (.) 0 .¢__ -..: ---- • _, N •z 10 0 430 ., -,__ ---... kl -N --"1 f------ .;_ I ----err------~--V1 -w -· 420 ...., 0 .I ----·- U") -+ . S-0.0072 (/) ____,c, - 410 -0, w -0 ... --:; ----·-_, * w ------> I-,: z 400 >--- -- -,_ __________ -·- 390 ----- ---+ ----- T --,_ -- 51+00 52+00 53+00 380 • 8 1~ 4 \.::_ 24" RCP SD :r M•_■ lC\I 5 N 1992918.36 IC s E 6254743.34 30" RCP SO 24" RCP SD 2" GAS LATERAL 4, ~A 0 ( 44+00 S86'27'08"E 45+00 Stj!H SMl730.11 ' V 00.8 SDMH_ GAS 40!.J -w- PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 05,24 P P0083821 SHEET12 Lc\PROJECTS\ 741778\SHEET1 2.DWG .0 405 4 \ 40 t ,-"'---w~ ----w- ~KER AVE. ST RD~ 409.2 ~-w-_ "--..... cl -~ 408' .r----+-- 16," ACP WATER N 6" ACP FIRE HYDRANT SERVICE ,::;. -+,'.,O!;-:;._ I STA. 46+63.39 -2" I ~:~u~.,:6R s~~L~!t ~~EM:J-v I I 1~ I X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP02.DWG, X-LOKER-AUGN.DWG, X-LOKER-PRO.OWG, X-ElfUERTE-AUGN.OWG 4~5 I ,. I I I ,. I '-' 8" ACP WATER SERVICE STA. 46+ 73.39 -2" L BLOWOFF ASSEMBLY PER CMWD STD. OWG. NO. W6 _j I I 1--------+-12• ACP WATER • I I I 0 20 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE -------== -------~:,"Tu -.}!_4 !.£}_ 4:=:.!J,4-I~ 18" RCP SD X 4/2.J 6" VCP SEWE s·,gn LATERAL j N 1,992,BlJlJ I 160 DATE INITIAL ENGINEER OF WORK' +/ '--< ,- /4/J.4 )--- / ' I REVISION DESCRIPTION <i--0 URED 6" PVC SEWER LATERAL DATE INITIAL OTHER APPROVAL NO. G) © DATE INITIAL CllY APPROVAL RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 389' 385.23' 56'44°25" 210.07' 289' 410.33' 51·20'57" 248.36' "AS BUILT" P.E. EXP . OATE REVIEWED BY: l.VJL...... I ,po/ lt>,14-df INSPECTOR DATE uTI CITY OF CARLSBAD ~ 2 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES _LOKER AVE WEST6iEAST-PLAN AND PROFILE STA. 42+ 0 TO STA. 53+00 ~~IL~ ~~~~:-v, ~.JO-tJ-1 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: DRW I PROJECT NO. I DRAWING NO. CHKD BY: NA6 3887-C 405-7 RVWD BY: QR[) 120303 C :e C') ~ 0 CJ1 I ...... 460 -,------,-------------,-----------,--------==--=-----,------------_7_-----------7--------_-----7~;------_-_--_-_-_-_-_-_-_-_-:_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:_,_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-,-_=======-=--=-=-------1--,------------,-----------=~=--------~ 460 CONSTRUC 1100 L.F. OF 8" PVC C-900, CL,-200 PIPE ~------- RESTRAIN ALL JOINTS RESTRAIN ALL JOI TS 9 0 0 ------44A~ BO 1 -----':::i:!f---+------~-E. BO g -~--~,~,(. ,A~'!/0')-i---Fso1 450 -+-----;---"-rLL-,'------7-----------;----,..,=~:;----uV>:;r-7------~..,T.~;:;----;----------=.j-----j------"-rLL..,;;~=~~Oc;f;;cCXl.-;:~;;r-;:O~~:;;---;;;f----+----------;~=~;-1;---;-..,=~~~-;r-___;;,r-----jl--------->-,-'--'--r~o:r-;l-;::;-~~:C-r.,_ ______ --j-----------+-----+-450 u...,.. < u..,. !::: woo ell ~ w u w -o.::~w~ 5 .... , ~ -5 i;-.;:.--+--------'L'l-----+--------'e-----1-• .... r--1---=-:if.c ... ,__-->Oj -1-----;r: c.o __ ,.. -0, -~ ~ - - - ---Ct::'" o::•·, <tn ...., .., a..N w->,-...0> = i:z ~. <O ----, _, .-1 .-_,: ~.,... 0 ..-■ ..-A ,,.. ..--Ct::...... I ...,,; , .. c>o N -ui... ~1------+-------_;::,-+---+-----f--:> ---_,,... ,:__ °' ~.. ~ ---+-u, Lu ..... ~ "> . I o::;....i VI ~_j ~_j I a _J 0.... • : _j ii Vl N "' -' u~ . u.J _, -ffi u1 I:.] --..( W Ld -«) W 1-----~'::',:,,iil-<, ~-----"~\j---j--~ ~-...'. ~ ...: -~ .,... • 1...: < ~ i! f ;:: " · ,_ -------------;: "' • --"' ->-_ -N z ,..._ -z -z-==t0 •~ ~ -~-.z 440 -+-----.-,t---+--r--------t-----------;----~-t',j-----~r---l-_-t ______ N-----+------------j-------+-t-+~~;'t-_;;0;;i--~..,!t---------j-----------'t-r'--j--i,'_c,j-~·"'t----------j--------t--t-~~4;::l~1--,-f-+---------l~~,;..------------l------l-440 :i ~ Si ---------------··----+------t-+~·ir--~>q' _ _,,<?!lf---p!t---------1---------~~~r.1··'---1---''4--J""~·f--------+--f-> ~ ~ i.u 'co _:.( «) ; < + ~~ -ti Vl --a::~ 1------td-f--+--+-------+-------------f---I -. ,---I -------------+------t--+-lxil---,f-tt-~-------+------olf'-'-.+-_,,, ------+-+--1'":..l-t;;cn QI---+-----z Vl + VI If') c.og 'w+ :i: --------- ---+----·-------·------+t - ;: -~ '° 5:, -___g,_--t-~l--t--------t--------+---,--,'4---x~"'.+--1---------h-n--r-·---t;j ,.., I.() ~ I-~ ---+-------------------- 430 -+-----,_~rr.--+-t---------i------------i---~;21------t---+------.;;,i------+----------+-------',;-+Vl""''-+-/-r--t--------t---------+-+-~:;;;~-/+-------t-------+--t-f+-/~~/h,_-------+r~n .• -:-----------+-----+-430 -r 0 ~ ~ / -o- 0 ~ -e---_ _ r EXISTING GRADE r -----.!: H---tl +------------ll-""'------------ 420 +-----,..$. (/) Lu -z- ......J .. J: (.,) .. -+----.~ -....... - I - --- ->-' -sa,0-:02 66 s 0.0050 S=0.0007 S-0.0065 ----- " / S 0.1924 V I - <O (/) "? Lu ~-z: -- ------... -......J. ------------+-------t _j J: u.J -0- -; 1-: 420 4 1 0 :::::!!: ··-----------+------1-410 --,>---------,8'-+--I---+---~ __ -f-_____________ ---t----+-------+--------"'8+--t<>:"1--+--h~--J--------+------ z ~ ~ :::io +--------------1 "' .,. =r u.J - - -----------+------~a,,.+--->s-----t-----+--- ---I"") ~ UI-l~Q) u a.. Q. V) -V) --t------------t--------~1::--c:,---K"----~ j.,.. > .,, ~ • 5 et:: _J C) ---------+------+-..... -o ·-• f<->--+---~+-o8"w~ --------t------ - ~ g u~ co:;;: g ~ ~ u, co qz> 400 -+------t=~---------7------------i-----------7----~c;;J-------i-----------7-------rf",_,rT,-j--7,+-----d'f--------f-----------+-----af--------af---------rf~,-r-t-,~H:-,-f--------f-----------+-----f-400 in W Gj ~ .-Q 1 ~ oCD ---'---.L . .L. Ol-~ ..W-t 1---+p--l -+1 - l"')a_ V> ~-~--Nc,o NQ. l'f")CII 1"'1e:::: ... 1-_ _ U) .... ·z '°en. ....;1~ •• : c.ow~.....= ~ :; + W ·+ I '$. V ~ :;;: ~ :; + Z °+I; ~ • o:: + -~en_, - --· ----------+-------'2a0l § ~ !; ...J _. -V> _, -m ...J ~ _rtn~~ ---+------·------1-----------------+-- >------>------------+-----·--------+----------------+- 0--------,.------------+----------------+--------·-----·-··- ------+----- ----+----- w _, .w w .w La. .-w ------·---- ----------t---a-1, ~ ""t-:c---------.rl..,-.,.tf,;;:/--;;'-l-t....,,...._,.,.>-----0.; > 1-W 1-W O...> a.:> O...> i=::W I-0.:....-~ -----------+------------------------------1---- >:ii:!: VlVl VlVJ ;>Z >:Z: :>:Z t/Hn ti) >-X ti) 390 --'------'-----------:-:--=---------::-:,-'--::,:----------::-::-"-::-:------"'-'~-----=:"-::-:---------::-:-'-:-:-------"=-"''-=--'----""'<=------..L......----------'-----.<:.!..c~-----=~-------"-"-"'-'--~"-"=..<::....~-------'-------------'-----L 39Q 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 NOTES: 1. PROVIDE A MINIMUM CO'!IER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PRO'!IIDE A MINIMUM '!IERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. STA. 53+25.00 -8" IN-LINE GATE VAL'!IE ASSEMBLY 8" '!ICP SEWER TEL \ I I \ 8" RW 660 ZONE 2 PIPELINE "C" 66 55+00~ N12"J 1-'55"[ N 56+00 " - I I I I I y; ~ l 1B" RCP SD 6" VCP SEWER LATERAL RECYCLED WATER PIPELINE CUR'!IE TABLE NO. RADIUS LENGTH DELTA TANGENT © 289' 410.33° 81·20'51• 248.36' ® 311' 735.24" 135"27'12" 759.30 PARSONS OFFICES IN PRINCIPAL Ctr/ES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ·~ ,1 267.83' ~ '-P-, (._ "' Gv 16" ACP WATER I I I I I I I I w- NO. @ @ .. -G= r-- f--:::. p~~ 8" ACP WATER SER'!IICE RECYCLED WATER SER'!IICE TABLE STATION SIZE STD. OWG. ACCT. NO. 55+85 2" CMWD NO. W4 8318430 55+90 2" CMWD NO. W4 8318420 FRI. JUN 27, 2003 05:24 P POOB3821 SHffi13 L:\PROJECTS\ 741778\SHEET13.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP02.DWG. X-L0KER-AIJGN.DWG, X-L0KER-PR0.DWG, X-SEAU0N-AIJGN.OWG. X-SEAOITTR-AIJGN.OWG. X-PROP _UNES.OWG SEA OTTER PL. 0 20 40 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' B" VCP SEWER ----......_._ .,. 42" RCP SD PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 9 I I I J,, :JBS£UREC 10• ACP WATER 160 N STA. 58+71.36 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 42" RCP SD 6" ACP SEWER LATERAL ~c:::;-c<j 8" ACP WATER SER'!IICE SEA LION PL. RW Pl PELINE "F" SEE SHEET 16 L-_;.:,~';-16;;;.:--;;ACP WATER J" GAS STA. 58+66.36 8"X 8"X 4" TEE CONNECTION TO SEA OTTER PL. PIPELINE "E" -STA. 10+00.97 N 1993557.59 E 6255519 .38 STA. 58+61.36 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STO. DWG. NO. W6 ' ' ~ ' --+- ' ~ DATE INITIAL 5 65 8" Rw 660 zoN~---... ....._., PIPELINE "c" 8-AcP wATER'-:h...--vr SER'!IICE STA. 62 + 7 3.29 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 62+ 78.29 s·x 8"X 4" TEE CONNECTION TO SEA LION PL. 5 PIPELINE "F" -STA. 10+00.97 65 N 1993576.48 E 6255901.39 STA. 62+85.00 -2" AIR VACUUM VAL'!IE ASSEMBLY PER CMWD STD. DWG. NO. W7 N y l. 4 ~ DATE INITIAL tNGINE'.ER OF WORK REVISION DESCRIPTION OTHER APPROVAL 24" RCP SD ,CC ✓ 6" '!ICP SEWER LATERAL 8" ACP WATER SER'!IICE P.E. w~.:~. INSPECTOR 1 Q" ACP WATER 6" VCP SEWER LATERAL M l---STA. 63+05.00 -2" BLOWOFF ASSEMBLY PER CMWO STO. OWG. NO. W6 "AS EXP. 36" RCP SD CABLE ,~ ~ BUILT" OATE '~* ,o.,-:{ .t:,'j DATE L!TI CITY OF CARI.SBAD ~ 3 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES LOKER AVE. EAST -PIAN AND PROFILE STA. 53+00 TO STA. 64+00 APPROVED WILLIAM E. PLUMMER ~.:. ,: 'l ¥--t:a > .. Ii!:::: C.-J.b-Ql DEPUTY CITY ENGINEER PE 281 76 EXP. 3/31 /06 DATE OWN BY: DBW I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: NAB CITY APPROVAL RVWD BY: nRn 3887-C 405-7 120303 C ...a.:E ~C) -..a. ,l::a,. ..a. 0 .,:.(JI I ..... 470 ,-----r-----------,-----------,,------------.--------------r-----------r-------------,-------------.----------.-------------.-----------r---------,-----,-----------~-----~ 470 430 - CONSTRUCT 1050 .F. OF 8" PVC C-900, CL-200 Pl E ____ __,_ ____ ---- -+------ ---------+-------+------+----------------~ f---------ll----- I'") ...J ... 0-H O<O <iAAR'J 80 I o ... "' -~ ,-... Vlo 0 "' "! a, L,J 'o --------d w Cl. ~ .,., ;:.. '"' ~ ~ N u N -.. -... --a,: ... +. -"' 0 Q_ ffi~ • ..J "' ...J ,-... ..J ~ -~ ~ -j j • VlZ ' z "' V ''= I u u ~ ... w w -L,J L,J L,J ... >-N -i->t- . ..J ,n co w co co ~ ''° -V) ''= + + LLl :::c: .., ' V) ---··-. --· --1-- u "' Cl. Cl. ... > ---' > > • N ":I~ a, + co I "' olEI . i=-"' <. ,· --~ _____!fl I- V) ' ,-... u ~ -~~ > • V) Vl co . >- I ~ 1--- "' "' -1---------,h-a----+-------------+------LLl ~w :::c: --lf---------!-ufr,,.,-------+-------------1----------· w .., ' ~ ~ w ;;+--------+--+--+-..~-----il---+--+a;+------------+----------+-----~-----+---+--+-----l---!-+-----+--~----+-------!-----+-------++--+----....J..+-----+------~:------1------------+------l--440 lO lO v, "' io _/_ , _,__ ------------ --------------I------0 ~ ~ j -r EXISTING GRADE, <D ---\ d -\ U) ~ w -1--f-- "=; * n S-0.0091 V I -~- -~ - -<· ----i S=O. 1•6: ; ~ ~ ' ,-... j LO ow ,-..."- ·-- ·--·----~----+-------.;,;"':i-,-,,-,.'-----+-------------lf------. :::c: . , ' 430 -- 420 -+----j S-0.0065 420 _ ___, ____ --I -+-------------li--------------+---------------11--------------+-----------~f---------------l-----------------+-----+-----+-------+------------+---- "' - ---------+-----------+-------------+-----------+--------------1---------------4 -------------~------... ..J - - ------ -----------~----------1-------------+---------------1------------+-------------l-----------+------------------· -+--- L,J '---------------j------------+------------------l --------------+----------··--· ---------+---------- > 410 -+-----~------------,1-------------j------------+------------+----------+----------+----------+----------+-----------+-----------l--------l---------lf---------------4------1-410 1---------1-----------+--------------l-------------+---------------------------------------+---------------------------·------------~----------------------------1--------------+------------f--------+---- L__ __ -- I-----___, ___________ _,___ ______ ----------------t------------f-----------+-----------f-----------+-----------f-----------------------f---------- - ---------------------1----------------1------------+----------------1------------_(___ __________ _J_ __________ ----· --------+-------+-------------·------ 400 --'-----___,_---------=-L::::--------------:-::--'-:c:-------------=1-::-:----------=-1-::-::-----------:--lc---------,:-:-l--:-::----------..L..,-----------__j_---------__JL_ _________ ...L ____ __L ____ __j_ __________ L_ ____ L 400 65+00 66+00 67+00 68+00 69+00 70+00 71 +00 72+00 73+00 74+00 t:lQill; 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. w w :::c: CABLE 36" RCP SO ~#==---;;o!i:.===-1~= ~ -w \ \ \ \ \ \ PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 I \ 24" RCP SD C/V ll OF" C~\..\ NO. ® @ @ I RECYCLED WATER SERVICE TABLE STATION SIZE STD. DWG. ACCT. NO. 65+97 2" CMWO NO. W4 8314100 71+57 2· CMWD NO. W4 8318520 74+35 2" CMWD NO. W4 8318650 8" RW 660 ZONE 2 PIPELINE "C" 66 TEL RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT @ 311' 362.55' 66'47'35" 205.04' (J) 289' 223.65' 44'20'24" 117.76' FRI, JUN 27, 2003 05:26 P P0083821 SHEET14 L:\PROJECTS\741778\SHEET1 4.DWG X-REFS, COC-BDR.DWG, Xl/TILS.DWG, TOP02.DWG, X-LOKER-ALK;N.DWG, X-LOKER-PRO.DWG, X-PROP _UNES.DWG 0 20 40 PROFlLE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' PLAN SCALE: 1"=40' 80 GRAPHIC SCALE STA. 70+25.00 -8" IN-LINE GATE VALVE ASSEMBLY ,H; /YI (/p 160 CABLE 0 0-,. TEL \ \ ' ' 2" GAS lATERAL 8" ACP WATER SERVICE 8" VCP SEWER ~I I ,,, I 8" RW 660 ZONE PIPELINE "C" TEL ef w--< -. I ~ ~ 0~ <'?:, 8" ACP WATER SERVICE 10" ACP WATER V I I "' i 8" ACP WATER SERVICE 8" VCP SEWER lATERAL .,,. <J' a• ACP WATER SERVICE "AS BUILT" P.E. ___ _ EXP. ___ _ REVIEWED BY: DATE lDlQ, ..... ., f, y?e~/ io--t4..0, INSPECTOR / DATE [sHml CITY OF CARLSBAD I SHEETS I 1------1--+-----------------lf-----+---l----+-----l L.!i_J ENGINEERING DEPARTMENT 114 l-----l-----li--------------------1-----1-----ll-----lf------l DATE DATE INITlAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES LOKER AVE. EAST -PLAN AND PROFILE STA. 64+00 TO STA. 74+50 D DWN BY: DRW CHKD BY: NAB RVWD BY: ORD PROJECT NO. 3887-C DRAWING NO. 405-7 120303 C :e G) ~ 0 u, I ..... 480 --,--------,---------,-----.--------------,----------,------,---488----------,----------------.--------------,---------+l·-0---,------------,---------------,----------,-----------,---------, ----~-----~440 ----- CONSTR CT 217.30 L.F. OF 8" PVC C-900 CL-200 PIPE CONSTRUCT 441.30 L OF 8" PVC C-900, CL-200 PIP ---------------------+--------· ---- RESTRAIN ALL J INTS -- Q _g -+-------·-~ ---~ 44Af9 ~Arp ---~ ---feo 470 +-----+------t----;:-;r.t-;r;a-c;c;-;:ccr.:-~--;r.:--;ccr;-;--;-c;r.d-;-;:-;:;rn-;;;r.c--;;;17."-r-'-:;r.::---t-+7-8----------t----------+-----------t--------+.3&-::;-:;P~--------±c------------t----------+----------+---'-21=------lf------+-4.30 WI-_J ON O -H lO -1 +I O +I L.J O +t W (0 Q::; ±4 ~ -H Z --Z tO O ,-... Z "It f------+------t-------5u,i;>1'.H-:<-~~.,-ri-:"':'f.c:'"'CI-"t--f~"6a><--::"'+...,2-'_,'!!t--='lcn <0 ffil.t:=: ~ ~ O'I o CT! _ -t---____ ---------+-------_ _ o lO o -o ...- .iv, ~ a.,-... win a.,.._ < o_t--. < <r---lcij'" ,.., u·oo ~ o·-· u"" f--------+------+----fiE.lf-'11---i~i;h,u,..:N"'--cuiclN_.._,<==i·i--',-,"il"'"''-liucl."'.._u-=+-nucl"'.._.u=+ .!-1-'~'-J""'c..;;;o.'1-'"'~-+.,!,/P<I-I'..,'-----+ --~'-"-1----l .::, 2-. -· >ll-L. , • V'J -I I V'l CL ~ et: ...-er: ~ ,.. ..... G:i•-' L.J_j ■ _j • _j U_j• _j t:;_J ------·-----------------~'«_,Jt--f -------,i:.J----+-------------f-----------------~id ~ '~~ N i;;;;-N .;,. ~ • ~ I .--R ~ 0 ' ;5. 0 . ------V --~-::!:l--_o<,l l<ag/6-1,,r+,,;~-..,.; ..... :!=. 1 6: co ~~ ~ -:!:; , :'.:: ~-_ ---·------------<f--------------·---~-------;v,ll-.i!l:~--------·---------------+-------------:" ~ 460 +-----+----,.;..t-----fsH_;,.!iii-.!..-:!::4---~+-:'"l-➔P"t-➔r-rl-~-+,,f-lt->----+™>------------l-----------+------------l--------~0-F.~rl-.+---------~a.c-l--------------1-----------+------------l-----tl,::i-t-r------+-----+-420 ~ 1t-~O'! r--: ;:....-..., l!2 ~ ....: -..-• foll-~~ -•-~ ~ ;g ~ --;~ ----------------+-------------,f------------"!11'-~-+-----------9f------------+-------------,t-----~-------------+--w co in~ + -H + ~ I ~ cri + ;-H~ :Jci l,d-i--CXlicj.i:> ~ ~ (1)1--...1..1 v, ~ ~~ ---+-------------- --+----W·o l--- :::C: l ~t-z r--, IX) ,~ U) .'t ~~ ~± 1-------+-----fi,+----~r+-:.+:ic--c.-.tt--~+';'l-----.1t---h..+--+-~~~--t-+-'=-ti''---_ _ I-----------------; -· ,..... in~~ tii U') t,; en tii '=:I ~ -----------------+-------- -i~ 450 +-----+----t::i~+-------J~~~<~·~o~~o.--j-----:£1----+--+~r+_+-~0~-+-+..:~~0::_--+~--~--f------------j-----------+------------j---------++0-:~~<.J~0~1---------=::::::,,,......_;::-----+------------j-----------+-----------l---....j;~~0~-----+-----+-410 -· ,..... (/1~t;; t;; ~ -· --...........__ ,.... w 430 -- >----- ~ Cl.. ~ EXISTING / GRADE I s Q,,JlJ...JL 0 00-- ~ "' .... w - S=0.1929 - / u . G 1---_, --Of-----+---z w - --------+-----------+-------------ci ----+-------------+--i---~ --+----- --+------- I- --~--------------- ------------ ->-------- -------S -0 0136 ----~-----;:,__ _ ,C EXISTING GRADE_+---- ----i..___..::l.•'.=-/ - " lJ -- --f-- 0 (/) ---0. u --e---------------,i-------------+---~1--<rt------+---- - -----------+-------------+-----_, a, u .,, - - - -c: 0 z .., ---- ----------- --------- -- 400 -----+----- -. .390 ->- -1--· ---OC0 wO 0 ,z 420 +-------,f------+.,;-----t---.ri-~:F-------+-----------+~e----------+----------+----------+-------~-'8&--t---.+--rt------+-----------+----------+----------+----------+------+-380 NU ~ci z • ;o...,.... !!)Q: I-Oa:, I -w Vl------..c,i_ -t--c-,_ >1-:, 0.,, ~-et::t-,.- ...._ >-_, . ..-ow --+-·--------------t---------;-------- --------+--- -· ------------- -+i ---+-----1-----+l!-,CC--------l---------------+------------+--------------0 ~ uj "Pi :ii~ + + -Q --<>i;a; w -1----- -------------·· ----.... I..~ -------------------------· --------+----.rt--.rr-:c-----1---------------___ .,_ ___ _ -----------1---------j --- 0......,!:::::E> ~ ~> 410 -L-----...l....-----'------::-:--<=~'~-~-~3=u~Z=-------::-:--L=---------·--'-~·,o----------..J....------------'-----------...,_ ________ -31-•0-.-:-::-'--:-:--~"'""--Y"'~z=-----:-:-'--::-:----------:-::-"=----------:-::-'--:-:------------,:-:---'=----------...,_-----L 370 75+00 76+00 10+00 11 +00 12+00 13+00 14+00 !'.!Qill; 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE ,i, MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 ANO 39 ON SHEET 5. 1 J ~ !~~ ¥~ ·"l "" "~ "' ~ .j 1 36' RCP SD :r. ;:,u ao (/) Q:: 8" RW 660 ZONE PIPELINE "C" S55°23'27 "Er16" ACP 8 47' WATER :] I ,._..,..-, ( CAUTION! EXISTING 16" HP GAS LINE SEE GENERAL NOTE 47 ON SHEET 5 S1 CT23'27"E 67.60' STA. 76+62 . .30 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 73 N 19923 .81 E 6256019.81 (f::::::!l57fT+--..: ...... DISH HEAD IN STALLED ON EAST SIDE OF EXISTING 27 " ;?,/"' ~~· I✓ Q:, / ~ I 16" ACP WATER 6" ACP WATER It, I I a: If ~fi011 1 ~ II "' I I I o " I ~ II I ' PROFILE HORIZ. SCALE: 1 "=40. VERT. SC,i,LE: 1 "=8' STL. RECYCLED WATER SERVICE TABLE 2" WATER SERVICf STA . 75+91.23 PT -4 5 ° BEND RESTR MJ X REST R MJ PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 921D1 -619.687.0400 WEO, AUG 06, 200J 09:26 A P0049601 SHEETl 5 L:\PROJEC1S\741778\SHEET15.DWG RCP SD ' I 27" STL WATER 16" HP GAS STA 75 +99.70 -45° BEND RESTR MJ X RE STR MJ RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT (J) 289' 223.65' 44·20•24• 117.76' NO. STATION SIZE @ 75+47 CD 14+34 2" 14+35 2· X-REFS, COC-BDR.DWG, XUTILS.DWG, TDP02.DWG, X-LOKER-AIJGN.DWG, X-LDKER-PRD.DWG, X-ELFUERTE-AIJGN.DWG, X-ELFUERTE-PRO.DWG, X-PROP _UNES.DWG STD. DWG. CMWD NO. W4 CMWD NO. W4 CMWD NO. W4 0 20 40 ACCT. NO. 8314000 8315000 8315995 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE r-1 160 LOKER AVE. RW PIPELINE "c" SEE SHEET 12 2 8" RW 660 ZONE 66 PIPELINE •o" STA. 10+05.00 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. owe. NO. W6 BEGIN EL FUERTE ST. PIPELINE "D" STA. 10+00.00 -8"X 8"X 8" TEE CONNECTION TO LOKER AVE PIPELINE "C" -STA. 46+68.39 4 N 199291,8.36 65 E 625474!3.34 "A S BUILT' RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT (D 755· 257. 10· 18"41"39" 129.70' I I , ) ~ I ;J;; \ D ..EL FUERTE ST. PIPELINE "D" ( 14+41.30 (EC) -END CAP -LOCK PER . NO. W15 ~8 U;.)r'--~,-,<.-"': I STA. 14.£38.30 -2" BLOW-F ASSEMBLY PER CMWD srp. DWG. NO. W6 ,. AS BUil T,. P.E. ___ EXP. ___ _ DATE ~ CITY OF CARLSBAD ~ t-----i---'<C"'::::.t---------1-----------i---+--t---+---t ~ ENGINEERING DEPARTMENT lJ.1±_J ;:===:::::...:::::========:::::'....::=~ DATE INITIAL DATE INIT~ DATE INITW. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES LOKER AVE. EAST / EL FUERTE ST. -PLAN AND PROFILE STA. 74+50 TO STA. 76+67 . .30 ANO STA. 10+00.00 TO STA. 14+41..30 OWN BY: PRW CHKD BY: NAB R'vWD BY: DRD PROJECT NO. 3887-C DRAWING NO. 405-7 120303 .,.Ji,, UI 0 .,.Ji,, .,::i. .... .,.Ji,, .a::. 0 u, I ...... 460 -r-----,,.----------r--------------,----------,----------,------,----.... t69•----------,-------4',j'tvj-------.----------,--------------,-----------,-------r----,--------------,------y-470 420 f-------- IJ.11 .... 2 410 . -- - CONSTRUCT 453.03 L.F. OF 4" PVC C-900, CL-200 IPE I I 1 EXISTING GRADE -f-- --+----t- . I\ V .,, ,-.. ---~ . "' 'ONSTRUCT 359.03 L.f. OF 4" PVC C-900, CL-200 PIPE , - I I ~ EXISTING GRADE _ .... ()4 9 f- S 0.0154 - . -------f-------------- -- u => 8'-----if-------------+--------1 vi 0 u ·- -- 430 420 t-------+-----g=+------+---------- - -----------------+-----------+---+----------+-----------+------------+~,,,¥--------~ ---------+----------g=+--+------------+-----------+-------- 400 +-----+------d!-------+-----------+----·---------+-----------+-------------t ..... ie·&-----------+------+H .. :r-----+,,,;;;-'f-----------crt-----------+---------;;....;-t---t------------1------------i------t-410 ~ 0 ~ f-------+-------,o~":;... -----+-----------+------· --------------·------------+------------+-----------+------------+.;;~z:=----------::_~"'.,________ ~I•"''--+------------+-----------+----- ~~ ---m ------+-------------+-----------+-------------+--------------------+-------·-------------+ ---+------------+"'i>?l-.-----------,+Sl'------------+---------c-+::l!--+--~ ---·- f------t------~,r.:------t-------------ir-------------------I-------------.. ----·----+------·---· ------ ---+------------+~-~~!~':!-----------i,i:!_,·t :~----------+----------ii:!,,·r=:;-. -+-----· --- --------------------- - --------------------+-------C:>---i=::u a..> °:~ 390 _1_ _____ ..1... ____ ~>2'EZ'------..L-----------,--J-..,.,.-----------,---:,--L-.,-----------,--J=----------~-~-&-----------..L------+ll0-----:-::-1~v,~~"=-----------:">~·~z,:--_________ ..J.=-------->==-:-:c1-:::::-------------'-----------...L.-----1-400 10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 3" GAS .. ~o' .. ~Q t\ <:;. \ \ ~ \ cii 16" ACP W 1!0KER AVE. RW PIPELINE "C" 'CSEE SHEET 13 c'°' ,{' BEGIN SEA OTTER PL. PIPELINE "E" STA. 10+00.97 -8"X s·x 4" TEE CONNECTION TO LOKER AVE. PIPELINE "C" STA. 58+66.36 -SEE DETAIL N 1993557.59 E 6255519.38 6 ·s?s s ., STA. 10+4~ -1" AIR VACUUM VALV~SEMBLY PER CMWD STD./OWG. N._O. W7 CABLE TEL RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS (j) 411' ® 311' 8" ACP WATER SERVICE f----=- LENGTH DELTA TANGENT 117.88' 16·25'58" 59.35' 98.97' 18'14'03" 49.91' 4 • RW 660 ZONE PIPELINE "E" 1 o• ACP WATER 42" RCP SD ... ~ 0'°' q 8" ACP WATER SERVICE RECYCLED WATER SERVICE TABLE PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 NO. 1 "2 "3 4 I/ 5 STATION 13+80 13+81 14+52 10+79 13+50 SIZE STD. DWG. 2· CMWD NO. W4 2" CMWD NO. W4 2· CMWD NO. W4 2" CMWD NO. W4 1. CMWD NO. W3 ACCT. NO. 8314800 8314610 8314790 8314500 8314430 8" VCP SEWER LATERALS I I I I I I I " CP SEWER PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' 8" ACP WATER SERVICE ~_,,:b .,. ,:,'ENO OTTER PL. PIPELINE "E" " STA. 14+54.00 -END CAP WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 N 1993945.96 E 6255293.68 STA. 14+52.00 2" BLOW-Off ASSEMBLY PER CMWD STD. DWG. NO. W6 0 20 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE FRI, JUN 27, 2003 05:29 P P0083821 SHEET! 6 L.:\PROJECTS\741778\SHEET1 6.0WG X-REFS, COC-BDR.DWG. XVTILS.OWG, TOP02.0WG, X-LOKER-AL\GN.OWG, X-SEAI.ION-ALIGN.OWG, x-sEAOmR-ALIGN.OWG, X-SEALION-PRO.OWG, X-SEAOTTER-PRO.DWG, X-PROP _L\NES.OWG I I 160 //"l<'.",c< 1/ /'t CABLE 42" RCP SD LOKER AVE RW PIPELINE "C" SEE SHEET 13 st ; G;.. '"< ;.'" 2 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE or 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. I I I I 4" RW 660 ZONE % BEGIN SEA LION PL. PIPELINE "f" STA. 10+00.97 -8"X 8"X 4" TEE CONNECTION TO LOKER AVE. PIPELINE "C" 66 1-PIPELINE "F" I TEL STA. 62+ 78.29 -SEE DETAIL 5 N 1993576.48 E 6255901.39 65 " ACP WATER -"' ERVICE ,y OAO R/W =----,',,--- -=:-::::===J'"" ---9"+ 5• vcP SEWER --8. ACP WATER- LATERAL SERVICE G 10" ACP WATER STA. 10+05.97 8" VCP SEWER 2" BLOW-OFF ASSEMBLY PER CMWO STD. DWG. NO. W6 36" RCP SD ;,-;::---5• VCP SEWER 16" N:.P WATER ------===-- ~ '1, 4-' --..;_, --Q 8" ACP WATER 0 SERVICE STA. 13+56.00 -1" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. OWG. NO. W7 STA. 13+58.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 I I 18" RCP SC END SEA LION PL. PIPELINE "F' STA. 13+60.00 -END CAP WITH THRUST BLOCK PER CMWD STD. OWG. NO. WI 5 N 1993832.85 "-"_,. E 625614 7 .86 2" GAS -----------8" VCP SEWER LATERALS "AS BUILT" P.E. ___ _ EXP. ___ _ REVIEWED BY: lt)at,;., ... INSPECTOR DATE ~ CITY OF CARI.SHAD I SHEETS I 1-----+--+----------------<,----+-----t---+----t ~ ENGINEERING DEPARTMENT 114 ;:=='....'.:::::========::::'...'.::=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CtTY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES SEA OTTER PLACE / SEA LION PLACE -PLAN AND PROFILE STA. 10+00.97 TO STA. 14+54 AND STA. 10+00.97 TO STA 13+60 DWN BY: DRW CHKD BY: NAB RVWD BY: ORD PROJECT NO. 3887-C DRAWING NO. 405-7 C :E C') ~ 0 CJ1 I ...... 180 170 160 150 140 130 120 110 ~ --- - -(AV) BO I zo --H --H 0 '-b :g 0 "' (/) "'! (/) q w ---0 ,..; u 'N a. a. • u 1 N u;: u:: u.J :, -~ - --,~ ~ w ~ _j ---' ---' • w • w -H 8 -> "'> < :;: 1:i ' en r. -, .z -, ..___ ... + • .. r--N "' "' + > w "' "' "' --""· ~ = -----' c,; + + (/) a. + --Vl a. ---t;; .... ~ Vl ~-- ~ t;; .._ ----1---- Cl w I--m ··- -. -· - ' -" "105 -.Ji) C:=0.0105 ,__ ---I-------1--- - . -- --·-·· -.. ·-. ----------- ----------·------------~ ----- -·-.. ----· ----- 10+00 11 +OD NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE .37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES .38 ANO .39 ON SHEET 5. 12+00 .3. COORDINATE SHUTDOWN AND DRAINING EXISTING PIPELINE IN FARADAY AVE. WITH CMWO. .. -------~ 1.3+00 -------- _ ..-------;-TA. 1.3 -2" AIR VACUUM ------ --- 12" PVC RW ._---.;~ (IN SERVICE)--~ ----r--~ VALVE LY PER CMWD STD. OW --~W7 --w 'l>-;~'M~-it -4.... . ----- -------- --~ . I- EXISTING GRADE, \ \ -· ,__ -----·------ ------ 14+00 ----------- STA. 1.3+.30.00 -2• BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 --f... -- -~ . -,__ 5,00 "' ·-----··-f--.. ---------------~-- 15+00 I ~ --1- -------- ---' u.J -"= I -H -r-- "' "' - < .... CONSTRU T 1080.85 L.F. :;, -H 1 "' o._,;:,; • u_ N ---' I " u.J -;;: -H N ... . O> r--.;, .,; - -t ~ - t;; 1-1-- -------- -· --· -. ----· ----~---- -.. -- 16+00 PROFILE HORIZ. SCALE: 1 •=40' VERT. SCALE: 1 •=8' OF -------- 54• RCP SO TU LATERAL 2" GAS LATERAL 1s• RCP SD 12" - PVC C-91 D, CL-200 PIPE --- - C: ... - ? ... ~ -~ < > lZ ~ > s.;o, / -~ -. Vl u ;'I 0:: ---·-·-----~----• • ID N I I .. ~ +liq ... ,n ... r--+-+ -GJ - t;; :;: .... V, 17+00 18+00 __ -1.z 12" RW 550 ZONE PIPELINE -o ------~ RESTRAI All JOINTS --- Q Q .... 0 ... r-- 0 0 N N - :5 .;, ----. -~ (/) (/) -- -..,_,, S-v.v tO - ~ ,,.o.o~__..... ' r-- ..----c..---"'G:i -w ---' :I: s~2• _o en ----i -f--w I u.J .., J '--' 0 :t: -- N - ~ /11/_ / / " (/) -~ -~ ~ / u.J 1--I-+-. f--+ / / I "'=; , ' ~ _t ;i;: -u.J w ~ '::' ---' .... 0:: w . w .... -t---. . :5 ~ ~ 0 " ~ < -Vl w -0:: w Vl w w a. -~ .... . u ~ ~ fl'.: (/) 0:: V, <!) • • I-• 0 • 0 -w ID • • "' "' -.... -N 0 "' 0 0 0 I "' I "' I I I I 0 I "' r--"' ,;; "' ... "' ... 0 "' ~~ r--r--"1 ' -r--U"1 ~ ~ IQ -'-' N N -N .. --· --·-- "' < ... r--,n r--,n -"' "' .... < ,n ,n ,n + -.... --+ + --+-·--.... ~ -c:!i .;!: !1 ---t, ---' c -GJ ---' =,-----' ---' ----' ,W N u.J N w N N w N .w NW ;::. V, 2 :;;-g; '> ~-----v < ~ z ;, 19+00 20+00 Nor .3o•oo·E 11.00' STA. 20+59.24 -22 1 2• 2• GAS LATERAL BENO RESTR MJ X RESTR MJ N 15·00·00-W 8" PVC WATER 5.2.3' / ½ SERVICE , -0 "'r, =-----Cr-- -s- -s-"' --g~ ~- 18· RCP SO . STA. 20+54.01 -22 1 'Z BENO RESTR MJ X RESTR MJ 18· 2 > z ;::, > ;::, ~ > < a.> v,Z Vl z r. > z 21+00 I~ 16" STL WATER 1 I ffv2,· RCP SD I I II I II _-·IL:._ - I • r. :;: 22+00 " VCP SEWE TERA!. r 180 170 160 150 140 - - - 1.30 120 - 110 I I I 66" RCP SD ~ I ['l z ;:: 0 -0 ' ['l \ RECYCLED WATER SERVICE TABLE "AS BUILT" I I I:/ PARSONS OFFICES IN PRINCIPAL CITIES 11 0 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 05,33 P P0083821 SHEET17 L;\PROJECTS\ 741778\SHEEf 1 7.DWG c,O 0 r"' lf) T v STA. 1.3+ 25.00 -12" GIi INSTALLATION PER CMWD STD. OWG. NO. W16, PO X PO T 12" UPLING RECYCLED WATER PIPELINE CURVE TABLE .369 3 SEE NOTE 4.3 ON SHEET 5 N 1994603.02 E 6241721.08 NO. RADIUS Q) 786' ® 788' @ 412' © 414' X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP06-1 .0WG, X-FARADAY-AIJGN.DWG, X-FARAIJAY-PRO.OWG, X-PROP ..lJNES.DWG LENGTH 10.00' 145.08' 59 . .32' 590.70' DELTA TANGENT 00'4.3'44• 5.00' 10'32'57" 72.75' 08'1s·oo· 29.71' s1·45•00· .358 . .30' 0 20 40 \ \ PLAN SCALE : 1 ·=40' 80 GRAPHIC SCALE NO. 2 .3 3A STATION SIZE STD. OWG. ACCT. NO. 15+.3.3 2· CMWO NO. W4 8.30004.3 16+67 1· CMWO NO. W3 8.300059 18+91 1· CMWO NO. W.3 8.300049 20~80 I " CMW D N0.W3 I 160 P.E. ___ _ EXP. ___ _ DATE ~£X!E]~,-~~ w I <f'•r: INSPECTOR ID-14-<-<, DATE "AS BUil T " ~ 1' RECYCLE WATER SERVICE w CITY OF CA DT CIBAD LDTI l-------l--,+------__:."-"----"""""'-'------1------li-----+--l----+---l ::==7=:::'....'::==::::E::::NG:::::1::::NE:=E:::::R::::IN::::G::::D:::E:::PA:::::R::::T:::ME=:N:::::T==~==4=: DATE INITW. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARADAY AVENUE -PLAN AND PROFILE STA. 11+19.15 TO STA. 22+00 wz•ZP•aJ EXP . .3/31 06 DATE DWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB R\/WD BY: DRD 3887-C 405-7 120303 220 210 200 190 180 170 160 150 - ----- ~-. ------- (AV~BOI W+f ~~ w +I 0 +I _g t..) "' ~ r--(/) N -0 ·o --,,; - ~ "' Q_ "' "' '2 r--t..) <O ~ w_ --ti ---"' >=--N 7, _J N -l • _J "' "' "' ;:::: < ~ !;;: ,2: ,2: ;i:c < I~ t;: + -' -V r--. , n fi > fi .,, ~ "' ··----io • laJ CX) + "" -' -'¢ -, ' N :I: ~ ---------~ ----vi "' 1/l "" ---w .... --+ + + vi N N . N --0 ,_ In ;:,. (/) 1/l -~ :r: -N ,d EXISTING GRADE, Cl) f----+- w 1-----·----• :I: " -,, I::; ::::e s~o.0401 ------·- re:. ci "' - _J > 22+00 NOTES: s-0.0190 - 23+00 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. STA. 24+45.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 24+35.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 _,,;, ,-., .<f ''i'(' &·· 8" PVC WATER S(',;-0 SERVICE 'Cr-W 12" VCP SEWER ' \ \ --t\F,').0 ~- _,,.-i-::::.---- "__.Jk ' 0 0 "' N .... _s N ~ "' -------- ------_J w ----l'.L" ~ > 24+00 I I 12" PVC WATER STA. 24+40.00 -12" GV INSTALLATION PER CMWO STD. DWG, NO, W16, PO X PO ,_ --- -- I I 0 0 0 0 "' "' N ~ ---tll-_J ,W ~-~ > 25+00 6" PVC SEWER LATERAL --I-, 8" PVC WATE,n--11 SERVICE -e -- CONSTRUCT 1000 L.F, OF 1 . PVC C-900, CL-200 +I t..) +I 1/l O+t N -1/l .,, _it ~ "' --.,; .,.:--- [l. r--r-- _J 2: • r--• - ----f--<IQ -___r,, - I _J I +I 2: +I "' -"' .,, N I .,, ,;, -; "' N N ~ w < ,_ ,_ -7fl __J -w ,_ ;i:c "' ~ s~o.02,, 0 0 "" ,.., "' ~ N ~ ---------"' _J ''-" --e -" ~ > 26+00 u_ • _J -- -,2: ' "" .... + N ,_ 1/l ---------- ~-n o~o~ - -- - 27+00 PROFILE HORIZ. SCALE: 1 "=40' VERT . SCALE: 1 "=8' RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. 4 22+48 2" CMWD NO, W4 5 26+38 1" CMWD NO. W3 6 28+00 2" CMWD NO, W4 7 29+04 1" CMWD NO. W3 8 31 +47 1" CMWD NO, W3 9 31 +91 1" CMWD NO. W3 9A 26•50 1" CMWD NO. W3 12" RW 550 ZONE PIPELINE "G" ACCT. NO. 8300048 83D0055 8300063 8300046 8300044 8300066 /865 ·o .oE.H I p - 1 ' PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 I I I I 0 -r _,, 20 40 PL6.N SCALE: 1 "=40' 80 GRAPHIC SCALE FRI, JUN 27, 2003 05,35 P P00B:3821 SHEET18 L\PROJECTS\741778\SHEET18.DWG X-REFS, COC-BOR.DWG, XUTILS.DWG, TOP06-1.0WG, X-FARADAY-ALIGN.DWG, X-FARADAY-PRO.DWG, X-PROP _UNES.DWG 220 ----~ PIPE f-----------------------. ---------- • _J +I -"" ~q 210 -----r~oo ---s~ ----------- N --0:: .-:-! I )1 'J N >-> s 0, ---.... + ~__z__ -----'8 -----N --------~ N O> ' In tr: ----------_] w 200 -------------------- V ~ laJ • b.l -:.-C,<'~---------------:I: --V, -------------------------------------------------=-------w I ----------v, 190 -- ------------------------- c5 -::..-----:r: ------ I"') --. 180 V, --~ "7 w -/ / ---------' .. --------·--- B'I ~ :I: ,, -_J w "' I::; ;; < _J !:;" w w ::::l!: !:, ~ ~ ----·--·-----;:::: 0 "' < 1/l 170 CIC -;:::: ';' Q_ ., < ~ ~~ w . (/) • 0 1L 0 • • 0 ::: D 0 0 "" aJ 0 I "' I 0 I I 0 I N "' ":' --..... +I - - -·- ~-: "" -,.._ N 0 "' -"" "" "1 "1 "' "' N .,, Q._ a>. .... "' ,-,,.__ ----- 160 "" ~ "" -"' < 0 N a, .... 0 < 0 "' "' +-+ -t:: N +-+ N ,_ N + ~ci _J ci _J .,, ci _J - i::,~ _J "' ,W N -' w w -' ~ "' w Fnl~ ~ > ~ ,_ > ~ ~ cl'." ~~ ~ -;, "' " (/) z > (/) z > 28+00 29+00 30+00 31+00 32+00 150 12" RW 550 ZONE T'l l.oc t;: w ...I 160 12" PVC WATER N PIPELINE "G" ~,.,,,.--18" RCP SD II II 6" ~ SEWER LATERAL--< -o~x s- /9.7 8" PVC WATER SERVICE L,_ 12• VCP SEWER RECYCLED WATER PIPELINE CURVE TABLE NO RADIUS LENGTH DELTA TANGENT © 414' 590.70' 81"45'00" 358.30' ® 564' 280.93' 28'32'21" 143.44' r r " .., . ') ; /1\ I RECYCLED WATER SER VIC E \ ----- .,v -......__ 1' --.. .,.___, . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE 8" PVC WATER SERVICE q // 14" RCP SD II 6" VCP SEWER TERA!. .Sigri VA { y 18" RCP SD 2!9 I lJ 8" PVC WATER "AS BUILT" SERVICE P.E. EXP. DATE w:11::. '1~ 1:)-14-0, INSPECTOR DATE LThJ CITY OF CARLSBAD ~ 8 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: 'INDUSTRIAL PARK PIPELINES FARADAY AVENUE -PLAN AND PROFILE STA. 22+00 TO STA. 32+00 APPR 111 ~ILL, ~1:J.MME~ _ '✓ G-ld-01 OEPUTY CITY ENGINccR PE 28176 EXP. 3/31 /06 DATE DWN BY: DRW PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: NA6 OTHER APPROVAL CITY APPROVAL RVWD BY: ORD I 3887-C I 405-7 120303 270 270 -~ - CONSTRUCT 1200 L.F. or 1 " PVC C-900, CL-200 PIPE RESTRAIN ALL JOINTS ---- --- 260 -(aj -wi-..,,..__ -~ ..,,..__ ---AVJ LAV ; I i E Ji 0 ~ ~ ~ ;.. ...J ~ ...J < -H vii~ i -H ...J :'!;I q t:jl~ !el -H (1)1 ;t! ~ 0 -H w 0 w "' -< N Q Q !c'J w "? -!c'J "": -Vlq >-->--~ w a. iii w ~ +--a.-.,;-a.--~ 3: 0 3: 00 0 0 -u -i:l N=-.." :!'5i :r< 00 N w -w I • I ':; u ::-':; I ~ 3: £" "' ,£" ; u -~ ~~ N N +"' N N N L N - --"' ~ "' -"' N ~ ---i? ...J u ...J ..., ...J ii: ...J z -! z .J _, -H I -H ...J _, _, -H I ~ 7 \;' _, 0.. ...J " _, I _, w w w w 0 0 w "' w 00 ,-.. "' • "' 00 u • w • ""---- 260 250 240 • > • > >--~ ..... ~ !al . 3: le 0 -H "' 3: <! -~ i .~ N -H .. le ~ ,<! -L ___ -H -~ ~ ~ ti "" ~ ..., r;; • • N z 00 z VI ~ -~ 00 "' "' ------' ' --ai .,. ..., "' 00 r----"' r:o -I oi w "' 0 0 ' -· . ' -..., -..., . • "' I > -s "' ;;. ;! "' ;! ii: .,. ;! 00 > ' "' 00 .. -H -H -H :;;:' t -H N >-"' co ' ..., "' .,. "' -[:j" 00 6 -[;j "' I"' cci co • -...; "' w a ~ 00 + -H ~ ...; ,-.. + ~ + N ili-!:,! "' ~ "' -bJ 1-+-, "' .. -"' "' -,. --------w -+ + N ,; "' I 00 .,. .,. ::r: ..., i'i: 0 + "' ~ N N -~ + Ill ·=----H In -In >---· :,:: . 00 <Xl .. Vl "' .. Vl .. <( ., . <( r-----~ ---.. -~ -~ . ----"' VI Vl 0 n "' "' '2 0, "" "' "' -w "' + Vl w .,, lz . z <( ;,; v, 250 240 0 «! 11. ,ri 0.. >-EXISTING GRADE, 0 (/) :t: _,. 2 + 'a:: \ -r + "' ·-- 230 ,.,, ;;., g__ ~ \ -.:t--< -;$ --.,; !;-VI r _...,. ,.....,,.,. .,; -· 230 In T i -s -0.0861 -~=-o.oJ 71 Vl f--f----w .-_n,ni -• / ::r: "' ,, .... - 220 "' / i -,... n n",'j \ ------0 .J ---___;::----------------.. z ---I-,_ i'\5' ~ ---s~o i----.. 210 ---------0 0 ------~ "" 0 0 ---------~ "' ., "' \ ;! ;,;:: - '-S=0.0616 ...J .w 200 ~ -. > 32+00 33+00 34+00 35+00 36+00 37+00 RECYCLED WATER PIPELINE CURVE TABLE -- -- -- ith""Ji ---r l c!o-....: s 0.0500--1-1 ! l,_ 0 "' z ~ 0 ~ 17) .:: t-~~ o..,--z u > ----~ • 8 • 8 u .-00 0 I w I "' .... z co + :lil '00 w CO 00 00 ' a , 0.. . i:s....!2_ ~ ;! ,;; 1 a. OON.,: N + N >- ...J ...J . ci ;;; e;;; w .w ..... er 38+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' > > >-> w >->-z"' z "' z:,: z ' ,-- '-i-S- -~ >-- .... -~ R-. ...J ;;'"' 5 ,; z 39+00 NO. RADIUS LENGTH DELTA TANGENT \ RECYCLED WATER SERVICE TABLE @ ® (J) ® 12" VCP SEWER PARSONS OffiC[S IN PRINCIPAL CITIES ~ON. MAY 06, 2002 10:32 A 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ~ODEL Lc\PROJECTS\741778\COC-BDR.OWG 564' 562' 562' 1188' 280.93' 28"32'21" 143.44' 82.52' 08'24'48" 41.34' 129.40 13°11'31" 64.99' 665.45' 32"05'39" 341.71' STA. 33+37.88 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. OWG. NO. W7 CONSTRUCTION EASEMENT PRESSURE REDUCING STATION -SEE SHEET TEL I I \ \ 42" RCP ISD NO. 10 "11 ,12 13 2 66 \ 3 GAS ' STATION SIZE STD. DWG. 33+87 2" CMWD NO . W4 37+83 2· CMWD NO , W4 40+73 2" CMWD NO. W4 42+40 1· CMWD NO. W3 12" RW 550 ZONE PIPELINE "G" 6" VCP SEWER LA.TERA!. -t~ ACCT. NO. 860200 8300041 , 8300068 8300070 -~ I 2" WATER SERVICE NEWTON AVE. RW PIPELINE •1• SEE SHEET 27 - - -537'16' 38+00 ------------- 18" ACP WATER STA. 33+ 78.38 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG, NO . W6 CABLE 18" RCP SD STA. 35+ 75.38 (BC)-90' BEND CONNECTION TO PRS PIPING -STA, 10+75.38 STA. 35+45.88 (EC)-90' BEND CONNECTION TO PRS PIPING -STA. 10+00.00 I STA. 35+20.00 3 FIBER OPTIC PULLBOX 66 STA. 33+40.88 -12" GV lNSTALLA.TION PER CMWD STD. DWG. NO. Wl 6, PO X PO STA. 33+22.03 -12" PVC DRAIN PIPE SEE SHEET 69 1635 FARADAY AVE I CITY OFFICES I 8" ACP WATER SERVICE STA. 38+35.00 -2" 6" PVC SEWER lATERAL 8" ACP WATER SERVICE 0 20 AIR VACUUM VALVE PER CMWD STD. DWG. NO. W7 STA. 38+53.83 12·x ,~·x" TEE C NECTI TO NEWTON DR. PIPE "I" -STA. 10+02.00 N 1995 1,,2. 75 E 6,74316834 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 2" GAS lATERAL 160 c.~0 -~ ~ ==---- 0.0161 - - ----.- 8 "' r--- ~~ ;! ,;; --' ci a:: > > z 8" VCP SEWER 12" PVC WATER fl 40+00 / / / I I / II II 6" VCP SEWER lATERAL TEL STA. 39+00.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG . NO. W6 ------ ------------- 41+00 STA. 41 +80.00 16" RCP SD 4" FIBER OPTIC CONDUIT 2 66 w 00 -' N ::r: N -U ·-_, i w > 220 -----z -- --.. ------------------ -- 0 0 "' 210 N -..., .,. .... -· --.. ;! ,;; ----.. ----...J .w -------> > z 42+00 43+00 44+00 200 \ NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND )9 0~. SHEET 5. STA. 43+25.00 -2• AIR VACUUM VALVE PER CMWO STO. DWG. NO. W7 2" GAS LA. TERAL _.... \ \ \ \ \ ............ \\ I\ \\ 'i 18" RCP SD \ \ \ \ "AS BUILT" P.E. ___ _ EXP. ___ _ REVIEWED BY: DATE Lu~,.. .. ,. tr/wt/ INSPECTOR ,--,- to-14--o'l DATE fsHEEi7 CITY OF CARLSBAD I SHEETS I t-----il--~--t----------F-----------11----t---t-----t----1 ~ ENGINEERING DEPARTMENT 114 t=t=:~::::::::::::=======t=t=t==t=I DATE DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARADAY AVENUE -PLAN AND PROFILE STA. 32+00 TO STA. 44+00 APPROV DWN BY: ORW CHKD BY: NAB RVWD BY: R EXP. 3 31 PROJECT NO. DRAWING NO. 3887-C 405-7 120303 C -:e (0 G') 0 -.,:. --0 .,::. (J1 I ...... • ~ 280 -----~----------~---------~----------------------------------------~---------------------.------------,------------,-----------.------------,~----~280 ---- CONSTRUCT 1000 L.F. OF 1 " PVC C-900, Cl-200 PIPE RESTRAIN ALL JOINTS - - - -----f-------I------- - ------------I------. - --------. -------+ 1---.-i. l"l -~ i -~1~2:;.-+----+-----------+-----------+-----------+-,-+2:;;...:!';+--+-+.'<>1'..:~>;...•9i2:~-+-----,:;:,+-------+------------+------------+------------+-----------+------t ' CX) -0 m ,... • N 1 ..n 260 +-----1----------,j,..-1-!1,!-4',!--+------~-'H---r+--e!---t-----+-----------+-----------+----------+-:.,!tt--+l--+--t-'t-+t---t-----=-+------+-----------+-----------+-----------tE ...... ----------t-----+-260 §;? < ,..._ .--<----------------------+------------+-------------l--~001--'~'+--+-+---+<"j--:!-+<t----+------,,~>t-------t-------------+------------t-------------i-i,------------t-------t 250 240 1. I 1.....,, CX) I + -4( O') "': I. I LL.I.._. + N _.... I-i0 IX) LL.I :I: I I -.:t' + a:, V -~f.--~t----+----+---- f-------t----------ffi-hatf--+ij--+-------,i-,<H ---'2,~~-+-----+----------------+------------l-----------+-<l---+-1---l-" ~1----+------+--_, I{) «! tii V ~ tn 0 V) 0 N + ., ,._ V) / In ., In r---t-- --r EXISTING G_RA_D_E _________ _ I - . V) / ---·-----------··· -· ---t- ;:c --+b;J w 3 I() -- --------------- 250 -- - ·---1 240 - -+----+--------;~ 230 ::IE • V --+----+------------+------------+------------+------ z - -+---+------------t-------------------+--------------+- ------------·· ·-·-----l _j O g g g uw 0 220 -+-----+------------t--~:;:,t---------im;;;+--t-------io~-----+--------------t------,o~-----+-----------t-----~, r3;---~~~----t-----------+-------------t-----------+-----------t-----------+-----t-220 N CO "1 111 ~ CO 1--__ ., ... . - --f-<IT .... ..,. cq IO ~ ,..:... C(? I") o.. Ol OJ ..,. ..:. ..,. . "d":G-•.,,,; ..,. . .5--~ ~ -~ N ;'!: N --! ~ ;5~ -...J ...J ...J -------------------------' --m _J (I) ....J "' -"' _,.., .µ ... < ""' ;~ ;~ -~~ -------------·----------t--t~-0.00 ~~ ~~-+--···----------+-------------+-----------+-------------+-----------+------·- 210 -'------'-------------'--=~-----='--'----_c:;-=-------'-------------'------=-=------'------------'-----=::..._-.....::..=__...,_ __________ ..._ __________ .,__ __________ ,._ _________ __. __________ __._ _____ ..,_210 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. SEE SHEET 91 FOR TRAFFIC CONTROL REQUIREMENTS FOR PIPELINE CONSTRUCTION THROUGH FARADAY AVE. AND VAN ALLEN WY . INTERSECTION. 4. SEE NOTES 36 AND 50 ON SHEET 5 REGARDING UNDERGROUND TRAFFIC CONTROL FACILITIES A\T THE FAR~'iJ AVE/VAN ALLEN WAY INTERSECTION. , g<J">,i 1-1 ------\ \ 6" PVC SEWER LATERAL STA. 44+30.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 44+84.00 -2" AIR VACUUM ASSEMBLY PER CMWD STD. DWG. NO. W7 STA. 45+25.37 -45' BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. Wl 5 NO. @ ® 36" RCP SD II 10" PVC FM RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 1188' 665.45' 32'05'39" 341.71' 1212· 44.13' 02·05•11 • 22.07' 1188' 616.95' 29'45'17" 315.60' \ I II II .... .., S24' 10'56"E 33.42' 12" VCP SEWER 8" ACP WATER SERVICE I PARSONS OFFICES IN PRINCIPAL CITIES NO. @ 110 WEST "A" STREET -SUITE 1D50 SAN DIEGO, CA 92101 -619.687.0400 33" RCP SD -FU---- TEL STA. 45+55.00 -2• 240. 5 BLOWOFF ASSEMBLY PER -;. CMWD STD. DWG. NO. W6 STA. 45+58. 79 -45' BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. Wl 5 RECYCLED WATER SERVICE TABLE STATION SIZE STD. DWG . ACCT. NO. 44+65 2" CMWD NO. W4 8300032 3" GAS 18" ACP WATER < 4 • FIBER OPTIC CONDUIT 12~ RW 550 ZONE PIPELINE "G" STA. 48 FIBER 0 FRI, JUN 27, 2003 05:37 P P0083821 SHEIT20 L:\PROJECTS\741778\SHEIT20.DWG x-REFS, COC-BDR.DWG, XUTILS.OWG, X-FARAOAY-ALIGN.DWG, X-FARADAY-PRO.DWG, TOP06-2.0WG, X-VANALLEN-Al.JGN.DWG, )(-PROP _LINES.owe 0 20 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' I I I I VAN ALLEN WAY RW PIPELINE "J" SEE SHEET 28 STA. 49+43.38 -2" IAANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 3" GAS 18" RCP S 8" VCP SEWER IE PLAN 40 80 160 GRAPHIC SCALE \ A GAS 65 12" VCP SEWER 1D" PVC FM F RADA ti VE.- FM 1 O" ACP WATER 2 4" FIBER OPTIC 66 CONDUIT 12" RW PIPELINE 3" GAS --......_-/-.CABLE ---- -------CABLE <: S42'47'27"E 163.91' 550 ZONE 2 "G" 66 .... "AS BUILT" P.E. ___ _ EXP. ___ _ DATE IO -e4• 0"f INSPECTOR DATE fSHml CITY OF CARLSBAD fsHmsl 1------+---+------------------<1----+--+-----+---t ~ ~ __ EN_G_IN_E_E_RI_NG_D_E_PA_R_TM_E_N_T __ ~ L!.!±J DATE INITlAI.. DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARADAY AVENUE -PLAN AND PROFILE STA. 44+00 TO STA. 54+00 APPROVED WILLIAM ~UJMMER A?rt/4, ·7 ~ '.l::::i:f";+ttr a~ Ct-.J~-01 DEPUTY CITY ENGINEER PE 28176 EXP. 3 31/06 DATE DWN BY: ORW CHKD BY: NAB RVWD BY: R PROJECT NO. 3887-C DRAWING NO. 405-7 120303 N 0 0 C :E G') -..;&. .,::.. ..;&. 0 .l:a,. CJ1 I ...... • ... 300 .. --- 290 280 ~ ---l--LAV I BOI ~I~ w i::, & -ti ~"' a:: -ti :,; -ti 0 "N a:: -ti -' 0 -ti 0 ID a:: ~ ~~ = ~ "' w "' ... ;i.c ON w,-.. w VI~ q "' w .,;-;i:: 1--• '< iri "" w ,-;-tn-o u •= ;:,:~ ~ a. -~.., w a. a. ., w ~ • u•"° I~ 0 v CD 0 ;!j ~.~ I (.)1~ ! .., Vl -'•" N V, ~-.:! N I ,:-a. <D c., _, :;--' a. -' . :,; -' -' -ti -' .., -' a. µ Z-' -' u ~ • +I • w w ... w -u.""' liil :::: w u .... Q;;.2; -,;,-a:: > I Ct:~ ·-.;?: ~ N ~~ > ~ 1--N ,;,-I 12: ..---~ "' :,: z • ~ • ~ 1--, _.,. • "' + ' a. -"' -ij" 0 CX) + "' ~ :,: I I -H I I "' . ' ;;, a, w ' u"' "' . V, ;,:~ -H .,; Q ~ ci > • ~ J;; u ~ 0 + CD a, ___,,, CX) LJ "1 ,=. V, ID N + -Ul +z z . "' ::;' ~ ;~ ID CDI (c?---"jc ,=-Q >- J: .... "' ~z ~ "' + u z "' < u") + . 270 .., ' "' ~R ~ c., < V, Ir C., u 1--"' .... /5 t;:; ~-"'-15----,!f V, "' -w I 1--1--:,: V) V, + V, -.., ' 1--a. ;i:: "' V, --1--0 0 O;,: V, >---I-± -,-~u LO a:: u") w , , 260 //// / ~ < / ' "' // 7(7 In -~ a. LI.I -. / V .... ~ ---. I- * 250 j D ... _,., •l'l ~ ff.>'./," ~ ~ -V• S"'~-L..---. o---:::---l'---_' ,_ 240 -/ .::s .; 0 ' 0 N S=-0.1748 _/ ~S=0.0242 0 "' ~ -' .... w "' -~ ~ ----------- ~ ---"" 230 > 54+00 55+00 56+00 57+00 16" ACP WATER I I CONSTRUCT 1200 --------+-- -' -ti "" ... w,~ !:"" ,!/2 a:: _, ;:. ... ,;,- ~ " < - -• ID ' N ,,., + .., 1--V) ·-' ---·----.... ·-I- -I--r ;:, au. - 0 0 0 "' ,-j "' .:!: "' -------~ ~ ~ ci -' . .., ~ ; ~ 58+00 59+00 -~--- L.F. OF 1 . PVC C-900, CL-200 PIPE g '00 CX) _£ ~ - - j Vl -I-------·-·----·------------- EXISTING GRADE, \ \ ... _l'\ ..... ~,c_ - --------------- --------------------~ --->-------- - ->---- 60+00 PROFILE HORIZ. SCALE: 1 ";4Q' VERT . SCALE: 1 "=8' ---- 61+00 w -' - --!le· u I +I a, e "' + -"' -1--V, RECYCLED WATER SERVICE TABLE STA. 54+50 -FIBER OPTIC PULLBOX STA. 55+40.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. W7 PARSONS OFFICES I/II PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 05,49 P POOB3821 SHEET21 L\PROJECTS\74177B\SHEET21.DWG II II II 11 II II II II STA. 56+05.00 -2" BLOWOF"F ASSEMBLY PER CMWD STD. DWG. W6 STA. 56+00.00 -12" GV INSTALLATION PER CMWD STD. DWG. W16, PO X PO NO. STATION "15 54+74 16 56+28 1 7 59+50 STA. 57+10.83 (BC) -90" BEND WITH THRUST BLOCK PER CMWD STD. DWG. Wl 5 ~ 12" IRRIG SLEEVE ' Cr-N42'20'24"E c; 24.00' c 5 .,_ STA. 56+86.83 (EC) -'gcr 0 BEND WITH THRUST BLOCK PER CMWD STD. OWG. W15 SIZE STD. DWG. 2· CMWO NO. W4 1. CMWD NO. W3 2· CMWO NO. W4 12" RW PIPELINE 12" VCP SEWER X-REFS, COC-BDR.DWG, XlJTILS.DWG, X-FARADAY-AUGN.DWG, X-FARADAY-PRO.OWG, TOP06-2.DWG, X-RUTH-AUGN.DWG, X-PROP _UNES.DWG ACCT. NO. 8305600 8305521 8305520 0 20 12" VCP SEWER 12" ACP WATER-::::\\-~U, 3 STA. 61 +20 -FIBER 66 OPTIC PULLBOX • GAS , 57 --i-ls-, --S----"'-S- FA ,DAY AVE. -· --B °?Pi_L_ -W..---=--~ L--=---c: 8" ACP WATER SERVICE 3" GAS 18" ACP WATER NO. Q} @ 40 1 o· VCP SEWER (ABANDONED) RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH 1212' 137.68' 1188' 1018.55' PLAN SCALE: 1 ";40' 80 GRAPHIC SCALE DELTA TANGENT 06'30'30" 68.91' 49"07'24" 542.95' 160 " ~ • I -ti "' -<D -<D ~ a:: -ti -' w ... w ;i:: ;;, I Q. -ti u -! r--- "' ~ '? • --"' ~ +I "' ~ ,.., + -~ V, " "' I - RE TRAIN ALL JOINTS ~A~ a:: -ti " -ti w "' Vl w~ u,, ... a. -u•"' a. u-' • -' ';,-N;> ~ ' -.... ,rj u "' + "' ·~ "' + <D 1-- V) 1--V) -- 0 z 1--U• z• z ~ z 0 u 0 -' 0 I a. 0 a:. + "' .... N "' "' 0 ~ ~ N e + (Q" e,----. ,;j <D w :,: "" ~ "" ::, > Vl a:: 62+00 1----- -----sl ,.., "' -ti U) -,.., ~ ~ " -t~ "' "' .;_ ➔ N -- -~ Vl -' . ,,... <D w '°> ·~ ... t-;; ~ - N "' ,, .; > -------------- + "' 1--Vl ---. "~"o --· >--. - 63+00 w ~ --I -u,--LI.I ,., ' ._. 0 "t -s~o.u ,s-4 co q ~ <D In N _j LI.I -~ .... -; * --. . - I-:; :::E -----·- .. ----- - - --+ -_________ ,,_ >---------- 64+00 65+00 66+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 4. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. SEE SHEET 92 FOR TRAFFIC CONTROL REQUIREMENTS FOR PIPELINE CONSTRUCTION THROUGH F~DAY AVE. AND COLLEGE BLVO. INTERSECTION . RUTHERFORD CT./RD. RW PIPELINE "K" SEE SHEET 30 4. SEE NOTES 36 AND 50 ON SHEET 5, RE~OING UNDERGROUND TRAFFIC CONTROL FACILITIE:y19';::1~ FARADAY AVE./COLLEGE BLVO. INTERSECjlpN'.°" STA. 62+25.62 -2" BLOWOFF ASSEMBLY \ PER CMWD STD. DWG. W6 -24" ~c~~ ----~ ~ ~----,;_; - TA. 62+2 . CONNECTION TO RUTHERFORD ITT). PIPELINE "K" -12·x 8"x 12·x ' " CONNECTION -STA. 13+38.03 2 4" FIBER OPTIC 66 CONDUIT ,,,,,.-- ? / .,. '""' ~ ~ ~ ,,?cc=,,.-::_ y /fl C ' z6g2 \ \ \ "AS BUILT" 300 290 280 270 260 250 240 230 N 1994139.93 E 6245088.56 P.E. ___ _ EXP. ___ _ DATE 5 "" -' STA. 62+ 15.62 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. OWG. W6 REVIEWED BY: [siw7 CITY OF CARLSBAD I SHEETS I l----+--+---------------1------+----I---+--~ L1!__j ENGINEERING DEPARTMENT 114 ~=-===========::::::::::::======~==:::; DATE INITIAL DATE INITL'J. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CllY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARADAY AVENUE -PLAN AND PROFILE STA. 54+00 TO STA 66+00 DWN BY: DRW PROJECT NO. CHKD BY: NAB 3887-C R\/WD BY: R DRAWING NO. 405-7 120303 0 N :E -C') 0 .... .i=. -~ 0 .I=,. c.n I ..... -~ 320 ---.-----~----------,-------------r-------------,------------r----------~----------~---------~---------------------------------------------------------320 -" CONSTRUCT 1200 L.F. OF 1 " PVC C-900, CL-200 PIPE --- ---'---------------- ---------~ ,. - 310 -t-----+,sr,.,----------l---o"'~-tt:.:;--------+-----------1---------;wr.m-ttc;-o;=;i;s--+------'-r<'--r..1__---,.;l,a;-------,.;r:,:;-----+------..,.------""""""=-"=--i--------;,----+-----------l-----------~"',.-l------------+-----------I--------I-310 ---1---~d-------1----------·-------.I-----~~ ~~ -t-1,-;------t---"'t---;,:./,ri-!irlri----+------'=+------t------------·-··t---~~+------------------+-------------"I • 0-tt <AvJ BO I ~ ~ "' -ti lf' "' -ti "' -ti .J w w w 290 280 270 1/l -"' "' -0 -- ~I~ ~~ ~~ ---1--.CCa.Cl-"''---------1--------------_,_-~~($ +-----ii,1"'----f---"'!--_:-'.1-"'--:c+""---+-------~----f-----------------"- u _I a:: _J c.o -:l a.••; u ,0 N .J a.,;::: w•-3::'P ! ~-u ·-v,,r--I - -;l -,-! a. .J a. -ti r--I U1,--:-! • -2: • ,2: -----f-,-1<=-----------l---!=----I <C c:: :i; • u -,2: -ti • -' --.I--- -ti ----++-----+------------l----------~"'-1--------------------'2: > .., ·-.... Z . -f--- _ ___,_ ~ .., .., t+~-----------tl---~l+----------l------------+-----~a.151-~a+--+------l--+--...,;.j--------;!!l----+-----=.:i-----4----+i----i-------...!::+-----+-----------l-----------~mH-l------------+-----------~l')...,.. ____ -I-300 +I <> LO ,.,. ,n .., N I .... > 0 N ~ .., w -f-clf-----------+--~1----------+------.. · · ---· ____ _,_ ____ --,-+ ,--f-----t------+--t---+-----4:1------t---"+---"~--;m---+-------trn--r--~ "' ~ w -ti m r---ti + ~ ,,.; N + -I.LI (C ::i::: <D -ti) Iii w .., ' i5 <D <i. - (/) ...; I.LI N -.J -, w ::i::: • ( ' :i; ~ / ----------,t----','t----------+--------________ ...____ T -t-- --+----------i,,t-f------------+------------tl-fi::i-----j r---+ EXISTING GRADE ::I: ~ ,n ..,. .... . ' ± -1-- - -- N c.o \ v, ,-. 1/l < ~ \ 1/l in <O \ -~ Iii s-0.01, - . . c; f!, w V, V, ~ -z --z 0 0 -1§ 1§ -"' "' !!; !!; ----1----• • 0 0 u -1- -t---- 0 Cl f--_.!!) 1/l a. a. f-i;;i u "' • ~ ;:. ,- .J f!, ~ "' w 3: -""" ·-----+--~ • 00 ,- -w I.LI v, --o- 0 .... + ... CX) :g ,..._ ,. - 290 280 270 "' "' 0 0 I I I I I 260 -+-------++-----------t-----------+------------t-----------+-------------l-----------+---------~----l------------'a'-l------+--+-----l---+------1----1-------------l---l----------l------J....250 ---,--·----------+------------+------------+------------+---"' -+l<o-- "'"' .... ...... 0 ... .... -"' r--,n <O <O <O <O -. -· "!'-----+il-----+<l----+----+<1..,.._----+1f-++--+----------· - "' N ,n <D N 00 r--"' N -:' * "' ,. - --N 00 f----------+-----------+------------------ -- ~ .!-+ + +"' .J ... --f--,r -::, .J +"' .... .J ,-N ·------------+------------+---------iAl--+-----------W--_, -- .w w .... .... r--w .... w w ---------<>-------------+--------------ct' L ·«--« ~ ,-,-,-> ,-> ----------------1------------1------------+---------~-+---------- > :i; Iii ~ V, 1/l v,Z 74+00 75+00 1/l z 77+00 ~ ~ 2so ~------:::-'-=----------::-::-'-:"=---------::::-'-::::----------,:-=-'"-::-::----------=-"-:-:,--------------<----------:-:-'-:---------==-=--=-'-,-----------='------""--""-----'---"'L=----='----'-----------'----'='---------'-----J.... 66+00 67+00 66+00 69+00 70+00 71 +00 72+00 73+00 76+00 78+00 67 f 266 7 II ..... \\ II \ STA. 66+10 -FIBER OPTIC PULLBOX ',...,\__, 1 o• VCP SEWER '- .L - - I I -----~ .B)+OO _ • _ ---- 16" ACP WATER STA. 70+ 75.00 -12" QI INSTALLATION PER CMWO STD. DWG NO. W16, PO X PO N RECYCLED WATER SERVICE TABLE I NO. STATION 18 69+58 19 69+81 20 72+37 21 72+63 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 921D1 -619.687.0400 FRI, JUN 27, 2003 05,50 P P0083821 SHEET22 L:\PROJECTS\741778\SHEET22.DWG SIZE STD. DWG. ACCT. NO. 2· CMWD NO. W4 B304000 2· CMWD NO. W4 8304066 I 2· CMWD NO. W4 8304082 I 2" CMWD NO. W4 6303910 I I I X-REFS, COC-BDR.DWG, XUTILS.DWG, X-FARAOAY-ALIGN.DWG, X-FARADAY-PRO.DWG, TOP06-2.DWG, X-PROP _LINES.DWG PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' STA. 70+ 70.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 3• GAS - STA. 70+80.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 4" FIBER OPTIC 2 CONDUIT 66 8" ACP SEWER ~ ICE . "--·~ 2" GAS LATERAL RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT @ 1188' 1016.55' 49'07'24" 542.95' @ 712' 344.93' 27°45'24" 175.92' ~ 688' 473.22' 39'24'32" 246.40 -lN 1,993.B0[ PLAN SCALE: 1 "=40' 0 20 40 8D 160 GRAPHIC SCALE 12" RW PIPELINE "G" 42" RCP SD STA. 74+80 -FIBER OPTIC PULLBOX , 291 4" IRRIG SLEEVES I I I I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION tlQIES; 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES ANO CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. DATE •;,.:RE~- DRA1N' 2" GAS LATERAL INITIAL DATE -'::-1 ---C x 29J.7'1'--A.A 8" ACP WATER SERVICE "AS BUILT" P.E. EXP. DATE REVIEW6D BY: ~ tt.rJ_..:.,..,. to -14-oct INSPECTOR DATE ~ CITY OF C.ARIBBAD ~ 2 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARADAY AVENUE -PLAN AND PROFILE STA. 66+00 TO STA. 78+00 APPROVE~ILLIAM ~MER -. --•--"' 7-/,S'-e:>3, DEPUTY Cl ENGINtER PE 261 76 EXP. 3/31706 DATE DWN BY: DRW PROJECT NO. DRAWING NO. INITIAL CHKD BY: NAB OTHER APPROVAL CITY APPROVAL RVWD BY: ORD I 3887-C I 405-7 120303 1 340 330 320 310 300 290 280 270 -- - - (AV~ 80 I t;:, v -H "' .,;--f CIO • <>L -H • -' ' :::: ... :2: f--+ <( N CIC " .. ~ < -Lu 1/) I < :::c: " 7 --_, jjj a5I _, j:!_ 0 0 :!: ,..._ 4' (/) w ..., -* I:; :2 s o., J96 m - ,-.. ... ·-'iii 0 -' 0 ,n ~ m f---m ,-.. ;5 U>-~ ---' ~ ---71'. > 78+00 79+00 80+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. w -H -r ... ,:; "' m w _ij_ "' --~ < :2: - n <( in I N cl ,-.. + CIC >-1/) <;:. _n nnnc I - - 0 0 ,n ,-.. e 0 ... CIO a:, < N I,; -' w -----i': > > z RECYCLED WATER SERVICE TABLE RECYCLED WAT ER NO. STATION 2~ 78+52 23" -,, 80+59 24' 80+82 25 87+15 - SIZE 2· 2" 2· 2· STD. DWG. ACCT. NO. NO. CMWD NO. W4 8304410 ,25 CMWD NO. W4 8303905 25 CMWO NQ_ W4 8303900 25 CMWD NO. W4 8303800 STA. 79+50.00 -12" (N INSTALLATION PER CMWD STD. DWG. NO. W16, PO X PO STA. 79+45.00 -2" AIR )ljll.J..11,/_ VALVE ASSEMBLY PER C STD-owe_ NO. W7 w- " --------lr----?~J' ELEC LATERAL STA. 79+55.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.04D0 STAT ION SIZE 80 •57 I " 79 + 22 2" 85• 00 2 " -J_ CONSTRUC 1100 L.F. OF 12· PVC C-900, C -200 PIPE -·------------------->--- -----------·--------------- ;;:JI 0 cl :! -N O> _. ~ ~ :-, ~ 7. I < ~ -H -~ ,.,, ----·------------------ ➔ ,.,, ,-.. > ... CIC ~ ti ;!, . -------- - --- - 1 EXISTING GRADE I I - - ----s-0.-02-1-B- 0 1/) "-, -• ------------,-------------------------------- I ------------·-------·------·---·-----·-----·--·-----~ -·------------------------------ 81+00 82+00 SERVIC'E ' . TABLE STD JJWG._ ACCT. NO. CMWD NO. 3 31843399 CMWD N0 .4 NEW CMW D NO. 4 NEW STA. 81 + 70.00 -FIBER OPTIC PULLBOX 12• RW 550 ZONE P1-.:NIC TAB_>, 8" ACP WATER SERVICE 83+00 t I 1- ~ Jo? ---<? 10" VCP SEWER 0 20 40 84+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' 2 4" FIBER OPTIC 66 CONDUIT ... 0 c,." ,.; ,n m + N al~ >-> 1/) z NO. @ @ -,, Jo.' 18" ACP WATER "'_;, PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 160 FRI, JUN 27, 2003 05:52 P P0083821 SHEET23 L;\PROJECTS\ 741778\SHEET23.DWG X-REFS, COC-BOR.DWG, XUTILS.DWG, X-FARADAY-ALIGN.DWG, J;-1'NlAIJAY-PRO.OWG, TOP06-2.DWG, X-PRIEST-ALIGN.DWG, X-PROP _LINES-DWG 340 ------ - ------- RESTRAIN ALL J JINTS ~ -~ ---4tA~ 80 I -m "' if i:, -,-H ~ -H 0 ;;i 1/) u ~...t: "' ... 0 ~ w --,., --'< ,:; ---w ~ :;: w <i. 3' S2 ~ • . 1/) - 330 ---"-1/) "-CIC it u -' ~ -' CIC d I -H -H w_ ----- ~ < > -H -: ,n • :2: ·-~ z "' "' "' --------- ~I + 0 + '<t-,n I I I ... CIO --H ~ > 00 --. ... ' -CIO -In 10 ~ ,-.. 5' ;!, i.n -N 320 ----;;., t: 1/) . :::c: < _, < In Vi ------------------ jjj _, 310 0 ------------ / 0 ± - J· tl:003, CX) --.a.6 -~ -------I "' . -s 0.0078 --N (/) ' 0 300 --- _j w -~ ~ :::::::: -__J ~ :::c: --~ -' / I:; 0 ::I!: 290 -------- 0 z "' 1/) ~ ---->- S1->-u u ------=1 z "-• ~e ----,... 0 N u' CIO 0 0 I I z . "' :::; -H 71] ...,--H---,-.. ... ,-.. ,n If'? Q:: ,-.. 0 CIO --' -ii!-~ °' -m -O> < N +"' + >-+ N ---·· ----··---I,; -' --a:, -' >-CIC -' CIC iii .w w "' w 280 -·-------> ~ ~ ->->-"' :;; > z 1/) 1/) IL 85+00 86+00 87+00 88+00 89+00 270 3 STA. B8+60.00 -FIBER 66 OPTIC PULLBOX STA. 88+24.55 -2• BLOWOFF • PVC I ASSEMBLY PER CMWD 24• STD. DWG. NO. W6 RECYCLED WATER PIPELINE CURVE TABLE 27" RCP SD RADIUS LENGTH 688' 688' 473.22' 253.11' 6" VCP SEWER LATERAL DELTA TANGENT 39'24'32" 246.40' 21°04'42" 128.00' 2" GAS IATEIWill 25 A / STA. 88+ 14.55 -2" MANUAL Al R RELEASE PER CMWD STD. DWG_ NQ_ W6 8° ACP WATER SERVICE / _ _.., -- .-o"'-" / ~---1 ~ ,,..,--..,•----,rz :_:1£-J.~z¢_;~.,,----, ,., }- -~ ?=~ ---0 \-----.ll ( u, ELEC IA TERAL ....----.· i -~ ?&~~ ~ ro---~ \ PRIESTLY DR. RW PIPELINE •a• (' SEE SHEET 38 12" ACP WATER -:i. \_,;:; 1 /6a \ . \ \ \, . IP' ' ._1ar RCP SD 3" GAS 8 )( "AS BUILT" P.E. ___ _ EXP. ___ _ DATE REVIEWED BY: WJO,....,._ lt),l"l-o'/ INSPECTOR DATE RECYf,;:~D si~~E.~ sERv1cEs ~ CITY OF CARLSBAD [SHEErsl 1-----11-.,,_-+----~~=~-------+----11---+--t----+----t~~--EN_G_IN_E_ER_I_NG_D_EP_A_R_TM_E_N_T __ ~l____!_!_±J DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FAfWJAY AVENUE -PLAN AND PROFILE STA. 78+00 TO STA. 89+00 OWN BY: DRW CHKD BY: NAB RVWD BY: DRD PROJECT NO. 3887-C DRAWING NO. 405-7 120303 C :E G') .,::. 0 (J1 I ...... 360 ~-----~---------~----------~----------~----------~----------~----------~----------~----------~----------~l-~--------~---------~------- CONSIRUCT 82.9.2 LL nr ,. - - - 320 - - 310 - ::J.. :r , ' - RESTRAIN ALL JOINTS / S 0.0031 --- - --. s~o.i2BB CONSTRUCT 923.08 L.F. OF 12" PVC C-9( ), CL-200 PIPE I - s--o.o ~. I -t i <;, 0.0077 RESTRAIN ALL JC NTS -- I , - • ---------- --z o, ;:: Vl u• -w ~~ PVC C-900, CL-200 PIP S-0111 - CONSTRUCT 194 LF. OF 8" PVC C-900, CL-150 PIPE - -- . ::, =-\. .u t5,\ ------t-----.d 0 a i; ~ l--'-'..__-----1-340 w L&J :r C/1 L&J ½! 0 c;> • ~ 0 ~ 3-:r g j ---1 330 - 320 310 ~ g -g~ r ------sl~ ~ 8 3QQ -1-------h,-N,------------1--!------------1------------,0;,1-------------l---------_:;.,,:i----1------------l-------------l------------l-------------l--l--a.,-.,.,,;;+---------l----'..,.'R--- 0 0 CO -1-N ..- ----+------"~5!1------1--------1-300 + 1-- _j w-- - ~ ~ ~~· -----------------------+--·ao>izo-..,+t~ ~g-----e1,c,, o--m a:i m lO + ------+----+sii--m '1t.__ -o,,l'e--< o -;--i Ne(<-<..-<..., I-,.., ~ ,.., ! + u .,_ ,., I-I") ..... f"") fA ...J --(Jl ...J ------~ ...J ...J tA _J -tf'lr-_,~-----+-- w W LI.I _:W La.J ,W - -a::>_-~-' ---,._>rt_~ r +------- -----· ~ a a; ~ o..>~ ~ I ,,:>~ ~ 290 ~-----~----------~-----------~----------~------------'-----------==--'------------~----------~------------'-------------'----=-Vl:..>-'--'>='-------'-----==-------'--------"-'=-----'-------'--290 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 NOTES : 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. SEE SHEETS 93 AND 94 FOR TRAIFFIC CONTROL Ri'.OUIREMENTS FOR PIPELINE CONSTRUCTION THROUGH FNWJAY AVE. AND fil. CAMINO REAL INTERSECTION. , 4. SEE NOTES 36 AND 50 ON SHEET 5 REGARDlt:/G UN_pERGROUND TRAFFIC CONTROL FACILITIES AT THE FARADAY AVE./EL CAMINO REI\!'. INTERSECTION . I \ 4" FIBER OPTIC 6" VCP SEWER LATERAL • I RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS @ 612' @ 5B8' @ 317' PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 LENGTH DELTA TANGENT 288.17' 2Ei58'42" 146.81' 263.37' 25·39'47" 133.93' 171.37' 30'58'24" 87.83' STA. 92+05.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWO STD. DWG. NO. W7 24" RCP SO. ..J.. ELEC <' I --s1- I I I 2• GAS t, I r- I GA., LAITRAL ' t - ' 18" ACP WATER 1 o• VCP SEWER 6" VCP SEWER LATERAL ELEC LATERAL 12" RW 550 ZONE PIPELINE "G" r 18" RCP SL, 6" VCP SEWER LATERAL STA. 93+86.00 2• BLOWOFF ASSEMBLY CMWD STD. DWG. NO. W6 RECYCLED WATER SERVICE TABLE I I NO. ,,_26 "27 28 29 30 31 ~IA 318 31( STATION SIZE 89+73 2" B9+74 2· 95+58 2· 95+88 2· 99+15 2" 99+43 1. 95•47 I " 95+49 2" 92+99 2" STD. DWG . ACCT. NO. CMWO NO. W4 8303100 CMWD NO. W4 8302200 CMWD NO. W4 8302700 I CMWD NO. W4 8302800 CMWD NO. W4 I CMWD NO. W3 8517390 I CMWD NO.W3 NEW I , CMWD NO.W4 NEW CMWD NO.W~ NEW 0 20 40 WED. AUG 06, 2003 04: 19 P P008.J821 SHEET24 L;\PROJEC1S\741776\SHEET24.DWG X-REFS, COC-BDR.OWG, XUTILS.OWG, X-FARAOAY-ALIGN.OWG, X-FA!WlAY-PRO.OWG, TOP06-2.0WG, TOP06-1.0WG, TOP04.0WG, X-ELCAM-ALJGN.DWG, X-PROP_LINES.OWG PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' I 2 66 I I I PLAN SCALE: 1°=40' 80 GRAPHIC SCALE I I I I I 31A & 6" VCP'S()'IER LAT£R.¥. 8" ACP WATER SERVICE 29 STA. 95+53.00 -FIBER OPTIC PULLBOX STA. 98+26.08 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 STA. 9B+ 16.08 -2• AIR VACUUM VALVE ASSEMBLY PER CMWO STD. DWG. NO. W7 STA. 97+50.08 -45• BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W5 STA. 97+43.01 -45• BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W5 STA. 98+21 .08 -16"X 12"X 8" CONNECTION TO EL CAMINO REAL PIPELINE •s• -STA. 10+03.00 N 1994862.93 E 6248401.63 8" RW 550 ZONE PIPELINE "G" 8" ACP WATER SERVICE r '!\-'fl 1-----::;;::: fil..):J~ - 12" ACP WATER 4S 0 BENO STA. 100+60.00 2• BLOWOFF ASSEMBLY CMWD STD. DWG. NO. W6 ~;,)... IO N 8 :c (/) t::f ;f (/). "AS BUil T" P.E. ___ _ EXP. ___ _ DATE I(> -1,(, -Q1 DATE FUTURE CARLSBAD CIVIC CENTER RECY~,~~D :u~~i~ SERVICE fSHml CITY OF CARIBBAD I SHEETS I 1------1-----+-----~~~~------+~1-----+---+----+----1 L.±±_j ENGINEERING DEPARTMENT 114 :==~========='-'.:::=~ 160 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL • DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARADAY AVENUE -PLAN AND PROFILE STA. 89+00 TO STA. 101 +00 APPROVED WILLIAM ~-MMER ~,,.u,cZt,_2~~~~~~~•~1...._,Lr'..~.~=~~,.,.."""_...__, __ ~ IO-Za-oJ DEPUTY CITY ENGINE R PE 28176 EXP. 3 31 06 DATE OWN BY: DRW PROJECT NO. DRAWING NO. CHKO BY: NAB 3887-C RVWD BY: ORD 405-7 120303 360 350 340 330 320 310 300 290 ~ t-- t-- f- t-- >- \ I - 0 ~ (/) Q. u • • -----~ 1 "' N l:;j "' ~-o · + + _1.,,J ~ -I 0 0 .{fl --<( <( ' . ' r; I- !:-'l 0 . • ..... ·o-..... /-' / ~ I ' . ' z I ~ ~ IXl "' -- -' w ~ 101+00 ' ~ 1-1/4" ' GAS /4 i:j;v - ';?,'.1/,. ,, / / • '"7" _~v I/ / - - - s ,o,u, - - -- - - 102+00 2-4" SEWER FM 3" GAS 3 STA. 102+25 -FIBER 66 OPTIC PULLBOX l' 9. ~ ~ I +< IXl IXl "' N 0 - <( F-(/) - - 12" ACP WATER 18" RCP SD ;::_ "' w ;,: w (/) • .,. N ' IXl r,. ,-.. + B -;!, - - f- ' +< ;;; +< 0 ~ ,,; ~ -;,: i,i "'-t--Q. _, u -' ~ •. ~ - ~ - N "' r -§ ~ <( r; ~ - ft e ~ 0 + e-0 O> -i,ci.. ;!, "' --<I) -' w a'. > > z 103+00 RECYCLED WATER SERVICE TABLE NO. STATION SIZE 32 107+59 1. 33 111 +85 1. PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 STD. DWG. ACCT. NO. CMWD NO. W3 8517410 CMWD NO. W3 8517422 -- ---------- - \ \ \ \ I \ ' ' t ---+ CONSTRUCT 1200 L.F. OF 8 PVC C-900, CL-150 PIPE ' t ' -' --' -t- I ~A~BOI ! "' +< EL w 0 t -.. - - -'< ,0 I ;,: :::: ----r -· ------------- ---- - - - - --. - - --Q. -t-------------. _;;I -' I -----------------w ~ +< ·------------- --------··----------------. f!QI -ti ------------,-.. ,,: -------------- - --------- ;t ,, ::. ----~ - ----- ----·-.. -· ---~ f- EXISTING GRADE-, f- - - - ->--- 5=Q.QQ50 - ------- -------------------------------~ ---- -,-------- --- - t- -t- r 1 --- 104+00 105+00 106+00 4" FIBER OPTIC 2 CONDUIT 66 8" RW 550 ZONE 2 PIPELINE "G" 66 I I -\ ,,.,.--,.., ' 'lQ' \,,, \ \ \ - -------- 0 ------ - - - - 1 - -------------- 107+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1"=8' -- f--- ~ - 0 ~ - -- e 0 0 + 0 ... --~ ;!, ,..., . -' w -i: > > z 108+00 RECYCLED WATER PIPELINE CURVE TABLE NO. @ @ ® 20 40 RADIUS 317' 317' 583' PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE LENGTH DELTA TANGENT 171.37' 30-58'24" 87.83' 221.1 o· 41'02'49" 118.67' 415.30' 40'48'52" 216.90' 160 WED, AUG 06, 2003 09,28 A P0049601 SHEET25 L \PROJECTS\ 7 41778\SHEET25.0WG X-REFS, COC-BOR.DWG, XUTILS.DWG. TOP06-1.0WG, X-FARADAY-AlJGN.DWG. X-FARAOAY-PRO.DWG, X-PROP _UNES.DWG ' I +-- V) +< "' +< ,-.. w .,. -iii Q. -w u :::: (/) -,_ "' + Q. • ~ u -' + "' >, ~ --e ~ "' I "'l +< IXl + ... N + 0 . -O> ;!, - I-(/) s-0.0189 - --~ o<,"J9 {\ , V - - f------ ~ ~ - g -f---0 0 "' + + t---0 N-0 O> -IXl --N N ;!, "' ;!, "' -' . -' ,W w -~ >-n: ~ -, > > 109+00 110+00 --' J6-~ 11ll'tc ~ ,~ u --~c..i"- 'r',\('JS 1 ~ l\ ' I I I I I ' 12 18" RCP SC. I 30" RCP SD I DATE INfTIAL P,GINEER OF WORK REVISION DESCRIPTION 360 - - . 350 -·----·----- --· ---------------------- - - ~ 340 l:;j - - -..... ;; - • • w ·-330 0 s-o.oM3 0 + ... _J -.., .... ..... N "' ..... ..J _, tn > z 320 ---..... z ::J I ---------~ "5 310 ------- - ------- -- --- -------- 300 1 - I . 111+00 112+00 113+00 290 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3" GAS "AS BUILT" P.E. EXP. DATE rs:n:;Y: INSPECTOR I ~ ll> · l'f-(/ Cf DATE ~ CITY OF CARLSBAD ~ 5 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARADAY AVENUE -PLAN AND PROFILE STA. 101 +00 TO STA. 113+00 APPR9~~ WILLIAM E. P.LUM,MER /h--, _. _.,.J ~ J ,_✓• _, I" r 4 DEPUTY CITY ENGINEE1< PE 28176 EXP. 3/31/06 DATE DWN BY: DRW I PROJECT NO. I DRAWING NO. DATE INIT~ DATE INrTlAL CHKD BY: NAE! OTHER APPROVAL CITY APPROVAL RVWD BY: QRQ 3887-C 405 -7 ' . l 120303 370 ~-------r----------~----------,-----------,--------,-----~cl,uEl---------3!!9-,------------rr-------------r-----------,--I------------,---------~-----------,----------,------,------,-38Q - - - . 1-----tw:--; - w 330 r.:: ;oNSTRUCT 362.10 L.F. OF 8" PVC C 900. c• -, ' ' - -f- ~~ /, A ""' ~ I S 7.()093 s~-0.02 #_ _,_u ·"'?f~ STA. 115+18 45° BE D _ fi1 ' ,,, , ~ STA. 116 ~ 00 45° BEND - ...... , "Fif' I ,-. , ,-·-5 0.02168 - ----+--t--t------t -t---t--------t a" ST .__cML 8 CM ' 1r GAGE u.:. ~1~-----~ -z - ~ - l t-- CONSTRUCT 564 L.F. OF 4" PVC ( -900, CL-150 PIPE - ' t--t---- -A 340 t-- j t- <;-Q.0193 A 330 -----+---------- n --- ---------+- 0 g1----g u 1 -----o -o o r--~ ~ ~ 310 +-----+------------+----~;;:,~·1-~----+----~~~·1------$0~--+-J.i-.___---------11 1 ,.~~-------~H -----------+-----,~dt------+-----,;dt------+-------.:i~:;+-------t------------.,.__-------------t-------,,+-----+------t-320 + + + ,..., w + ....-+ m . u"> ------c!jco .,. "'ltf""') ~ ~~ ~~~~-------· 0~ C0 N ~ aJ - ::: ~ .,... .~ ....-. LO -.J ....-0 0 ..-0) l'f') .,,.• -"!."-'--........ r!)_ rn.. -__ _,..,. < N c( N <o( N + Q:; <'( ,., ~ ,..-, :-5. tr, .cl ,.,-, -+ I-,..., I-,..., I-,., U) a.. I-,----,---- (/) <I> IA --+-------------+------------rn ~ l1') ...::r ~ ·_J .ci .ci..-z w w -w w --+------. I--· ----------- > CL> a..>"cC"ci:: a...> a..> f"---a..> a..> ....;W -: 0 T - ;:~ ::,:z ::,:z Ula ~·-....:z :;,:z :;,:z .....:z 300 _J_ _____ 1_13.J+_o_o __________ 1_14.J+_o::-:o----=~-----,1-,-15=-1+-o=-=o,------=~-----,1-c'1'='6+"'0':-:o="--------------'--:30Er---------,i_,+0-'_c.... _________ -:-:10:-'+'-=oc:o----="------:-:11:-'+'-:ooc:---------"=----::-:12:-'+'-=oc:o-----~=~--:-:13:-'+'-=oc:o----------:-14:"+"::oo::--------- ~r _____ ~t;:;~----~•-----_--_-_-_--_-_·-_-_-~310 15+00 NOTES· 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTEO OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. CAUTION! ,,, " .... EXISTING 30" HP GAS LINE SEE GENERAL NOTE 48, - NO. Q) <D (lJ 0 STA. 14+55.00 -~• AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 717' 229.07' 18°18'19" 115.52' 218'• 169.58' 44'34'08" 89.34' 211 '• 160.12' 43"28'49" 84 .14' • INSTALL MAX 1 O' PIPE LENGTHS PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ON SHEET 5 45° BEND 10" WATER (ABANOONED) , • I I i I I I , I .. I I I I I I , I I .. ,, I I I .. I I /I / yt,Z 'l I/" / ♦I ~H .I ,.... ., I F"?f c·, i1 '!(;',~'",./ 8" VCP SEWER ORION ST. RW PIPELINE "H" SEE RIGHT STA. 116+15.13 -8"X 8"X 4" TEE CONNECTION TO ORION PL. PIPELINE "H" -STA. 9+97.00 N 1994824.24 E 6250073.41 STA. 116+20.13 -2" BLOWOFF ASSEMBLY PER CMWO STD. DWG. NO. W6 END FARADAY AVE. PIPELINE "G" STA. 116+62.10 -END CAP WITH THRUST BLOCK PER CMWO STD. OWG. NO. Wl 5 N 1994815.03 E 6250119.47 STA. 116+59.10 -1" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 PROVIDE THRUST BLOCK FOR GV PER CMWD STD. DWG. NO. Wl 6 • FRI, JUN 27, 2003 06:06 P P0063621 SHEET26 L\PROJECTS\741 n6\SHEET26.DWG X-R£FS, COC-BDR.DWG, XlJTILS.DWG, TOP06-1.DWG, X-FARAllAY-AJJGN.DWG, X-FARADAY-PRO.DWG, X-ORKlN-AIJGN.DWG, X-ORION -PRO.DWG N 0 20 40 PROFILE HORIZ. SCALE: 1 ";40' VERT. SCALE: 1 ";8' / PLAN GRAPHIC SCALE / / • ,-J ' // / .......... ,,,--... 'JI-,, c:, / 18" RCP SD'S-,...J ; .........._ '--.. I ,// '--.. / ..._ '--..' 12" ACP / / --.::..._ W,4,TER , '/" ~ '--.. ...__/ FARAOAY AVE. PIPELINE "G" , / SEE LEFT / / r ,' /" A ,;,, (f ' 4" FIBER OPTIC CONDUIT / '-.., • ,' l ,or- ; ✓ C, / • 18" RCP N 1994824.24 E 6250073.41 -.~;e----H ACP WATER " ACP WATER STA. 13+2 OPTIC PULL END ORION ST. PIPELINE "H" STA. 15+61 .00 -END CAP WITH THRUST BLOCK PER CMWD STD. OWG. NO. Wl 5 N 1995085.17 E 6250454.55 RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD . DWG. ACCT. NO. 2" CMWO NO. W4 8518500 I ' CMWD N0.W3 NEW 4" RW 5 PIPELINE " y I STA. 15+57.00 -!"AIR VACUUM VALVE ASSEMBLY PER CMWO STD. DWG. NO. W7 "AS BUILT" P.E. __ _ EXP. ___ _ DATE INSPECTOR RECY·~iiD B~~+~R SERVICE fsHml CITY OF CARI.SHAD I SH EETS I t---+--d------'-'-=-=~-----f----11----t---t----t---; l_1U ENGINEERING DEPARTMENT 114 ~===-'======:::::::::::::::::::::::::::::::::::=::::==:=='._.':=~ 160 DATE INITIAL DATE INITIAL DATE INIThlL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARADAY AVENUE / ORION ST -PLAN AND PROFILE ' STA. 113+00 TO STA. 116+62.10 AND OWN BY: DRW CHKD BY: NAB RVWD BY: ORD STA. 9+97 TO STA. 15+61 UMMER PROJECT NO. 3887-C DRAWING NO. 405-7 • 120303 N 0) 0 C ~ G') ..... ..Jo.~ 0 0, I ....... (\ 280 ---.-----.------------7r----------,-----------,----------r-----------,----------.--------------.-----r--------.-----------,- 1 ---------~---------~----------r-----~ 280 -~ ---+-------,----------- ------- f----------j----------------lf,,------------1-----------+------CO_N_S_T_Ru_c_T_64_7_LF-I-O-F_4_"_PVC __ c_-_90_0_,_c_LAS_S_2_00_P-11 -E __________ __, ___________ -1-_____ +---------l--------------------'-----____ ._ - ---+------------+------------+------- --~ --- 270 -+-----+------------; iBol -~ [AVJ BO fL-7,J,c,sr-H=V>=w=!,Jcc,r-Cl=-Hc;-----+-----------+-----,-w=-H--------cd-==-;c-----c,-;---;-c-------c-Ha;-W-;--;--H+------------+------------+--__.::::..,.:1.....-4 _____ -+-------------i------------+------------+------------+-------l-270 (/) N ~ ~ r". V) I") U -a, ~ 10 : ~ 1/) Cl -ti +I ;i' +I 260 t----------------. 1---·- ' -mt-----l-=-0..1,;N-< u.J o.."' -+------------~IO --.,;~ t ~~~ u d~~ -l-____ _______ ~~-rowv ________ ---f---·-----------------+---------------1----------_ H--oxi I I ~. _j {5d ~~d --EXISTING GRAOE'+----------J----'"-c-+-l--------1----------------------+------------+------------------ ; • +IO a::: .... t-<':; . -: I----, :;;;. r--N ---.(0 I-I D <L:::.; 'h+~------r.;~-----,1,i ::>..> -------------------+-------------+-----_______ __, cf V>o N 0 -" "' wo ·-' 0.. ,..., + ':; ... u -"' I I • -' -;i, 5-oxl --CIO tu- -H -H 1" ... . -lQ ,_ . 1/) N z V>Z - - z ,., 1 ,., z ~ z s ··z + + rQ , 'l 6 : ,_ -----+----------+-----------+------------1-----------+-------1-260 ' ,..., I ... .,; <D ---H ' ------*-+4 ---"'J---U''l-ii'i>i-'=t----+------------ - ---+ ;:,. ;'! 0 1/) 0 + <i. 0 ' ., ,- ' ,..., - < <i. C 1/) - N ~ N ,..., <D --------------l---------------1------------1---------------1- <i. ,-~ -1/) t;; ,- Fll---+-.1!-+---Hi'.-1-+•1------+------------jl------+ -L. ¾1 -+-"4---1-H +-+----+----------~ ~ l---------;;----::,~2ae: ='-----------+--------+------1--------------------- 1/) - 1/) L. a1 ~ -----nGf>~~ -ffi-!--ll--++=+-+----1-----------+---..,-=-.1-------+-++-+-=-...:::.=---1-+---~---~~i:::::..---i----------+------+------l-----------l------------+-----------I-----------I-----~ 250 i~-1/) ----~=-~-~---~ ·-• ' -I-- --_L---" -- 1---240 +-----+-----------', ---240 I ---,,1..... _L.. c===r==---__]-LUllJ.d~~:i--- - -1- --t--- - 230 230 - -1--- -1-• _j --->- --0 0 u ',;' .., N <X?--"' .,j_ N ,-. 1/)=c, l,J 8 g ~~ --+----------+--.ril--------+----------ril------------ril----------+----_,;..i~-----+-----------11-------------l-----------+----------1------i-220 0 0 ~-T ~ ------t-----------~N>------------;'!;.~'°i,-----------t-----~~jO-. .... "'· 0 0:, L. -+---i""---------l------------_:_--li'°.__ _________ _:_-.j.~ci_ __________ -1-____ 1;z;i,m N -4'.N 4(N ~"f _j--. -----------· ----------ti =:i-I-. ----j,-----~~->---__ _.__ ----------w w w z..- ------_____ _,___ ---------------+---- ----------------------+ - - 0.. > > z 12+00 210 _.._1-_-_-_-_-_-_-_-_-_-_-_.--+_-_-_-_-_-_-_-_-_-_-~_---_-_-_--_-_--_·=-~==~===--------~-~--='.;::-1=~~---_-_-_,.._...,_.,. _______ ~-~----_-_--_-_--_-_-_-_-_.:_.:_.:_.:_.:~...,..,.-=~-------...i...l __________ ~'.;:a:1~-=~'-----------~~"":-=~~---------_J'--------_--'.,,~"",1.istii:_-=_-=_-=_-=_-=_-=_-=_-=_-=_~~==========-=---=-----_--_-_--_-_-_-...JL._-__ -_-_-_-_-_-_-_--____ _jc__ __________ _J_ __________ _...J_:_ ____ -L 210 10+00 11+00 13+00 14+00 15+00 ,0 \ \ I \ \ I PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN OlEGO, CA 92101 -619 .687.0400 FRI, JUN 27, 2003 08:09 P P0083621 SHEET27 L\PROJECTS\7 41776\SHEET27.DWG FARADAY AV~ PIPELINE "G" SEE SHEET 19 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1°=8' \ I I RECYCLED WATER PIPELINE CURVE TABLE \ CABLE GAS 42" RCP SO CABLE 8" VCP SEWER 12" ACP WATER BEGIN NEWTON OR . PIPELINE "I" STA. 10+02.00 -12"X 12"X 4" TEE CONNECTION TO FARADAY AVE. PIPELINE "G"~-.. STA. 38+53.83 N 1995412. 75 E 6243168.54 8" ACP WATER SERVICE 2" GAS LATERAL II NO. 0 RADIUS LENGTH 689' 182.02' 6" VCP SEWER LATERAL 18" RCP SD RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. OWG. ACCT. NO . 1 12+29 1. CMWD NO. W3 8300040 2 13+75 1. CMWD NO. W3 8300038 3 13+97 2" CMWD NO. W4 8300034 4 16+43 2" CMWO NO. W4 8300052 X-REFS, COC-BDR.DWG, XUTILS.DWG, X-NEWTON-ALJGN.DWG, X-NEWTON-PRO.DWG, TOP06-2.DWG, X-FARADAY-AUGN.DWG, X-PROP _UNES.OWG DELTA TANGENT 15'08'10" 91.54' ,0 "' "' ~ PLAN SCALE: 1"=40' 0 20 40 80 GRAPHIC SCALE I I N3T28'43"E 15.86' STA. 15+80.47 -45" BENO WITH THRUST BLOCK PER CMWO STD. OWG. NO. W5 N82'28'43"E .29' ',, N43'44'37"E " 42.23' STA. 16+45.00 -1" AIR VACUUM VAf_VE ASSEMBLY PER CMWD STD. OWG. NO. W7 I I I ·O N 1995818.58 E 6243664.30 ----- STA. 16+47.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 16+06. 77 -45' BENO WITH THRUST BLOCK PER CMWO STD. DWG. NO. W5 ----- ---------- ~ 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIOE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. ______.---; -------------------- "AS BUILT" P.E. __ _ EXP . ___ _ REVl".l°jfD BY: (,)~ INSPECTOR DATE DATE \ ~ CITY OF CARIBBAD [sHmsl l----l--+-----------------11----+--+---+---I :::L±2._j==7==...:::==:=E:::NG::l:::NE:::E::::R::::IN:::G::::D::::E:::PA::::R:::T:::M::EN:::T==~L!.!_!J==4:::::: I 160 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHE APPROVAL I/ DATE INITIAL CllY APPROVAL IMPROVEMENT PLANS FOR INDUSTRIAL PARK PIPELINES NEWTON DRIVE -PLAN AND PROFILE STA. 10+02 TO STA. 16+49 OWN BY: DRW CHKD BY: NAB RVWD BY: ORD PROJECT NO. 3887-C DRAWING NO. 405-7 120303 I ...... 280 ---.-------,-----,------,---------------.-----------,----------"T""""----------,-----------~---------~---------~--------------------~---------~----------------280 I------------------- 1----- t--- . - 250 I-- 240 z "' w / - C NSTRUCT 1054 L.F. OF 4" PVC C-$00, CL-200 PIPE A ---u.uJ05 -- ,__ RESTRAIN ALL JOI TS -- , I- - u , --8- - - - < t-= / -- - - ~ 250 I--0 ----~ ~=j~~~==::~-~-=-s=-=(W=. =10=2~-~~~'~t=-----====t===-=-L -----+------,.__ <i. 240 ~ Cl) ___ __, -1-_, ww !z ~ -..J - -1-P • 1-:; I 230 +-----+---------'---t-----------+-----------+----------+------+-----+----------+------+---+--+-----++--+-A-------+----1----------+-----+----~~-----------!f-------a+--230 /-r+--+-------------------L_,__ -----------------+-':,, L u --+-----+-:::::!:---------+-----0 -------------------~------_J ____ _j____:V>'-L _____ _J_ _ _j"'C>L__j _ Q._ 6 +-----l--u;,:i--------l-___.;;,l\-.-+-----------1----l---------------~ z~ ---------+-+------i--------------------i---------- <---- _____ ... ------------1------·--··-------____ _,_ _____ ------ --1---------- ----t---- z t----i-------------· \. +-------------+-------------~I----------------~ 8 -g L>1Z 8 ~ 220 -t-------t----------1------------t-------------t----------+-------.::;t-------+------------t------,r;j-----+---r+------,+-Tf"4-----------,;,;!-------l----------+------;+-----l-------------l,-----+-220 .J-, <D_ r---lw a) ~ . CO +i _,_ 00 -~ + <D 'a, ~;t__ ---'----------------t------::..,.,~'-----+------------+-----------,.,,~ . .-. ---+--N"'ico----W d") ----u.i 0... r--. u,--= ..,! .-..-_. u") -• N ..-,., • ...-I.(') .... .- I------·-·+--------------+------------ --- '51-___ ----1-----<"I""'-.,_ "·"~.-4-__ __,., N N ...-N N ~,;._ N <, ..:i. + -:5-+19 <( <( N t; ~ -----i:1-nt::::i--tn ...:J -ti -=i-w w -w w .... < w w f-------+---------------1-----------------+-----------1- -------------------________ __, ____________ ,___ -------- ---+---------------+-------- - - - -------1------------------JI---------- ------ -··-··-----·. -I-------------- -------- - -------~ i t I. I---~ ~ ~ > a.. > t-.,,at•l-'ol-LL"---,1-----------C.=i->-r -;;; -z> 210 -'-------'-------------,:::-'=----------:-:-1--:-::------------:-::,L:-::-----------:-::-l-:c::-----~='------_;_---------------,,:-.l--:-:,-------2>:i: ___ ,-L-,-~V>~z=-----~>~·~z,___!!11t::___j_ ________ __;>~-~z,__...L ___________ ...J.. _____ ~~ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 -----'~-----------'-------"-210 \ I ' I I RECYCLEO WATER PIPELINE CURVE TABLE \ 8" ACP WATER BEGIN VAN ALLEN WY. PIPELINE "J" STA. 9+46.00 -END CAP WITH THRUST BLOCK PER CMWD STO. DWG. NO. Wl 5 N 1994207 .54 E 6243744.72 \ I I I I I I I I I I I I I I I I I 4.41',L =::;:. :::=Ir' I SEWER LATERAL NO. RADIUS Q) ·-- 311 ' STA. 9+90.41 -45• BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W5 8" ACP WATER SERVICE J lJ,+00 I -s---,,-'t, .. ~ STA. 9+48.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 ~ 1/ 1/ I I ~ I I I 71·32•oo·E '5-/ I , I I 1 14.14 / / ,'______84" CIPP SD I I I I I I I I I I I ' I PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ',> '-" r STA. 10+04.55 -45• BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W5 LENGTH DELTA TANGENT 201.95' 37"12'17" 104.68 N26"32'00"E 12 ~00 13+ RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO . 9+50 CMWO NO. W3 8300075 2 12+38 2· CMWO NO. W4 8300073 3 17+91 CMWD NO. W4 8300012 2 4" RW 550 ZONE 66 PIPELINE "J" STA. 13+45.00 -1" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. Jill_ W7 - 14+00 10" ACP WATER 0 20 N 40 FRI, JUN 27, 2003 06:10 P P0063621 SHEET2B L\PROJECTS\741776\SHEET2B.OWG X-REFS, COC-BOR.OWG, XUTILS.DWG, TOP06 -2.0WG, X-VANAl.LEN-AUGN.DWG, X-VANALLEN -PRO.DWG, X-FARADAY-AUGN.DWG. X-PROP _UNES.DWG PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' FARADAY AVE RW PIPELINE "G SEE SHEET 20 9 65 STA. 16+ 72.18 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 18" RCP SD 6" PVC SEWER LATERAL -~~---~~ 15+00 " 8" ACP WATER'"~ LATERAL - PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 160 I ' VAUI T \ J' -~ 8" PVC WATER SERVICE ~ SEE NOTE 5 NOTES· 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTEO OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. SEE SHEET 91 FOR TRAFFIC CONTROL REQUIREMEtlTS FOR PIPELINE CONSTRUCTION THROUGH VAN ALLEN WY. AND FARAOAY AVE . INTERS~CTION. 4_ SEE NOTES 36 AND 50 ON SHEET 5 REGAROIN,UNDERGROUND TRAFFIC CONTROL FACILITITES AT THE FARADAY AVE./VAN ALLEN WAY I TERSECTION . 5. APPROX. 17+50 TO 18+50 -REMOVE EXISTIN CONCRETE CURB AND GUTTER AND CONCRETE SIDEWALK AS REQUIRED FOR PIPELINE lj:ONSTRUCTION. REPLACE REMOVED AND DAMAGED EXIST. IMPROVEMENTS PER CITY OF/ CARLSBAD STANDARDS. I 8" PVC WATER SERVICE I 6" VCP SEWER LATERAL '<:----_Ji 8" PVC SEWER 10• PVC WATER C: "AS BUil T" P.E. ___ _ EXP. ___ _ DATE . f>"1 INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I 1-------11-----+-----------------I----+---+----+-~ ~ ENGINEERING DEPARTMENT 114 ~=:..'.:::::::========::::....'::=== OAT£ INITIAL OAT£ INITIAL DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES VAN ALLEN WAY -PLAN AND PROFILE STA. 9+46 TO STA. 20+00 APPROVED WI LLIAM E. l~,W,1,1,MER dd/44," ..-:~-= DEPUTY CITY ENGINEER'PE28176 EXP. 3/31 OWN BY: ORW PROJECT NO. DRAWING NO. CHKD BY: NAB 3887-C 405-7 RVWD BY: ORD c__ ________ n ____ _J 120303 C ~ C) .,::.. 0 (J1 I ...... 290 --.------~-----------------------r---...----------,------------.-------------,--------------,-----------,-------------,---------------,,-------------,------------,-----------.------+--------- CONSTRUCT 227 L.F. IF 4" PVC C-900, CL-200 PIPE -t--- - -------------------+------------+-----------+------------+----------- --------------1----------------------------------------+--! --------------------------t--------· - -- ' ----·------···-· -----------+-------------+------------+----------t -----------------+-----------+------------+-----------------·---t -----~---7Bo 280 +------+------,..,,-;;r-,,-;r.:;,.,<:t-----------±r,,,-L-,-,;/-6.-------+----------t----------+-----------l----------+-----------+----------11-----------+-----------+---------~1------r 280 _J V, W+t W :< U10 -H Zu") - - -H I "' "' ±' .= co < - "' Q -.,: .,_ N I ..,. u ..,. :::, N "' -_; t;:; d "' '5 I ~ , --+-------· ---------------t--------------+--------------i- --+-----·----------------------------+--------------1------------ ----+-------------f---------------+---------------,f-----------------__ , __ - -I-------···· . --- - -----------------t---------------l-------------+--------- ------I-------------+------------+------------------.----- ---------------+------·--·----+-------------------------- -------------- - --- 0 0 ~ N 0, , Ii • !: -, 00 -.,;;,i+-------"'l~K!+--H------------'ll--+2!-t------·--t-----------+-----------t-----------+-----------t-----------+-----------,1-------------t------------,------------+------+-210 ;!. 0 ·"' "' ------·--·--1-------------------------,f---------------+-------------f------------------ ---------f--------·-- t-----i}.J,cd t----- -.-V) ;! co I -V) • ::i;: C "-+ t -t ------------+------------+----------------,r------------- :::c ~ ~ -~ a. N ZN "' .;_ 0, -~-----------+-----------+------------+--------- -+-------------+------------+--------------~----------__ ,......_ ---·-----------+------------+----------------- t + -------- + N ~ t;:; z G:i I j;v;+,-------+-+-o!--J+----------<1,!---+-:::f-'--------f-----------+-----------f-----------11-----------f-----------,-------------+-----------t-,------------j-----------f-----+-260 ~ <( >- 0 -----------+-------------+---------------------1----------------- 0 ----+--------·--·------+---------------1----------------- -""' - ""'-' I "' t-----: -r EXISTING_G_RAO--E---+1---+-+·· ------t __ _ 250 1~-=-=-=-=-=-=-=j _(/)'~1=-=-=-=-:_:_:_:::_:=_:=.=-=-=-=-=-=-=-=-=-=-~11:::.=-=-=-=-~:_:_:=====:::::::==:::tt=="l------=j==----------1:_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_1:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_1t_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_1:_=-===-----====-=-=-=jt-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=jt-=-=-=--=======--=j,:===-=-=-=-=-=-=---------------=----j~----====-=-=-=-=-=-~---=---__----------------------------ll-------------------------------- -------------1-------------+--------------·---------------+------------- --1----------------1-------------+------------t--------------· - -f------------+------------+-----------+---- -------r-------------+-----~----------- ---- 250 1 w ' ----------1------------+-------------·----+------------- --1-----------------+-----------,_ ___________ --------------"·· ---· ·-1- ~ s~o.0162 s--,1.0-1-r ---------------} -------------------------t-------1 -~ ~ ~-. + ----------------+------------+------------+----------------------r -----------~- 240 4----~:::!:-~~-------------!-----------+-------------l-----------+-------------l-------------+---------------l------------+--------------1i------------~,~-----------+--------------1i---------r-240 -· ------------+------------+----- - _, w -+---------·----+--------------+------------+------------- -----r------+-------------+---------- ----------- - ------------+----------------;--------· ----------+--------------,. ------.... - ------------------1-------------+------------1------------. ---------+----------- -->--------------1 I +--------------+------------ --------··---------· ------------------ - --··-· .. -··-·-·------r-----------------, g 230 +-----+----------,-;;t------------+-----------+-----------t-----------;------------1----------+------------t------------ir-----------r-----------t-------------,r-----r 230 5 r--·- - - -. N ..,. <( N 0-. ----en..., "' ---------------------------------+--------------+-------------+---------------1--------· -·------+-------------------------- ----+---· ----------------+---------- ------>---------------- -------------- -------------- ---------+-----·---·------+-------------i---------------------·I------------+---------------------+---------------·•-----·---------------------<f--------< ------------------·-----·--·---+---------------+-------------1------------·---------------------+-------··----------------------------------i--------lL> -.: z 220 -'------'-----------....<::l'=------------'------------'-----------~-----------'-----------~----------~----------~----------~----------~--------------------~-----~220 21+00 22+00 00 N STA. 22+23.00 -1• AIR VACUUM VALVE PER CMWD STD. DWG. NO. W7 2" GAS LATERAL EL. LATERAL 7 ... PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2OOJ 06:11 P P0O8J821 SHEET29 ~\PROJECTS\ 7 41778\SHEET29 .DWG STA. 22+25.00 -2" BLOWOFF ASSEMBLY PER CMWO STO. OWG. NO. W6 16" RCP S -8" PVC WATER SERVICE r 6" PVC SEWER LATERAL END VAN ALLEN WY. PIPELINE "J" STA. 22+27.00 -END CAP WITH THRUST BLOCK PER CMWD STD. DWG. NO. Wl 5 N 1995177.32 E 6244501.30 RECYCLED WAT ER SERVICE NO. STATION SIZE STD. DWG. © 22+21 2· CMWO NO. W4 X-REFS, COC-BDR.DWG, XUTIL.S.DWG, TOP06-2.DWG, X-VmAl.l.EN-111.JGN.DWG, X-VN<ALlfN-PRO.DWG, X-PROf'_UNES.DWG TABLE ACCT. NO. NO 8312700 5 WATER STATIGr SIZE 20•10 2" 0 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' SERVICE TABL E STD. DWG. ACCT NO. CMWD NO. W4 NEW 20 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE \ \ \ \ \ \ 160 \ \ \ \ \ \ \ \ \ \ \ \ (\' ~ ' ~ /1\ 2" WATER SERVICE 11 AS BUILT" -,, '-~ ,, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES ANO CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. I "AS BUil T" P.E. EXP. DATE rac w lt)-1+-O'f INSPECTOR DATE uTI CITY OF CARLSBAD ~ 9 ENGINEERING DEPARTMENT 4 IMPROVEMENT Pl.ANS FOR: INDUSTRIAL PARK PIPELINES VAN ALLEN WAY -PLAN AND PROFILE STA 20+00 TO STA. 22+27 ::%EQ 1:ILLIA~ E-1~: .. • '"7. /.,; _,, r DEPUTY ~ ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: QRW I PROJECT NO . I DRAWING NO. DATE INITL'J.. DATE INITL'J.. CHKD BY: NAil 3887-C 405-7 OTHER APPROVAL CITY APPROVAL RVWD BY: QRD 120 303 "' co 0 .... ..a. .,::. ..a. 0 .,:i..01 I ....... 300 --,-----,-------.------.-----------.-----------,-----------,----.-----------.--------------,r----------.----------------.---------------------~-------------.----------------~ 290 -- CONSTRUCT 375.03 L.F. OF 4" PVC C-900, C -200 PIPE - CON TRUCT 661.97 L.F. OF 8" PVC C-00, CL-200 PIPE T f-RESTRAIN ALL JOINTS 1-- 8 Q .. 80 LAV, :g : 80 1 80 N AV J 80 I 29o -t-----+------~----;s-r'¥'7,rl=i-+<r---------7 f-----::,__,;i-----;;: .... ;r:,-i:r+----"i:er,;.,.;r-"'ZST++<r=.:r+77!r-..L.ri==rL-r-f...,::;rzer:.,..r::...,rr.:br:...,:m: .... .rr;;,"':f-=rn:.;nwr---__.:f¥::._------=...,:;r~:.:;---.:;..,.n/L,-..L.-------=~,----h,_=r----------f------=-..----mr-±i----::,__,;y-==:ir---f-----------+-----+--2ao o·.:-s> LO_ w u'J-i w O'l ... N ; w Ch w w __ w ..,.. w > > <(,..., u 1. Tl -Ul o~. < ~ <: w N -i~-~ f -=------+---~ ~ ____ ...;ffi;:;i".<,~"'L. _-_j_~ __ -:__--~~:!;;;t:;_'---~.4,"~-r"':+-+-'l,,"'1----~ t--z-~i'~-"---+t->--;-;lrn:i:c-t''~"'·-;~+H-~-;-;I \--: ~-rl ~v,~ ~ ~ ~ ---~ e--,a ~ ~ -i% -1-_ ],L ~.~ --~ ~i r 1-_J I_J +t ..... ;-:-! O..J Ju, I Q.._J -HQ.u.J-H -HI -Hot, _J I , c"" ~O ,--' I -H IQ.U"" u, w w _ ~ ..... ..... _ __,u~,,...,.,__ _ _..• >l'""'""-------l-+-+---lu~,,...,.'-----lt"'~~-"""'~"'+~ oblf--"'"'4--..+---..,.~~~----+il--------E"'Jb"'-'!d.___~et: " _ _ _ ...., w ID ..... ----« '------1--3:+---~ __ _s,,o/+~"'---+---+-----"c::,,1,.2::------__ ._ ~ i~ _ ~I_~ ~I;::: ~ • I~ ffi II I~~ Q N ; Q'. Q: _;ti~ '< ~ _: ~ -~ 7 ~ +I ' .t .:gwr; -=~- 280 -t-----+------~;>,t,::-' +---i--::::::!:rl:--_________ ----jf-----:::+-----~•--+-----'-'t-----1N~--+--:±ei--+-~-t-J--1--f~3--:-4--=:~~w±=:-i...;;:~--==:~+-'a,r1-j,,.+-----f-+------f;f-~----@Q.;H--+---------;~-l-i-Hll-l-----------f------¾'---U~:;;·,;_-___ ~g..___:;:J,1-'lµ1 ___ -l--t.--"'t------------\---------l '·'Oo cnw < < -H ..---<a: ~ < -< I i u> :a,: ,..., .....: I.() .... ~ en +IW • ..,. ,~ t:::, O') I _._ t-+I ..----I-t-,-.... ...., I' ,---U 270 ::i :2 ti> 5: .,.. ~ -·; ':;: tr; ~-r:-tf)l -t:Ri --u>l--=Hl· ----ttl· ~ '° + + ~ -~:n,1--•l>f--(A ;,-a~-w J.iJ. -+ i----------,+--+----~H----"'e------+---~ --1 --. 1--1----r---;le + w _ w 0..0) V') I , .-f"") ") Vt0 1 .,... .,... ..-v·O,v, C: N .-.-++ -:C ----,q_ __ -l--~ 1--1--+-+-+----'1-++ 1 --l-..-LI.LI. o ~ w .... < U) :'! ~ ... ... cn t;; Vl &) r Q1 :s Vl ~ -'-~;l----1f------ffif---+--+-f---f----1-;,J--l++uif----Hf+--++---+--.c!-,d L-~ r,e.· c-,' ~ : -- --"----------- !f.-> + u ~&) CD ~ GJ 270 -+-----t--------!511---c-)-+"""'71---c-----------l-----t------'-t---t-----+----+---+-+--t-+--l++-+--ll-+f--Hl---~~4------+t-------.:+;;i-__ __.,4+-+---------l-+-+----------+------+----I-.J...l..-----l--l--lf------ll-M~----------I-------I-260 ~ y / =-_ ~--~--~---1-----lf----l-- 0 ; ~ _ _ r EXISTING GRADE +----+-+ _+------+--+--t-----j•,.8 v _____ _ 260 250 - -~m~t-~+--=-----====~:::::::~_j_-:::::::_...=~=--~+-----t---1~_j~L-L~---=---+~~jittJfL~i-r:::=~_1/J~===:::j-~i=--===t=--=~~=======t~~==--=~~-~~=~~=====t~~=d1~--L..L.r-7~ <( f-------- ~ --0.0-h'!-;-1----1-- I r-----~ --------lf--------------+---------------.jf----- 1------4----------------. -----1--- --. ------ 1--------f-----------+---------------- f------4------------ - ---- - --I--- C' -.0()..J-7-e------ ' 0 ~ -I-f--- S-0.u ~ -Cl ;!c Vl +-------------+-----!----!\-------+--,_ ____ ---->-I a. u, u ~er~ z,,-, z ~ .n 0090 S-0.006 -, I/ f- S=0.0397~ ---- I- -------~ -f- +----------------+------------+--~ in 250 w --l ,-.. ...., ~ ::c ,:;j~ --1 ----------+--------1 240 ~ _ __,_ _____ - ---+----------8 8 u~8 .... 8 8 8 240 -t------+------------1-----------+----------ri.r---+------------dt-----,,,.,,~~--~-t------+-i+-----------ciit------------.:jf--------------1t-------------+-------------1t----------,~ril----+------------11-------4-230 co O ..... o..~ 0 2 ,- -±11r,. + N -0.::1 Q:-I"'") en -+1 -+f __± ..--+ - ::;5' '-'~ T ~ ' !J;!. ► ,-q ro") in '!!. ..... tO N ~ (0 ,ct. . ,...,_ ~~ ---U) • i') O •IJ") -i.n ·in ·IJ") •it) ~N +4~N +N ~N ~N ~N -ti')~ J______ ,,-! .... ,c( ...J .... ...J ti) ...J V'I ...J ------------------+ .,, ...J I---------------. ------------f--------------____ _.__ j I LL.I µ.., l.J.... • LaJ LaJ • W • laJ W 230 ~------_-_-_-_-_:_-_-_-_-_-_-_-_-_-_-_-_-_-_-:_-_-_-:_-_-,..,-...,.--:--:_:_-_-_-:_-_-_-_-___ -__ -_-_........,-::--_______ _,c;~~-"'~~--'--::-::-------_ -------------"~::.J· '=~+-----"t,i"-~c::....c~::,· =~+--___ _J _ __,t,i'-"-=~'-----------'~::J· =~+-------------'~::.i· ce~'------___ -___ _Jc___-_-_-_-_-_-_-----------------~-----...J-~f---_-_-_-~~-:-~·:::::::::::::::=---------~a.-->ce'1=~a_ _ _,_ ___ :::::::::::::::~__.:--_--_-_-_--_-_......L 220 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NOTES· 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. \ \ \ FARADAY AVE. RW PIPELINE "G"' -~-- SEE SHEET 21 \ \ \ \ \ \ STA. 9+67.00 -1. AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 BEGIN RUTHERFORD CT./RD. \ \ \ PIPELINE "K" -STA. 9+63.00 -°' ENO CAP WITH THRUST BLOCK .._ PER CMWD STD. DWG. NO. Wl 5 cl'.-r \ N 1994487.33 ,; ~,~\ c\----'!:cl E 6245229.34 6" VCP SEWER LATERAL --21· RCP SD \- \ \ \ \ /,J).~1 1-I STA.9+65.00 -2" V'U¾,.) BLOWOFF ASSEMBLY PER ~ 1,IJ, CMWO STD. OWG. NO. W6 .._ 'n' cl'.-II o-11 I II I II II PARSONS OFFICES IN PRINCIPAL CITIES RECYCLED WATER SERVICE TABLE NO. 1,, 2, 3,, 4,, 5 8" ACP WATERcr;, LATERAL c- STATION 9+72 9+90 11 +95 15+92 16+34 SIZE STD. OWG. ACCT. NO. 1 • CMWD NO. W3 8305514 2· CMWO NO. W4 8305517 1. CMWD NO. W3 8305512 2· CMWO NO. W4 8305510 2· CMWD NO. W4 8305504 2 4" RW 550 ZONE 66 PIPELINE "K" 8" ACP WATER SERVICE -= =----N 11 +00 N I -s2~82- 0 ---s---sl~ RUTHERFORD CT. \ ~ \. __ 12" ACP WATER TEL LATERAL 110 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 54" CIPP SD \ I ~ I 8" VCP SEWER u-, STA 13+33 03 -2• 4s cll. BLOWOFF ASSEMBLY P CMWD STD. DWG. NO. , CABLE J" GAS cO 1 O" VCP SEWER 18" ACP WATER TEL PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' ' STA. 13+38.03 -12·x a·x \ 1 2"X ,A" CONNECTION TO !AAAOAY AVE. PIPELINE "G" _, _,.,.--TA. 62+20.62 ti 1994139.93 E '6245088.56 STA.13+57.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 15+05 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W~cl'.-60" CIPP SD 1 6" VCP SEWER ~ LATERAL ~ 4" IRRIG SLEEVE 18" RCP SD TEL \ \ \ \ 2" GAS LATERAL - 8" ACP WATER SERVICE 2 8" RW 550 ZONE 66 PIPELINE "K" STA. 16+ 10.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. Ncfo W6 '\. ~ ~ ~ f,._ h :q -,., . ~-~ /~- \ CABLE ' y \ ' ,-- \ \ 4 10" FORCEMAIN \1. FO. GAS/TEL \ \ \ 12" VCP SEWER 12• ACP WATER (ABANDONED) \ \ ' \ ', 8" ACP WATER SERVICE \ 6" VCP SEWER LATERAL 2" GAS LATERAL P.E. __ _ INSPECTOR "AS BUILT" EXP. ___ _ DATE 11)-M·O'f DATE 1 o• VCP SEWER (ABANDONED) RECYCLED WATER PIPELINE CURVE TABLE ~ CITY OF CARIBBAD fSHmsl 10" VCP SEWER 0 20 40 NO. RADIUS (D 686' a> 586' PLAN SCALE: 1 • =40' 80 GRAPHIC SCALE LENGTH DELTA TANGENT 55.71' 04'39'12" 27.87' 911.90' 89'09'36" 577.47' 160 l----+--+----------------11----+----l--+-----I :::~=0=::'....::==E=:N:::::G:::::IN:::EE:::R:::::IN:::::G:::::D::::E::::PA:::::R:::::TM::::E:::N::::T==::....'::::Ll.!iJ==4::::: DATE INITL'\l. DATE INIT~L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES UTHERFORD CT./RD. -PLAN AND PROFILE STA. 9+63 TO STA. 20+00 ILLIAM E ~ 7-&S-a:J OEPUTY CITY ENGINEER PE 28176 EXP. 3 31/06 DATE OWN BY: CHKD BY: RVWD BY: DRW NAB ORD PROJECT NO. DRAWING NO. 3887--C 405-7 FRI, JUN 27, 200.3 06: 1.3 P P0083821 SHEEr30 L:\PROJECTS\ 74177S\SHEET30.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, X-RUTH-AUGN.DWG, X-RUTH-PRO.DWG, TOP06-1.DWG, TDP06-2.DWG, X-FARADAY-AUGN.DWG, X-PROP _UNES.DWG 310 ,-----,----------,------------,------------,----------.-----------r-1------------,1.--------------,-------------r----------r----------~----------r----------------310 ---------._..I,... ,.._ ---------+- ~------ 1--------1' ------1 270 t - 7 - CONSTRUCT 1000 L.F. OF 8 PVC C-900, CL-200 PIPE RESTRAIN ALL JOINTS RESTRAIN ALL JOINTS - ~ ' w _ _,...:, __ ,n -- L..> S 0.0124 s ,_ S •O.m ,n ------ z n ~" 0 ___ _j_ ___ _c,i:., - z --'"'z I S -0,0112 S-0.01 4 - -- - -I--- - 1-- 270 "' w m~ ....J* -· -I-, ..-----------+-----+-260 - N :::,- ~g ~ ... zL z_ --0 -----------------I------------+---~ -~ ~ ->-- w U w o ua.. o a g l 250 -j------t-----------4.,~2:---------4-----,~~~----+------------jl------------+------------ll-----------;0 0;il----~;:.J.li,:.._~<0oU·----+--~.0#·--------+-----------df------------+-----------._j~-----1+-' 250 _ --I--l.aJ :r: N 0 ..,. g, --+--------------------------------- -+o-Poab:: ±i-±a)"-+o-• o.. ~l"'l _•o (Om ,-....,..._ ~,.., ~ z -------< '° ~ ~ ~ ~~ · R !8 ___ ___ _____________ _________ __________ 1----N +z ~-~N __ ~N ~N N(I) ....J N~....J ..,,...J V,....J --- ---·---f- J-----------· -;! ~ 1 - -------------------------------------=~ ~ ~ 0 ~ ~ -~ : ~ ~ ~ 240 ~-----~-----------:;;:;:::;;;:;-----------:;-;:-:;;:;;----~v,=~'------:;::;-'.-;;:;;-----------;~-,:;;;---------~:-1-;;:;;------------;~=----------;::>?·~z'::----~v,2.J!:~;__~>~·z!::.... __ -::-::-1-:--:---2>~·z!::.... ______ -:-::-1-:--:----------~>~-~z'-----------_J-----------..L-----L 240 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 NOTES : 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTEO OTHERWISE ON PIPELINE PROFILE . SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES ANO CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 ANO 39 ON SHEET 5. \ \ PROFILE HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=8' RECYCLED WATER SERVICE TABLE STA. 26+39.12 I NO. STATION SIZE STD. DWG. ACCT, NO . a·x a·x 4" TEE CONNECTION TO FARNSWORTH CT. <; /0 c.,'< l 2• GAS 6' VCP SEWER LATERALQQ 1-.,_ ~A --vss.. 6-6" RCP SD ~ \ '+ i6 -_ l"J'::.c::t: ' (' 'to.~~ --,,c$ ~, .. "'..,, . ~ ----. f V ,~ ~ ------•" -~ STA. 21 +43.41 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO W6 ASTON AVE RW PIPELINE ,• SEE SHEET 45 • q~<>: l 1 J -~ ✓"," ~ 1 ( PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 f STA. 21 +48.41 -8"X 8"X 8" TEE CONNECTION TO ASTON AVE. PIPELINE i" -STA, 37+05.25 N 1993369, 11 E 6245087,43 ; ~ STA. 21+53.41 -2" BLOWOFF ASSEMBLY PER CMWD STD. OWG. NO. W6 8" ACP WATER S~RVlyE j C • g i ; 'b 3 GAS/TEL 12" ACP WATER 66" CIPP SD 8" ACP WATER SERVICE \ \ I \ \ i \ \ \ -------~' ,:;;:,~--\ v.?.::?l' I ® (J) ® ~ , ) L10• VCP SEWER \ 18" RCP SD 10" SEWER FM (ABANDONED) 6' GAS/ELEC/TEL/CABLE 8" RW 550 ZONE 2 PIPELINE "K" 66 \ I I \ I I j' FRI, JUN 27, 200J 06,27 P P0083821 SHEETJ1 Lc\PROJECTS\741 na\SHEETJ 1.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, X-RUTH-AUGN.DWG, X-RUTH-PRO.DWG, TOPD6-1.DWG, X-ASTON-AUGN.DWG, X-FARNS-ALIGN.DWG, X-PROP _UNES.OWG 20+05 2· CMWO NO. W4 8305540 PIPELINE "L" -STA. 10+02.00 22+39 r CMWD NO. 27+53 2· CMWD NO. 6" VCP SEWER LATERAL W4 8305500 W4 8305405 N 1993114.18 E 6245494.92 STA. 25+95.00 -2" AIR VACUUM VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 I .J t:;: ~ w ... 10" PVC FM (ABANOONED) 66." CIPP SO 12" ACP WATER STA. 26+34.12 -2" MANUAL AIR RELEASE ASSEMBL~ PER CMWO STD. DWG. NO. ~ <.J' FARNSWORTH CT . RW PIPELINE •~.., SEE SHEET 35> _,- RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS 586' 886' 0 20 40 LENGTH DELTA 911.90' 89'09'36" 529.63' 34•15'01" PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE TANGENT 577.47' 272.99' 160 6" VCP SEWER LATERAL STA. 26+65.00 -2' BLOWOFF ASS EMBLY PER CMWO STD. DWG. NO. W6 STA. 29+05,00 -2' AIR VACUUM VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 P.E. ___ _ EXP. ___ _ REVIEWED BY: WJt,,....,, INSPECTOR DATE ~ CITY OF CARLSBAD fSHmsl l-----l---l-----------------ll----l----1-----1----1 ~ ENGINEERING DEPARTMENT L.!.!±J ~='-====================== DATE INITIAL DATE INITIAl DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES RUTHERFORD ROAD -PLAN AND PROFILE STA. 20+00 TO STA. 30+00 APPROyED WILLIAM E. ~~R d'-rW4a;., e ~ . >.... _ DEPUTY CITY ENGINEER PE 281 76 EXP:" 3 31 OWN BY: DRW CHKD BY: NAB RVWD BY: ORD PROJECT NO. 3887-C DRAWING NO . 405-7 120303 C ~:e 0 C') ..... __ .,::. ..a. 0 .,:i.u, I ...... 320 -,-------,-----------,---------------,-----------,------------,------------.---------------,1.------------,--------------.-----------r----------~----------,-----------~--~320 290 280 270 f- 0 0 ;t I") in w / C' ... • - I-------'~-------'---+---- "' =-Lu RESTRAIN ALL JOI TS - - - S-.0114 . u "' + ..., t;; ----'---- -- L CONSTRUCT 1200 LF_ OF 8 PVC C-900, CL-200 PIPE -RESTRAIN ALL JOI TS I I t t;; - n V - - -1-->- ________ ._ -i........... -'---er 2 ----+---·---------------+-------+ : ------1----------'-i>I---H-- ---- 1-- r EXISTING GRADE - - - - / - f----iu~t'-•E---~ ... I~ ~ E ---+ -I----------------------+ ------. I--i •z -~ --+--'-__ .,I (: t ' .. .. S-0.0097 1-- ~ w :I: Cl) m w .., . w L. _.__ :I: c.>--1--=: - 290 280 270 - e.. o 0o Ou z ~ o ,--0o ,-o w • c:;,-~ a -I O ul~ 00 0 I-N ~ 260 .,.-------t--------,i .,...;-i------t._-----;;,;c;i±t-...,---:._Tffif<,1r:==1===---~~c;it-ar------i7--==---------i~----------------=----_-__ -_-__ -t------..,t::i+t-1«>-----+---------7~-f.a:;i!id:~.=~========-_-_-_-_-_-_-_-_-_-_-_-_-_-_,,_--------,1+--~.,;t---t-------------l-----;;;o+if-.---.,.,1 f-.,.,1. f-,,,1 +---ti-----------+-----+-260 6~ ..-IX) o, ~f.O ll')C:0 CX) -....,.N CO:-'...: 0~ ......_ ,.,., _u -l""')I"""' I") • .-:. Ct: ,-• I l'f"') -• Q. ....., I") .. , • .. , •·• ~., .-, _,..,,_"' --li!'-le5--+----+ -------.l::i 1.Al-!i---~' ID-,..:.1-,,;i-,;;-1---1' .,,., ,_,;,-... ' o __.r.,-... _, ...... ,-...co ·co ·c:o ,-... oo o, .::=N i=:,N +..._ ~N ~N +W +N ~N c(N -..J -i----Vl _J ;;-;£ lh ...J + ., ...J 1-~ 3 -~-..I~-=. --~ ..J 6 --6 f.--t .w .w Q) W ,W {!) l""lw ,W W 'V 'V "It --____ ,__ _______ 11--";>•+-~---,__-----'C'~I ~ --~ 0 ~ ~ r ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ 250 --'------::,:-'-:,::-------"=----,:-:--'=---~=~-~Vl:..:..:..>----,:-:--'-:-:----~=~-----::-:-'-:,::------------,,---'-:-,------------,--,-'----,--------"".E..------,,-'-:-,--------~"'~f-c:..__....L __________ __, ________ "'1.a"--<CESL __________ ~ _____ e:.,_;;;a__-".C'-"!J'-"-!-l--....L __________ ___t _____ _L_25Q 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 l:!lfilS; 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. ~ STA. 31 + 79.97 -B"X 8"X 4• TEE CONNECTION TO BALFOUR CT. PIPELINE "M" -STA. 10+02.00 N 1993001.09 E 6246019.19 STA. 31 +55.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 o• CIPP S ,-~?"-~--=,;.._ 8" ACP WATER SERVICE 6" VCP SEWER LATERAL STA. 30+ 70.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 ---C-08SCUR£) ~= er --.JC' ·- 8" ACP WATER FH SERVICE 24" RCP SD OBSCURE· BALFOUR CT. RW PIPELINE "M" SEE SHEET 35 8" VCP SEWER PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 . OJ/ "".~ CiVl\- 0, CA\-1~ Cl '-'- 48" CIPP N STA. 32+45.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 6" VCP SEWER 7 LATERAL(\ 8" RW 550 ZONE PIPELINE "K" t 8° ACP WATE LATE ,f,Jol _ s· ACP WATER =..i:• 01 f SERVICE Vs . 1 o• VCP SEWER 6" GAS/ELEC/TEL/CABLE 16" ACP WATER PROFILE HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "=B' STA. 36+82.88 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 36+77.BB -18"J< 8"X 4• TEE CONNECTION TO GEIGER CT. PIPELINE "N" -STA. 10+02.00 N 1993110.90 E 6246503.85 8° VCP SEWER (ABANDONED) IRRIG SLEEVE 4" GAS/ELEC/TEL/CABLE 2• GAS LATERAL\ 1 I _J_ :.D CABLE 18" RCP SD \ \ \ fl,1---. _,s ,,.· .7 .?::-~~ . >S ASSEM8c Y & 8A \ 0 20 40 GEIGER CT. RW PIPELINE "N" SEE SHEET 36 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 160 FRI, JUN 27, 2003 06:JO P ?0083821 SHEETJ2 L:\PROJECTS\741778\SHEET32.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, X-RUTH-ALIGN.OWG, X-RUTH-PRO.DWG, TOP06-1.DWG, TOP06-2.DWG, X-BAlFOUR-AUGN.OWG, X-GEIGER-ALIGN.DWG, X-PROP _LINES.OWG RECYCLED WATER PIPELINE CURVE TABLE NO. RACIUS LENGTH DELTA TANGENT Q) 886' 529.63' 34•15•01· 272.99' @ 714' 153.25' 12·17•52• 76.92' ro;£, -Fl,I X ~J"'t -s-s--s -----4'lM+t->< .?:9f -s----; I -ti -t 1 --! ---- -f - ~bi,"':';;"=;,:,:::;ac--(f' -_,,. ~-TE I I 8" VCP SEWER \ RECYCLED WATER SERVICE TABLE \ NO. STATION SIZE STD . DWG. ACCT. NO. 9 34+07 1· CMWD NO. W3 8300150 10 38+87 2· CMWD NO. W4 8305400 I s---s~~7.I..fl -s OB< L I") I") w ~ :I: C.Y '< :::!ii "AS BUILT" P.E. ___ _ EXP. ___ _ ·w • DATE i5HEIT1 CITY OF CARI.SHAD fsimsl l------ll---+----------------1----+--+-----+---IL__g_jc___---=E~NG~IN~E=E~R~IN~G~D~E~PA~R~T~ME~N~T __ ~L!..!±J DATE INITTAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES RUTHERFORD ROAD -PLAN AND PROFILE STA. 30+00 TO STA. 42+00 APPRQV~D W_ILLIAM E. p~! ttU/2 :(/44,,,,, P, ~:, , .... DEPUTY CITY ENGINEER PE 28176 EXP. OWN BY: DRW PROJECT NO. CHKD BY: NAB 3887-C RVWD BY: ORD 7 -.§-0,3 3 31 06 DATE DRAWING NO. 405-7 I 1203 03 (,,.) ...., 0 C :E G') .... ..a. .,::.. ..a. 0 .,::..CJ1 I ...... J40 ~_-_-__ -_-_-__ -__ -___ -__ -__ -.---------------,------------,--------------T~-------------,_------------_,-------------,-------------,--------------,-------------,------------~,------------,-------------,------,--J 34Q CONSTRUC 1100 L.F. OF 8" PVC C-900, CL-200 PIPE I 300 0 !: f------+------------,1---f---'<t .t. (/) w .£. -; :::c (..) RESTR IN ALL JOINTS - - -- EXISTING GRADE 7 \ \ -- ,-0.0050 RESTRAIN ALL JOINTS + - - / S= .r, 0JJ5- " V w w :::c -v, 0 + I') IO 320 - j ~ ~l!--· -----1-300 0 1 ..., w ..:r-z "'-; z :::c ~ -+---+------~~ 290 ::::::!: S= 0.02JO .-----+-290 0 V . ~ ti -- -------- -----------------,f-ti Z o Za. I· _J Z* z T -S -g-~ 8 8 -------------8 ~-------:g"1-----cu,f-~-:----t--------,g..t--g -g 280 +-----jl------------l-z-----------at---,-B---------+-.r-;J----------c;;t------------+----------+--+--------+------tjj--,+:j---+-------tjj------.;:;t-------------1f-------;it------t-----------+-----+-280 o 1 w ;:. 0 N in 'd ~ o ~ " -.. ..L ;!i..-. ·--+tc-,1--m.Q:-f--------~---_0±.a,-I-±u, l"""l o, N Q.. 'It' rt') ti") V '..,-~ 1:i-, 00 a:, 0 0. ..,-O'I --lO ,,., 01 'It' • ....: V . V . V . ,.,; 1/1 .. , ·co .... ::r-·a, ·w ·m ·m ·en" -~-1-·:~ j5~ c§ j5N j5N ~N ;5N +It) ~~ j5N j5N ---{I') _J ..,. z -(fl _J tn ....J --------------_____ ,___ _;;_;;i:.._,:__ ___ ----l------vi,~_,--,---'..,<>Ji;..,,---+-----...J --ell _J (I) _J ,W :5 ....:W ...,:W .W .....=W a_ W W _:W -------1--- -j o::; > ~ o a.. > a.. > a. > a..>. > ..=: o -a.~> a::-> a:> I 270 -'-------'-------------'-----------~>=z~"'~"'"f----------~~>~·=z~--------~>_,· =z~-----------'------------~--~>~· z~----------,~----~=z~~"'=,----:-~:------~>_,·=z~-----c":>~· z=::-----------=-,--'---:-:-----'>~·=z~----:--::----,:--:-------------:~-:-:-----_,~ 270 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 NOTES: 1 _ PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. STA. 43+ 14.22 -8"X 8"X 4" TEE / CONNECTION TO LANDAU CT. PIPELINE "0" -STA. 10+02.00 7 N 1993168.39 65 I NQ_ ® ® RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 686' 122.66' 61.49' 486' 405.85' 4T50'46" 215.60' PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' t STA. 48+69.09 -8"x 8"X 4" TEE CONNECTION TO PASCAL CT. PIPELINE "p" -STA. 10+02.00 7 E 6247135.78 / STA. 44+ 10.00 -2" 8" RW 550 ZONE 2 N 1993253. 74 E 6247682.23 65 2" GAS LATERAL --- = LANDAU CT. RW PIPELINE •o•-----c SEE SHEET 36 I _ _j PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 06:32 P POOB3821 SHEEl33 L:\PROJECTS\ 741778\SHEEl33.DWG TEL FD < ;'-10" ACP WATER 8" VCP SEWER I I BLOWOFF ASSEMBLY PER CMWD STD. OWG_ NQ_ W6 6" VCP SEWER LATERAL 8" ACP WATER SERVICE " r NO. 1 !, 12 1t 14' 141 2" GAS LATERAL TEL RECYCLED WATER SERVICE TABLE STATION SIZE STD. DWG . ACCT. NO. 43+77 2· CMWD NO. W4 8305100 43+85 2· CMWD NO. W4 8300900 49+37 2" CMWD NO. W4 ---. 8301200 52+97 2· CMWO NO. W4 8301400 46+90 1" CMWD NO. W3 NEW '" C 1 O" VCP SEWER 0 20 X-REFS, COC-BOR.OWG, XUTILS.OWG, X-RUTH-ALIGN.DWG, X-RUTH-PRO.OWG, TOP06-1.DWG, TOP06-2.0WG, X-lANDAU-ALIGN.DWG, X-PASCAL-ALIGN.DWG, X-PROP_LINES.DWG 40 66 STA. 48+55.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG_ NQ_ W7 ---~ p-Nt ·~M,; s - =f= . C u. --t-,;-lf I ~~ fu!!i"fo'ii "'t.?.9_,, . .bo1 PASCAL CT. RW PIPELINE "p" SEE SHEET 37 I ~ PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE I t-~t 1 ► I .. ~ I I rr . 8:;:~ 1=~ ~--,, -[---t ,fl 160 STA. 49+55.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 36" RCP SO CABLE 8" ACP WATER SERVICE 6" VCP SEWER LATERAL 18" RCP SD \ \ \ 2",, GAS LATERAL 6" VCP SEWER LATERAL "AS BUILT" P.E. __ _ EXP ____ _ D BY: w • v DATE RECYCLED WATER SERVICE ~ CITY OF CARI.SHAD fsHmsl l------t-1=--t-------------:--~-ll--+---t--+-~ ~~=3=:'...:::==E::N:::G:::IN:::EE::R::IN:::G=D:::E::PA:::R::TM:::E::N::T==::'...'.::::L!_1±J==4=: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES RUTHERFORD ROAD -PLAN AND PROFlLE STA. 42+00 TO STA. 53+00 APP DWN BY: CHKD BY: RVWD BY: ORW NAB DRD 7•/S•o1 EXP. 3/31 06 DATE PROJECT NO. 3887-C DRAWING NO. 405-7 · I 120303 w w 0 -..a. ..a. ,,:,., C :E G') .l=ii,. 0 CJ1 I -...I I 350 3so T----r--------r --------r--------r-,--------r----------ir---------,---------,---------,----------,----------,----------,----------~---~ CONSTRUCT 398.90 L.F. Of' " PVC C-900, CL-200 PIPE I...--·------------------+-----------+-----------+-----------!---------- ------1--------- -____ ...__ - - - -------_._---------------+------------~-------------+-------- -------- RESTRAIN ALL JOINTS -------1--------------l------------l..---.---- - --------L_ __________ _._ -----------__ L_ 0 -+--__q,_ ----------------+-------------+------- 340 -t-----,-----------t------------t------i:;18<-------t----------"'f ... tt---csr::rri:.:n--::rr~+r--_)._ ~-A~lb-----------f---------------1------------+-----------+-----------+--------====~t==============------_-=~;~~~~----_-_-_-~ tr,~ If) wci~....lu+I o". Q.. di ~---t-;; ~ l.a.J ~ Ill Ur~ .... I ~ I ~ 0 ~ ~ ~-t-t---1 -I--=-!2._ ~ ~ .,. • +I I -tt 0. ...J t-_J .... --+i,.,., ,.,.,ul.a.J v,i:""i l ------·--------+-----------'-------------1--------------- ---- ----- - 34D -1--~ ~ -----------------l----<;;;.;i· _g:~"'..J--~i-l-."''--';,,:,;__ __ _j_,<,;,o ~'---------------I------------.__-_-_--_--__ --_-_-_--_-_~~---------_+------------------+----- -----------+ 330 -t------i--------------,;l"'..7i-f-----------+----f:;..~-------+-----------+-ii;t:+-'::g;-t-.;'2;+--":~4-+-·---1----'"'~1,-------------+----------+-----------+-----------+-------------l----------~l------------=_--_-=~-~~----_-;_-_--_-___ -_Jl, 330 ; -~ ~ ; iJ,~ L ---+ti.J,a:::J -- ~ -----;----~~ ~ ~ + ' ----------+-----------+-----------------jl---------------- L------------t------------.--- w w :c u'1 ~ ----e--e-~ V) ~~ --w---~ ---1-----------------:--1-+-+-+-H+-----+-fiH,i------1------ ---- - ----__ __,_ ____________ +-----------+------------1-------- w Vl ~i! 320 -t------i------------;u:t'.'lrt-----------+--t--------+-----------_+~--1<~:---';:--1,_-+-~--~~---_-_-+H_,.-:i:51.11-,,l----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~f---_-_-_-_-_-___ -_-_-__ -_-~~~~~~~~====-----_-__ -_ -__ -_ ---+------------1--------------1------------l-----------L--------L 320 0 ~ + EXISTING GRADE\__ ---~o ,._ tQ+------3 ._ LO -~----- ,_ _____ --<----------..__ ------------ -------------------------+-----------+--------- ------------------+-----------+------------- ---- 310 La.J -z-..., * s~o.01s, - S 0.0050 - L -- ··+-------------+-------------1-------------+-----•-----___ ______, -----------------------+-------------------;------------+------------+--------------------------f---------1 +------------l-----------__JL_ _______ ----- ----t-------------+------ ~ -n 300 -i------t----------i~§-j-,..~.,;l---------t----lL .------+---------+----+----+---------+----------t--------------j-----------+-----------+----------+----------_j_ ____ -!... 300 ' ---------------------1-----------_,_ ____ _ - - - - -------I- NOTES: ----1-=---w ---- ->-z 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 f'T UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 f'T BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. NO. ® I & 2 8" RW 550 ZONE 36" RCP SD 66 PIPELINE "K" 10" VCP SEWER "PVC FM ABAN()'tl'NED) ~ ~J II -:,_ -_ o, ROAD~~',_. ~-=-- :=: :=: :=: :=: :=: .:;; ~t!l(t: = = 18" RCP SD 16" ACP WATER I RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 486' 405.85' 47'50'46" 215.60' I PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687,0400 12" ACP WATER STA, 56+93.90 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 C, I '--" "' C, FRI, JUN 27, 2003 06,35 P P0083821 SHEET34 L:\PROJECTS\7 41778\SHEET34.0WG X-REFS, COC-BOR.DWG, XUTILS,OWG, X-RUTH-AUGN,OWG, X-RUTH-PRO.OWG, TOP06-2.0WG, X-PRIEST-ALJGN.OWG, X-PROP _LINES.OWG I r ,t, ci \ I':( h-- ---- PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' PRIESTLY DR, RW PIPELINE •o• SEE SHEET 38 END RUTHERFORD RD. PIPELINE "K" STA. 56+98.90 -8"X,,B")( 4" CONNECTION TO \f'~ll§TLY DR. PIPELINE "Q' --S:A. 20+21.79 13 N 1993722-:29 65 E 6248307.94 16" ACP WATER 1 O" VCP SEWER 8" PVC f'M (AIWIOONE . 30" RCP SD CABLE TE~ 2' GAS ,-' .. ro"'"' -~ V. .J--rV,;: 1,.., 0 20 40 PLAN SCALE: 1"=40' 80 GRAPHIC SCALE -- ---t--------------- ' ----,.___ ---------____ _J_ _____ -------l------------_ __, -------------- 1 -------------t-------------I----------- __ _._ ___ ---------+------------1-------------1------------------- --1----- - -____________ .,_ ___ _ 280 RECYCLED WATER SERVICE TABLE NO . STATION SIZE STD. DWG. ACCT. NO. I 56+ 11 I " CMWD NO. W3 NEW 2 53+30 , I " CMWD NO. W3 NEW "AS BUILT" P.E. EXP. DATE u1tt:::.' / Q -') l ~~1 I)-~-~ INSPECTOR !!!f::,-DATE /1\ I" RECYCLED WATER SERVICES uTI CITY OF CARIBBAD ~ -~ ... ENGINEERING DEPARTMENT 4 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES RUTHERFORD ROAD -PLAN AND PROFILE STA. 53+00 TO STA. 56+98.90 160 AP~a:l~L;AM J:· ~;R • ~l .c: -,_ L<:. ~~ $u1Y Cl1Y ENGINEER ~8176 EXP. 3/31/06 DATE OWN BY: DRW I PROJECT NO. I DATE INITIAL DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: NAB ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: QRQ 3887-C 405-7 120 303 320 ------~------------,-----------~-------------,-----------~------------,--,---------:3;._1{._l---,r-------------.--:n~--------~n--------------.----------~,--------------.-----r-----~r-----320 - CONSTR•CT 506 LF. OF 4" PVC C-900, C -200 PIPE RESTRAIN ALL JOINTS - 280 - - - -- ' S 0.00, 270 - -\ RESTRAIN ALL JOINT: - - ---- ---S 0.0111 --\Z --+--------r--' \ a. u • '-S 0.0589 <D C JNSTRUCT 344 L.F. OF 4" PVC C-00, CL-200 PIPE j -j j 290 -t--· ---------- 280 1--270 -- + I 1 I 260 +------H---+--~~a,1--\._--=s~=--~o~.0~3~10~1;___~-~----------:~:;a..-+--------------+~--:~;;J-------i~is!---+-------------+--------~~~-<66--+-------_--__ -_-_-_-_-_-_-_--_-_+-~=~---------+---r~t:'-:-,:m-------~:;t-------------t------------➔T--_-_-_-_--_-_-_-_-___ -_-_-_-_---_-_-_--+-----t-!260 f-------+1------,-i ~ ~ ~jlp---,-.._ f.--+I l.&J T it,-I -'3 ~II'! ~ ~ ::::,O! ,.., N ..-,1;-;, q ~ ~ w :: ,..,0 , 1 ·-..c-+--f-N ---+-~ m + +1~·~ ..i ~ ;cC ~ ~-~ ~ . .& I + I ~ ~ ~ ~ I 1-------41-e u en ...J Vl' :i-"t --------+----------------+-----------r --0_'lc"',-: t1'J ...J v, _, t >ci ., . d V. G:1 . u.J w I u.J . w w 1 ---------+l-..:c.-1,r->_a._>-------+----------a.'1->r--+-------I-~ > a:> T ---t-w 0.: > 0::-> !:'-;;: ~z ._• Z ._. Z . Z . Z I -(/) VJ > '.Z > z 250 --1... _____ ..1L....llJLL==-...:a.J.=.. _____ 1_1.J.+_oo ________ ....:,,=1-=2.J.+-=-oo:-------------,1--=3..1+-=-oo:2-=-----.2l=-1c-:4...1+-=o-=-o----------1--=5..1+-=o-=-o--------~;e-...J.._-------------'---,!50---------...J.._---"'=~=~--------,1:-:1::.l+-::o=-o---------,-:1:::2:-+-=oo=-------------,1:-::3~+-=o=-o---------,-:1:-:--4+00 ------- 250 l I ii I I : : I I , I : I " ---FO 60" CIPP SO 10" PVC FM (ABANDONED) :-1 o• VCP SEWER 6" GAS/ELEC/TEL/CABLE I I . I 16" ACP WATER I ,J 11 ., " I C, ., I " I J. .. ' ~, I I 18' RCP S 27' RCP <a'>,,• , "'-;::- STA. 10+45.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 BEGIN FARNSWORTH CT. PIPELINE "L" STA. 10+02.00 -8"X 8"X 4• TEE CONNECTION TO RUTHERFORD RD. PIPELINE "K" -STA. 26+39.12 N 1993114.18 E 6245494.92 ,_,._.._ RUTHERFORD RD. RW PIPELINE 'K" SEE SHEET 31 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 Ii~ JI ~~~ c:µ...,._ ~ y 21 RCP SD RW 550 ZONE PIPELINE "L" \ • \ I I \ II 18" RCP SC NO. 1 2" 3 4" 5 J 6 6A 6 8 6C 6 D \ \ NO. \ (D \ \ \ 18" RCP SD RECYCLED WATER SERVICE TABLE STATION SIZE STD. OWG. ACCT. NO. 12+47 2" CMWO NO. W4 8300011 13+56 2" CMWO NO. W4 8300009 13+78 2" CMWO NO. W4 8300000 15+02 2' CMWD NO. W4 8300010 11+70 \ 2' CMWO NO. W4 8300084 12+J)J.--~2. CMWD NO. W4 8300100 II+ 48 I" CMWD NO. W3 NEW 15 +02 1" CMWD NO. W3 NEW 13 +38 1" CMWD NO. W3 NEW 13 +40 I " CMWD NO. W3 NEW PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' RECYCLED WATER PIPELINE CURVE TABLE RADIUS 1011' ) 2• GAS 0 LENGTH 100.25' 8' ACP \ \ 20 \ \ \ 40 DELTA TANGENT 05'40'53" 50.17' l R LATERAi STA. 15+06.00 -2• BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 ,/ STA. 15+04.00 -1" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. OWG. NO. W7 END FARNSWORTH CT. PIPELINE "L" STA. 15+08.00 -ENO CAP WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 N 1992629.34 E 6245352.04 16" ACP WATER 3" GAS/TEL j. E 6,246, OOC u• RUTHERFORD RO. RW PIPELINE "L •-~___, \ \ \ \ \ \ ' PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE SEE SHEET 32 160 FRI, JUN 27, 2003 06,44 P P0083821 SHEET35 Lc\PROJECTS\741778\SHEET35.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP06-1.DWG, X-FARNS-ALJGN.DWG, X-BALFOUR-AUGN.DWG, X-BALFOUR-PRO.DWG, X-FARNS-PRO.DWG, X-RUTH-ALIGN.DWG, X-PROP _UNES.DWG t:!Qifr 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROF/LE. SEE NOTES 38 AND 39 ON SHEET 5. [ Z -c:::::s~~~~iiiiiiiiiiiii-1 6C ffi CJ n STA. 13+44.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 - -4--~ ~ w ---I - (.) I BALFCJUR CT. -~---r:.:.~ s 1~12+P ~S411:'20"E 13+0 18" It> e• D BALFOUR CT. PIPELINE "M" TA. 13+46.00 -END CAP 1TH THRUST BLOCK PER CMWD STD. DWG. NO. W15 N 1~92657.82 E/ &2~6041.62 6" VCP SEWER '{} LATERALS -T~--~T--- TEL 18" RCP SD STA. 10+41.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 BEGIN BALFOUR CT. PIPELINE 'M" STA. 10+02.00 -a·x a·x 4" TEE CONNECTION TO RUTHERFORD RD . .r--... PIPELINE "L" -STA. 31+79.97 N 1993001.09 E 6246019.19 --C -\,.,,...._, 2• GAS -1" .J J CABL< .ATE~ RCP SO 8" ACP WATER ::,ERVIC[ 4" RW 550 ZONE PIPELINE •M" "AS BUILT" P.E. ___ _ EXP. ___ _ DATE I REC YC L ED WATER SER fSHml CITY OF CARI.SHAD I SHEETS I 1------..---\.1---------------~l-----+--........J---+----I ~ ENGINEERING DEPARTMENT 114 ~='...'.=========::::::..::=:::::: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES FARNSWORTH CT. / BALFOUR CT. -PLAN AND PROFILE STA. 10+02 TO STA. 15+08 AND STA. 10+02 TO STA. 13+46 APPROVED WILLIAM E. ~~ER 4¼W/4i • {-~-,-~-·...... 2-t'>-47 DEPUTY CITY ENGINEERP£28176 EXP. 3/31/06 DATE OWN BY: DRW CHKD BY: NAB RVWD BY: DRO PROJECT NO. 3887-C DRAWING NO. 405-7 120303 330 ---.----------.----------.,------------,------------,----------,----------,----,---------~-h--il:dl __ E)----------,,----------r------------,--------,------,----------,------------,-------,I 330 f- CONSTRUCT 387 L.F. OF 4• 'VC C-900, CL-200 PIPE CONSTRUCT 256 L.F. OF 4• PVC C-900, CL-200 P PE t---------------------+----------------------+ f------. ----+-----------------+--------+--RESTRAIN ALL DINTS -RESTRAIN A JOINTS --I------------------+-------------------- I----------. -t---------~---____ __,_ __ ---------------------- ,-------+------- t-------------+-------------------+- I--- 290 -S 0.0017 A I 29Q t-->-----f- --S 0.0296 I • -----+-----0 ---------H---+,--f----,...------if--------------1----~-·-. -----~-·--·· --·~--- - 0 s 0.0101 ----,...-+---1----,...-----I J_ s,,o.049~ -0 L S;-Q,0527 ----;-';;,0,018()[_.J z -----I--_g _ --+------------+--------. -------·-··-·-- >------------~---------~ -----· /1 I u 280 +,_--_-_-_-_-_-_-_-.... -1_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-s=;=-=o=.0=4=0=4~-~,==!===~~·===!=====:---+-----------1---_---------_-1_-__ -_--_-_ --~----_--_--__ -1,__--~~~---------------c™1-_-1_---,-1B0---------++-1sc--,---",'--,----+-1<'"\c--+-----------l----t--_-_-__.;!t-.~----+-_-_--_..=-_-_-_-_--=_-=_-_-_-_-=----_--i_-_---------_-_-_--1_--_-_-_-_-_-_-_'I 280 ~ g Oa:) :~~---_-_----___ -_ .... >--________ -__ -_-_--_---_ .... _-t-+---1_--:-=~=~a.,--------+--------------------·--------r-___ t ----+-..~lc~"-_-~+--+-_--0-"~~---_---!+-_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --,_:-_ -_ -_ -_-_-Ji--_-_-_-_ -----i::-t::,---- ? •-H - ------------1-- 1 -t o 'ii -0 -----------i---u-+;;;=-<_=>1,r-.-,_--o+-------:001--0 +-+-------·----··---------Q -~5z--------------+----------- .. W g g .-0 ----• N O ..-0 ~ 210 +-----+----------f-..,i+-~-~---,cl--+---------~----------+-----------+--------~H--,1¾--------+--"lf-,.---r!~--';:!t----,-t--';!-l-+------------l----'~---dl=----+-----------t------------+ 0 tO IJ1 I O -·--·-N tO 1 i.O t0 a_l 270 ~-------+--------------+--li:iO;-:!:l---j")"1"-'----C'°±1<lr----<111:f:' 0 I ,!; ") 00 N ~ -+-j~-----+N· ~ -ii:,-,.... 11i -0 0 " -N ""'-' -0 W ::, . -H o' '"' -f-1 '"! ~ •~ ...--.-, -:1 c__ -±'~c,..: ~ . V..._ -::,D ----t-------------+-Gi-'<--9 -is~~---,__-'---~-,------!."-t~~~--+ -. ~~ ~ -= -Z . ~ 00:,; . <Xl O ·~ -+ _a,N ,__< ~ --. r-,.. ll'J < + :a,: + -,__< CO <( ..:( "'' .. , ;...,. + N t;;; ' ,.... f--,------.+',i"' 1--1--1~" ~ ,.._+, __, u,f-__,-,----tA-\-c_,c-v, ~ -............ .-ct: tn ...J --tf)t-vt ...J _J ~" :;:u....w .GJ .w ;:.jj _.<:w ~ w ~ ..... ...J .1.1. !Lu --------~ --1---:..11¼--.,!-~---c~,------.,,!W-~cf--- - - - - -··------t- ,__Vl O..> ~ a.>. ~ Q. 1--> Q..>_ ~ ~ u,i ;::!: W a.>. ~ j:!. a.. C..>. ~ z lj:::: 260 ---'---------'---------------'--"-'-=~=~_,:;>.1=._~v,=z~-...L,-------------.:=.I~-----------:-:...L,--------------,---l1-:-:-----------i!i8---'--,-'60----------:-:-'---:'v,~,S"'---"v,~v,,,,_~='----~'=2~> -----------~-~-=--~.._,=.,,~---~----------~-----------~-----'-260 10+00 11 +00 12+00 13+00 14+00 -10+00 11 +00 12+00 13+00 14+00 NOTES : 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. I --,;J (_ I I I FO --(-f-LI IJ.ll..l 8. PVC FM (ABANDONED) RECYCLED WATER SERVICE TABLE NO STATION SIZE STD. NO. STATION SIZE STD. OWG. ACCT. NO. 3A 12 + 38 I" 12+07 2" CMWD NO. W4 8300300 3 B 11 + 5 I 2 13+83 1. CMWD NO. W3 8300310 3C 13+80 I" CMWD G. ACCT. NO. NEW NEW NEW PROFILE HORIZ . SCALE: 1 "=40' VERT. SCALE: 1 ";8' 10" VCP rER -c___J 3 12+52 2• CMWD NO. W4 8300500 3D 12+ 50 1" CMWD 0. W3 NEW f~Ff--lr:_&J I - 16" A¢P WATER---f--l.L 3" GAS/TEL ~ // L 11 1 O" ACPj WATER II • . )-y Vy" ,r--r'" _ \. t_J~ SEWER \ ~'~ · __ II~" ). .,-~ ~ RClA!JR/W _,,_____,,_,,_____ 1 1 ::__,~ - - ~ I I \J'lb~ r RUTHERFORD RD. RW PIPELINE .K. SEE SHEET 32 PARSONS OFFICES IN PRINCIPAL CITIES I r,i 'I I 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 0<'i.-, 18" R RCP SD 8• SERVIC. STA. 10+30.00 -2" BLOWOFF ASSEMBLY PE CMWD STD. DWG. NO. W6 _ _.. BEGIN GEIGER CT. PIPELINE .N. STA. 10+02.00 -8"X 8"X 4" TEE CONNECTION TO RUTHERFORD RO. PIPELINE "K• -STA. 36+ 77.88 N 1993110.90 E 6246503.85 8" VCP SEWER 8" ACP WATER SERVICE =r':,.._=======~= -I: --J; _:__~~ 2• GAS G 4" RW 550 ZONE PIPELINE "N" ~ I 8" ACP WATER SERVICE I I I I I I RUTHERFORD RD. RW PIPELINE "K• EE SHEET 33 P SD STA. 13+87.00 -2• BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 END GEIGER CT. PIPELINE "N• STA. 13+89.00 -END CN' WITH THRUST BLOCK PER CMWD STD. OWG. NO. W 15 N 1992737.06 E 6246603.90 18" RCP SD STA. 13+85.00 - 1 • AIR VACUUM VALVE ASSEMBLY 48" RCP SD PER CMWO STD. OWG. NO. W7 0 20 40 10" VCP SEWER 8" PVC FM (ABANDONED) PLAN GRAPHIC SCALE FRI, JUN 27, 2003 06;44 P PO0B3821 SHEET36 ~\PROJECTS\741778\SHEET36.0WG X-REFS, COC-BDR.DWG, XUTILS.DWG, X-GEIGER_:Al.JGN.DWG, X-LANDAU-AI..JGN.DWG, X-GEIGER-PRO.DWG, X-LANOAU-PRO.DWG, TOP06-2.DWG, TOP06-1.DWG, X-RUTH-ALIGN.DWG, X-PROP_LINES.DWG i H .. I ---'-'<-~, II I s,;,, ITJ-1 "f 11 1 . I J ., ...,_ I I I I I < i !>~ ~ "' L k __ "f-1-H, I J f. : : I lx ~ ., • > I ---1· 11 6 111 :, 160 "-...,, 8" VCP SEWER 1 o• ACP WA TE~ ---._,,- 18" RCP SD STA. 10+40.00 -2" BLOWOFF ASSEMBLY PER CMWD STO. DWG. NO. W6 ELEC BEGIN LANDAU CT. PIPELINE •o• STA. 10+02.00 -8"X 8·x 4. TEE CONNECTION TO RUTHERFORD RD . .r-::-...... PIPELINE "K• -STA. 43+ 14 22 N 1993168.39 E 6247135.78 DATE INITIAL 6" VCP SEWER LATERAL ENGINEER Of WORK REVISION DESCRIPTION DATE STA. 12+56.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 END LANDAU CT. PIPELINE •o• STA 12+58.00 -END CAP WITH THRUST BLOCK PER CMWO STD. DWG. NO. WI 5 N 1992913.93 E 6247159.52 __., l- ,_ INITLAf. DATE u t INITLAf. OTHER APPROVAL CITY APPROVAL / / r 8" ACP WATER SERVICE .,>-f s• VCP SEWffi ) LATERALS 2• GAS - E RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH OELTA TANGENT <D 511' 71. 70' 08'02'22" 35.91' nAS BUILTn P.E. ___ _ EXP. ___ _ DATE IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES GEIGER CT. / LANDAU CT. -PLAN ANO PROFILE STA. 10+02 TO STA. 13+89 AND STA. 10+02 TO STA. 12+58 OWN BY: DRW CHKD BY: NAB RVWD BY: ORD PROJECT NO. 3887-C DRAWING NO. 405-7 I 120 303 • C :E G') I ....... 340 ~-----~-------------,~-----------,----------.~------------,--:3<!.fl----------.------------,-------------r-----------,-------------,---'----------r--------------,r-------------,------,--! ------,t--+-------------+-----------+---------------,-.. ·--· -------+---------------,11----co_N_s_T_Ru_c_T_18_7_.o_o_L._F_. _o_F_4-+-'PYC __ c_-_9_0_0_._c_L_-2_oo __ P1_P_E---1 J ------· ------· -·----·-· ------------+-----------+-------------+-------------+--------------------+---- t--------------+------------t--------------+----------- ----i----- - --- - ---------------------+-----------+--- RESTRAIN A L JOINTS -------,--------------+------------+-------------+-------------+------------------------+---------------+------- ,Q (0fso1 ------------BO 0, 330 "' -t< --t< -' ~ -' ~Iv, u -t< ., ii. N .,, '-'-D"-' 0,..., D w .... ... .;. . ;o . I--I-_<( • "' .... ..., .... a. u-,-- 0, ..., "' (/) OJ I • .;_ I u u ._ !1' • WO> -i~ .,, N ZN ['!, -' a. -' -t< (/) -t< I -' -' (/) ..., ~ ..., "' D • I -' I ~ w --GO w ~ - ~ ~~ -t< --H -H a.> ~-"' D I~ 0 .,, 0 z 6 O<> -, -----------,__ 0 .... "' 0 <D ~ I • -... -+ . "' I "' I 320 . ... 1't. 0 0 ;:! 0 ;:! -w -' 0 I N -1y_ -Q_ -----__.,. -' N q < "" + ;:! fie < D 0, 0 -H <D .:;-(/) I-z "' ---i 0 0 :t (/) ---------.+ I-w .;_ ~ 0 (/) I---< --"" I-;o (/) < (/) 310 (/) " "'"'" z 1 )? EXISTING GRADE~ 0 ;:: -u // / :, / "' ----1// /// / ti;- / z -+------------t-------------+------------t------------------------------- - -------------------------,r------ 4-'---l--"=l-'-'--l---------------1------------l------------------ --.. -------· - ------------r-------------+-----------+-------------+------------1------------ -------------------------------+-----------+-------------+------------+-------------+--------- -------------------- - - --------+------------+-------------+------------+-------------+-- --t---------------+---------------+-----------+---------------------------------------+----------- -----+---------------,t-------------+---------------,t--------------+--·------ -------------t-----------+-------------t- ----------+-------l -------r------- ---------+-------------+-----------+--------- t-------------+------------t--------------+------------t----------------------------+--------------+-----------+-------------+-----------+------- -- - - -I---- . - ---------------+-------------+-----------+--------------+------- --------------+------------+--------------+-----------+-------------------+--------- ------------+------- ---· -----------------------------,t-------------+----------------,t-------------t-----------------------------+-------------u 300 ---~------------+------------+--------------+---------------------1------------ ----1-------- 290 -+------+-----------++---+--J-----'l-n------+---------+---------+m --------+----------+-----------1--------------t-----------t----------+---------+---------+-----+- ----------- -----I· ---- w ~ -ac -u <(~ • ------------+-------------+-----------+-------------+--------------------+-------------+--------- ------------------------ -------,------------+----------------,t---------------------------+------------+-------------- 280 +-----1--------------IH----.::."'+-------+----------+-----------+-iIB0---------1--------------1f--------------1------------+-----------t------------+-----------+----------+-----+ + ---+ --------------+-----------+-------------+-----------------------------------------1-------- t -- --·------------------+-------------+---------------~ --------------------. ·--------+----------------+----------·-------+------------ ------------HI·----.,-!=---------+-------·--------+-----------+-------------+------------f---------------------+--------------+-·--------------------+------------------+------------------+----i=' > 210 -1. _____ __L __________ __JJ__ __ ~v,=Z'-------:-:-'-::-:-----------:-::-1-::-:----------__JY-1&---------_j_ __________ __JL-. __________ _j_ __________ __JL-. __________ _j_ __________ __JL-. __________ _j_ __________ __JL-. ____ _,_ 11 +00 12+00 t:!QIES; 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOT£ 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON S ET j.\ SI a 0 .,. -EL ,,, u) 0) 'J 16" ACP WATER 10" VCP SEWER-.__ N 1993253.74 -..___ E 6247682.23 36" RCP SD 8" PVC FM (ABANDONED) I; I 11 ' 11 I t ~ ~" II I ,R: I ,...,1 "--·' I '-' " -~~iii1~ I i ,I I_ ' ~~~H~~~~fD3fD. RW PIPELINE "K" I L ~a:~ I I I I .J. '-\ I : I PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 STA. 10+07.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 11 +87.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 2" GAS -~ 18" RCP SD 24" RCP SD TEL GAS END PASCAL CT. PIPELINE "p" STA. 11 +89.00 -END CAP WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 N 1993071.48 E 6247724.08 1 O" ACP WATEf< 6" VCP SEWER LATERAIL 8" VCP SEWER CABL ,(j ,,-,d--'; !:S - I I i t "-8" ACP WATEr ERVH TL \\: -'\ \\ .,kl:lff"o-t""1cRAJ I O /i -1 ~( ~ ,-!:.~:.~~~·- STA, 11 +85.00 -1" AIR VACUUM VALVE ASSEMBLY I PER CMWD STO. DWG. NO. W7 2• GAS LATERAc 8" ACP WATER SERVICE f 4" RW 550 ZONE 2 PIPELINE "p" ss L 8" ACP WATER SERVICE 0 FRI, JUN 27, 2003 06,48 P P0083821 SHEET37 Lc\PROJECTS\741 778\SHEET37.0WG X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP06-2.DWG, X-PASCAL-AIJGN.DWG, X-PASCAL-PRO.DWG, X-RUTH-AIJGN.DWG, X-PRIEST-AIJGN.DWG, X-PROP _UNES.DWG PROFILE HORIZ . SCALE: 1 "=40' VERT. SCALE: 1 "=8' RECYCLED WATER SERVICE TABLE NO. STATION 10+91 2 11 +69 2A 11+ 83 2B 11+ 81 20 40 SIZE STD. DWG. 2· CMWD 2" CMWD 1" CMWO I " CMWO PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE NO. W4 NO. W4 NO.W3 NO.W3 ACCT. NO. 8301170 8301000 NEW NEW 160 • "AS BUil T" P.E. EXP. DATE wl~: ~ /r ~ --y ~ ff),M•O'f INSPECTOR DATE /i\ RECYCLED WATER SERVICES cm CITY OF CARLSBAD ~ J A .... A -/' 7 ENGINEERING DEPARTMENT 4 • IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES ' PASCAL CT -PLAN ANO PROFILE STA. 10+02 TO 11 +89 APPR ~VE~_,,WILLIA}_E. PLilll.~ER ,ll,' ' -~ 7-t.S~a3 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: DRW I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: NAB 3887-C 405-7 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DRD .. 120303 350 --+ j CONSTRUCT 78.21 L.F. - CONSTRUCT 1013.79 L.F OF 8" PVC C-900, CL-200 PIPE OF 4" PVC C 900, 350 340 330 RESTRAIN ALL JOINTS CL-200 PIPE -_J + J (Av) 0 JsoT + -t ~ _q f-l .., co z "' a:: -H 0 -H a:: -H 0 -H -' Lu .... -H ,! u 0 0, ~ -H 0 -H u ~ -' -' 0 Lu r 0 0 .... <D Vl r--.... -Vl .., .... -' l!: r--~ .... 0 co ~ .., Vl ."l_ _'j .... -. ;,, ~ ., _.,,_ a, ---------------- - - -- ----g ~ WC".'.,11-lg -u "1'""' .... "1 CL ~i -CL -< -"' ~ Lu Lu -CL N Lu I ,c( {) g Vl "'u ~ u g: I u -~ "' • t u! 0 u 0 • I ------------::, ,,._ r -rr I -- - ------- ------" ------------'"' " -I--J ~ OCl_ I ---"' -Hit; I l i= __j CL CL -H I 00 __j -H Vl u _;. _; u -' • -' _; ~ I -(.'.) -' • __j I -" -H i< ... -. --z ~ . ...., ~ ... ------ ---. .... - 8 -N -+ 00 ~ cee1 -H . . < a:: .., .. :!:!-.., U') ----aa ~ . . . > r--~ ~-r ::. 00 :;,; > <D > ~ _,,., N :,; ~-U') r----I------------------ ---~ I -- ---------------r ·----I---<0 z w +>--z-z z -+ • z • ' l!: -,-. ·-N "' + 0 ± <O 0 0 r--0) --... <O -N N + ' ' -00 ,_ < -CL 00 . o. ' , g ..; Vl ~ I U') > I .,· 0 ~ ~ ----------- - - -----~ ~ -H --H ~ f---~ ---- - --r ~ ·--~ N w . 0 U') --Vl ~ -' 00 N + ... + -H ~ -H + Vl ~ ---->---e ~ --Ill --------- ---1----"I -I--0 w CL + 6 -0 -Vl <D N Ill CL ,_ --+ -:c 340 330 ---------------+ - -:>:, < i" i i" -"' ,_ --Ill Vl -Vl 320 Vl -----w Vl :;; ,_ Lu Vl < w ci. Vl ~r~ / ----------I------. -. --~ -z I--0 --------I------- - ---- -c3 --0 ---+ OJ 320 ------I------·------------. --- --=-- 310 300 EXISTING GRADE, N - "" / / \ < \ V) ---. . . --I---·u.007~ ' S-0.011 ~-w l -----·z-S-0. 050 ~ -~ N _J j . -I---~ -' -----.,, S-0.0126 g :c 1--- - ---------~ 0-s~o-~' -1--(.). / ~ -' I:;;: _/ I ::::E --l S=-0.0461-:r 0 -r -- --- - - - -------- ,_ > rS=-0.0216 z '= --------------~-- - --0 310 300 rS=-0 0916 G ' -t ---------·---------------- ----------------- -Lu " z z ----------------- --------------------------------- ------------------ ---- --. --. --0 .... 290 280 0 0 0 0 0 0 "' ;,. :-0 r--.., + 0 -- - - --------a <I_ 0 0. -::: -"' -"' 1--0L a,__ < .., < N < N ::;, ,_ . ,_ . e------------------·--_;---,,, ...r-"'..., Lu Lu Lu ----CL > CL> CL> > z > z > z NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 50 FAAAOAY AVE. RW PIPELINE "G" SEE SHEET 23 \~-~ 'i 1 I 0 0 ;:: U') -0 0-~ .., ..., Lu CL > > z 11 +00 ll.l>I---TEL PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 24" RCP SD 0 0 0 _ _+ ~ f-N --0-t---~ .,., + = -"" CL > > z 12+00 13+00 14+00 I \_,s• RCP SD 12" RW FRI, JUN 27, 2003 06:49 P P008J821 SHEET38 ~\PROJECTS\741778\SHEETJa.OWG X-REF'3, COC-BDR.DWG, XUTILS.DWG, TOP06-2.DWG, X-PRIEST-ALIGN.DWG, X-PRIEST-PRO.DWG, X-FARADAY-AIJGN.DWG, X-RUTH-AIJGN.DWG, X-PROP_LINES.DWG ----- - - - 2 66 0 20 - - - - - -------- I -t -- I 15+00 PROFILE HORIZ. SCALE : 1 "=40' VERT. SCALE: 1 "=8' NO. (D (J) 8" RW 550 ZONE PIPELINE •o• PLAN 40 80 GRAPHIC SCALE ---------- ----------- --- ----···· -- ------ - 16+00 17+00 / 13 65 ------ - - --1---- ------- ---~----------------- -I--- - 18+00 STA. 20+21. 79 -8"X 4"X 8" CONNECTION TO RUTHERFORD RO. \ PIPELINE "K" -STA. 56+98.90 _\ N 1993722.29 E 6248307.94 I I STA. 19+80.00 -2" AIR VACUUM -- 19+00 STD. OWG. NO. W7 ,.;-,. ~ l!: u -' ;:: I CL .. i:o-ii ...,. -"' r--,.; 0 0 -0: < .,., N 0 ::;, + "--.J--0 "' Lu N Lu 290 :'-. :,: ~ CL ::, > ,_ Vl a:: 20+00 280 32" RCP SO 4" RW 550 ZONE RECYCLED WATER PIPELINE CURVE TABLE VALVE ASSEMBLY PER CMWO \ RADIUS LENGTH DELTA 683' 153.48' 12"52'30" 683' 506.18' 42"27'45" I I 160 TANGENT 77.06' 265.35' 'o 1 0" IRR SLEEVE RUTHERFORD RD. RW PIPELINE "K" SEE SHEET 34 8' PVC FM (ABANDONED) CABLE LATERAL "AS BUILT" RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. OWG. 1 17+60 2· CMWO NO. W4 2 17+77 2· CMWO NO. W4 ACCT. NO. 8304800 8304890 P.E. ___ _ EXP. ___ _ DATE REVIEWED BY: l:J.) JR ._ _ \ ,,, / INSPECTOR IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PRIESTLY DRIVE -PLAN AND PROFILE STA. 10+08 TO STA. 21+00 AWRQ,VEQ WILLIAM E~P u MER t---+----i-----------------+---+---,1-----i----11~_,,u,~-~-~~~-~~~-~·._;f!'~.~~~~·~•~•~•~•~,~e~~~ 7-/.S·OZ 'DEPUTY CITY ENGINEEPE 28176 EXP. 3 31 06 DATE t---+----i-----------------+---+----il-----i----1 DRAWING NO. 405-7 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: DRW CHKD BY: NAB RVWD BY: ORD PROJECT NO. 3887-C 120303 w 00 C :e C) 0 .... ..a. .s:. ..a. 0 ,,::.CJ'I I ...... 350 ---.-----~-----------..-----------.------------_-.------.-------L.-----------_---._-_-_==----_::-_==----_:::__-_--__ -_-_,.------------.-_--------------,--------------.---------------.--,----------,_--------------.-------~1 350 cm STRUCT 342.07 L.F. OF 4• PVC C-900, CL-200 PIPE CONSTRUI 309.96 L.F. OF 4• PVC C-900, CL-200 PIPE 320 310 0 + ,._ N ..; tn w :c: 'a ---+--- s-0.0079 - -- RESTRAIN ALL JO NTS RESTRAIN ALL JOINTS ---------------,------------it----+---------+--- I 340 -- -------------------+------, - V :5 0 z --t------------+-------------t-------- --- --- -------------------- -----·-------------·-----+------------+-----·----------+---------------• - --. --------- --------------+------------+-+-<-----------+---------------f-----------------1----------------+-------------+-------- 320 310 ~ JOO -+-----; ,;.~;;..-------t----t-------------+------------+------------+------------+-----------+------------+-f-'-1----------+-------------t------------+-------------t------------+------1-300 --------ll-------------+------------,----------------,------ ----+-------------+------------+-------------+--------------------- + ------·-------------+-----------+---------------; ~ - - - - f- ~ ~ - NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5_ I ~ I 11 00 "-..___J/1_ s . -------"--.. ' ·s 4"'FS 8" PVC FM (ABANDONED) s .................. 8" ACP WATER SERVICE STA. 21+65.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 -6" VCP SEWER ,u LATERAL RECYCUED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA a> 683' 506.18' 42"27'45" PARSONS OFFICES IN PRINCIPAL Cir/ES 110 WEST "A" STREET -SUITE 1 050 SAN DIEGO. CA 92101 -619.687.0400 TANGENT 265.35' 4" RW 550 ZONE PIPELINE "Q" GAS LATERAL 18" RCP SD LA PLACE CT. RW PIPELINE "R" SEE RIGHT lgn 2 66 'I ,99.,.80 STA 24+42.07 (PT) -90' BEND RESTR MJ X RESTR MJ N END PRIESTLY DR. PIPELINE "Q" STA. 24+42.07 (PT) -90' BEND CONNECTION TO LA PLACE CT. PIPELINE "R" -STA 9+99.04 N 1993630.80 E 6248711.38 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' STA. 9+99.D4 -90' BEND RESTR MJ X RESTR MJ • I I 2" GAS ---.i-J..t.l RECYCLED WATER SERVICE TABLE NO. STATION SIZE 3 21+86 2" 11 +01 2 13+03 2· 3A 13+00 STD. DWG. CMWD NO. W4 CMWD NO. W4 CMWD NO. W4 CMWD NO. W3 0 20 ACCT. NO. 8302159 8302130 8302100 NEW PLAN 40 SCALE: 1 "=40" 80 GRAPHIC SCALE FRI, JUN 27, 2003 06:50 P P0083821 SHEET39 L:\PROJECTS\741778\SHEET39.DWG X-REFS. COC-BDR.DWG. XUTILS.DWG. TOP06-2.DWG, TOP04.0WG. X-PRIEST-AIJGN.DWG, X-PRIEST-PRO.DWG, X-LAPLACE-AIJGN.DWG, X-LAPlACE-PRO.DWG, X-PROP _UNES.DWG I 160 - ----+-----------+------------+-----------+-------·-- 290 --- -----------__ ___, ___________ -+--------------+-----------+-----------< ----+------------+------------+-------- - BEGIN LA PLACE CT. PIPELINE "R" STA. 9+99.04 -90' BEND CONNECTION TO PRIESTLY DR. PIPELINE "Q" -STA. 24+42.07 z -<-23~~~~iiiiiiiiiiiii-i( N 1993630.80 E 6248711.38 1 O" ACP WATER 8" VCP SEWER 6" V LATE --w--v-- LA~CECT. I I s---s-µ _;.. - SO "46'44"E 12+00 ""' =::::ile!l:9£::::===h == -,, 24" RCP SD ELEC LATERAL I 8" PVC FM (ABANDONED) 4" RW 550 ZONE 1 o• VCP SEWER 8" ACP WATE SERVIC o STA. 13+05.00 -1" AIR ~ VACUUM VALVE ASSEMBLY PER CMWO STD. OWG. NO. W7 I I \ I I PRIESTLY DR. PIPELINE "Q" SEE LEFT STA. 13+07.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 I I \ END LA PLACE CT. PIPELINE "R" STA. 13+09.00 -END CAP WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 N 1993322.41 E 6248742.59 2" GAS f 6.L413,B P SEWER RAL -- "AS BUILT" P.E. ___ _ EXP. ___ _ DATE 1()-/-f•ot DATE RECYCLED WATER SERVICE ~ 1----f---++------¥---+--+---+---+------i ~ CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 114 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PRIESTLY DRIVE / LA PLACE CT. -PLAN AND PROFILE STA. 21 +DO TO STA. 24+42.07 TO STA. 9+99.04 TO STA. 13+09 MMER 1----,,----+----------------f----+--+-----+------i 1-4~~ f,,~~',?.;-~~~~"'=:=--=-= 2· 65-aI 28176 EXP. 3 Jl/06 DATE DATE INITIAL DATE INITL>IL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: DRW NAB ORD PROJECT NO. DRAWING NO. 3887-C 405-7 120303 C :e G') 360 -,-----,-----------.,.,-------------.-1---------.------------....-----------.-------------,-----------,--------------.-------------,----------.------------....-----------.----~1 360 -~-t ~ CONSTRUC 1097 L.F. OF 16" PVC C-905, C -235 PIPE I 1-------+---------------+1-------------t--------------j-------------+-------------!------------+-----------'------l------------;__-----------'------------+--------------,------------i ~ I -+----------- -L ---L -l AV_ t------+------------¼f~v-"'r"----c, __ ~~~::.r-~.~~-------l-------17il""----f-7.J;r----------j--------------::~n-1---'----------f----------------lr------------f------------J------------+------,.-sr.;:,~,----+----------+------l--350 OI --. ~ w,-... ~ C/l,q-oi ----------1----· -----------·-----___ _,_ __________ j.__ --------t-Q..1- en w <! ~ j_ ~ r-----------1- ,.., _j w. ·-~ Q --_J -----------___ _,___ ~'I-"'·-,_ w ....J +1 t ....J • u ~ -,.., W ~ ._ ___________ -----------1--------------1-------------+------------r ----------- -CC W >------+-----------~~f,;,,.·__ ~ e -~~ ____ ..,.°'---!+--------------~ --------- ---------+------------1--------------11---~~ , "' --,, 1--J ~J,,.I= + (0 ,.,.., +-------+----------..'flf+-+---el-e~-=+----+----------S,+----+-~--------+-----------=-:i+-----------+----------+----------+-----------l--------------l-------1"'~-----+-------------I-,;,:------340 11 0 --Vl ~ N -+ + ' I-· -----+ -------+----------@ 1--------------1-------------t-------N --------~-!,f',ia.-;-i---+_t;;+--~ u,~,f---~ -++-----------+------------+--------------------1---------·--·----------------+------------1---------'+nl---------1-------~ ,_ en en t::i w :i:: + 0 1----------l-1-----------1--------------'-------------l----- -----·-·---------+-----------+-----__,.,.l-----+-----------------4~-tn - t;:; U') -I---------+-----------+-------------1-----------~ -----------------------w 330 +-----t----------iflf--t-+-t-+---+-------t---t--t--------+-----------*----------l:-----------+-----------+----------1----------+------t-----+----------~il.a.J::,_ ___ -J-330 - / 320 -f- --1-- 310 ---------+-----------~ + . ~-------+ ---1-- -------I-------------------+---------+ I . --·· --I--------------------+-- 1-----·o 0 --+'f-- - -, EXISTING GRADE -;-t-----~--1----------· L .. -----------+-----------+-------1------+------------l ..... N -~ I ' -1-- L S 0.0067 -L -- ------------------+------------+-----------1--- --------------------------------11-------------f----------+--------- - + .... _j :<( (/) l.&J :z- _J ~ 320 L~, ---+-~ 310 . w 300 -t------+----------+-----------t-------------+----------+-----------+------------l----------+-----------+------------11-----------+-----------+-----------=1-------l-300 > z 1-------+-----------+------------------- l- t- I ------------+----------····--1--------------1-- ~ - -________________ ,_ ' : i -f -----T -----------+---------+-------1 290 -'------'------------'------------'--=-------------'------------'-----------'-------------'-----------'----------__J_------------'L----------..L.-----------1...------------'L------290 ----------------1r-------------+-------------+--- ---_____ ._ -------------------1- 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 'h I I ' ,! " "-" ') 1---!-.L/ <:- ,{JI / II G~ /ft',:,; I I I~\~ +/ l ~I I <,1Ji1:uli¼, rPff .,,'6 lt n I l PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FARADAY AVE. RW PIPELINE "G" SEE SHEET 24 STA. 10+08.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWO STD. OWG. NO. W7 BEGIN EL CAMINO REAL PIPELINE •s• STA. 10+03.00 -8"X 16°X 12· CONNECTION TO FARADAY AVE. PIPELINE "G" -STA. 98+21. N 1994862.93 E 6248401.63 CABLE LATERAL FRI, JUN 27, 200.3 06:57 P P00B.3821 SHEEr40 L:\PROJECTS\ 741778\SHEET 40.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, X-ELCAM-AUGN.DWG, X-ELCAM-PRO.DWG, TOP04.DWG, TOP06-1.DWG, X-FARADAY-ALIGN.DWG, X-PROP _UNES.DWG 0 20 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' 16" RW 550 ZONE PIPELINE r PLAN SCALE: 1 • =40' 40 80 GRAPHIC SCALE ' y 2 66 160 -_,,..,-----Z066. 2 8' NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. SEE SHEETS 93 AND 94 FOR TRAFFIC CONTROL REQUIREMENTS FOR PIPELINE CONSTRUCTION THROUGH EL CAMINO REAL AND FARADAY AVE. INTERSECTION. 4. SEE NOTES 36 ANO 50 ON SHEET 5 REGARDING UNDERGROUND TRAFFIC CONTROL FACILITIES AT THE FARADAY AVE./EL CAMINO REAL INTERSECTION. -~--xcr--~---..---=--'I-, ~-c-- / 0 -A -----.. ~ .±. ef---o.t~) 0 ~ ~I ' / -7 1-') --~ '-,_ y '"""' b~ ~~~ -1 -,,---,-(,:_ j--"\: -f-✓ 1-_, \ ,/ "AS BUil T" P.E. ___ EXP. ___ _ DATE ID!:.: INSPECTOR \'fkr "AS BUILT" fsHml CITY OF CARLSBAD I SHEETS I l----+-~tt-------E---------li--+---1--+--l ~ ENGINEERING DEPARTMENT 114 :::::::='..::::=::::::::::::::::::::::::::=::==:::::::======= DATE INITIAi. DATE INITIAi. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES El CAMINO REAL -PLAN ANO PROFILE STA. 10+03 TO STA. 21 +00 APPR~~~D 11'.ILLIAM E,.J-1,LJYMER ,dt//7'4.,, r': ~---•• > >z--= 2-IS-<23 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: DRW CHKD BY: NAB RVWD BY: R PROJECT NO. 3887-C DRAWING NO . 405-7 120303 360 350 340 330 320 310 300 290 >-- .. --~ IBO ,...., .... ;:_ -H Wo N .. ~ti -f.---------- ----- ---~ "' ;,: -g ..., r ----------a. _;I_ _, • _, !,o!__ -"'w f---- ~ > ____:.., I ~ r----------·--------------- 0 I :H ~ . -t' .. ., w -.. 1----------------- - -.,, <0 ~ r bJ + - - ---I---- :I: ::-<( t;; f - - - ----v, <( w Ir: ----- w v, f- 0 -+ N ~ ct' Cl) 1-- w -1--y ,, i r ~ .... f--..., _, w ::,: ~ - r t -~ I -- - --1---I---- _Q,0219 I \-f--- I \_ -s 0-0062 =-i 0 0 0 0 ..., ~ a, j ':;' ~ r N "'l N NO ~ 0 <( ..., ..., (/) ti _, _, w .w -~ -a. ~ > ::,: ::,: z 22+00 23+00 NOTES· 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES Of 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE Of 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5_ 3. PROTECT IN PLACE EXISTING MEDIAN IMPROVEMENTS AND LANDSCAPING ALONG EL CAMINO REAL. DAMAGE TO EXISTING MEDIAN IMPROVEMENTS AND LANDSCAPING SHALL BE REPAIRED/REPLACED IN KIND. SEE NOTE 45, SHEET 5. TEL 10" VCP SEWER ~ £_1 )\. + STA. 21 +34.00 -16" GV INSTALLATION PER CMWD STQ_ DWG. NO. W16, PO X PO STA. 21 +28.00 -4" BLOWOfF ASSEMBLY PER CMWD STD. DWG. NO. W11 8" PVC SEWER 20" STEEL WATER 8" PVC SEWER FM PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 - - -~ -. + --s 0.0050 - + I + I l + - 24+00 25+00 TEL 10" OIL FRI, JUN 27, 2003 06,58 P P0083821 SHEET41 L;\PROJECTS\741778\SHEET 41 .0WG X-REFS, COC-BDR.DWG, XUTILS.DWG, X-ELCAM -AUGN.DWG, X-ELCAM -PRO.DWG, TOP04.DWG, X-PROP _[JNES.DWG ~ ~ - - - - 0 0 0 0 <D "? N <( ..., -ti _, w -a. ~ ::,: 26+00 16" OIL I 1 CONSTRUCT 1200 L.f. Of 1f PVC C-905, CL-235 PIPE ' --- - I -- - ------ -·-------·---- EXISTING GRADE -I - j 0 1--- + t r 27+00 PROFILE HORIZ. SCALE: 1 "=40' VERL SCALE: 1 "=8' CAUTION! EXISTING FUEL LINES SEE GENERAL NOTE 48 ON SHEET 5 I I I I PLAN 20 40 80 GRAPHIC SCALE I I ---- - - --- --- - ------- -- --- -- ------- 7 28+00 I I I 160 -H w 0 ~ .,._: ;,: g a. u _, w • ~ -. -H " .-; ..., + ~ V, - - --s=o:oog-5 I - - - - .. I ' -+ + I T 29+00 DATE --- ---- GAS LATERAL - ---, - -----I---- -- ,- ,- -• T + ' 30+00 NOTE 4 7 ON SHEET 5 INITIAL 360 t ~ l I BO (Av) ,-g ;': ~10 ~10 ~18 .:;; 5 ~ . w w 350 "--a. ii: ' -~ > • -H ,._ m ~ <0 I i=' + :':' ~ 0 .... -H ~ 9.---~ <D "' 0 :< _, -> - GAS TRANSMISSION PIPELINES -0 ~ c1 "-"-1 a. a. ii: "' +..., > • > N ..., -;-1 • ..., _, w ... ... ~ > N m ..., a, > r, (/) ~-I z -o• g ~ t:.~ ~ ---H "! ::,: -H ::,: <D .,, ..., 0 -0 N-+ a, + o_ Ol ---d--,.r. _, I-W----e 1-- (/) -,. (/) -,. -• --- ~ ,- / // / -f---_/// - -m ;>=-0.02 ' ~ - 0 .::-------_ • T';, JL S=-0.0696--' - + I 31+00 -- 1 32+00 STA. 30+68.28 -11-1/4' BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W1 5 S49'26'53"E 12_81' STA. 30+81.10 -11-1/4' BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 =t: )../ -----1~t~~ -~ r-~ --~w- -~ ..., _, w ~ . ,:o _ ,,,~ 1c Tl--_,_ --T- -T-- - --w---w--= -w --= -w- N 340 E :I: -v,---- 1J;I w ,-v, 330 'O 0 1 + ,,, ,,, ct' V) 320 w -z- ~ (.) I:;; 310 ~ - 300 l 290 ~ J ~ 'o w ,~- :I: (/) ~ C INSTALLATION PER CMWD STD. ..AS BUILT .. DWG. NO. Wl 6, PO X PO P.E. EXP. DATE R1Jl~ BY \ (1 ··-, .... / iD -1-4-of INSPECTOR I 1 DATE ~ CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES EL CAMINO REAL -PLAN AND PROFILE STA. 21 +00 TO STA. 33+00 APPROVED WILLIAM E.~ ~R ~-·· ~< •••• ,~..... 7-t'i-a.'l DEUTYCITY ENGINEER PE 28176 EXP. 3/31/06 DATE DATE INITIAL DATE DWN INITIAL BY: DRW PROJECT NO. DRAWING NO. I I CHKD BY: NAB ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ORD 3887-C 405-7 120303 340 ' ----e------ CONSTRUCT 818.35 L.F. 0 t 6" J t -- -- - 330 320 1j t1, ... u --' 0 w >----rn -':at "" ~ -1-----~------ - -- - - - ;,: "' w I "" I r -v r------- ------~ ------a. --' ... ... u.., c,: "' - ---N -------, ';,; !;, "' ~--~ _,., -;,: -----~------ --------+ -"' -..., • .., . . . ~ ., ... I l.a.J (/) a:i ... -w - ---------~ - -r--------::c + '!,i ,,., + ----· ,,., -w---~ ---------------------I-~------------------f- 310 300 290 280 270 f- ~ >--- ~ I I I w (/) -· 5 ::!:. I") < s,, 0 t---. ~ -06,: (/) N -0 w ..., -_j ~ w ~ > j -~ -- I I I I I I ~ - >-- 0 0 "' ,._ -+ ..., 'N ..., <C"' >--N -.,, --' .w CL> > z <C Vl -r - --- - • 34+00 PARSONS OFFICES IN PRINCIPAL CITIES 1 10 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 -- --- WED, AUG D6, 2DDJ 09:29 A P00496D1 SHEEH2 L:\PROJECTS\ 741778\SHEEf 42.DWG - ------->------ t t I -------+---- I ------- - ---i - - I 1 35+00 -- --.. ----- - - (EXISTING GRADE - ' -,-- --0.0230 -- - -----r --- 36+00 CAUTION! EXISTING FUEL LINES SEE GENERAL NOTE 48 ON SHEET 5 I 37+00 10" VCP ,SEWER 20" STEEL WATER 16" OIL 2 16" RW 550 ZONE 66 PIPELINE "S" NO. (D 24" DIP WATER 10• OIL RECYCLEO WATER PIPELINE CURVE TABLE RAOIUS LENGTH DELTA TANGENT 1985' 85.42' 02·27'56" 42.72' 1100' 81.05' 04" 13'18" 40.54" X-REFS, CDC-BDR.DWG, XUTILS.DWG, X-El.CAM-ALIGN.DWG, X-ELCAM-PRD.DWG, TOPO4.DWG, X-PROP _UNES.DWG PVC - -- C-905, CL-235 PIPE ~ ... 0 ,;J "' ci l2 ti a. "' u ,P. ~ N -r --' --' ..., "' w w < -~ ;,; r, I (I() > "' ,._ ..., --< >--- ,->-- >---r - + u - --- I 38+00 -~-- -,- 1j ;:, ~~ ~o ;'. ,::;j _;,: ....: 0-~ w (I() "' ' (/) '~ a. <n + "' a. --' • --' ..., ... ~ w 0 w ~ -..., < ~ "' • ~ s:: r, -~ + -"' 1 > < ~ N V, "' + a:i - + .., _-<f. ,,., t;; f-~I-r (/) >--- -1--->----f-~ -~ -1-- -~ - 7' - -- - .n ~ ~-~ r--::::: r---..... ~ - s;-0.0213 I 39+00 PROFILE HORIZ. SCALE: 1 ";40' VERT. SCALE: 1 ";8' ,- lfHI 0 .,; -o [ "' + "' --' ..., w < r, ~ > >-- -I- e I/ ~ • . ~ ~ 40+00 STA. 39+84 0 CAUTION! EXISTING 30" HP GAS LINE SEE GENERAL NOTE 47 ON SHEET 5 YCLED SE NO. STATION SIZE STO. DWG. ACCT. NO. CD 33+28 1 " CMWO NO. W3 8302750 PLAN SCALE: 1 ";40' 0 20 40 80 GRAPHIC SCALE & 160 -,AV) 0 ... 0 -, r f: t;; -o a,-,- "' ,._ u • N .. --' w --~ ~ _;a_ > - - - -~ -~ <;-0.0189 -' S;Q,0096-U - I 41+00 l;/tJ. /,/#,/4/; (EC) -90' WITH THRUST BLOCK PER CMWO STD. OWG. NO. Wt 5 w :::, ,~ >--V, (/) 5 "' ..-' = • >--(/) 0 ,- w Ill---' (/) ' ~ ... a. ..... 0 "' z ,._ .... ,. ., --' --' > -0 w "' a:i + ~ (/) BEND ------------------- ------- ---------- t I i ~ I t r ~ r I I ~ ~ ~ ' ' --------- - --------------r---- ----r ----------------- ------------• --------r· -- ---------r---------------------- - - - - - - - - - ---- - --- !---------~ -------------- ----- - - - - r-- -------------------- ---- ----------- ------· ------··-------------------- ---·---·------------ ---- -------->------->--- >---- ----- 1-- r---- -- •--- --- r- ---1---r r -- - - - - ----t ---------- e-------------------t ----------- r ------------t-- ----- ---->-- -------1-------------- - r----------------------· ----··--- ----------- NOTES: t. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF t FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE SEE NOTES 38 AND 39 ON SHEET 5. - 3. PROTECT IN PLACE EXISTING MEDIAN IMPROVEMENTS ANO LANDSCAPING ALONG EL CAMINO REAL DAMAGE TO EXISTING MEOIAN IMPROVEMENTS ANO LANDSCAPING SHALL BE REPAIRED/REPLACED IN KIND. SEE NOTE 45, SHEET 5. I f f 340 330 320 310 I ' 300 290 280 270 P.E. ___ _ EXP, ___ _ DATE INSPECTOR IQ·l-'f-oq DATE AS BUILT ~ CITY OF CARIBBAD I SHEETS I l---+-+--+--------1-------t------t------t-----t--------J l,±U ENGINEERING DEPARTMENT 114 ::==:..::::============--=== DATE INITIAL DATE INITIAL INmAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES EL CAMINO REAL -PLAN AND PROFILE STA. 33+00 TO STA. 41 + 18.35 APPROVED WILLIAM E. PLUMMER ~Ii• I'. ~-,., EPU CITY t NGINEEP28176 EXP. 3/31 OWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB RVWD BY: DRD 3887-C 405-7 120303 ' 300 L 1 CONSTRUCT 9 f,09 >------+ - - . -·---------+----t- -----------+----- L L.F. OF 4" PVC C-900. CL-00 PIPE 11 CONSIBJ1CJ_J.07 9 I I E QE _ 8" PVC C-900. CL-200 PIPE RESTRAIN ALL JOINTS ~ 0 0 300 . . BO AV J -I BO I -LAV J ~ ~ BO !BO -;SJ 290 -+-----+-----------!---------~ .-b-,-f'>f'.:-------·---lf--;;w:;r-H:;:;--:-,t=-H,---;:w;;r.:-Hr:-'::;r7<171r+-------7WG:if'.l-H:r---:_,:h-Hr-----------lf-wG:if'.l-H:r----::_,;r.-Ha:,--_L,JL-f----;:w=-H.-::-,=-H;----7u::;r.:;-H,nl;r-H:;:;-----------r,ib:,--=:_,rr:-Hcr-_.::,,,y<'.'.-______ l-----,-w=-H~"'~w"TT,,T,'\l"nT_-.,l,=;4-•'°""-HJ.=,=.1...-r:a-Hu-a,r •-H:.:,-_,.,,..r:,-...+,..._,rr-H=w"'-Hd------+-290 >------+--------------~~ ---~ r~ -~6 ~~ a t-r~ ~;,._ --U.-~I~ ~I: ~~ ~~-~ ~~ ffi -~ -~~~>1~"'s;--·""~t!''°'!lt-'""tr:'.:'-1t---"'l-11,'.:'.0"t1-,-'.a'w,h,~.;;·-+~<~~,., ~ ~£ft~~~ f------+------------>--- >------+-------------------- ::, N __ -+--lii...,;µ"'°,._~·>-.11-',"'"'---.,w;p"~"'-;-1;1--',"1\-+--------ew;jf"'-'~..,.c__~,~ f:. ...-~1-;-w "it" ~"'ij<"""'-----1;5~"'.,,..,L,ff<..,."----------~w~..,."'---'':"~..,.'---I---...J \11 __.ilC: • 1 =it: '11t • 3: IO I ...: _...OJ~ n:: '--'---::::Jl-'----1------_ .J.-,-,, N _ ~ _ .Cfi ~ -"-(/) N j::!; 1---,..-, I ~I-I _ N W N ~ ~Jll NUl~ ~ • -H I "' Vll U O a_ +tUl :,; -' ---+--la"'ol"'ci'-l<>:nl"ci'---,"'n!"ci'-;oo:".f-_l-l-j---ct:: i::j ct:: .--:-! ct::: ;"."{ Ct: ,--:-! ct::: ;-:-! Ct: ,--:-! 0::: ;-:-! ~ ;-:-! 0::: ;:-! ...J 0 ...J I +I I +t ~ ...J a:: ...J U ...J -....J z ...J ...., ..... ..... ..... ..... ...... ...... ..... ct::: w __ ~ w __ -cT,_-:i i....:.. -u: w __ o w -~ w,.__ t'> <I~ ~I~ <I~~ ~ <I~ §;~ <~ -~¾_ _ <> --~ ---ai~~•;;;,-;;__lj'l,l=>;____ <:> 3:1~ 9;;:> ...---Htn -H l(5 a_> u,_>1 > ~ Q>.~> z --u N lJ -I-~ ~ ~t.i -~ ----·---;; ~!lb---1----------1--r ~ -oo--: -1-~I-{: ~ -Q; ~ ~ ~-+1....-_g;, ~ 5:.. ~ L . .,... CX) "'f CX) ~ ~ :, oo ..,, <C O ~ :i ~ .. 280 -l-------+-------------l---------.i:++-1+-!-------------+-~~~_....>1;1----t~E51---::+-=i+-t--------~~if----~'~··t-----------+~~if-------~--;!f-•---1-+--~~g;i..._....·is!J----~·<!---;!!----------...g~1--~->;!f---J.-------+----,+-,-..;t;.fc+l~~tt;J-~-+-~..,.+--+1-::+~,;i-~-+~-~----l-280 ~ Q.. :'.a: ~ o-:'.a: it: ~ 6: < 6: <( Q.. .,... (X) (X) <C N ~ cl ~ w o -,,......-1---..+-~+_.,.l---=t-+---------.,:-l---.-.+------------tf-.--1------,.=t----+---tl---~ • '1--:J:I --~·t--.,+--t-------+-----<!>f-~..+-=i-.""'* ..... r:-.,... ..... -ti I: t---- jj LO r:JJ tO r:JJ < C0 <O 00 tO 00 t0 +I (0 t0 111 .:::.<en~ I I t-L&.J ~ + T I 1 -tr +-----y I ----+-..+-,-- -I I I -~. -~ T I --1------1-~·1--""'"l,• _ .... ,,,__i--;_.,.. 1--1-cai-,-l • tO ~ L~ Q_O) '-::' + -H + Tl ...L,. --=--!=--++-I-----------1-----+<l--1----.,.,-MI--1--<----j,.i.--,ttl---_i-.,,1----.... -+ ~ ---+It--I---~ ,_ I----.,., -1--f-~+rn- -~~*-i .... :+H-----------__ .,__ i L-g+ ~· i--· -~ ~--!! +---~ ~ ~ m lf) 0 ____: -~ 1-Hl-+l-+-,,9~-t-,,,..~l--~l--+--i!!+-~m ~-cn cn ..... t0 r-. a, o i.o • lf) ---i-= ....-"'t-0> en (/} a 1 ..,,_,- 270 -t-----+-----------l---------~::r--H-+----------+-~-'t---+--:+-l-++--------_N+l---~:~-----------lf-_~+l-----....;++----J.-+---:tl--,i+!;l-----~;,:;;i....--11-1------------':::9-_~+t---+------+---...:.'.l--++-+-+H~~;J..-l---:;i.._..:.+--f--i°':.1--~°'4--1~~*.,:------I ~--+-J.--< ~ ~;t---,,,,_ef---t-++--------:<1--.d----------+c«t----.-,+----~l--+---:1....-_; L ~ .---~ ~ ± .c( m C/1 tti ti; t,; t-~~ -i=-..... .,0° ,. ---'---'----1-----' >--+-+-+----Ul"+----f--+---«A Vl _ Vl Ul T f--------------------------1-------- >------+------- f------+•---- - - - _____ ,_ - 270 . --+----f---+--t--+--+-+-+--l--+--l---<--+--+--+-1 O- N .~ t---------+------------+----------+-+-!-+- / ,_ I--t--"-I---->-l ~---------+ --·---- 260 -+-----+-----------+--------U // --1---- / , EXISTING GRADE / I" L~ 0 ~!-· ----11 260 ~ (/) -1--µj w -z I • ~1--:::C-~L-----1 :;. >------+-----------·------ - - -----+-------------+----S -0.0121 >--------<"------------+------------' -S:;,._O, 250 -+------1-----------+----------+------1--------=:$J >------+---------- f------+-------· ----------·-. f--- S->-0.0057 I - L - - _L - ,,_ ·u.0068 -----------<C----- s - -0 - T 250 0.0140 S-0.0098 I '--S 0.0482 ~ L rs. 0 >------+---------------·-- - - --o ~8 _,_ f------+-----------+-----··----------------· ·----L Q 0o o Q a a ...J o 240 -t-----+-----------l-----------+----~4-------1----§-1-------+--------'0§j---l-----------+--------'~--l-----------+--------...lO~-+--_JO~-------l(----------f-+~O~-o I I 240 ~ B.1__ f6 ~'"''!---+-----------_ _ ;:;3 .-~ N Q~ +I ~.,... -H --,--1W -t--+"!...--+-------------+--... +-tr----+ c-q-----=Fr -fl ~ l.&J -R I I -,,O~lf'? -n ~Iii? _;!1:! t01.0 1::::ai ...... o,.~ ~-~Z .,... ~u:i CTI,-..,. lf) c.,; ---------. ---• i--• --1;0 u,-.,..,. ..... ,.a;.--tJ> ~ -i.:,,---N .,,....-< v <v 4:N <N <N 00 • :n-W ,.., VlN <N 0> · N ..... _t=_ N _ _ _ t;_~ _ __ _ __ ., _ _ -·->-, +--+---------_ ~ . _t; ;.-~ "N + !:"-:;:Q.. + _t:: -.:!: 0.. .. -~ u, ci VI ....J v, ...J -tftl~ ·-·-· """"tllici v, _, ...., ._,, _J .._. ~ --a'i a:-::t-vi J-._,, a-=, ,w .w .....: . w --O::w -z uw _w o::w >-------+------------ >------+-·-·-... --·--+ 1 cf> _L..,_ a..> -------~~>--+--------------~ ~>~> I--·-----------------~1----------ia."1~~ O..> <Is >dozw -ct~> cic> :ii ■ ... ] 230 ...1.. _____ ...L __________ _.1 ___________ ...L ____ ~>2:·~z._ ____ ...L __ __,>~· ~z ______ _j _________ >2:·~z,__J ___________ ..L _______ __;~Z;__J ___________ ..L ________ _;>~-t!,zc_..L __ __;>~·t!,z;_ _____ _J _________ .i£>-l.JJ""~:za...!l:l~Ji;u~>-,L_j:,;;a!]!'ix,~z_;,,>c!," z:a.__]l:,;ll~~~a.L _____ L 230 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. SEE SHEET 96 FOR TRAFFIC CONTROL REQUIREMENTS FOR PIPELINE CONSTRUCTION I THROUGH ASTON AVE. AND COLLEGE BLVD. INTERSECTION. I ' ' 4. SEE NOTES 36 AND 50 ON SHEET 5 REGARDING UNDERGROUND TRAFFIC CONTROL/ , FACILITIES AT THE COLLEGE BLVD/ASTON AVE INTERSECTION . r • "" I ' ' 6,.'4J,OO()-/ / / / BEGIN ASTON AVE . PIPELINE "T" STA. 9+85.00 -END CAP WITH THRUST BLOCK PER CMWO STD. DWG. NO. W15 N 1993098.60 E 6242908.85 STA. 9+89.00 -1" AIR VACUUM VALVE ASSEMBLY PER CMWO STD. DWG. NO. W7 6" PVC SEWER LATERAL STA. 9+87.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 8" PVC SEWER RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS (D 311 ' l PARSONS OFFIC£5 IN PRINCIPAL CITl£5 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 LENGTH OELTA TANGENT 696.67' 128"20"56 " 642.60' I , PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' \ \ RECYCLED WATER SERVICE TABLE \ :z: NO. STATION 12+85 2 14+20 3 15+34 4 16+97 5 17+68 6 18+70 2 A 12 +67 6 A 16 + 95 4" RW 550 ZONE PIPELINE "T" RCP SD 8" ACP WATER SERVICE / SIZE STD. DWG. CMWD NO. W3 2" CMWD NO. W4 CMWD NO. W4 CMWO NO. W3 CMWO NO. W3 2" CMWD NO. W4 CMWD NO.W3 2" CMWD NO. W4 2{ RCP SD 8" ACP WATER SERVICE 0 20 ACCT, NO. 8305630 8305620 8305615 8305610 8312301 8305605 NEW NEW STA. 14+85.00 -2" BLOWOFF ASSEMBLY PER CMWD stp. DWG. NO. W6 24" RCP SD PLAN \ \ \ 2" WATER SERVICE 6" PVC SEWER LATERAL 40 SCALE: 1 • =40' 80 160 GRAPHIC SCALE FRI, JUN 27, 2003 06,59 P PQ083821 SHEET43 L:\PROJECTS\ 741778\SHEET43.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, X-ASTON-ALIGN.DWG, X-ASTON-PRO.DWG, TOP06-1.DWG, X-COLLEGE-AIJGN.DWG, X-PROP_UNES.DWG \ \ \ \ \ 12 65 STA. 18+97.09 -8"X 4 "X 8" CONNECTION TO COLLEGE BLVD. PIPELINE "w" -STA. 19+80.47 N 1993465.50 E 6243449.90 2 4" RW 550 ZONE 66 PIPELINE "T" STA. 17+40.00 -1" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 6" PVC SEWER LATERAL 8" PVC WATER SERVICE. 6" PVC SEWER /;,_ LATERAL Lb W R 18+00 '<. (,.k TRAFflC CONTROL PS (TYP) 3" GAS CABLE SERVICl 12" ACP RW ~~o 1 o• ACP WATER COLLEGE BLVD. PIPELINE "w' 18" RCP SD SEE SHEET 47 DATE INITIAL DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL II II' 1i 11, Ill I I f I I ~r : I I i I ~ 2ry { I I I + I B I I I I I P.E. __ _ STA. l 9+33.00 -2" BLOWOFF ASS EM BLY PER CMWO STD. DWG. NO. W6 a• PVC RW 18" RCP SD 4" IRRIG SLEEVE 6" SLE~ FOR TS 8" VCP SEW~ '-A~. 1 4 DIP SEWEt FM 16" ACP W"-TEP "AS BUILT" EXP . ___ _ DATE REVl1::= ~ECTOR L,pey fSHms1 L!!±J IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES ASTON AVENUE -PLAN AND PROFILE STA. 9+85 TO STA. 20+00 OWN BY: CHKD BY: RVWD BY: DRW NAB R :Z.. /.f'-'03 28176 EXP. 3 31 06 DATE PROJECT NO. DRAWING NO. 3887-C 405-7 • 120303 310 JOO 290 280 270 260 250 240 r -. --- - I ~ -I--t--- - u R<i 0 t-0 0 _±_ I--N ~ ~ > ~ I-------·---- I") ~ > ~------- Lu ld -I- :I: -· LLJ w u, --- - ~ ----- I----·- w LLJ ' :I: 0 ~ T +-0-N ...,. vi w .... I-_J__ -:I: (.) I-, ~ - 5:::::0.U""' .-.. 0 -•:,; ""'- _j ... - ,_. z r 21 +00 NOTES· 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 ANO 39 ON SHEET 5. RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS @ 989' GAS LATERAL LENGTH 1001.28' TEL DELTA TANGENT 58°00'25" 548,29' 8" RW 550 ZONE 6" GAS 27" RCP SD TEL ,:::-0. ' • • ' 2" GAS I ' -. C• ~r-1 i I ATER SERVICE === 1~ 18" CP SO 6" VCP SEWER LATERAL ~ ~ t j PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 "= >-:,, _:;I:: .,_ -,_ ' Q'-\, ',_( ' 16" ACP WATER 8' VCP SEWER 2' GAS LATERAi. t l-- --- -' ~ w _I-- I • N -H I 0, + -H -" I-N N 0, I-(/) -N ,_ ' ~ - - ,_ I-I--I- --L ' -0.0130 -- --1- + I t 22+00 CAUTION! EXISTING 6" HP GAS LINE STA. 23+63.60 -45' BEND RESTR MJ X RESTR MJ STA. 23+56.48 -45' BEND RESTR MJ X RESTR MJ 8" ACP W.O.TER SERVICE I I I \ I I I I I NO. 7 8 9 ~ RESTRAI ALL JOINTS 0 q -... L -H -' w -H 0 N (/) ... w u ~ ~ .;-I-~ -cri 0.. );; ... I e_, ';;\ N ',G <( "'-I-"'---~ -H -' (/) -' -' N • w " "' w w ~ N > -!;; 2: :I< z ~ ,_ - N ---' N 0.. 0, ~ a: > ~ (/) -~CX) + N ' tii m - ~ ..... -d, I- -r -~ -1- • lJ " ~ ~ ,_ I- I -I- I- - 23+00 1 o• .O.CP WATER STA. 23+85.42 -45' RESTR MJ X RESTR MJ 4" IRRIG SLEEVE RECYCLED WATER SERVICE TABLE STATION SIZE STD. DWG. ACCT. NO. 23+07 2" CMWO NO. W4 8312308 25+78 1. CMWD NO. W3 8312321 25+81 2" CMWD NO. W4 8312410 FRI, JUN 27, 2003 07,01 P P0083821 SHEET44 L\PROJECTS\7 41778\SHEET44.0WG X-REFS, COC-BOR.OWG, XlJTILS.OWG, X-ASTON-ALIGN.OWG, X-ASTON-PRO.OWG, TOP06-1.0WG, X-PASTEUR-ALIGN.OWG. X-PROP _UNES.OWG ~ 0 ~ <=! ;: -N : y -<( ' (/) -I- -I- - -I- t...--" I- -- -- 24+00 CONSTRUCT 1000 L.F. OF 8 PVC C-900, CL-200 PIPE REST :AIN ALL JOINTS ,9 -1= fsol A ,-: 0 _ff w -H-' V) -H w -H o,W ., " u <D ~ -'= -"' r a.'° tN • • " N i·~, N u"' 9'1-N :J' -"'---,j 0.. -' -H I I -' "' i.J uw..,. ' w "' -H -H -,2: '<1~ 0 ".~o ' --0 -,;, 0 " N + -H ' -"' ... ~ N N -H ... I -~ -: I-+ t (/) --v, ,0 N + "' ... _JI:! . I-(/) (/) I' / -- t...--" .....- ' I- 0 z ~. ,=> w z ¥ ,_ ~ u -' I 0.. -----------.., (L 0 ,-.: -+ "' .,--::,- N w I- tii if: 25+00 PROFILE HORIZ. SCALE: 1 ";40' VERT. SCALE: 1 ";8' '::)~V• PASTEUR CT. RW PIPELINE "U" SEE SHEET 46 --- "-"6 I - J t -y ie~ + "' ., (/) ~ ,0 I I I ~ I I I I I (/) I I -1- -~ < 26+00 II -~ -- II II II 6" VCP SEWER LATERAL STA. 25+08.05 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 ! -t- -l - ~ I -L 7 -L s-a.ooso ~ ~ I- ~ - 0 0 0 0 --+-~ ,~ " N "'--::;; ~ "' ,-;{ 0.. > > z 27+00 28+00 ~\''~"~~==-~SD _s._.-"' 8' ACP FH WATER SERVICE I I I I ~ RESTRAII ALL JOINTS 0 ~ <=! 0 ... !1' <( I-(/) , EXISTING GRADE S=---O:-Ol4o - 0 0 0 0 0, -N ~ :::. ~ a: > > z 29+00 2" WATER SERVICE '6" ACP WATER U"l . w w :I: -· ,-w ., ' 0 0 + 0-- !:" I") "' .t_ " . (/) w w z ~ ___J :I: .Q-I-, L - + + - + - --- - + - + - I - -- - - - -- ----- -- -- ~RP: 2 9 :tR />{' • "' ½- H ""~\,I~ 79,D l I IJ ' 310 300 290 280 270 260 250 240 "AS BUILT" P.E. ___ _ EXP. ___ _ DATE REVIEWED BY: w~ JO -+'f-f>'f INSPECTOR DATE I l---l-----------+-------1-----1---l-----l------l L±TI CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 114 0 20 40 PLAN SCALE: 1 ";40' 80 GRAPHIC SCALE I I I 160 DATE INmAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES ASTON AVENUE -PLAN AND PROFILE STA. 20+00 TO STA. 30+00 APPRQ,~ED WILLIAM EJ-k~MER ..v./4?-/4e -~ ~ ,,.. •= 7-§·41 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB 3887 C RVWD BY: ORO -405-7 120303 C :E G') 310 300 290 280 270 260 250 240 RESTRAIN [so1 - 41AF9 V, +t N ~ -0.. u ·"' a:: • __J 1,.1 ,<! -.to ~ 0 .; -~ -± -w :c ,,., f-,,. ,- Vl t::i ~ ,,. a + s -0.014§ 0 I-I') .,, ' ~ . ..-; ..... (/) __J w 1,.1 :z-I> --. z ~ I:;; ::::!: 0 f- z ~ - >" u 1,.1 ~ ~ 0 I'.> u I 1,.1 z N __J '.,_, ~ "' 0.. + ---.:,-'z .,, :i ~ :!; Vl I SE ✓~~ ,~ I 1/ I I lo /' I ' " 16" ACP WAlER 1 o• VCP SEWER DARWIN CT. RW PIPELINE "v" SEE SHEET 46 +-CONSTRUCT 705.25 L.F. OF 8" PVC ALL JOINTS - 0 _q - "' ..... 1 L +t -: Vl -1--0.. -" < u"' °' N -+-,----------------------------- Vl I __J -'oc 1,.1 1--~ ---> ; ~ '-- - --- 1 . 1 <O .., -I---,- : : .,, ---~ Vl ,-EXISTING GRADE I / - --' S--" --• I · L ---~ ~ '-- - --------- ----------------------------- --------------· --------- 9 0 0 + h ----------------· N .,., -------- ~ e_ ·---------------------~ ---- - ci ~---------0.. ~ -· 31+00 32+00 33+00 I 1 STA. 30+53.28 -2" '/ BLOWOFF ASSEMBLY PER // CMWD STD. DWG_ NQ_ W6 / STA. 30+59.28 -8"X 8"X.<:>4" TEE CONNECTION TO DARWIN GT. PIPELINE "v" -STA. ;,.'9ll.97 6 N 1993093.65 E 6244517.36 65 Bn RW 550 ZONE PIPELINE ,• STA. 34+01.66 -45" BEND RESTR MJ X RESTR MJ 6" VCP SEWER LATERAL _/ 18" RCP SD 6" ACP FH· WATER SER\nCE I I I S7S25'34"E 7.10' -- --- -- 7 ~ C-900, ¢L-200 PIPE 1 0 __q "' <O .,, .,, ~ Vl - - -- I RESTRAIN ALL JI NTS RESTRAIN ALL JOINTS --- 9 0 ~ " fsol "' N ... -1,.1 +t __J +t ( +t 7 __J "' __J' " ;, ; ~ '"' -: ~ N <( ... "? ,!!? 1,.1 1,.1 1,.1 "' • a:: ftj ,-,- 0 "' 1,.1 i =it 1 io1 "' ~ ~ ~ "' "' < I • I • l,' N N .,, NN "'1 ii N - Ul -V, +t +t 0.. __J __J __J __J I I I~ __J I ~ 1,.1 f!' 1,.1 1,.1 "! ..... u..., 1,.1 --- ~ "' +t ..... > +t +t u.. I !;, L; ~ > ... <O • > 11; N ;,:_ ... ~1 ;,;_ --+ + s,i ---- I <O 0 <O -.,; 0.. -I .,, <O .,, ..... I I < §! C _e <O ~ "' • h .,., '~ 0 ~ +t .,, -~ 00 • . "' <O 1,.1 ~ ~ <( I 0 ~ __J N ,--,_ I I + +t ..... .,, r <O .,, -... <O t ..... ~ -"' . "' ... · "' "' + ---t- - ---- ----+ 34+00 + .,, ,- V, " -h ~ ~-o. 57,, -- -- 0 0 0 0 0 0 ... "' T ... 0 .,., ..... .,, .,, ~ "' ~ "' N N ;j id a: -> (l_ ~ > z > 35+00 CAUTION! EXISTING 6" HP GAS LINE ..... Vl <O + .,, z ;:., ~ ,!-: <[ ~ ,-I-,-::::, V, a:: -L V, z "~ u ~ ,'-. "" " )/ r z -1,.1 0.. L I-·~ ,_ I 0 ,- L .I.O 0 <( ~ u.u, z 0 1,.1 n ' "-S=0.03679 +t m-.,; --L ~..,_ ~N 0 0 I 1,.1 ..... ~ a:: -+ >-Ir--'ff ...,- ~-11; "' -.,, 3: -___ ..,· .,., 1,.1 .,, I ~ "' "' ~ .: N + ,_ -~ 0 Vl u .id ;:, §! ;j .,, < (l_ > q • ~ .... u > z ,-0 (/) a:: Vl -36+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8° 6' -·-Q ·1. 1/ 1~ [ Ii - , IJj I--I ..._"" /ir/ 1/7 I ii , 1..., h L. - - h • STA. 36+45.00 -2" BLOWOFF ASSEMBLY PER CMWD }, + / I , ·- /7' '-,;,;.j!· I, ,I ,. " ~s-I I 11 :Cli"f-11 /J., i T ': : l RUTHERFORD RD. RW PIPELINE "K" SEE SHEET 31 STA. 34+29.91 -45' BEND RESTR MJ X RESTR MJ STD. DWG. NO. W6 T -':, 1i AeP--WATEIG ·&[RVIC~ / 10" VCP SEWER ,.__ 12" ACP WATER N15'59'46"E 6" VCP SEWER 7.10' LATERAL 'a 13 6" VCP SEWER LAlERAL ( ·µ TEL,- 18" RCP SD - • C' r, s. , 4" IRRIG SLEE.VE I it-6' , 36" RCP SD END ASTON AVE. PIPELINE "T" STA. 37+05.25 -8"X 8"X 8" TEE CONNECTION TO RUTHERFORD RD. _..._ PIPELINE "K" -STA. 21 +48.41 7 N 1993369.11 E 6245087 .43 WATER LAlERAL FO 66" RCP SD 65 - - -- - ---------- ~ ~ ---- L ---- ~ ,-------- ---- ·- ------., ·-. L - ----- ------ ---- -------------------------·------------ ----,__ ---- ' -------- -------------- --------------------------------- -----e ---------------- ---------------------- ---I l - --------------- --,___ ------ --- --- --- ----- ------ -- ·- ,---h -h --- -- -' L ----- L ----L -- --------,- -+ --1---------- - i t --- -------------- - - -- i------------- -~ ---- -- I I ----------·--. ' I + -----------' --------- ' NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLEO WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. RECYCLED WATER SERVICE TABLE l ' ' --- ' ' NO. STATION SIZE STD. OWG. ACCT. NO. 10 30+09 2· CMWD NO. W4 8312335 / 11 32+81 2" CMWD NO. W4 8312391 12 35+68 2· CMWD NO. W4 8312394 13 35+69 1. CMWD NO . W3 8312396 / / / \ \ \ / / / / / 310 300 290 280 270 260 250 24D RECYCLED WATER PIPELINE CURVE TABLE NO. RAOIUS LENGTH DELTA TANGENT "AS BUILT" a> 989' 1001.28' 58'00'25" 548.29' @ 994' 14.06' 00-48°38" 7.03' © 989' 126.88' 0721 '02" 63.53' P.E. ___ _ EXP. ___ _ DATE REVIEW D BY: lO INSPECTOR I I I STA. 34+22.81 PT -45' BEND RESTR MJ X RESTR MJ STA. 34+08. 75 PC -45• BEND RESTR MJ X RESTR MJ 10" VCP SEWER 3" GAS/ELEC "AS BUILT" 1----+--\+------+---------l--~,__--l,__--1----1 ~ ~c_ITY_EN_G1_S!_E?_1N_G c_D AR_EP_AR_~_EN_~_AD_...., rnTI PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 07:11 P P0083821 SHEET45 L:\PROJECTS\ 7 41778\SHEET45.0WG I I X-REFS, COC-BDR.OWG, XUTILS.OWG, X-ASTON-AUGN.OWG, X-ASTON-PRO.DWG, TOP06-1.0WG. X-RUTH-AUGN.OWG, X-DARWIN-AUGN.DWG, X-PROP _LINES.OWG 0 20 40 PLAN SCALE: 1"=40' 80 GRAPHIC SCALE 160 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITlAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES ASTON AVENUE -PLAN ANO PROFILE STA. 30+00 TO STA. 37+05.25 7-/.S-a:J ENGINEER PE 28176 EXP. 3/31 06 DATE DWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB RVWD BY: DRD 3887-C 405-7 120303 C ~ G') 310 -·--I u 1 --' ' 7 ~ + ---OF)• PVC C-900, CL-200 + CONSTRUCT 400.99 L.F. OF " PVC C-900, CL-200 PIPE CONSTRUCT 603.03 L.F. PIPE - -+ I· 330 + RESTRAIN ALL JOINTS 300 290 280 270 260 250 240 - - - - - - .. I- -------· 1-- . \ \ I I I \ \ \ -- -- < ~A, al~ _, :! ~ ;; w 0, ,-* ~I~ '.'., • I • <O N (/) "'- ~- ;; I I L'l _, ,n -ii' w ;; 00 ;; <>: ~ O> -~ <06 0 a) ·-I o_ N -o< 0 ' -~ >2--t;; --;; f- :!'. :!'. "? 9 .- ~ 0 ... -+ :!'. - ,- (/) ' / 2 [ 1--. I s-0.0156 •· ---- ----~ ·--- - - . . . - 1-- t . 0 0 ~ u ;; _, ;; <5 --: "! ~ --: . ~ ~ -0 -"-w "'-0 ';' 0, "' ~ "' "' + ~ N -N_+ -G:i -N --p _, _, -15 w~ w :!'. < ~~ ~ ~ ,-~3: t;; (/) ~ ~ -IX 0.. " > > :;;: ir > I-~ - CD • "' --, ,-- -;; ~ -,.._ -b ~ ,,, -- + + ----~ <IC .... (/) 1 EXISTING GRADE - -I I ~ --------.~ S ~0562 --~ . ~ I + -T r .. ' 11 +00 12+00 STA. 10+01.01 -BEGIN PASTEUR CT. PIPELINE ·u· -8"X 8"X 4• TEE CONNECTION TO ASTON AVE. PIPELINE ,• -STA. 25+ 14.05 N 1993164.95 E 6243983. 75 STA. 10+06.01 -1. MANUAL AIR RELEASE ASSEMBLY PER Cf.AW□ STD. DWG. NO. W6 10" ACP WATER i {~~f_ 4" IRRIG Sl.£EVE J _.,- 8" ACP WATER SERVICl 18" RCP SD 4" RW 550 ZONE PIPELINE •u• PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 r ~ BO ~ V, ~o ;i tl ;; ~ ~o '• ;:; "? 3: ~ ai -d ~~ d,ri ~ co a. -w ~ ~ ~ tG (/) "' 0, ... e" J; N N _, "' G:i it G:i _, -_, -_, _, ;.,. ~ 15 w w w w < i :!'. > N ~t;; ~ !;;: ~:., ~ J > z lll z ~ I -- 0. I • I <O > :;;: > -0 ..; ;; ,,, 0 1--...., ~ CD N N ± 0 0, ~ -~T 'I' -. -... ,,, _i..J -~ -,-.,., i~ (/) < e-~ --t; -1--- + -1--·I--1--.... f-,-~l-(/) -- -I---- "' ' ~ " ' r----_ -r-I- --S=-o. 224 s~ - ~95 S=-0.0100 I 13+00 END PASTEUR CT. PIPELINE "U" STA. 14+02.00 -END CAP WITH THRUST BLOCK PER CMWD STD. OWG. NO. W15 N 1993549.62 E 6244087 .59 8" PVC SEWER a• ACP WATER SERVICE I- .1 ' 14+00 RCP Su I 6" PVC SEWER LATERAL - I- --~ -·------ --1--- ~ --- - -f- -- -~ ·I-- - ----- ~ - -I- l ....___ TEI \ RECYCLED WATER SERVICE TABLE 2 NO. STATION SIZE STD. DWG. ACCT. NO. 66 I 1 I 12+21 1. CMWD NO. W3 8312412 2 13+71 1. CMWD NO. W3 8312414 3 11 +20 1. CMWD NO. W3 8312352 4 13+80 2· CMWD NO. W4 8312342 I 5 14+94 1. CMWD NO. W3 8312344 I \ 6 15+96 1. CMWD NO. W3 8312361 0 0 l8o7 q <O "' 5 !:! [: ~q 0 6w =-~ t; -~ 3: It:-i:> r--.... ~ ::, N ~ r7o ~ _, := (/) L') _, w w z _s ~ ;_ < ~ "' I ;;:: t;:; -• •, 00 I w r; :ft > ' .°1. z ---o; =ii~ N w -g ~ ,., 0 - - a. -+ ~ :!'. z --~ --« "' ,-< VI z <3 - w fD - "" / / . ---- ---- -- I -,.___ ' ~ '-S=-0.0654 I I- T 10+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' 30" RCP SD PLAN 20 40 80 GRAPHIC SCALE WED, AUG 06, 2003 09:30 A P0049601 SHEET46 L\PROJECTS\ 741778\SHEET46.0WG X-RffS, COC-BOR.OWG, XUTILS.OWG, X-ASTON-AUGN.OWG, TOP06-1.DWG, X-OARWIN-AUGN.OWG, X-PASTEUR-ALIGN.OWG, X-DARWlN-PRO.OWG, X-PASTEUR-PRO.OWG, X-PROP _UNES.OWG -H ""!!'l+f < ~ c <X) w ;; 0 _, :!: N (/) ... • s,! "'! <O w <i, 1D ·15 fli 0 ~ ,-~ ,._ !::-; ~(O ~ ,-. N ~ ~ '!::- ,.._ I • "'-+ ... N De~ N -_, -~•d0:: _, -_, _, ;; I w "' -w N w w ~ -~ 3: -~-~ ~ -i < > ... ;; ; la z O> "1 , -5 --+ -<X) --0. --,,, ~ > > a < N --" -.,;; ---• + "' :!'. ...c --I ' ~ --... .... ----..,; ----N + + -- ~ ~ ·- (/) -- --- . -- - ' / ' / -----I---------- ~ I--, oCl~ 1--~~- ..S.'ill,009 l I - + - -I- 11 +00 ASTON AVE. RW PIPELINE '1" SEE SHEET 45 2" GAS --30• RCP SD --s• GAS -10• VCP SEWER J-\\ \\ \\ a \\ 6" VCP SEWER \\ LATERAL A \\...__ \I ......_ 18" RCP SD s,,.o. - - -- 12+00 (/J ACP WATER CE STA. 10+35.00 -2" BLOWOFF ASSEMBLY PER CMWO STD. DWG. NO. W6 f 44 4')J 12" ACP WATER ; - AV BO w ;; .t. ;; w ;; V) ;; .:, _, ~ ;; _, ;; ;; w;; 5•;:,; z--~ u ,.._ u <O 0, ' w CD <wn u ,.._ 0 ,.._ ~ 15 -,;~ !;, ~-t-""-• 00 ~-~ -.ri~ Go; ~ a. -~~ + <X) ':;-,!!' w !!' 3: : I • ,.._ ,.._ 0, ::, 0, -.ti ~ .& :5"'-:! ilil "'-+ N N N _ .. a,-N -I 0.. ... e;/GJ "' -_, _, _, _, ;; I _, _, ~ ,-_, ·IE ~ w-a= ~ ~ "' -"'w w w w tt5.w~ w .,; z !;;: 3: ~ !;;: -> ;; < 3: > (/) !;;: > _g > 0> ~ i • t,l e;;;.. -'!? ti IX..; ~ u~ ·3: -3: -3: ~ ,,, ... 0. -a. I -N ,_ a. :, " ;>I < ~ 0, ! :!'. u ~ EXISTING GRADE\ > ~ < ;; ... > wO ... --zO_ «> ,--r ---... (/) -,.;, • 00 <O -N "' + :!'. -'o ,,, 0, ~ l .,,. -' I ' -,,, 0. ~ -... .... ~ :!'. -<X) <O 0, (/) :!'. :!'. .c -«i _,ri / --·-1--I-V) ... "' ,.._ -----+ + + --------~ I 320 310 300 '°' ;'!: ... -s~--0:0190 -t;; ~ I A \ (/) (/) f--0-(1':>j~ -s 0.0890 --1--,-'$------I ·-- / _v-I i..--~ ~ -- ---- ,_ 290 -o"'j, S"'iF -· ---- I I ~ A 1 - 0 0 ;... _± N ~ ~ + ~ -. ci a. ~ > 13+00 \ I \ • 2 GAS I LATERAL 24" RCP SD I \ I I D -- >-<; • 8" ACP WATER LATERAL 6 VCP Sl'NEK ATERAL e--_, _, < -. --- al "' w --,--~ -.. !:;- <>: 280 15 w e i .... ,- -~ - "-"-u -0 < < ~ ~ 0 0 "' 0 0 ' ' ' 0 O> 270 _± i __ .. ...... 1-+t .;; ~ ... ... ' "'! ,n ... ... --~ ... ·c,j O> ~ ~ "' ~ IX) 0, .J:, N Ji N -<1> "' d d -~ -_, w .., -= a: ~ t; l 0. ~ ~ ~ ~ ,· > 14+00 15+00 260 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. END DARWIN CT. PIPELINE "V" STA. 16+02.00 -ENO CAP- WITH THRUST BLOCK PER Cf.AW□ STD. DWG. NO. W15 N 1992538.37 E 6244726.23 8" ACP WATER-...... SERVICE . -..,. , .... 2" GAS LATERAL a• ACP WATER SERVICE 4" RW 550 ZONE 2 PIPELINE 'V" 66 ~ . , 6 9,,cp SEWER ' LATERAL \ \ ' STA. 15+98.00 -1" AIR VACUUM VALVE " ASSEMBLY PER CMWD STD. DWG. NO. W7 STA. 16+00.00 2" BLOWOFF ASSEMBLY PER STD. DWG. NO . W6 I"' ,......_•6" ACP W,t,TER I , ' .. ' "AS BUILT" RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA (D 611" 164.63' 15·25·18· 611' 261.68' 24"32' 19• TANGENT P.E . ___ _ EXP. ___ _ DATE 82.82' 132.88' 16 ... l"l-o~ DATE IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PASTEUR CT. / DARWIN CT. -PLAN AND PROFILE STA. 10+01 .01 TO STA. 14+02 AND STA. 9+98.97 TO STA. 16+02 160 APPROVED WILLIAM~. UMMER ~~.-.,,. J 'J,., -/l'l,1'A -"t• ----------------------1----+---+---+---+ 'dtlfuTY c1TY ENMi~E 28176 EXP. 3/31/06 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: DRW CHKD BY: NAB RVWD BY: ORD PROJECT NO. 3887-C I DRAWING NO. . 405-7 120303 .,::a. en 0 C :e G') .... -11,.,:::i. -II, 0 .,::a. (J1 I ...... 300 -,------,-----------,---------------,--------------------~-------------,-----------,----------.--------------,-----------.--------------~---------,----,--------I j 300 I I ------ T ~ ----------,-+-- CONSTRUCT 980.47 L.F. OF 8" M: C-900, CL-200 PIPE --r -. ' I I ~~A~ -,__ _._ ----foo 290 -+-----+-----------~+¥'-"-,-L----------jf------_-_-_-__ --:_--:_--:_--:_--:_--:_--:_--:_-_--:_--:_--:_~~-=--------_-__ -_--_-__ -_-_-__ -_-__ -__ -_...,~f---------~__,-;r.~;----;,-;w"~,.,..-+-----;5l::,-:~-:------+---:___-----_--_r2-w__,-,,-.,,_;_,.......,lw--:,!r.l:--'.-----------_+-----------i------------+---~~a-~,.,..--[5=-c-r-;!'L,...,._J~z+,!"-__;i-------- 1-Q LJ (JJ W Q Q. Q u1 II ,c( .-l.&.J t0 I-,-...,_ ----------------l--------------'u5+<"'"+-+--------1-------- ----------------------t-------~'::;~1-~ u,;/'+'"'"'!''-+------;ucr+'"'"'-------+---------:"'Sl""'"--'--'"'-l ~ ---- - ---------------+--~ I/') VJ v u v ---+-------!-290 e:: _j .__ ,.,, ...J Z _j I ...J --_J Z C) ...J co _j "' >---· -------------------------+------lwftl,,;-~!j;:;;~j--------i.,j,;;;.-------+----------l!;-liii--<.lliii--------r----------------+---~~-~ I-I-.,... 0:: I-I zW , C1~ C •~ . ~ I::,.· . 8 ~----------- -~--------- -(...; z 1------------------- - --- - - - ----;:-~ -~;j.z;-+ -,-z -----+----------.5'.:a>h;;~,-,i'i'.W.1--------------1----. . ----___ ..... r--. z ·,-.;: ~ ~:..... - 280 -+-----+----------~•,+-;1+----,f-------------j-----------+-------------jf--------~•~---"'!cf--+----➔-0>-~-----+-------_::=-!----f~f-------------+-----------t-----------+----~v,:1--~v!r""-n'..+-,---+-----------+---------,~ 280 ?"' = r---N 1 ~ co 1r 1 >---------t-zig wO o._ + w t L . oo I--v--.&------+---«> !------------+-----------+---------- -+---+ ~ a, I ~ _ ~--I ~ ~ CJ ,.._ Z"': ~ 9 o + .,, ... ., >-VJ ,-._ + .; ~ w a:, -o._ + -'"1--+!rh,;--+-----------+------., w w~ .... -to') _ ;;, 1g:5. 270 -t------t-----------~--'W'Ul';f-----j'----------j------------t-------------jf--------"F-t--=-t---jr-----+-----+---------:;C,t---'-=t-7f-------------+-------------jf-------------+----+--+-+";'lf'L<L.---jf-------------+------I-270 a/ V>. c_c• o 260 --u ,c,( r-: u r-ti,' 1......-t-------------~ Z VJ Cl :z_ w EXISTING GRADE, -I-- -1--------+------------f-------+--+-+-+---+-----------~f----- - c-_ n --..,,.. --I--ll.0.1-0-1 ---· --------------+-----------+-------i~-----+-----------+-------------+-----I -+-------------i------------l------ ~------+------------+---------------+------------------- -,---------+--·-----------+--- ---·-----·--------------------------+----------·------<------------------------+----------------· ------------+ ----------------- - 260 ~ g ~ 240 ---t-------t----------t-----------t-----------+----------,------.:;rl-----+-------------j----------c;t-----------+----------jl-----clil-----+-----------+---------~I------I-240 ~ 9~ ~. ), ~-"-G ------------iC--------------+-----~~e-1,,.___ ,-~~ ~~ >---------------------- \ " ,0 --_.._ ---I(}__ -----------··---------··---+------J-"L_ ___ -~ ~N ~N ~N -t; -=i--- --~~ -__,_ __ --------------t------itftb----w w -w ,- -<-------------------+-------' 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES ANO CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. C END COLLEGE BLVD, PIPELINE "W" STA. 19+80.47 -8"X 4•x 8" CONNECTION TO ASTON AVE. - PIPELINE "K" -STA. 18+97.09 10 N 1993465.50 '" 65 E 6243449.90 - C II \ VI ~ ~ . ,; ~ crrxGl!?E?NG q~~~AD ~ \ \ Nie _.,.-IMPROVEMENT PLANS FOR: I RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT I I (D 977' 505.13' 29"37'24" 258.35' J A ' ! 11--_ ,./ is -_ 11 INDUSTRIAL PARK PIPELINES ,------'--..,___.,__i..:........__""'Vi...-'-1 ....._..,:;¢.;J.;.1-..=-....;:,,,.---',,...,,;;,.,,......,, COLLEGE BLVD. -PLAN AND PROFILE PARSONS PLAN STA. 10+00 TO STA. 19+80.47 OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 07:18 P P0083821 SHEEl47 tc\PROJECTS\ 741778\SHEET 47.0WG 0 20 X-REFS, COC-BDR.DWG, X-ASTON-ALIGN.DWG, TOP06-1.DWG, X-PALOAKS-ALIGN.OWG, XUTILS.DWG, X-COU£GE-ALIGN.OWG, X-COLLEGE-PRO.OWG, X-PROP _LINES.DWG 40 SCALE: 1"=40' 80 GRAPHIC SCALE 160 DATE INITIAL ENGINEER OF WORK APPROVED WILLIAM E. n, 1 "'MER /.,).--:/~ . r: 0::...,,/, 7--/J-o.3 Dl:PUTY CITY ENGINEER PE'. ~8176 EXP. 3/31 /06 DATE OWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB 3887 C 405-7 RVWD BY: ORD -REVISION DESCRIPTION OATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 120303 C :e G') .,::.. 0 u, I ...... 310,------,-----------,-------/1\-:-\ --r----r----------,-----------.-----------,------------,,------------,-L---------.,-----------r-l----------,------------:r----------.------~ 310 ~--· ···------+-----------+---,0-Lf-Of_B_"_C_-9_0_0'-'-'-·'--+ ----------i-----------t---C-0-NS_T_R-UC-T-10_0_0_.0_0_L_.F ___ Q_F-1B-:.c-PV-C_C ___ 900-, C-L-200-PIPE ,._ -r --~ ~ L. --·------ >------~ CL-ZOO Plf£ 1 I -. -. -- ~---I --~r t -- -fool -------LAV -----~ -~ ~I 300 -+-----+------------2,;.J.,_.-,;:3:r:.-H:;--..L,r-l.,.rr:_,..;--;;"',r._,.;:;--_,-;r--ll-----=::,,,...._~;;::,------l-,.;0 r.,...------------+-----------+----------+---------..::,.,4-----------+----------+--------=....<:.:::::..--l-----------l------------1f------1-300 ---1f----------~Oa,jo"-;-'Q'.::+;_;N,-_-J._L..::jN 1.J..Ja, Lo.J q~ _,,.,,- 1-f--·-=--=-=---·-_·_t-----------7grf-~'-'~:;ff":~..:i'----f-""3i:i,j",~"-.i3:i I L QU) ---------~~-_---·-_____ ...L___ -~ -"--I----L ________ Vl~.L"Nfe-'a-. ----1--"-Vl'Jiil...J ~ ...J -1---...--...J B~P---1-ea..~·--"·~·_,"'.J--~--tn1, _ _ _ I---------- --------++------------+--·----- - - 1-_j u.J .a.. .0 N -~ ~ -~ Z...--Zo ,1: ~ . _ •. -,_ , 2 1 25 L.F. MIN. OF 0"0 CASING __,,.,-Ol 290 -t-----t-----------,.~-'-~----l~t--+t-+---1------------+':',>t---------__;"""--l.:---f-,::"::---1,=-..=.:.:.:...::.=....:.:..--:i::...:....:::.;::::.:.::.._+---+---+------=----=-++----------+---__..,-=-~=------+-----------+----------~;;i:...---------+------+ 290 wo g;; _ ~ ...,. ~ ----67 ~ ----+1---+,___...:::,:,,,_-=: _______ --+-=~:_----------l-----------' 280 270 ~ ~1~ :f ~ ~ --en ---........._ -_._ ---i.,.,,--__..v I EXISTING GRADE -----'--Cj -~L b.Jl---- 0..0.._0+ -.... + ............. --_I---" _..,,,, --_.,,, / _:.,: .Q ~-------------1---+-FUTURE GRADE PER PALOMAR---. ....._ ../ :::C: ---S-0.0060-1--4: , ---(1')-~ . t;; 6 POINT IMPROVEMENT PLANS "-........_ -/ ,~ - c§tn tn ~ ----........... '-"" t;; r-....... ----- - i...-----0 . 1----+r----------,__ ___,,.,, ........__ _,,.,,--------0 __.., ............. /1\ _,_ -o 0 455 - -~~-1------:1----+--'-l'\l~O_._T -+--rN -----'I"---'===---------'- C tr1St:T.L0e~-=_K~(LL'I ---+-........__ 0 -------'t::i -LI.I tz----, S 0.1645 _I/ ' I-: 280 - ----+------- _,,.,,-I V1 ' --.......... - ~~,n A~so - 260 -t=-=-=-=--=-=--=-4~-=-=-=--======~=-=-=-=--=--=--=--~~~~~~~~o~;l~~~-~f~ _,,.,,-;!c --"", I & _.,.-t; a ------------1-----..1--260 -------~ -+---------1--;::: -~ s, -00120-ll ~ I "' ':, --...., ------~=-----------·===·===========:=====o~l----_-_o:===:~~~~~-o:~=-~ ~ --i ~ a o -~ g ~ a a 250 -t-----+-----------f----.=oil--io:jf----H"-t,----,o;;!-----------:;J..--~---------+-----------+-----i·~--;;~}---+----..;o+----..;o~----------+----------___.;:il-----...:::::""'-...,.----+--..;;o~l------.;,oil----1l------------1------1-250 f-------+------------------1---~IO -~1r:-u ~ --~..L°------+--------~111 (/),..... 1/'la, 0<71 C)a, ~CD ~N O \0 0~ o-.-f"') --, .. _ =i O! ;:; O ~ ~ ------+------------~ , ........ ___ a, a, ~~ l-- ,.... r--. .,...r-,.. ~z ...--Q ~ti") I 1~ .--N ..-N .,...,.,.., I ........__ .-0> ..-IO ID..-Lt> UJ -~ -1--~ i-=--._ ~----------if-----------" ID µo.._ •N •N •N WN zN <'"' <'N ·N L..." •N ~ ~ -t w ~ p:: w ;:! I---~-----trJ=:j-v,:::j---0 c:,,. ti) ...J -+-----------+-·-· ------·-·--· ------+------l=Jccj---i;;\=;~-1--t;;"-..3 t,i ~ --v, - w w -> w 2 w 1-w w w w w -------_w I a..> a..> ;.cl~"'~-=----~->~-L . ·-------------+------w > z > a..> a..> --I-a..> a..>-Cl. -:z .... ·z t,c...-->Z coZ wZ ::,:z >Z ::,:,.z >Z ;;,z ............. 240 _._ _____ L_ _________ __JL_ _ _2'1=.~"'-='--"'-l:::..:...._.L!=.....--------·----'-------------1.----------___L----'=!E'----""=---....L-----2l=----___;=c__---------.L.----------2:l.=.. __________ j___~=------",E.L._~L._---------........I-----~ 240 12" ACP RECYCLE WATER COLLEGE BLVO. RW PIPELINE "W" SEE SHEET 47 BEGIN PALOMAR OAKS PIPELINE "X" STA. 10+00.00 -90" BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 CONNECTION TO COLLEGE BLVD. PIPELINE "W" -STA. 10+00.00 N 1992699.35 I /f I I I I E 6242860.32 6 l M~i! . /1 I I I I ; _,II . I 70(+76 ,/ ~ . I P ARSONS OFFIC[S IN PRINCIPAL CITl[S 1 1 0 WEST • A. STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 07:la P POoaJa21 SHEET.a L:\PROJECTS\ 741 77a\SHEET 46.DWG 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 1 4" DIP SEWER / ~ORCE MAIN / 16" ACP WATER I I -" I I -" I * • l'..L'7',.__l_~ ~a L $ 1/ I ~ ~ ,....._, 1/,t,:< l1/1 I ,x ,..._ ·-~--...t...w-•r fl ~· 1) ., 10 -_.,..J:c' - • I I I 1 /,/ --=-.. 3~ ----55 \ / X I I X-REFS, COC-BDR.DWG, XUllLS.DWG, X-PALOAKS-AUGN.DWG, X·PALOAKS-PRQ.DWG, X-COU.EGE-AUGN.DWG, TOP06-1.DWG, X-PROP _UNES.DWG PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1"=8' \ I STA. 13+B8.85 -11-1 BEND (DEFLECT JOINTS 2" 7" EACH) WITH THRUST B K P,ER CMWO STD. DWG. . W15 I I \ NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 F UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 38 ON SHEET 5. 3. NO CONSTRUCTION WORK IS ALLOWED IN THE AREA BETWEEN COLLEGE BLVO. AND PALOMAR OAKS WY. DURING THE PERIOD FROM FEBRUARY 1 TO AUGUST 15. SEE SPECIFICATION SUPPLEMENTAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. ' I I \ 1 I I ) ( \ \ ' lo, r \ ' ( / INST~L PROTECTIVE ENVIRO!IMENTAL .__FENCING-AlQNG EDGE OF DISTURBED ,<;(SS ROADWAY INSTALL PROTECTIVE _______ 0T~(3NTR.~CT& '--,:, ENVIRONMENT 'LNCING -' "'"" ~ -' . '~ \ ~~ /$ \ I I~ -I I I I I I I ./ r /' I I I ' -< 'I I , l l STA/ 19+41.44 -22_::-1/2" BEND (FLGX~J) -',fio 11-1 /J'-BEND {RtXMJ, DEF).ECf;'MJ,i 0-50' 48" _,, A /'\EAC~) -WITlf'THRUSJ._8l0CK PER --1 '9'WtJ STD llWC: NI) W 15 "AS BUil T" P.E. EXP. DATE REVIEWED BY: w~ l 'f'i' I, ::kf ·OC, INSPECTOR DATE \ coj I f I \ I -~ CITY OF CARIBBAD rnTI /1\ DecLEfE f'D f'.TION OF flfELINt: ')(" IVl5l"4 r,urn 8 4 \ \ 0 20 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE ! , ' I , I / 160 , DATE INITIAL DATE INITIAL DATE INfTW. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PALOMAR OAKS WAY -PLAN AND PROFILE STA. 10+00.00 TO STA. 20+00 APPR$V~/,_ Wl~LIAM ;-PillMJ,1ER _/_,,,, ~ . ~ ~ ./"""""':/" ~ 7-/.5-aI DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: [)RW I PROJECT NO. I DRAWING NO. CHKD BY: NAB RVWD BY: QRQ 3887-C 405-7 120-303 040804 I ...... 2so -r------.1-............._..,--------......----------.------------,---------....,.l--------~---------.------------,---------~------,----~,----------------~------------ ..........._ ---C NSTRUCT 1150 L.F-:---oF-8" PVC C 900, CL-200 PIPE 286 Lf Of 6' ri/4:: c-900 , CL-2DO PIPE ill - 280 - --. ~N ALL JOINTS al-'" ! f-- <D - ---+.--I-- 270 -+-----t-----------l-............ _c::,,.."""' _______ --i'-----------+-----------+-----------+----------+----------+---------,,....-O.:--~,....--:..N:i----;;:;,.,-·l----!;'ilf1-h.rr-l.,4',r-\~;---=r----+------c-cr-----+----__.j~-----l-------l-~ _J --------_ _ _ _ ----------+----__.,-~ ... =---------+----'i?"'I-~!-i IL"~ ri i ,__ -1 270 --f- --"" --_ ...........__ , -----<~'----------------+----------_--_-_-_-_---_-__ -_-_-_-+-----~---------~---_-_----_-_ -1------------+-__../-~_,;!!!!.:::__ _____ -+ ~~ ;'~ t ~~ ~ ; ->-l ,-....----co---+~-~ ~-------<---~ ----<'----------------1------------+-----------~f--:_ ~ ,-----t--t ------~----i ~ -o -7 260 -+----~~F+.-~:~~"C,,-0-,----=:,,.._"";:------+----------+-----"',-..._ _________ :::---_---t.---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--l+_-_-_-_-_-_--------f-----------i-----___.----=-""",:::__ ___ +----------+-------r..,l- 1 _+-----+--+--+---__::;:;+----f-----~•.J--,----+----__.j,..;;:__,-----l--~----1--7 260 ~~ ' ---~~------; .; -H w -~ r i __ ~§~~:=::=::-i;:::===::.. ..... =::::f===========::__..:::::f, ~ -__,,. .. --I',:•------,,,,1------+-------1 l:d--l Ije_j ""-----.. ___,,.-+ ,. 1 I >----: ~ "; ~'-',,., -----..._,. _____ _,.,...L'_~---_ __f EXIS_TI_NG_G_RAD_E_-+-----------+-----~~-~+_-_-_---;,; ,n j t::i ~ ~ ............... -f-/ t;; ~ t::i 250 250 &---------_L.._ --.._.. .,. J....--"" + O -N ,-.....__ ......__ I"') f--7 . J -............._ -........__ J Cll I __..-'-...........__ en I f--------------t--,--1.-- W __.-,-.....__ W Z t-_. -I------,-~ 1-7 I~ 240 240 230 i : ~-__ ~DI rKJ C OJSI_ •-[A:CT ..........._ ~ ..s~-u. 435 ,.._: -,__ ~ ~ ~ ---r---..... --~~ ;c. :::!: N ............. l 230 21----I--1-- ............. -............. ------~, ~ ~-g ............ ~ o~----------~o w0 _,: " ... ' ~ --€ _,-Na:, t-_ -----------+--N~-_ ::2 4J ~N ~N ~N r-,...,._ -+ W ~ ----------·-·-----------+~-------~ ~ ~rw La.J ---v,~ -............_ > 220 f------- C -r - 220 0 .,, ~ a.> ----- -----~~ r ~ 8 --1 ...,,,,,,,,,,.. .. _ _. z ~ ~ . ..,· z -..........__ e-1 C\.. I 210 ...l....----=-=-~---='-----:"'-":7--------=-'-:-:---------::-::-'-:-:---------,-,-L,----='---------,-L----------L-------------,-L----------L---------=~,,,_------------L----------L-----___l__----1-----1 210 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 '.D 29+00 30+00 31 +00 --i-- ___ / NOTES· 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. WORK IS ALLOWED IN THE AREA BETWEEN COLLEGE BLVO. AND PALOMAR OAKS WY. DURING THE PERIOD FROM FEBRUARY 1 TD A ~.;._,;~~~ SPECIFICATION SUPPL ADDITIONAL REQUIREMENTS , 4. CONSTRUCTION ACTIVITIES IN THE AREA BETWEEN COLLEGE BLVD , AND PA E LIMITED TO EXISTING DISTURBED AREAS CONSISTING OF DIRT ROADS AND PATHS, THESE AREAS ARE ~NERALLY INDICATED ON Y BE SMALLER OR LARGER . FENCING SHALL BE INSTALLED ON [ACl+-SIOE- -fRcWORK AREA BETW ~ 0 PALOfliA KS WY. AvtHE LIMIT QF"THE DISTU ED AREA. BIOLOG)CAt MO~ -D BY Jlit OWNER . STABLISH AND MOiffloR Tl:i~LLOWABLE---WO~K AREA LIMITS. SEE SP FICATION SUPPl,£MENTAL PROVISIONS FOR ADDITl~L REQ , -------+-----__,---\ , ....... _-:_>·· \ ---... ) ) ' ) PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 200J 07:20 P P008J821 SHEET49 L:\PROJECTS\ 741778\SHEET 49.DWG -8" RW 55CvZONE J-- ------,z-..:. =-....:..=-: < C~ D WATER r5 SIZE DWG. ~ AC 1. CMWD 'o. wj , l . r " ____ ,_· ---o/ } r X-REFS, COC-BDR.DWG, XUTILS,DWG, X-PALOAKS-AIJGN.DWG, X-PALOAKS-PRO.DWG, TOP06-1.0WG, TOP05.DWG, X-PROP _UNES.DWG &, / 0 20 40 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1°=8' PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 160 " " c,,.__ Y<:'_,,,....___ ~ "''l _1/ "\_ " -NSfAL-1.-PROJ~IVE \ ENVIRONMENTAL -CE\; ALONG EDGES OF l!'iTY' R'0 "'' I\' ACCESS ROADWAY , \ I -~ "" ,;,,<,"' -6 £,, ~· ,i l I '1,C I ,., . ::;::--::::- &, ~ STA. 128+63.96 -FROVI DE ,_,. £::ND CAf Wlll-1 T-Hf:V ST 6L00k NOT IN C TRACT \ \ \ \ I DATE INITIAL \ STA. 28+27.96 -45' BEND (FLGXPO} AND 22-1 /2' BEND (FLGXFLG) AND 11-1/4' BEND (FLGXPO) WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 12• ACP WATER C ,>\,""' 16" ACP WATER___,..,,./ 12" PVC SEWER 8" ACP wp<y SERVIC,& - "' C cl x ~ £'i ' =.vr • / 'A"""' ..-✓-= ~ ~ ,i ,-, ;:~: 'f, 3" GAS ,,,,.,__ , / ' :;),-,,,,.-,. -1/ / ✓ v.· ,,.- 'f. - / <, • /' "GA. LATERAL 36" RCP SD ~ ' 00 _ -8" INLINE DATE INITIAL DATE INITIAL RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT Q) 861 ' 421.57' 28'03' 12" 215.10' "AS BUILT" P.E. __ _ EXP. ___ _ DATE INSPECTOR IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PALOMAR OAKS WAY -PLAN AND PROFILE STA. 20+00 TO STA. 31 +50 OWN BY: DRW PROJECT NO. DRAWING NO, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: NAB RVWD BY: DRD 3887-C 405-7 120303 040804 250 --t 1.,,;:81 CL-2PO -CONSTRUCT L.F. OF 8" PVC C-900, PIPE .... .... ' RESTRAIN ALL JOIN ; ~ -1--- 240 230 220 0 0 I Si 0 --q BO~A~ -~ ---... ..., N "' "' N T 0 -H -' a:: -H 0 ;!:! ~ 0-H w -H w -H 1E -' a, w Ill "' w w ... "'"' u ... ~ ... l--' u ----..,_ --.,~ .... --3 a i') 0. ,ri ~ ,-: ~ t !') ~ 0. -w w 4 u 0 I Ill i&--~ ~~ ,:~ ~ ~ 1-i_ "'--:X :x I-w ---'+' 71) Ill -H u Ill --H Ill :., d "' > _j ~ Qd 5 a:: -! a:: "' _a:: I-•-------... -o.w ~ -..., ..., ... .:: I 3: ,.., .:: ~ ~ ~ .. ~~ '~ ~ ~ ---~ ~ -~ 1-----f------i--i' -+ N z Vl a:, Ol ..., ' " " . ,.., • . N ~ ' ,.., ';;: ';;: ii: ~ -R ci J Vl f--,+I f-"' -~ ----~ - l!:1 ,.._ ·., • + + <O -H ~ f-----..,. I "' ..., ..., I I :I: + ... ti') --~ : ·"' -"!' -... ,-_jQ i"-... a:, "1 + Ill Ill ,,; --':ti a:, - -{5. -· -"" jjj a:, 0, "' + + + ;;-, J v, ..., ;..., Vl 0 ~ s,._o o --< < g I{) . 4J5 ~ ~ r-· -,- ~ r EXISTING GRADE 1 + :g S=-0.02~ """ .; -a , __ 210 200 190 180 "1 -N < _j l/) > •= w -z " __J .... :I: f--.. (.) I-t;: :::E -1-- - - -- 0 0 0 ---------------------"" r---N ..; ..., __g N w 0. > -.: z 32+00 6" PVC SEWER LATERAL 12" PVC SEWER I 0 I{) + 36" RCP SD STA. 32+68.74 -2" BLOWOFF ASSEMBLY PER , CMWD STD. DWG. NO. W6 STA. 32+ 73. 74 -8"X 8"X 4" TEE : ') I CONNECTION TO DRYDEN PL. c \ 1\ PIPELINE •z• -STA. 10+00.99 -" 1-,..,..+cN-"'-'1799~0~8~579.~673-=~===~ t~ E 6243024.91 \ "'< DRYDEN PL. RW PIPELINE "Z" SEE SHEET 52 PARSONS OFFICES IN PRINCIPAL CITIES I I 11 0 WEST "A" STREET -SUITE 1 050 SAN DIEGO. CA 92101 -619.687.0400 . u WED. AUG 06, 2003 09,JO A P0049601 SHEET50 t.;\PROJECTS\ 741776\SHEET50.DWG \ ~ ' -\_ rS 0.0391 I - 0 ... ·c-z __Q ... != -zN z --o (iJ -g u ;;; 0 0 <O I w ::: .,,, ,.., 0. ~ g; en_,.. a: N . r--..., N . ..., ---~ .,; -'N _g N + 0. g . .,. z -~ a..., w w 0 >----./. ~ --"' > 0. 0. -.: zt;; 0 > z 33+00 STA. 32+78.74 -2" MANUAL AIR RELEASE ASSEMBLY PER CMWO STD. OWG. NO. W6 Tl s-0. 130 - - 34+00 \ \ \ 30" RCP SD I _,,., \__ 42" RCP SO r- -0 r + 0 0 io _.,,, -•~ ..., :g --i. N &i cl w --,,: > ..: z I 35+00 12" ACP WATER \ 12" PVC SEWER RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO. @ 36+68 1. CMWD NO. W3 8307800 \ I I \ S=-o~OJos - - NO. (D ® \ ,--- I --- I T --.. - -- -----·------ ------------0 q ' 0 L ---± ~ <O ..., :g +-<i. N --ti =i--w ~ T T 0. > 36+00 37+00 38+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' \ 6" PVC SEWER LATERAL 8" RW 550 ZONE 2 PIPELINE "X" 66 RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH 861' 421.57" 689' 405.42' 0 20 DELTA §.8-03·13· ~3s4t49• .'?> 40 TANGENT 215.10" 208.77' PLAN SCALE: 1 "=40" 80 GRAPHIC SCALE CAMINO VIDA ROBLE RW PIPELINE "A2~"5£[ SHEET 53 "> "' 1" WATER LATERAi'. "'s,, 1 0" PVC SEWER TEL I I I I I I 160 I I I I I I X-REFS. COC-BDR.DWG. XUTILS.DWG, TOP05.DWG, X-DRYDEN-AUGN.DWG, X-PALOAKS-ALIGN.DWG, X-PALOAKS-PRO.DWG, X-CVR-AUGN.DWG, TOP06-1.DWG, X-PROP _UNES.DWG - - - s I -- CONSTRUCT RESTRAIN A L JOINTS 0 _q ·-- BO~A~ r--a:, 0 -H ;!i1 O>~;tJ Ill "' -~ -~-~,a:i ~ 0. u Jc -~ l/1 "-:x -1-- U"J (.!) ~ a:: • -' I w ,.., -H a:: .:: ~-_Q) ~ . ., -,-t--~ a:, • <O a:, • "' "' I -:-,.., ' -H 0, ;! ..., -H ..., ,.._ N Ill j "' N ± f--.a Ill "' + ..., 0 ---~-• ;! Ill --+-a - -- -- "' / - ·I-- -0.0T09 1--,- 0 '"' ... z ~ 0 ....._ ... z u ~ w z 0. z 1L --0 u "-1 I 0 f--... "' <X) -~ c§ 5 + ~ -<» 0 ..., z ~ :s t Ill ' 39+00 40+00 - 323.13 L.F. OF 4" VC C-900, CL -200 PIPE - . l ~· 0 ... u 0 <O -g "' ~ w "' ..± -I ... --d _____,,fi --·------a:, --f-t ~~ ---- • + .... ~-... _, > -~ -1:;:;- ~ 1/) ~ -~ :I: Vr- ~ - --b;J w --u,---u -0 I{) I--+ N 'q" -/ - -< (/) ~ .... w --z- ..;;! :I: - -r-(.)_ ½-s.,_, 0484 - --~ ---0, r--..,, --I 0, - _j w > _z + T --f-r 41+00 42+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. ..,...,,,., ~ ,,, ~ /-----~, ........ s ......... , /-I"'-.... '<-,,1 ---' ,, • • "'-.< r 4" RW 550 ZONE PIPELINE "X" \ \ \ \ "AS BUILT" P.E. ___ _ EXP. ___ _ REVIEWED BY: .... ' I i I DATE 250 240 230 220 210 200 190 180 W,Rl-'AM-~ /6·t4 •0't INSPECTOR DATE ~ CITY OF CARIBBAD I SHEETS I l-----+--+---------------1------+----I---+----+ ~ ENGINEERING DEPARTMENT 114 :====='...:::::==========----====: DATE INfTIAL OAT£ INITIAL OAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PALOMAR OAKS WAY -PLAN AND PROFILE STA. 31 +50 TO STA. 42+50 APPROVED WILLIAM E. ~'::J.ER ,44/A'#ri p .,.-:. ~( .... ~ DEPUTY CITY ENGINEER PE 28176 EXP. 3 31 OWN BY: DRW PROJECT NO. CHKD BY: NAB RVWD BY: DRD 3887-C DRAWING NO. 405-7 120303 .,:. 0 CJ1 I ...... 220 210 200 190 180 170 160 150 ------ I I -·- -7□NSTRUCT 462.22 L.F. OF 4" PVC C-900. CL-200 PIPE - RESTRAIN ALL JOINTS ---- -~ Q --Jso .,.; "' --- -' -' w -H ~ -H z ,.__ ---·-w _l;' u ., 0 <,:> 0 "' .,., 1----------------------· -----~ e, :;,; w ~ u 'io I I ~ ~ -I=--:::, ----- - ------- -H -H -V, t;; _j "' "' -' "' _j £? ~ ,.__ ., ;::c ;ii ·a m ., r -· ------+ -1--- ------. J i ·ti :i! --, .u ~ .,, ., 0 .... ... , ...__ <( i -,---ci V, VJ -~ w s,, 0 --:c --·□fa· v, ,.__ ---------w m ~ v, _j ~ -------i15 ~~-~ .......... ?f n. ----~ + -- -N "St' ~ -.,,, ~ ln w ~ -----__J :c ,, -- § - ------ ---·-<.> -~ N 0 0 ' 0 ,.__ ----+ ..., .,, co ... N -~ o,_ "' ~. -+ -f-"' -' .... w "' Q. > ... V, > z 43+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. - - - 44+00 RECYCLED WATER SERVICE TABLE 0 It) 12" ACP WATER r l I ,e n ---tA :::: II --':Q _w_ )--w 'Z :::::; 3::: i ---+ - - 2" GAS LATERAL S01'30'37"W 201.82' PARSONS OFFICES IN PRINCIPAL CITIES 2" GAS 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 NQ_ STATION (I) 43+64 © 46+42 CD 14+33• 8" ACP WATER! LATERAL TEL LATERAL 0:: SIZE 2· 2· 2" STD. DWG. CMWD NO. W4 CMWD NO. W4 CMWD NO. W4 TEL LATERAL -_:0- ACCT. NO. 8308700 8308000 8308300 4" RW 550 ZONE 2 PIPELINE "X" 66 • " , ----- < is: -' w N ------- -- -. -T ----z N" -• "' ;:; "' N -' I Q. + 0: ,.__ 00 .;,: -V, "' .,, ,.__ 0 t;; + + -. :;;: ,i: . ·--., -,_ --< <( ~ r EXISTING GRAOE 0 _t;; t;; ~ ------Q. -r----..... I z w -----.--. - ~ -.........__ "' . ------~ -~ -~ - s .. --~ -----..,,,__ ~ ~ I -_,, -I---,__ ,_ ~ ---.--. -- ~ ~ .. -' -I ,...__ --...., ~ s~ ~ll ----~ - -~, -~ -0 0 0 0 . . 0 ;,; . ' ., "' -± 0 -----"' co .... ~ - -<n _,---w -a: ~-> 45+00 lEL - -- "' Ii_ ... - ~ - w Q. > ...: z 46+00 WRIGHT PL. RW PIPELINE "V" SEE RIGHT ~ » /-s- 18" RCP SD__/ -s--s- -s-I 'S- 27" RCP SD -s-/ ' ~ "' 1 o• PVC SEWER 1' j 1:: _ ___,,. w 1 s~- 46+00 I\ TEL 5'_ l,,. " PVC SEWER LATERAi STA. /•J.J+iti/Jri -2" BLOWOfF TASSEMBLY PER CMWO STD. DWG. W6 STA, #ll'i<t.¢¢ -4" GV INSTALLATION PER CMWD STD. DWG. NO. W16, PO X PO l ,L <j f"\ ) I I I I - - ~ I 47+00 . . . ' PROFILE HORIZ. SCALIE: 1 "=40' VERT. SCALE: 1 "=8' STA. 10+03 27 RCP SO _1z'r~TER ? 1 o· jPVC SEWER ..._ ..._ ...__ END PAL~AR OAKS PIPELIN~ , ",X,", STA. l+?f j-J-(EC) -'/rt ,w,it1, RESTR M X RESTR MJ CONNECTION TO WRIGHT p~. PIPELINE "V" STA. I ~'fiJ N 1989502.32 E 6243353. 12 0 20 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE FRI, JUN 27, 2003 07:21 P P0OS3821 SHEET51 L:\PROJECTS\74 t 778\SHEET51.DWG X-REFS, COC-BOR.DWG, XUTILS.DWG, X-PALOAKS-ALIGN.DWG, X-PALOAKS-PRO.DWG, TOP05.0WG, X-WRIGHT-Al.JGN.OWG, X-WRIGHT-PRO.OWG, X-PROP _UNES.DWG \ I I "' I { I ., I I I "' I I I I a I I I 160 I ---CONSTRUCT 440,03 L. OF 4• PVC C-900, CL-200 PIP RESTRAIN ALL JOINTS ,Q BOI -~ "' z 0 -H "' -H "' -H -' 0 0 ~ t -H -' 0 ) 0 V, "' w "' w ., w 0 .,, "' w --;_;o !ill~ N_1::-. __L,,J ,n --ti -u <> Q. -w "' "' w w <( u ~ VJ "' 3: <O I -' ,-"' I :::, ---"' ~ -0 -..J L V, _j §-; . Q. • -H -H t;; _; d_ • -' u -' --<.> l5 --"'.l ~ --a: --a N ,.__ ::...-6 "' 3: ~ ' . ' . > :;;,: "' ? -l),j -+ ' ;,;_ z-z-"" • z N • ' a' .... -N t;; > I is: w u:i ~ ~ ~ :;:: 0 "' -H • V, ::l -N -"' ~ 0 ,_ + -+ :!; -0 0 ;:.. I 0: --± -,-'la ----~~ t;; <( <( -., l,j1-----,___ V, <( "' Q' ,-+ --z --<.> ~ w -"' 1--,___ -EXISTING GRADE, ------- -\ ---V" / / / / / ~ -~ ---// / / -//_/ / ___. cl)l'l10~ S"e,. __.,,, ..... ------~ ' I -------~ - ~ 0 ~~ c _n Aa<n ~ - - 11 +00 _,,.,--PALOMAR OAKS WAY RW PIPELINE "X" .'Ll<¥'Wr\ SEE LEFT /1 // II .-" ,:c-- -- r 12+00 ; STA. 10+ 48 45° BEND I It 6" PVC SEWER RCP ; LATERAL IRRIG SLE ---~, STA. yr///Jt/4/t -2• STA. 10+ 24 BLOWOFF ASSEMBLY PER CMWD STD. DWG. W6 BEGIN WRIGHT PL. PIPELINE "V" STA. 1./fW/J/ -Mf litt>l0, RESTR' 'MJ X RESTR MJ CONNECTION TO PALOM OAKS WY. PIPELINE "X" STA. /fl, 'i/ {EC) I I \ A 10• ACP WATER 'AS BUILT' I I + + - + + -+ I 13+00 4" RW 550 ZONE 2 PIPELINE "y" 66 TEL N 1989325.51 E 6243751.78 6" PVC SEWE ', 8" ACP W. TER StRVlCE r -j t LAV] BOJ t I I !.[ -H • z-I "' r oq i'i'-"' t ~ ,-u<0 1 ,.__ I :::, -t:) Ir ' ~ .:.l ,-_, ~ <3: O· ~ z ti~ lii~ 13 WW is: -' WO e- ~ Q.o; l + ... "" " < "' ,-V, . 1 --= -+ ~ -- ---· ---- ~ ------- ------ - - ~ - l - --l ·-- l f-- ~ I 1 14+00 RECYCLED WATER PIPELINE CURVE TABLE NO. Q) © ® RADIUS LENGT~ 861' 160, 8' 389' 160.21' 411 ' 122.13' 9'· -""- ~'!_,, j c>C 1() ~ , DELTA TANGENT 10'39'09" 80,27' 23'35'52" 81.26' 1701 '35" 61.52' STA. 14+37.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. W6 STA, 14+35.00 -1" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. W7 ------ "AS BUILT" 220 210 200 190 180 170 160 150 P.E. ___ _ EXP. ___ _ DATE INSPECTOR I fSHrn7 CITY OF CARLSBAD I SHEETS I t------t---1<----------+--------1---+--t----t----t ~ ENGINEERING DEPARTMENT 114 ::=='..'::::========:::::'..::=~ DAT£ INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PALOMAR OAKS WAY / WRIGHT PLACE -PLAN AND PROFILE STA. 42+50 TO STA. 47+12.22 AND STA. 9+98.97 TO STA. 14+39 APPR~ED WILLIAM E. PLUMMER /4.;.-1//4," t". ~-. ..., ...--2-t'.!i-01 OEPUlY CllY ENGINEER PE 28176 EXP. 3 31 06 DATE DWN BY: DRW CHKD BY: NAB RVWO BY: DRD PROJECT NO. 3887-C DRAWING NO. 405-7 120303 • • 250 240 230 220 210 200 190 180 1---------- ~ - I- --- 1-- I- - - c- ----- -c- -- -- -- - -- - -~--- . -------- --,-.. -------------- ------ I ti: I I -- -- ~ .... ....J ~~ ~ "' w "'" N I --. -tcN e:) N 0 _j "' -_j I 'o <( ... ~ H, ~ -.. csi 0 • + • -~ ---~ m > >-" 0 VJ 0 i + / 0 -)/ :' l;lllii Ii"'/ - 1 - ~ S.::::_ -01f16 ,- -~ 1--- 0 VJ a.. r~ >- ~ .. ----• ... . ... ..... . ,-. ~ 0-----+ N ...r -w Iii~ 10 00 + PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "/\" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 CONSTRUCT 499.01 L.F. OF 4• PVC C-900, C -200 PIPE ' ---+ t -,- g "' ....J f5 ... 0:: ... ~ ... ....J 5l ~-f l ... -w ":: :5 w "! "1 --'= -ci 0 -'< ·-;,: - "' ~ -w 0 w,-"-0 "' ,i: -~ m I "' . V) a? --7-=---c5 I=---""-"' -"-s' ... {.l _j _j _j "' • _j I -....J "' _j ~ "" .... g t -... ~ i :x ~ • ~ ~ U) ~~ ,_. "' ~ t--+ ----,. z V) N ZN I -.. -co --I . ' ' > .... "· < ---U) -i. N 0 'fl a.. --~ ,-I--. ~ ~~ §__ • V) + -i. co "' .. -~ -r --I -VJ l 0 :5 ~ :5 = ~ N -N ,-. :$, ~ ----'i VJ -1---t-VJ V) co 0 + + ----~ ->-I---< ~ >-_v, I-----"' ~ >--' .... / -, ---r -~ --•VI, V -r---. -I--I- , EXISTING GRADE I --~ ~- s,,_n./JBey-i--.L. I 0 0 "' "' + ..,. 0 -m 0-_g N _j--w a: ~ -· - ------.:; 0 "' N _;. "l --co -~ - 11 +DO 1-lt-4 I -0 -i. N :, =i-w -= "-~--· J_ ::=J' 11 3" GAS --r -+--Oli:' ;__. "'!Qi'-_ ),-ir u a.. 6" PVC SEWER LATERAL TEL I-- ~ J 12+00 12" PVC SEWER 12" ACP WATER ~) 6" PVCiSEWER LATERAL TE., ~ -- T 13+00 C q; BEGIN DRYDEN PL. PIPELINE •z• 4" RW 550 ZONE ST/\. 10+00.99 -8"X 8"X 4" TEE CONNECTION TO PALOMAR OAKS W/\Y ,--__ ....._ PIPELINE "X" -STA. 32+73.74 N 1990859.63 E 6243024.91 PIPELINE "Z" RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT 0 589' 203.50' 19·47'45• 102.77' ® 311' 346.03' 63°45'00" 193.39' I I I I I I I ------- I I NO. 1 2 3 "4 / N "': - -------co -r--,-, ~ - -- 14+00 I ~ _j --------~ t------s,, ~ 7 - - . - 15+00 - PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' • 6" PVC SEWER LATERAL I RECYCLED WATER SERVICE TABLE RECYCLED STATION SIZE STD. DWG. 14+17 2· CMWD NO. W4 15+98 2" CMWD NO. W4 19+00 2· CMWD NO. W4 19+02 2" CMWD NO. W4 0 20 ACCT. NO. NO. STATION 8307300 4A 10+85 8307400 4B 13+76 8307520 8307540 PLAN 40 SCALE: 1 "=40' 80 GRAPHIC SCALE FRI, JUN 27, 2003 07c22 P POD83821 SHE£T52 L:\PROJECTS\ 74 1778\SHEET52.DWG X-REFS, COC-BOR.DWG, XUTILS.DWG, TOPOS.OWG, X-ORYDEN-AIJGN.OWG, X-P/,1.0AKS-AUGN.OWG, X-ORYOEN-PRO.OWG, X-PROP_UNES.OWG, TOP06-1.DWG -- -- I- --·-... .... -____.., "' - ~ . - N ... "' "' - . _j .;: ~ . .. - . . - - 15+00 8" RCP SD I ~:' w-~~ 0:: ....J cj--t.l ,i: . l)l~ . . > a.. "' r---- ------- s,,_o o §.)7 - :,. ~ 8" ACP WATER SERVICE NATER SERVICE TABLE : IZE STD. DWG. ACCT. NO. ii° CM WD NO. W3 NEW 11 11 CMWD NO. W3 NEW 160 CONSTRUCT 406 L.F. OF ◄• PVC C 900, CL 200 PIPE . 220 -~ ' ... ~;ti __ ... t"§ WN ~ '." ~ --~ _j "' ~ >---ii n <( co ~ ~ ~ ,-..... . ~ - -' I-- 0 ' C! "' . -~ "' -"' ,.._ g --~ 3 --w ~ a:: ~-> 16+00 \ \ 8" ACP WATER t ....J r?. w ~ >-::5,. 0::1-j ~ -t,l ~ > a.. • "' I -fl N ,r_. m + - ~ V>~ 1-- _j I - ----- ,- f 17+00 TEL--, 8" ACP WATER SERVICE \ 18" RCP SD I l 1 -- ---~ ,--[sol 0:: -H ....J zo I w 0 "! ,-. w 3 IF:, U) _j w <.l<O V) "' I ~ . -,c ~ ~ ... Iii ---i --"" -... 'o • Pz 0 ~ I -~-----s -a, . . -i. -_ .. ' >-"' V) ---....J"' ;t; -g;_~ ,- + ~ a "' -z ~ o,_ j?;; VJ VJ ,_ z t- w -t--~---· 1 EXISTING GRADE ' ~ " "-' ' ----~--' ~, ----. + t I -~ + -----. t \ \ G/\S ---------- ,----- --- ----------------- l ------------------- 18+00 19+00 NOTES 1. PROVIDE /\ MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFl'.7 SEE NOTES 38 AND 39 ON SHEET 5. END DRYDEN PL. PIPELINE •z• STA. 19+06.00 -END CAP WITH THRUST BLOCK PER CMWD STD. OWG. NO. Wl 5 N 1990434.93 E 6242298.42 ST/\. 19+04.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 • GAS \ TEL \,\ \_.,...-10" PVC SEWER \ <\ \ \ \ \ \ \ \ \ \ \ \ "AS BUILT" P.E. ___ _ EXP. ___ _ lDC INSPECTOR Lw RECYCLED WATER SERVICES 1 I 210 I I 200 j 190 -- -- 180 - I 170 160 l I 150 DATE ~ CITY OF CARLSBAD t---i-t---t---------------:;::7-lr---t--1-1-1 ~ ENGINEERING DEPARTMENT t=~~S::::::":;:::2.~~=t==t=t==t==:1 fSHms1 L.!_!!J DATE INITW. OAT£ INITIAL DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES DRYDEN PLACE -PLAN ANO PROFILE STA. 10+00. 99 TO STA. 19 +06 DEPUTY CITY ENGINEER PE 28176 EXP . DWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB 3887 c RVWD BY: DRD -405-7 120303 C ti! :E ~C) ..... ....~ """"0 .i:.o, I ...... 250 ~----~----------...-----------.----------=---·i------------.-_----------_---.-_-_-_-_--------..,.,..-----------r-1~:=_---------,---,----------,------------,-__ ----------~-----------l~-----,-250 CONSTRUCT 901.20 L.F. OF 8" PVC C-900, C .-200 PIPE . RESTRAIN All JOINTS - --------,-----------+----------~ ..., -- ------+-------- "' ... RESTRAIN ALL JOINTS ---[sol 240 +------+------------t------------.,z~.,.--,et:=~~et:=~;--;;;°'~~.-~.r-.'~o=~:.--.."'> o-...w,-..wcow.ow V>r--. .... 0 ON 0..., 240 230 210 200 F-N I= ~~N~-=j--j 0... r,d l!J .- t---------;---------·---------~-U::::,?. ~O'I io io I Uc,) :-i < --------;v'lf'L.:..::i,-=---c Ci,! ln,I__ -~ j:'.::,;u5 .a.u .a.u · ~ V) -_J _J _J ..-- V) >-------+-------------- 1---------4------------+----------0 ~• ii • I • I I.._" + .....u > .OL.> co~ ..o ..... z-z..,..z-. -- -N • _j c3 -"' ...: "' ---. ~ ----= -z • -.... .,;,~---NO _t N -_j a. > ~ ---,--s: o ..__ ---+------------------------1------------'iz~ll------l ---+---t----1 ~ I---- -- --------+-- t-------~ - -- --------- I---------- z w _lD - I ~s=o.0303 --- - / - s-0.01 n r - - ------·---------t--------4--- 1------+··----·--------+---------------- -------------+--------------+- V) 1-- 230 J r ---+-+---+---H-+---+---e-s--------f------- -z ...J -f-- 210 - (.) - I---r 1 -- / .., 200 VJ z ~ 3: -~<::>=t----t--~+---+------+------;--0... I-u a... ~ ~ ii: ~t----+-- c ~ji,:N • •.-.. o _..1o -0m .a ~ o f- N V) --t--------- -+--------- Q q NO U_..,.... 0 190 +-----+------------t-----------+-----~r-----t-----------+------------t-----<;:it------+----------+H-,-+--,.cJ---,,1"2-:-tf---1-r-+-----,;;r-----t-------------t+t------------t-----------+-----t-190 1~ ---~'° _._ ~r--. _._ +I -a ±i~~ -r-i2 ~O ...-..-Ill ~1"1 ,...__ i.Oa... ~O') ~o:::i .-0 ~ _ _ _______________ ----------<----0"';+----t---,J)N~'°;;:fls"'H"'Ft"---<ilo,1,-~"';J-lNsl--t------.Ji~ < <(&-+ ~ ~ +·~ +c., ± 1:: ~ ~ :;.,,....,-!----1----·------------------------tAd -1----iAf...., ...... -~...,i---"c-~•o~":,_4•..,~->+...,.,_-t------i,)/.:1 t-------+------------+------------- 1------+-----------+---------------->-- --·-· >--· ------------+----------·-- - -- N ~ ± --------+--------- --1---------- ~ ::5 1 a:: :.> I---~,c1--i--,-r't ,--<rs!-""1~ > z > z 1-~-~ 1-1z .... w 1-1:z 1-1z: ;1z ui 180 __._ _____ ...L,_ __________ __. ___________ _._ ____ --'-,__ ____ __. ___________ ...L,_ __________ __. _____ ~------+-----------"'~_.__>~--"'~--"'~"'-"'~--"'~----,-,-,-----~-------=~-,--------------,~----------~------------,-----~ 160 I--------------t--------------+--------··------I--- - ---------------- I - -- <"08.J 42" RCP SD -------- PARSONS OFFICES IN PRINCIPAL CITIES I 10 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 20D3 07c25 P POOBJ821 SHEETSJ Lc\PROJECTS\ 74177B\SHEETSJ.DWG 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 I , 10" PVC SEWER 12" ACP WATER ,,..---16" ACP WATEfl BEGIN CAMINO VIDA ROBLE PIPELINE "A2" STA. 9+98.98 -8"X 4"x 8" CONNECTION TO PAL0!,4AR OAKS WY. PIPELINE "X" STA.....3~f26.87 N 1990282.44 E 6243B24.65 STA. 10+55.00 -2" // BLOWOFF ASSEMBLY PER // CMWD STD. DWG. NO. W6 // II -.J. ' 36" RCP SD " PVC SEWER -.,,.,:::~TERAL ~o 0, R 1-t1--I_ s 10" PVC SEWER 8" RW 550 ZONE PIPELINE "A2" t - RECYCLED WATER SERVICE TAflLE NO. STATION SIZE STD. DWG. ACCT. NO. 1 12+86 2· CMWD NO. W4 8311410 2 ..... 15+18 2· CMWD NO. W4 8308702 3 18+97 1 • CMWD NO. W3 8308800 2" WATER LATERAL 6 X-REFS, COC-BDR.DWG, XUTILS.DWG, X-CVR-AUGN.DWG, TOPD5.DWG, X-CVR-PRO.DWG, X-PALOAKS-ALIGN.OWG, X-KELLOGG-AUGN.DWG, X-PROP _UNES.DWG I I 0 20 40 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE \ \ • Cl KELLOGG-11\/E. 6" PVC SEWER LATERAL 160 / STA. 15+44.57 -2• MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 DAT£ INITW. ENGINEER OF WORK I I I I I ,. I I Ii ,._,, 10 PVC SEWER STA. 15+54.57 -2" BLOWOFF ASSEMBLY PER CMWD STD. QWG. NO. W6 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCELD WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 ANO 39 ON SHEET 5. 8" RW 550 ZONE PIPELINE "A2" A 6" PVC SEWER LATERAL Ji' "AS ..... I() BUILT" RECYCLED WATER PIPELINE CURVE TABLE \ .. C NO. RADIUS LENGTH DELTA TANGENT \ P.E. EXP DATE (D 411' 277.79' 38"43'34" 144.44' 1v~ 10-,1-01 INSPECTOR L# DATE ~ CITY OF CARIBBAD rnTI 3 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES CAMINO VIDA ROBLE -PLAN AND PROFILE STA. 9+98.98 TO STA. 19+00 APPROVED WILLIAM E. P~ ,.o.2c(/./4-. • ~ ~II!! -~•,.,.,, 7-t'S-fJ.3 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: ORW I PROJECT NO. I DRAWING NO. DAT£ INITL>\I. DAT£ INITW. CHKD BY: NAB REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: QRQ 3887-C 405-7 Yl03 03 .a::. 0 u, I -...I 290 ----,--------,-----------~----------1.---------------,-----------~----------~---------~---------~--------------------~------------------------------------290 1------1- - : ' ' + ,I-- CONSTRUCT 1200 L.f. OF 8 PVC C-900, CL-200 PIPE RESTRAIN ALL JOINTS - ~9 ~ - LAV J :ij -I 80 ~A~ ~ 280 -t------t-c"r..--:__.:::;r----wi-c5lo,--:::;i::;.---------j-----------t------~;;;r----;c=-t-----------+--------;:;.-----+----------+~~::..;4--------:::;r,;;,-h~--,=1--r.J.l..~-----br.,---:..1------+----------cor::l.-,,,,----------I-----+ 280 0-tt W OOl ~_J-H Vl O...+t W <O ...J l() 0...-H U.+t •co W ~ V).,... w S::? 00 ...-< U"'1 U ,;;: !-.J « UQ'J ?-c, t--.,-... %) U 1' Q.~ ~ -5: -g~ W~ -_L_ -Cl ..,cj r.;'.'. -~ -i.-.-I.... -~0 ::--5"1;. • 521:.:.'. I ~ __ ± N ~ p,r') ~ "co~ .. w < I a I tn I ...,. L..a. N -i.. Q l.L. jJ...'L +I ., , 0 • -I---Jt...: ~ (.I') t-Vl +I .... .... ~ Vl ~I.I bl ~ i-__j Q:: N --1 a::: _j I I ..J oc , __ _ ___ __...-~1---'1-11---I' ,--';,;·~+JG--',-.' +-1-----+"'---,Jw--' ~ I w -....C..f---r.sl . w IJ:I w _ i-,,, -i:; 1,• ~ ; ~>· 3:1.._• +I :_i-l t_:;: OON +I -ci._ • J::: -H J-------l---r+szi------ci,+t---~-,1------i,,/~ "'vi!!,zi!:------~ tO ~ ~ + ~ 1....~ ~-~ ~ L--~ ~ -. ~ 270 -+------i~t. .. i+--.,,~---'-q..---,,• ,f----ja_?f-~-~---------1-----------+--------'":.,+___:".,;+-,-,i-----------+---------:•....f-------r-11-----------+---+------..!~~-::;o~o,o-l-,r--~00:+.-+-+-------l;;"-i!------------____.;l-----------,·?,l.jl-..:-j:J-. ________ ____jl--:ll)~----+-270 • < • ~ N £'I I < I'---+ + I '.ci: Q I Y] p,r') I > -~I-----...___ I ----,1--+------~iil------"N!J+--I"~~ r--.~ _;? --,..., h=-w w-~ :r: -. 260 w v, I- I-..... + (.I') -tt ~ t-< <(~ +t (/) . ~ N~ co . IW 0,. a:_ -I-------t7,t-~ ~ -°' -1------1-->"":;l-J-~· ~ ~-1--I--~ w ...-0 I U1 ~ Vllji t;iv, I :C + --~... -~ f-~,j---+---t---+-+------+-t------------I----+t 1ft 1--- -~ ~ _ -1--f:5 "It I _L. / ► II" r,r'.l~n~ r-,. I O> + 1ii V) V) +--I N --+---+-- -+ - - ---0-- ---, . " -O:unu ----L ---- 0 0 -t-..... I') - 260 - - ~ 250 +-----j:tn " ~----+ 250 V> 240 w ~ --. :r:_ u ~ ::::i: .,., "' ----IN • V +--5-0.0212- I-- -- --- --------+---- -· --+--------------+---------------+---I---- 0 [l_ 0 "' - -~ ------------------ c------------ ------- 0 ,-.. 240 a co 8 230 ---t--------trrt---------------j-----------+---------------J-------------..,;f--------------l-----------+-----------,--,..;f------"-:+-----,l-,,;f---..,,,,2 >-------+------------<e-------------+---------~~ ----------------------------------~---i';';l;!,. ... >-------'-j' «-H>---J---.i+4".,.___~3>1tr::::; b ,..; ---'N<il---------"~ 230 NC.0 NlO +I__ ~c-:,i ~a. ,.. ------...,~(!-----....;:;":li"'ll----+-~00----~°'~-j c(~ -'+ c( + ~ d -_ ____,_ __ ------- -- ----·---------vi~ ~ d ----1--""";,,ici--~ § - +-----------+------------- -·-1---------iz --+-------------+-------------------+---,;0· ..,.z,-.-------------J---------'"---~ ~ ~ ~ -~ ~ t~-r I 220 ~-----'------------:-::-'-=---------:-:--'-::-:----------::-::--'--::-::----------~-=-----------,----'---,---------~--:-c-----------.J.._---"'-"=----_:_:i::.._....L_::.c.._=:.._-------'----------_j_---------....L------------'L-----L 220 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 8" ACP WATER SERVICE I I I I I I PARSONS OFFICES IN PRINCIPAL CITIES 11 0 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 20D3 07,26 P P0083821 SHEET54 L:\PROJECTS\741778\SHEET54.DWG 8" RW 550 ZONE PIPELINE "A2" RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG . ACCT. NO. 4 22+65 1" CMWD NO. W3 8311310 5 22+92 2" CMWD NO. W4 8308900 < 6 29+85 2' CMWD NO. W4 8309100 1" CMWD NO. W3 NEW 613 29+30 1" CMWD NO. W3 NEW 6G-29+ 70 I" CMWD NO. W3 NEW 6D 30+26 1" CMWD NO.W3 NEW X-REFS, COC-BDR.DWG, XUlllS.DWG, TOP05.DWG, X•CVR-AIJGN.DWG, X-KELLOGG-ALIGN.DWG, X-CVR-PRO.DWG, X-PROP _LINES.DWG NO . ® PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' STA. 26+20.00 -2" AIR VACUUM VALVE ASSEMBLY PER CMWD STD. DWG. NO. W7 RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH 1989' 150.21' 0 20 DELTA 04' 19'37" 40 TANGENT 75.14' PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 160 J 1 o• PVC SEWER \ KELLOGG AVE. RW PIPELINE "82" SEE SHEET 61 N 1989718.45 E 6244920.91 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTEO OTHERWISE ON PIPELINE PROFILE . SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE Of 1 PIPELINES AND CROSSING UTILITIES EXCEPT WHERE PROFILE. SEE NOTES 38 ANO 39 ON SHEET 5. FT BETWEEN RECYCLED WATER NOTED OTHERWISE ON PIPELINE I() Ii) w w LATERAL :I: ,' " V> w w -rr\.=~L-...:..-i----1-"V>::-, "AS BUILT" P.E. ____ EXP. ___ _ IDE~ INSPECTOR ~qt'. t DATE RECYCLED WATER SERVICES ~ CITY OF CARl.SBAD I SHEETS I l----+----'~-,,--------------J~l---+----1---+----I ~ EN GIN EERING DEPARTMENT 114 :=::=::.:'::::::::::::::::::::::::=::::::::::::::::::::::::::::::::==::=~~ IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES CAMINO VIDA ROBLE -PLAN AND PROFILE STA. 19+00 TO STA. 31 +00 APPROVED WILLIAM E.Jl.V!MER ~~-r.. ~ •~ • 2·t<£-aZ l-9"E¥PLJTYC1rfENGINEER PE 28176 EXP. 3 31 06 DATE l---+---1-------------------+-----+----I----I---~ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: DRW CHKD BY: NAB RVWD BY: R PROJECT NO. DRAWING NO. 3887-C 405-7 120303 U1 .1:1,. 0 .... ....... ....... .1:1,. C ::E G') .,::ii. 0 0, I "" 250 >-----r t -1 CONSTRUCT 224.62 L.F. )F 8" PVC C-900, CL-200 PIPE I CONSTRUCT 975.38 L.F. F 1 o· . [STRAIN ALL JOINTS l I -- 0 0 240 230 220 _ _q --_o ~ --IBO~AI o -0 N "' "' .... o ... • L w ~ .., O> 00> u "l t-- ..,_ i~ ci i:ri ..., If --..,_ l O> ;"! I; + N +N w -~ --t/l 1/) ~ _j .., (/) .,., _j Q: .,., _j t--~-f---W--.... t--~ ...,_ ---g~ ., ~ .,; 0 :,; ~ :;; i .... -- '<t' .,; ~ ---------• .. , "' .. --o . >5,, -----u. 11. -> >f---__J_ > f-------~ ..., ----w r--.....r---. ... ~ w · -"' - I Ii ~----------__t -v, r---.__ + "' -w--___, ----- LaJ -v, ~ 0 ------,-EXISTING GRADE V> 0 -~ ----/' ---------0 -t---T s;-0.1242-::::----... ~ ~ r -I') --------------~ -r -- 210 -$ ------------------&, / ~ ' --------------------~ f-·r -- LaJ ---------~59 I ----- 200 ~ z -t---- ' ---------------------t----~ --I ------------------ --....,,_ ~ -0---+ I:;; ------------------r--...... :::I!: -Q: 0 w w -----------------------1--3' ~ --z w ~ 0 1/) 3' -r f--+ --~ 0-u u ----s~ -o.c4 ,.,---t--w < -z z • ..., • I· 0 --0 • 0 u N -f---0 u 190 "' .... ' . . l w ... ~ ... +.,__ ~ §--~ ;:!) -• CX) --+ -N. <O .., ... w . .., . .j N ... ~ -0, ~ ---~ <-C'Q -rs, "' + 0:: + • + + >--. .., .., _j I'!:) "" _j ~ ~ V> ..., "' + w "' .., w .,., "' w z 180 -tr ;"! w . T r a:: :,;: 3' --;-r; "> --I ·z z >-->--~ >-V> 0 V> -"' (/) ' 32+00 33+00 34+00 35+00 36+00 37+00 38+00 -- ' STA. 33+24.62 -1o·x 4"X 8"x 4• CONNECTION TO OWENS AVE. PIPELINE ·er -ST!,.. 15+47.93 N 1989455.84 E 6245441.56 ~24 RCP SD 'STA 33+ 19.62 -2" BLOWOFF AsStN8.L Y PER CMWD STD. DWG. NO. W6 2 8" RW 550 ZONE 66 PIPELINE "A2" TEL 30" RCP SD PARSONS OFFICES IN PRINCIPAL CITIES 11 0 WEST "A. STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 WED, AUG 06, 200J 09:J1 A P0049601 SHEET55 L:\PROJECTS\ 74 1 778\SHEET55.DWG ~ STA. 33+29.62 -2• MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG NO. W6 ~ff 12" ACP WATE 1 o• PVC SEWER X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP05.DWG, X-CVR-1\LJGN.DWG, X-CVR-PRO.DWG, X-OWENS-AUGN.OWG, X-PROP _LINES.owe \ \ I I 10" RW 0 20 PROFILE HORIZ. SCALE: 1 •~40' VERT. SCALE: 1 • ;8' 550 ZONE "A2" I 1 • WATER SERVICE STA. 38+47.00 -10" Go/ INSTALLATION PER CMWD STD. DWG. NO. W16, PO X PO 38+00 · RECYCLED WATER SERVICE TABLE 40 NO. STATION SIZE 7 38+65 7A 41-> 80 PLAN SCALE: 1";40' 80 GRAPHIC SCALE 2· 2" STD. DWG. ACCT. NO. CMWD NO. W4 8309300 CMWD NO.W4 NEW 160 I 250 - PVC C-900, CL-200 PIPE --1 I l l ~ Feol --l- BOl t 240 0 ti g ~t 1/) "' I< r< rm-~ ,- 0-i ~ (0 -JD ~ - • _j d~ co w -~ >~ ,~-1::: ~ "' -m > • ~ ~ I .,., ... ---"" 1--"' _I£! 'i' --- co ~ -,_ V> I· -- -"' // - 0-- a• ACP WATER SERVICE I I I w 0 ti Q: u 1/) "' w ~ oi -';( 0-.... 3' ~ u "' ,,-- 0- ~ .. _j ':;;! -0 w .., -i I> _:,, ~ ---,-z • • "' I ... -ti UJ O> . ti __ .::; O> -f----+ ' ~ .., "' .,., -+ f--.,; ~ V> - V> - -r - -- -- / I -t-- ~ __s;Q.0237 f--- -- 39+00 \ _, 3" GAS ti O> ..., w ti 0 ti ..., w ..., ~ ti "' ., w u "! 1/) N w u ~ ., 'St N >--~ '° _,,,. --- ---------~ a -O> .... 0-w O> I O> (0 I I ~ ~ -w ~ l,' --"' --ti ... ti ...i _j -~ _j • _j a;i Q: N t ~ w-w ,ti w-«> w --------"' 1---... ;::. ~-> ... ;: ~ I ~ ., .... ~ z ~ ---+ z --·--------------3: -+ (/) 0 0 N co ... , . ... • ... h ~ Ii O> _$, .,; u _, ,: "' l. > 6 -----------_,__ w (/) . V> V> • N ti "' ... f--f--I -... LaJ ;"! ,-.: I I r t---ti " ----------------"' Tl -(/) 0, V> + ... N co + ----..,; w S> co LaJ + V> ;,. v, -i. t--------0 -r - ~ " f-- " f--f-- - I 40+00 I I I I I I \ V> - ~ ~" f--- - ·- f- 0 I !.,.--1s· ACP w,;.n:-r. 1----- 1 'I 16 ACP , TE - -.. ;"! ---------" "' ~ ------------------I"') ~""'"' '<t' ' d' I (/) - LaJ ~ .~ I -<.> ~ -~ 5;Q. -0.0117__/ gi s N f--jj e> z r-----c:, 0 0, + co ~ "' N "' ... ?ii .,; t,; = w -~ ~ > -41+00 42+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROV10E A MINIMUM VERTICAL CLEARANCE OF 1 FT BETW£EN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. SEE SHEET 95 FOR,rlp\FFIC CONTROL REQUIREMENTS FOR PIPELINE CONSTRUCTION THROUGH CAMINO VIDA f/OBi.t "P!D PALOMAR AIRPORT RD. INTERSECTION. 4. SEE NOTES 36 ANIJ 50 ON SHEET" 5 REGARDING UNDERGROUND TRAFFIC CONTROL FACILITIES AT THE CAMINO VIDA ROBLE/PALOMAR AIRPORT RD INTERSECTION. STA. 42+95 -2" AIR VACUUM VALVE ASSEMBLY PER CMWO STD. DWG. NO. W7 3:: ~ 6° VCP SEWEk""" (') LATER!.. 2" ACP WATER SERVICE 7A ffi ::c e• WATER r StRVICE ,.., 12" ACP ,. WATER £\ -1' ~ 210 ..... (.,I moo ~ -w ,i;i't ' c-=t-=i ~--,. .- 0) 18" RCP SD "AS BUILT" RECYCLED WATER PIPELINE CURVE TABLE ,I NO. RADIUS LENGTH DELTA TANGENT @ 761' 539.12' 40-35'26" 281.43' P.E. ___ _ EXP. ___ _ j 1 230 l 220 210 -200 I ' 190 j i 180 DATE 451.90' 31"07'11" 231.67' ro~ INSPECTOR ~ 10·1~-otr DATE REC,;;LE~u~~T-~R SERVICE ~ CITY OF CARLSBAD I SHEETS I l------l---+1------"-"'--"""'-'"-'--------l---l---------l---~-----l------l ~ ENGINEERING DEPARTMENT 114 t----i---tt------------,r------r--r------t---t------t---t O,,TE INITIAL O,,TE PNPTPAL O,,TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES CAMINO VIDA ROBLE -PLAN AND PROFILE STA. 31+00 TO STA. 43+00 EXP. 3 31 OWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB RVWD BY: R 3887-C 405-7 120303 240 --,--------,-----------,-------------.-----------,-------------,,-----------~-----------,,---------------~-----------,-----------~----------------------~-----------------240 -I--CONSTRUCT 1200 L.F. OF 1 " PVC C-900, CL-200 PIPE RESTRAIN ALL JOINTS RESTRAIN ALL JOINTS --+------+------=---=-'-''--..C,...-----------+·+ RE TRAIN ALL JOINTS l Q ---~ +---~~ --0 -E ;l: I 80 ~A'9 ~ -;:::_ I 80 I :;J ~ 230 -+-----+-----------l--;;:c,:'l'.-H.;----------i--------.:..,=-H---i'-----...,.-f-------+-------;=o;r..-,~r.o¼'N'-r'L---jf-----------,;+-,~FSr.oos-------:.+-•"v,""'o"""-....;, o::: +1 ...J o::: +1 o.., o +t o 1-+1 o::: +1 w~-~-__ ~~O>N ~ --+--------coi"t,N..;,·+>-c;'<",~'+----jf------------'~'+-b~.;t.,"',;-·-------""'~1_.c;•<!:'hOr-<.J. ... :'-"-"11 \,tO>N w ~~ ~~-_ _ ___ ----------------!---~ (l')o CD~ O:::r--------+----~w~ 230 :;.,;0 ct: l()OJ z OJ 10(0 W --IUJ 0...1~• 0::: >oc; ....,- :> --~ ~ _< -. o w --------+..,:+-· fl-=------.....;::<:i-·.., -•-'I-~·--+ ·u..::Vl'!'~~.:..i1 ~3::+'~~4"'-."',.__=-+----1-----------< u t-,. w < ...J r--~ ~ ..,, I--;r - -ti 0::: .... '<,-t=i --=> ..-• I, l ~_j . ~d V) !:;_J ~15 ---+-----Vl _J U1 I ~_j I ~_J ~ ~_j ~...J ~------------. ----__ ._ • _j ~I-u :::1_j ~1-· ~ >" Z 9: ~ _-: +t <I( ' O'JI I ..:( • .-L&.J --I-•;;~---~ >-• Z ~=z·---tn-,,-_ o a._ -~"',,_,, 1-> • .-·-'> t-> +-------·-· ---~ i-.· ~ _,____ ID~--o:::, >_· -tO '" u >-= _ -~ 6 ..---z I~ • z < w z l 220 -+----~-~ .. r+------------i--'1t,--,--------i--------t'lt:---+------------j'------Ka._t-++tii<;-t----j-------------li't--------~0ttl--+~1+-~"'++1--,0.+--l-----jf------------+------~,.__-~-~,_;,1--_--jf.-~~i!------------jf.----__,->-1--------hr--,.;;_ ____ +-1 220 +I <( > ~• Q .... -tt < _.. ' 0... ::::) ~ I.,.,, ~ -~t} -• -----~.LQ,..._ -1--------------------·----lO >·1----1--..,,;--,.,c1-~ >f--l-----+-----------1--------lll;t-~--+-coit-----------,I------:'-+------+=--~ ~ ~w-__ <X>I )___ f---·-----+--en~ ~ -_..._,~~ l__ d + N • co I L..J 1--------. V'} + ,...,. -in -w-~ l/l ;!:la:: O t-I :J: j ---H I------+-------t-~~+----+-----------+lf---------++-+--"'1---!-~---i--l------- - -·1--:H,1-----+-~><~_ --,.._ a) ..., ::t u ~ ~ V +I VI ::c ~ ~ ·O ,c( l/l V 210 -+,_-----i:r. .. 1---_-_-_-_-_-_-_-_-_-~---_-_-_-_-_-_-:_-_-_-,...,l-,.,-.... -"'-Vlr;~::::::::----j--------,,; -,t-----j~------------,_,____; ____ -l--rtii-Fo'.+---j~----------------=------_-__ -_-_-+_t---------++--j_ ~f-Vl+--+~t;;+--1-f-----++_-_-_-_-_-_-_~1--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~-t-rl--_-_-_-_-_-_-_-_-_-_-_-_-_-++--,-!i:=;===~~----+: -~===========-----1-1-f.----__;~iof.------1,~I: ... *, ,:------11 210 --.a;_~_,_,__ _,_ -"' ' , EXISTING GRADE -----~ ; ~ + l..&.J -' -z LJ :::::::----._ :ii~ -~ l~ (.) 1--- -+---;4 190 :::i: -------=:: ~9 ---------------------- 1------+------------+-------------- 1---~>_._ -1-------------- 7 / □ - S 0.0090 - La.J ..... -. :I: j l -.Q-I--: !.----t-190 - - ;z :::,,:z 170 -'-------'-------------'------------==-----------"------==.=..----------------·'-------------1----------_j_ __________ _J_ __________ _L __________ .....1... __________ ...J..... __________ .,L ____ _L 170 44+00 45+00 46+00 47+00 4B+OO 49+00 50+00 51 +DO 52+00 53+00 54+00 ~ ,Jf?_ ~ ~~ S'- z -f-- RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO. ® 44+11 2" CMWO NO. W4 8510500 ~ - ~ ~ -----8" ACP WATER SERVICE 12" ACP WATER TEL 8" ACP SE 0 >=-..-.. '-. 8" VCP SEWER . z 6" VCP SEWER LATERAL 8" ACP WATER -.. , Sf!MCE; -3/ -------------------------------------~--------4!~ -s---s---s---s---s-----s-- NO. © ® ® PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT B32' 451.90' 31'07'11" 231.67' 486' 38.94' 04'35'26" 19.48' 482' 403.58' 4758'26" 214.47' \ \ a· ACP WA'fffi SERVICE 47 + 54 STA.\M/flillh -2" BLOWOFF ASSEMBLY PER CMWO STD. DWG. NO. W6 24" CML&C STL. PRESSURE SEWER PALOMAR OAKS RW PIPELINE ·or-~· SEE SHEET 64 LJ FRI, JUN 27, 2003 07;29 P P0083821 SHEET56 L,\PROJECTS\741778\SHEET56.DWG X-REFS, COC-BDR.DWG, XlJTILS.DWG, TOP03.DWG, TOP05.DWG, X-CVR-AUGN.DWG, X-CVR-PRO.DWG, X-PALOAKS-AUGN2.DWG, X-PROP _UNES.DWG PROFILE HORIZ . SCALE: 1 "=40' VERT. SCALE: 1 "=8' STA. !/!ff/i~j 47 + 59 1 o·x 1 o·x 8 TEE CONNECTION TO PALOMAR OAKS WAY PIPELINE "D2" -STA. 10+03.73 5 N 1988285.64 E 6246252.26 0 20 40 65 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE \ ~ STA. 50+58.00 -2" BLOWOFF ASSEMBLY PER CMWO STD. OWG. NO. W6 160 8" VCP SEWER DATE INITIAL ENGINEER OF WORK STA. 52+ 75.02 BC -22.5' BENO RESTR MJ X RESTR MJ STA. 52+64.30 EC -22.5" RESTR MJ X RESTR MJ " -VCP-SEW!il< REVISION DESCRIPTION NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES ANO CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. DATE 2" POTABLE WATER BO 8" RCP so DOUBLE BOX v"'<,_,'0 ~0 cu~ --1:f'-,c INITIAL DATE / / --r- INITIAL ½ / - cc c:;4-1'° ~ y 12" OUT~"~EY/tR W' "AS BUILT" P.E. ----EXP. ___ _ IDJt: INSPECTOR ~ DATE [SHmsl L!.!!J IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES CAMINO VIDA ROBLE -PLAN AND PROFILE STA. 43+00 TO STA. 55+00 PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL DWN BY: DRW CHKO BY: NAB RVWD BY: DRD 3887-C 405-7 120303 c.n c,) 0 .... ..I,~ ..I, 0 ~01 I ..... 230 220 210 200 190 180 170 160 -- ~ -1:0 w "' "' ... 0 ... "' ... "' ... u w w ... Vl 0 w l<o w 0, --if ~ g-~ en < :; w ';::: a.. w "'1, Vl ~ Vl ,;;_ 3' -=---a. a. ~u a. "' u u __; • __; u __; ';, ,.., • • ~ I~ -l.i ~ • ~ --!I: ~ 01 .... _Q --<O • I _, .,, -H w _J -±I ,.. ,n --... r el r ,.._ 00 -,,, ... .,.; ~ !?' ci .,, -w --0, -~ i ,n ;:. :I: + + + --{, ---en ~ + "' -:::? Vl ..,, w >-"' Vl I;; Vl Vl .,, Vl 0 -- -0 + I· - LO---LO _ / - -$ Cl) - w z -ofll':l >-. -, ~-1 ---........ I --i--:I: -----:::----LQ • s o. 050 \ ~ S O 0050-tt \ 0 -S=-0.0530 --- d f- - - -- - 56+00 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. ~ "------" ~~~ -.. rr ov1t,,u ... s?' r -1 18" VCP OUTFALL SEWr.P STA. 56+ 78.60 EC -45· BEND WITH THRUST BLOCK PER CMWD STD. DWG. NO. W 15 TEL 0 q 0"' +..,. ,.._ . ,n ,:: .... -..... =-w -a > ·z > 57+00 - 0 0 q 0 "' 00 00 + ± "' ,.._ ,.._ ,n ~ "' a -:5. _, w 0: > ii'. > z > 33" RCP SO O&c - I --- 0 q . ~ -00 t O> ::,; ~ N JQ_ -..,, -.... _,_ w w ~ -a: > z > z 58+00 s- I + - CONSTRUCT 1200 L.F. OF 1 . PVC C-900. Q T [eel .... -"' "' w 0 w -3 -"' ';, w Vl ' :5. ;: -f--a. Vl a. ' u -- • _b. ----... -' -. ..... "'l 00 "' ';:' I· 0, + + 0 "' ,n "' --I;; .... Vl / - - ./ --- --0 o.r -0 . - I· -.... - -0 -f-- 0 r--,n ± -O>-0, "' -"'· -i. --ti __; ---w -ii:' > f-> z 59+00 60+00 STA. 60+29.32 -45' BEND RESTR MJ X RESTR MJ ... N .; 00 - __; :;i. z RESTRAIN JOINTS Q .... ... "' ... _J 0 w .... w --"' ,< -'= !i: ~ 00 I .. -Vl a. ... u _J r-- r--• . N --""-+ -~ -. "' ..,, -... -t,; 00 0, ->--+ -f-"' .... Vl / f-f- ~ s=o.02s2 - f- -~ - ~ 0 0 _± N -l"l -"' ,n "' :5. - => w ~ 5 - > z 61+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' } 10• ACP WATER SERVICE &o, f'11/ CL-200 PIPE ~ • - I :':' --.... ,n -"' ~ s~u. I -1 -r _J W-H w u..- ~ '<i, I .=--<11 ... r--"' __; "' 0 ~ N ~ - N "' n ..,, < .... Vl T "' I r ---ti -N _. ... + "' -.; +-.... Ill ,_ --~ I f-- - 0 --~ 0 ,n .,, + f-<D----N "' '~ --- :5. - w -' a. > 'z 62+00 63+0D 1 O" RW 550 ZONE PIPELINE "A2" 0 -- 0 0 .,, N ... ..,, --t; ·-----·-· - f EXl:,1ING " - - - r ·" - - t r -· -------· -- -· ---------------- ------- ·-- 64+00 __ ,. y' y RESTRAIN JOINTS 0 _q N 00 "' ... ' w 0, ... 3' r-: "' ... w Vl 00 ..,, Vl a. ~ d • -~ r - ' _.,.. -... '° + "' :5. Vl - 0 - . _,_ - - -. 0 0 ,:._ _± ~ ... "' ~ ..,, -I,, __; w a. r > i 65+00 STA. 64+42. 70 -45' BEND RESTR MJ X RESTR MJ S72" JO'OO"E 19.80' •~ r r.::....,_--,· -- - , ~ c--- -~~ "S!E~-~nn~·;,~-==~....::, &sc , _ 200'-+------I;----" PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 STA. 5 7 + 28.80 -45" WITH THRUST BLOCK PER CMWD STD. owe. NO. W15 STA. 57+7500 -2" AIR VACUUM VALVE ASSEMBLY PER CMWO STD. DWG. NO. W7 2" GAS -~ ---TEL \i STA. 58+25.00 -10" GV I ~ 11 INSTALLATION PER CMWO STD. Cl) DWG. NO. W16, PO X PO ,..., -,, "1 ,,, I I I ~ \ j,-8" VCP SEWEI< II ~ I 1 \/I II ~ \ 10" ACP WATER~ RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO. _.., g 65+36 2" CMWO NO. W4 8512300 FRI, JUN 27, 2003 07:45 P PO0B3821 SHEET57 t.;\PROJECTS\741778\SHEET57.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP03.DWG, TOP05.DWG, X-CVR-AUGN.DWG, X-CVR-PRO.DWG, X-PR0P _UNES.DWG STA. 59+82.65 -45• BE WITH THRUST BLOCK PER CMWD STD. DWG. NO. W 15 STA. !jJJ5J..,,,,, -2" BLOWOF'F ~;tMBLY PER CM D STD. DWG. NO. W 0 20 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE 12" OUTFfil SEW < I I I 160 TrL 12· ACP WATER 8" ACP WATER LATERAL AND FIRF HYDRANT SERVICE j ' DATE INITIAL ENGINEER OF WORK STA. 64+62.49 -45" BENO RESTR MJ X RESTR MJ RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT ® 482' 40-3~' 4758'26" 214.47' \ /1\ "AS BUILT" ' / ..... "" / . DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL I I I DATE I ~ • .., I ... Q 0, "' ,n "' _;! Vl f- >- s -· I I I I INITIAL CITY APPROVAL 230 l I 220 --1 - 00 ,_ --210 w w :I: en 1!f -· 200 -0 0 + -,.,,.__ 0.00 7 <O 0 "' . 0, Cl) -190 _J w --~ ~ _. :I: -c.>-- I:;: :E 180 l 170 f-l - I 66+00 160 8" VCP SEWER "AS BUILT" P.E. EXP. DATE v'JJ::: ~-1-i-o'i INSPECTOR ~ DATE ~ CITY OF CARLSBAD ~ 7 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES CAMINO VIDA ROBLE -PLAN AND PROFILE STA. 55+00 TO STA. 67+00 APPROVED WILLIA~-Pl UM MER ..,~J..,~/4 -rJ >~ ?•~.S-~'1. DEPUTY CITY ENGINEEt< PE 28176 EXP. 3/31/06 DATE OWN BY: DRW I PROJECT NO. I DRAWING NO. CHKD BY: NAB RVWD BY: ORD 3887-C 405-7 120303 .,::.. 0 CJ1 I ...... 250 -,-----------,,--------------,------------,------------,----------------------~-----·----------------------·-------~---------,-----;,--------------,------------,-----------~-----~ 250 --- ---------------- , s-o.oo 7 • CONSTRUCT 1200 L.F. OF 1 " PVC C-900, CL-200 PIPE -----+--------------___ ,, __ ,, _____ ,,_+----------------+---------- RESTRAIN ALL JOINTS --------I,_'----------------+--- j .. ----· .. ·-----·----l---- 1 " "" ,_, _________ __, _____________ . _____ , _______ ,,_, ___________ ,_~ Cl ,---------------1---------·--··---· -f-------------1-----------,_ _____ _ - I ...... ------.. -N ·-· .. ·~·-··---,-------·,.--.. --~---· =0_oaB1 .... ---"" t ... -J..., __________ ...,,.,..,,::----~--------'-240 ~!-· ---+-210 Cl) ---· .... ---------------------- ------· ----+----1-----------1--~C----ll-------l---------1-----l =La.Jr-----------1 4. ----1;&,,-... (_) ~ L,J "' -~ ::;j, :c o,, ___ ____, .,,_:.i:1-:, ----+ ~ -200 -1---------i,______, _ _,,__ __ -1--------~ • ----F··---·---·--·--··· ---------------<'L,'i!\---·· ------,II-----.\-------·-·--~-,. __ -~-____ ,, __________ ,, __ _ ... (_) ----_______ ,._,, -----=,, ff------,"'JJ -------l --·---------1------____, (JJ ~ ~ w 190--+----+----------+------------+------------+-----------+-----------+-------------1-----------1-----------l--------,---+!-I ' --'-ti+---+<------+1---ll------l--190 --------·--------------+------------------1------------l-----------------------------------------------------'--------------.±1 -_-ti ::L ___ :f: ! ___ ti,----+-----------~~-<; .:,,..-+ ------"ttl j ·::: -~ ~ ~ ! ~ : oi -~ 00 ·: -------~ ~ ----r---------------a -/------------~ +--·; a-·-•--,; N-----~ -·-···--·----··· + ~---J ~-c ---r+uf-------~ ---······-l_ ________ _ ! ------------------··-----···-··-···--,.-··--------------------------------------. ---·------·-·-----·----·---··-· . ·-···--·-~·--·--·· -}!?-. -~-a:::------~ ~ ~ , ________ ,,,,______ {::::-d--1:-= a:; (' --~·~--~ -·-~ --~-~·-l-----------1 l------·-----·----------·--------------- f-----------.,-------1------------- +--------------l---------------i-1-------------e------------· __ __,__ _______________ -------------+----------~ti.;H-~ ~----~ ~-----~ -------<t;,: a'.'> d ,., .. ,,,, < . < -, 180 -~------'-------------~'--------------'------------_;,_ ___________ __,_ ___________ __,_ ____________ ,__ ___________ .J.... ___________ _,_ _____ , __________ .~---, _,___ ti~,,,>~ l!J . __ ti ti---•'---·----'-180 68+00 69+00 70+00 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 NOTES: 1, PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. RECYCLED WATER SE~CE TABLE NO. STATION 10 77+77 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FRI, JUN 27, 2003 07,30 P P0083821 SHEET58 L\PROJECTS\741778\SHEET58.0WG SIZE STD. OWG. ACCT. NO. 2" CMWO NO. W4 8515200 X-REF5, COC-BDR.DWG, Xl/TILS.DWG, TOP05.DWG, X-CVR-ALIGN.DWG, X-CVR-PRO,DWG, X-PROP _LINES,DWG NO. (f) ® ® PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH 504' 184.37' 1004' 149,65 498' 123.12' 0 20 40 DELTA 20'57'36" 08'32'24" 14'09'53" PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE TANGENT 93.23' 74.96' 61.87' , , 12· OUTFALL : SEWER ~ I , I <( ,~----;-----f ~l;~1;~;ER---.~/'n I I ~ ' -----...... s ---,, I II I 3' j I '--......' 1· -----', -----I I i_ I • -.______ -_, s --...... t ---~ I --10 ACP WATER I - ---h--, r:: , ' 160 DATE INmAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL + -----"AS BUILT .. I I P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARIBBAD SHEETS 8 ENGINEERING DEPARTMENT 114 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES CAMINO VIDA ROBLE -PLAN AND PROFILE STA. 67+00 TO STA. 79+00 AP~~°l.D WIL!.IAl:J :LUMMJR 7 · t'.t"-41 DEPUTY~NGINEER PE 28176 EXP. 3/31 /06 DATE DWN BY: DRW I PROJECT NO, I DRAWING NO, DATE INITIAL CHKD BY:_N_AfL_ CllY APPROVAL RVWD BY:..JIB__Q_ 3887-C 405-7 290 ~----~----------,-------------,-------------,------------r----------.--------z~:1--,------;™r-------,--------------,-----------,---------,--------11-,--------1 ----1 330 I ---t--------------------------------1----------------- CONSTRUCT 1071.42 L.F. OF 10• PVC C-900, CL-200 PIPE - RESTRAIN ALL JOINTS --I -----··---------+-------------~ 2 -S r----- 280 +-----~~~~~L'. oB~uO'..L l _ _i~~-o'"-+<:;:;---~:+l-----::__,;r.-+<u"------+-----------+------------;:l;l,r---+-----------f-----___..---------::-:;;;,..,..,'.:'.'._.,.---~:l---7~rll----"'---;-;;1_r --~tlIT°i~il":l;l13.r7 ci:il7t!~~ic'!l~-------t----------,----------,-------r--==1=-=--=-------_-_-_-_-_-_-_-_-_-_1-_-_-_-_-_-_-_-_-_---<I 320 ~ V) ID r---~ 0) - - - ----r---cj -------j-~------::;;-~-----W ---5! ~•..:~wcif-----J9--~~•= :.....__er----t-· ---- --I----------------·- ,ci f:;l;,'.ri ,ci ~1;::; I ~ -~ I-W"'-' I woo ~ --------------1-----+--------------__ ,__ __ _ ~ ...J V'l a::: ...J --- - - - --!-----------~ V) er ..J -H +I a::: ...J ..._ --- ----..-----=--1---t------------i---- - - V, __)_r ____ oo~~-t--_j.r _ _j_i---_=====-"N"ti,J~:·:=-=-=-=-=-~~=-=-=-=-~~,~~~lz!=-=-=-=-=-=-=-=--=--➔~----=-----=----=----=----~--=-=~=-=====--++~--------;-,;:;f-l---==--++--::?-"""-~'.'.'.'.:_ ______ 7t::;::.,,.---;;.:;;::..=::-::-----::::...._-------=:::: __ -::-----__ ➔T0----;~:il-f--3''t0-•-7·~~rf-===--~~!;,!l-i!!_:-·::i8+~-::_~:l--to~+-:1------l~~<~1--~---:~lt'·~-=--=--=--=--=--=--=--=--=--=--=-+-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-t-=----------=✓-rF~'--------r----r---=--------__ --_-_--__ --_-__ -__ -1-~---------r-310 2]Q .,.., "It; ~ t:° _,.1., • ....-~ ~ I --W --+1 :C.: <_ :a: "] ---- ,n -. -.-~t--lrnt-~ ------- ---- --- - - ----- r--+ !--' __.. __.,--__.,--2>-: _ ex, v, ~ oo EXISTING GRADE -__.,,-.. _ 1-----w-~ ~ -!:" -t --~ ----------------,.,., , , ~~ =_;;_c--=--::_:::_::__·---\-'\-------t-------:.,,...=-------;-r~~~~-~O:{)~ .. ~;:::====~---=-=-=-i=-=-=-=-=-=-~=-=-=-=-=-=-=-==--::=r------:I: , -I EXISTING GRADE,~~ __.,,-_____. _____. f---------+---~:~-----Ht------11--H----+tl..-"•t------t--__.,,,-..-~ ~ -~ -- v • v,1--r--. ~ I _,,_r:::::.---(X) f---+------------·-~ -----------I ~ ----+----1----------1-------,,_,+-----~,.._:>f----+--++-~N;f----+-------r __..-__,..,.-_..... -+-------~~W:i-l-+---l-----+-----l-----~~;l---------l---------::'7"2::::::..-+------::;::=-:::;;:-----;;;::,L---::::~::::.._-t----------+-+------➔66--+--361:l----..ll'r2j------i+r71--t-t----~+t----7'--------t------:::::::;:7'".:::::::.----____ l-:::::::::::::::5-------------=----------r-r------T,---1 ,-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--___ -_-T ____ T 300 260 v, 00 ---------------~ ------__________ _ -:;;:,l-----f/------lH--ca:t---f/-------t--::;;;-..-,,___..--=----------1 __....---:;: ----, -~ ~ -5:_ Q f\1")I"~ t':" ~ ~ ~ i---'_...- ---I--0 ,----c.,~ ·i....--,1..... --1---------------~ -r __.i---~ r ---1------~,.o -~ -~ -,n ---.-------------------+------~ -~ ___..--___..------+------+------+-1-------t-+----iv~ -~ --+-------+-------+----+-----+--tt-;...,---1-----------t------- 250 -+------,~+l---l----/-J----+-_,.,,..--=+"":::::::------=-----.,,.---;;.--==_!,~--:;;:-------=::::;:::;::::~:::::.... _____ -if-----,--/---;,l-,---f-----------+-t------25{J'h1-+-29l-l--r --++__..--=~i..--:---9 -----~-::::--:;.-:::::::~v--::::.-===::::-------=-------,_ -,-----========r =jt==========!J C,~~F,~~:====~===================r========~r 290 W --------------r " --- - --------~ ,-,--------------r --fii:ijpro----+------------t-------~ ....,....~----H---::;c-----:'?i-.--L---'""~:::____ - - - ----------- -- -.......,.i.----.l.c...1U ___.. u:t I----------,-~8,;oe-------j-------------t----------~ -----' -------t'.l ---J"..------\.! • w --l---------------+-------- 240 +---~;~~H=--t-t-----------------=:::: ___ +-..-~___..-::::.;::;;-::-----:::::::::_---1..---------+-----------t~------------t----~j-~::'.f---t~--+~--_--_-_-_--_--_--_-_-----~----=---=--=----+--;;;ct:t-------:":·-~----jirr_-r-:;Bl,;r--~~;~~~::::;:,;....---:::~-::-----::::· __ ---_i -----===i"'t _-i--====-=--=-t-=---=---=-----_-_-_-_-_-_--_-_-_~l-'-~;:4-r_-_-_-+t_-_-_-_-_~---_-_-_-_-_-_-_-_-=-~t-_~l_-----=1 =_~·;~"'i=~-=---r~----_--__ -----:----:-:-:-Jr=--==--=-=-r 280 ~ t-t--I-~ i:J ~ ----~ ~ ~I~ -----~ ~ t-· I I-----------<I -_.-- r -H 0.N 0. ---t---* ~--~-+------------------------------j-!te'I ~ ~ _I II ~ Ii") --- ----------+--N (() I-i:o -->~ W _J Q (0 ~ _j_ ____ __('._:N;__ ________ --1------------l------------l-----+l--+l--+--i----------+------1+-------r3(:-1----f.:::--~1--------+--+f----:~----+-------t -t----------m:-,-----+j"~~----i---------7----T 270 2JQ ~ . -H W " ~ ~ :.-!: oo"~-----j-----. -H ---if,CX) _,Ni---+---ti O ' ~ t!l-""I~~ t! -.¢ ~ ,.or -:!1Ju:,__+--<D ---"'l',.,-'l'----1-------------->-c -----+------------•---------·---------------+--"'1 u, I"") • ~ -OC)l/1 C"'!r--,: co,., co o....: ~ V ci~ r-") II')~ -.,... CO ------.~-r-Ill Z ·tr---,----------- f-------f-"~----------+-----------------+-------------·------= 1 ~~-! ------------------------+t(Zr --r-;~gl~ -r--: .. ~ ~ i lii----+------------+------------ ---+-------------+·----------· ---·-' ..... ........... ..... .... l.&.J ...... 0:: ...... ..... l.&.J ------j-----<J· ~ a::::,.-· --r <~ T .... "' z I-' t;; v;1z ::;; t;;1z t; :5 > z ::;; z ; z w V) 220 _J_ _____ L _________ 8_oJ+_o_o ________ __,8:--:11+-=oo=------------:8:::21+=oo;:----~L~"'----~".L__-;;8:-;-3~+o;;;o;------------;;-84-;-+½D;;;o~=---------~:l---8°'5~+l,o;;;-o-i!◄S8-------,8"6::+:;;oon-==---=::1:=-----,8;:;7:+nioo1 ______ _..::..:=-A8:ii°8+:!:io1ro1-------=---a:899-+::Coioo-----~~--~----------~-----260 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. 3. SEE NOTES 36 AND 50 ON SHEET 5 REGARDING UNDERGROUND TRAFFIC CONTROL FACILITIES AT THE CAMINO VIDA ROBLE/EL CAMINO REAL INTERSECTION . RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS @ 498' @ 490' QY 1010' @ 310' STA. 79+10 --l-0'..l lNLINE 3 VALVE ASSEMBLY P R DtThlL 65 24' RCP SO LENGTH 123_12' 128.38' 298.29' 174.94' DELTA TANGENT 14•09 '53• 61 .87' 1s·oo•41• 64.56' 16'55'18" 150.24' 32°20'00" 89.87' 2 10" RW 66 PIPELINE 98B,cJo 550 ZONE 8" ACP WATER LATERAL 2" GAS "A2" -/ ---?-~ s ---;--.z. .?~ .,..--V \ 'Q "-' -< 12' ACP WA-nER • VCP SEWER PARSONS OFTICES IN PRINCIPAL C!TJES MON, MAY 06, 2002 10:32 A 110 WEST "A" STREET -SUITE 1050 SAN DIEGO. CA 92101 -619 .687.0400 MODEL L:\PROJECTS\741 778\COC-BDR.DWG I I I t I \ \ \ \ \ \ \ \ \ 0 20 40 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' 2· GAS J LATERAL PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE I I I ELEC 6" VCP SEWER LATERAL r / / / / 160 \ / / 8" ACP WATER SE~ 12" ACP WATER END CAMINO VIDA ROBLE PIPELINE "A2 " -STA 89+ 71 .42 CONNECTION TO RW PIPELINE BY OTHERS. SEE NOTE 44, SHEET 5 RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO. 82+79 2· CMWD NO. W4 8515600 IIA 82+88 CMWD NO. W3 43920095 11B 85+75 CMWD NO. W3 36446567 IIC 86+85 DATE INITIAL DATE INITLIIL DATE INITLIIL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL P.E. __ _ EXP. ___ _ rEIC:Y: INSPECTOR ~ IMPROVEMENT PLANS FOR: DATE fSHrns1 L!_!!J INDUSTRIAL PARK PIPELINES CAMINO VIDA ROBLE -PLAN AND PROFILE STA. 79+00 TO STA. 89+ 71.42 APPROVED WIL_LIAM S:-~jfER 4-V~ · t; ~-►•-I Q-211--0, DEPUTY CITY ENGINEER PE 28176 EXP . 3 31 06 DATE DWN BY: DRW PROJECT NO. I DRAWING NO. CHKD BY: NAB 3887-C 405 7 RVWD BY: DRD - I ....... 280 -,--------,-----------,--------------,------------,-----------r----------~--------,~~.--:3'--~--l-----------,------------------r----------,-----------~--------------r---------~ -----320 220 - - -- CONSTRUCT 1099 L.F. OF 4" PVC C-900, CL-200 PIPE f-----------i-----------------11---------------;------------_;_-------------+-----------+--------------+-----------+--------'----------i--------------,-------------+-----------+-------------i RESTRAIN A JOINTS + _ _ _ t >-------- f---------- 1--- 1---- - -------............ -- f--------+-------------+-11-i-- f--------------- --------------+----- f----------f---------- -···-----1-- ---- 9 - 8 g g -g 8 ... 8 8 8 ~- in ~-;i., I '-' ,. L -,· -N +t O N ,-.. O> 0~ Nci f"JL(} ~W !~ oq-1~ * -~ ~~ ~ ,c(N ~N ::;N + c(N c(N --ti _j-en _J • a, J" l'r.'J-:.J di _.r -.:=nt:::.r---w w LL.I ..--w w w ~INf------f,!c.n.l ~Ni-w V L,J I, N vi ~-----w - - - -+-310 290 260 l Cl.,;:------I------------~~-Cl.':,:--0... > i=, > Cl..> -O:> 0.. > a..> > CL~ ~ ~ 210 ----'------..L-----------,--L-,------2:-Laza_ ____ _L_.,--------------,--l--,-:-----2:-·J.aza_ ____ _L_ _____ 2:-·l'!za_ _ __JVll!J.az;__;-e1·~z _______ _;-'~·~z~L-·H:::l-..L-.,>!',i-'}----------..L-----~··~z'-----_;-e1··~z'------------__J-----------.J;,;j'~Z;___ _________ ...L _______ _;-a-~.!lVl!JE....L _____ J_'250 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 NOTES: l _ PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND (9 0~ SHEET 5. I I CAMINO VIDA ROBLE RW PIPELINE "A2" ill SEE SHEET 53 ~ ~ PARSONS omC[S IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 1 \ 2" GAS LATEIW 8" ACP WATER ___ SERVl<;f 1 Al /.f '-6" PVC SEWER LATERAL A ,'-L· 1 o· PVC SEWER 10" ACP WATER I I I \\ \ I I ~ -_,,_) CJ 18" RCP SD 6" PVC SEWER LATERAi. \ I I \ I \ \ I \ \ I I FRI, JUN 27, 2003 07:33 P P0083821 SHEET60 L:\PROJECTS\741778\SHEETSO.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, X-KELLOGG-AUGN.DWG, TOPOS.DWG, X-CVH-AIJGN.DWG, X-KELLOGG-PRQ_DWG, X-PROP _UNES_OWG 0 20 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' 00 I - N 4" RW 550 ZONE 105.24• I s--s- w 1 o• ACP WATER 18" RCP SD 11 s· PVC SEWER 181 LATERAL 10" PVC SEWER 40 0 0 " " • I D "' I t PLAN SCALE: 1 "=40' 80 RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG_ ACCT. NO. 13+15 CMWD NO. W3 8310680 2 13+72 1· CMWD NO. W3 8310705 3 16+39 1" CMWD NO. W3 8310850 P.ai::+----+---+-------1--- 4 16+61 2" CMWD NO. W4 831 0500 5 18+89 1" CMWD NO. W3 831 0915 6 19+11 1" CMWDNO.W3 831 04001 7 20+97 2" CMWD NO. W4 831 1oicj - 160 DATE INITIAL GRAPHIC SCALE ENGINEER OF WORK I I 20+00 1---s ----+ --s- 6" PVC SEWER LATERAL -4-- ..... (0 RECYCLED WATER PIPELINE CURVE TABLE NO. RADIUS LENGTH DELTA TANGENT (D 411' 374.54' 52"12'49" 201.41' DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL l ,@, 20 loa 49 WGv I I -'"\Con, t "AS BUILT" ~{; i ti I P.E. EXP _ DATE ID'C ' INSPECTOR * lo• 1't'~o'f DATE ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES KELLOGG AVE -PLAN AND PROFILE STA. 10+01 TO STA. 21+00 APPROiED WILUAM~ P' '"" 'ER /_ '.,,//4 . , ' . J ~ 7-t'~,:Q,,I DEPUTY CITY ENGINEER • PE 2B 176 EXP_ 3/31706 DATE OWN BY: QRW I PROJECT NO_ I DRAWING NO. DATE INITIAL CHKD BY: NA!;! CITY APPROVAL RVWD BY: nRn 3887-C 405-7 121003 C') C 0 -..a. ..a. .,:a.. C ~ G) .,:.. 0 u, I ....... 340 . ·-··--. -·~ I f----. t -~ - CONSTRUCT 1102.50 L.F. OF 4" PVC C-900, CL-200 PIPE 310 RESTRAIN ALL JOINTS t 1------+ .. - ,-1 ,-1 I 330 320 310 300 290 "'ARl AV J ~ -----80 rn . Q: -H -~ T ~ L..r -H L..r _, -H L..r -H 0 -H L..r -H _, 1 -H _E L..r ... 0 "' -HL..r ... _, L..r -H 0 ,-... 0 ... Q: 0 ... -m..., --_, _, L..r N "'-u .,, ~ ~ rn u "' (/) ... u ... L..r .,, u -0 ,-... NU N f" u N 0 "' (/) "' L..r "-' (/) N °'! I------';,' -·-~ ,..; .., ~ a: ~~ ,-: -~-"' ~ ---------------- - - --~ :g-c:;-"" "-' ~ "' "' ~ -a, -;:.. --0 0.. 0.. "' 3: ,Q • ~-< 0 µZ/ "' "-' "' l;! "' "' I "' • "' N ,-... I ~ 0 "' 3' .,., -"" L..r ..,_ "'-"' -"' N L..r "" ~ ,£,!__ ,-...w w t. N ~ N I l;! "' N ~ ---:;; --v, --v, ~ -------------v, -Cl. -H ... . t:l ~ ~ -'II :,: _, 0 Q: _; Q: _, • ~ Q: _; "' Q: _, I Q: _; N _; --<"' _; .,, Q: _, ..., _, • -1:' • _, -~----·i.... w "ii: .., w -w .., "" --[il . --w Cd----~Q:: _, 3: ·< -< ... 3: ... i ~ >-,-~ ,-... >-~ -N N ~ ~ " >-Q: ~ ~ ;,; <D ~ ~ "'< ~ N -~ ~----~ .. -!!,1 ~-·~ ¾--t,,i ~ --3: r -> 0 ~ ----------z --·;i ---+ ------I I -"= < z • z z z ,;., (/) ,-... z -0 I I ... -<D ,, "' ,:: . • N . " " N " . -' . il'. :;: " il'. --,-. -H -H <D I < <D :a: -< I < :a: -"i "' • __n, . --"' .,; l ~ vi N > > ~ ±I ~ -~ 0 -'+I -f--:: r ....---- - ---. -.. -~ ,-.. Sa! .,; ' • • 00 (/) . "' (/) "l N ii; "' ~ <D "' + ... <D < "' ~ "' + N !. -~ -+< -~ -" "' --f--"' -;; ... I r< --:::c: -w N + I N .,, I (/) I I .,, + + (/) <D ..., -"° . N -ff -~ --'Ii --< -~ t ..., -· T ' . "' + ----..., < ~ N N £"' N -~ "' i,.i ..., .; (/) .,., ...... (/) >-w----"I -" ~ (/) (/) " -ti; + ... + ,-... ----,i_ N ti; >-uJ ' < ..., + .,., + -+ ( (/) I -· (/) N ti) N -·-----........ ..., ' -~ f---0 -~ r --~ ~ r EXISTING GRADE -~ ----(/) (/) s~-------~ 0 ··-'" _i, "' ' -"' - - -----1--1---< ..,. l..---""'"' ~ r--... .; \L IJ -------..---S ·", 50 • -- - ,... -N ".01 r rEX STING GRADE N z ~ ----I .---s~-o. ---f-->--~ ~ 1468 ---w \ -s 0.0576 -------~ "' / "' > --"'' in ~ -----z >-Q_ >--f-f---f--"' f-s 0.0355 ---~ uJ "' ~ .. ~ --'i'-1 ----o.0547 ----~ .J f--f------I·~ --~ :::c: rn r, "-' ----I f--T 7 j <! -----;::: -• • s.,:il-0 -----__, ---... - -5,0 0 300 290 280 270 260 ~-(/) :C:::::_n -f--f-r--... ---. -1 Cl. f--• -. u j "' - ------- 280 • \~ ----~ - --.., --> 0 0 0 0 0 0 -0 0 0 0 0 0 0 ·-0 0 00 ;:.. ;,, .. 0 ~ ' io ;:.. \ L ... ... N "'..., +-,-... ---"'~ rn 0 +...,, ... .. ~ -+ +---N -. N. ... .,.; ..., ' ,-... £---;i,_ S=-0.0462 l N ~ N .,, N~ N-N -. ..., N ..., f---· -~ -0 O>-+ r t < ..., ~ ..., <..., <..., N N < N + >-. >- 250 g g f--ti; ~-tri ..J _; t .... a--1/) _, -.,, ~ + -+ . 'GJ N - 270 STA. 22+09.68 90' BEND, REST MJ X RESTR MJ 8" ACP W-'TER SERVICE MATCHLIN, t ll: I I <n "" I w ~ > -· z "-' w a: ,.-0.. > ~~---· z -·z 22+00 STA. 22+ 15.00 -1" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 STA. 22+20.00 -4 i._ GATE VALVE INSTALLATION !"ER CMWD STD. DWG. N0. Wl 6 6" PW}FiRr- HYDRAIIIT SERVICE IRf<IG SLEEVE - 23+00 6" PVC SEWER TERAl.i 0 >:ei::,q;_ ........ ~ ? ,:,:4 ,,,. -. "C-.cc--,.:c..TEL ,u.. c... ~ STA. 22+;25}00 en 1" / AIR VACUUMiVA!.\/E ASSEMBLY PER CMWD STD,, DWG. NO. W7 GAS •'-"~JO" ACP WATE, ij£ert 60 t' t \ < l;r 1- t f- 8" ACP WATER SERVICE --...__3(J{J \ l' i w 0.. > ---z 24+00 <l 6" PVC'4sEWER LATERAL 18" RCP SD C RECYCLED WATER PIPELINE CURVE TABLE PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 NO. (j) . OJ/J C!V\\. OF C1'\.' RADIUS LENGTH DELTA TANGENT 511' 298.41' 33'27'34" 153.60' -- ' 25+00 2" WATER SERVICE (_, ' l " "' 6\c;PVC SEWER ~ LATERAL 8" ACP WATER SERVICE 26+00 ~ -21+004: (/) PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' i 4" RW 550 ZONE PIPELINE "82" ------ I -st-~-l--s- 11 II L 18" RCP SD 3" IRRIG SLEEVE 1 O" PVC SEWER RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO. 8 21+38 2· 9 23+37 2" 10 23+67 2· 11 23+76 2· 12 25+60 1. 13 26+83 1 " 14 27+83 2" 15 28+10 1 • CMWD NO. Wf 8310290 -BJl 1040 CMWD NO. 4 8310225 CMWD NO. W4 8310220 CMWD NO. W3 8310150 CMWD NO. W3 8311150 CMWD NO. W4 8310000 CMWO NO. W3 8311200 0 20 40 PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE FRI, JUN 27, 2003 07:35 P P0063821 SHEET61 t;\PROJECTS\ 74 1778\SHEET61.0WG X-REFS, COC-BOR.OWG, XUTILS.DWG, X-KELLOGG-ALIGN.OWG, TOPOS.OWG, X-CVR-AUGN.DWG, X-KELLOGG-PRO.OWG, X-PROP _UNES.DWG L..r Cl. > -.: z 160 -- I 28+00 29+00 30+00 ,-...__,-24• RCP SD 0, a > t- ~ 8" ACP WATER SERVICE ""~ ~.::::::-~ -------,✓,;\ \~ s ~ 2 . -~"-~ '---~ -----,,._ !:!l> -------; s "" "" '--,.___ ~ -........ ,__ s 10" ACP WATER 6" PVC SEWER LATERAL 18" RCP SD 2" GAS END KELLOGG DR. PIPELINE "82" STA. 32+02.50 -8"X 8"X 4" TEE CONNECTION TO CAMINO VIDA ROBLE 5 PIPELINE "A2" -STA. 27+39.49 65 N 1989718.45 ~ L E 6244920.91 DATE "-' T 0.. ~ ---31 +00 32+00 240 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. CAMINO VIDA ROBLE RW PIPELINE "A2" SEE SHEET 54 STA. 31 +97.50 -2" 8LOWOFF AS~MBLY PER CMWD STQ. DWG. NO. W6 '\' "' .. ' DATE 24" RCP SD INITIAL DATE INITIAL "AS BUILT" P.E. ___ _ EXP. ___ _ IMPROVEMENT PLANS FOR: DATE [SHmsl ~ INDUSTRIAL PARK PIPELINES KELLOGG AVE -PLAN AND PROFILE STA. 21 +00 TO STA. 32+02.50 APPROVED WILLIAM EJLU,~,ffR [f(Ze,z<te; r; ~n,, • .,.,...... PUlY CITY ENGINEER PE 28176 EXP. 3 DWN BY: DRW PROJECT NO. 2-,1'.S-C:V 31 06 DATE DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: NAB 3887-C RVWD BY: R 405-7 • 121003 I ...... 260 250 240 230 220 210 200 190 - -- IBO z w -H 0"' 0 .,, 0 .,, CJ "1 q "' q "1 -----------;= "" "CV" CJ 0 ~ c:,O 0 "' 0 ~ N "' . N N --· --------"' cl. 0 0 J-_j -_j (fl "' -..... z w c.,-w W--.;_ .;_ R ~ ~i J-~ ·-I-~ . -v, z • n .~ <i: --. 0 > > z <D a) -f--w + I n. O> ·-~-. ~ O> 1::1 ~ O> ~ + 0 z -e: '-' V1 -, ---~- --·- J- • - / / / - ---.. , -·-- --0osl.,__. c,<>O~ --· -----------+ ' L S=0.0100 ----···-------------------------- __ ,, ____ ------+- ----~ I 10+00 NOTES: 1. PROVIOE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 fT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF t fT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. NO. G) \ 1,, BEGIN OWENS AVE. PIP{l!;J E ·er STA. 9+ 76.00 -END ~ WITH THRUST BLOCK PER ·oo CMWO STD. DWG. NO. Wt 5 o N 1989022.10 E 6245068. 76 RECYCLED WATER PIPELINE CURVE TABLE RADIUS LENGTH DELTA TANGENT 811' 462.87' 32'42°04" 237.93' P ARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 STA. 9+ 78.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 8" WATER SERVICE 0+00 • 8" ACP WATER SERVICE . - - . . j. -~ --- i -H .,, t w -J-0 ---_j - ~ > -(/) z -CJ > -• <D I 0 -+ -- J- .;_ :;, - -~ - -f- 1 -- I ~---~--- I------------ I 1 +00 ----- ------- - ------- - - ---· ----------- 12+00 4" RW 550 ZONE PIPELINE "C2" 8" ACP WATER SERVICE 6" PVC SEWER LATERAL -- NO. 1 2 3 WEO, AUG 06, 2003 09:31 A P0049601 SHEET62 L:\PROJECTS\ 741778\SHEET62.DWG X-REFS, COC-BDR.DWG, XUTILS.DWG, TOP05.0WG, X-OWENS-ALIGN.DWG, X-CVR-ALJGN.DWG, X-DWENS-PRO.DWG, X-PROP _UNES.DWG 5,,0.02 -- --- \ \ \ \ \ I --+ CONSTRUCT 1024 L.F. OF 4• P\ : C-900, CL-200 PIPE RESTRAIN ALL JOINTS - - 0 ---___q 0 ~Af$l BO O> w ... "' -H .......... 0 -H a; w .,, f-l;' w (/) <D -.J ~ .t= -----w d r--n. ..... ;5. ~ 3' N I I CJ ::-J/1 "'------- (fl n. -H -H c_j CJ _j _j "' ... • ct' -00 0 N "' ·-,_. "' r--I~ • : -z "' "' "' --• ' <~ <D ... 0 -·--r--(/) (/) -· I + "' . ---H t -r-- ·-------+ -,:::0 (fl ... -~ --(/) :;; ~ f- /__ EXISTING G ,DE -- --I s 0.0069 . ~ -. l. -f--V J-s 0.047 - / ' f:? N J-0 z w (fl -J-0 t; z n. ..... u --- -w ll:"' z z ~ ---~ ., 0 u.J .,, ~ 0 u ,,,,, ;;; I -· ~o . o, -H ------~"<ri ... _., --.. 13+00 ~..;- 13+00 --- - ------ 14+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' <"' J-_j . ,,, w -~-~ > 15+00 .. T I ·. \ 16" ACP WATER -1,t:/-l~{~f_I~ vo)_ ' --·c.-,,; -- IRRIG SLEEVE B v -J; -.,,_ 0 (~- ¼ 0 )< , 14+00 STA. 15+42.93 - 1 • MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. owe. NO. W6 ~ \ z / --,-ts+bo "' • O> "' -O> . .. . (0 r--Q...'° ~ ~ N .;. >~ N ~ ., o-"' -3 w -z-w ;;: --« ;;a .. '> ~ :;; > <) :;; z RECYCLED WATER SERVICE TABLE STATION SIZE 9+80 2" 9+82 1. 17+64 1. STD. DWG. CMWD NO. W4 CMWD NO. W3 CMWD NO. W3 ACCT. NO. 8309116 8309200 8309405 I I I --- ~ ---- 0 -. q ---.,, - <D "' -H u.J 00 ~ -3' ------------------O> w .;_ (fl ---------(/) n. ~ ..... l -----• ~ ----" --<D ------00 I") I ' ----... --H N _,., -t w 00 -------+ ..... w (0 w -~ :I: < lo ~ 1':,9' S"'o.O 1 ~ ti, - --------...- J--I - - cc-- + - --u w ,_ __ -0 w 0 '" --.1; :R -±I + (0 -0 r-- ;5. N O> + -w ---< -n. > > z J-(fl 16+00 17+00 18+00 STA. 15+52.93 -2" BLOWOFf ASSEMBLY PER CMWD STD. DWG. NO. W6 fJl GAS I/ 18" RCP SO I/ -... / 6" PVC SEWER / LATERAL / tfs --n -11 6" PVC SEWER 's• ACP FIRE / / LATERAL HYDRANT LATERAL 24" RCP SD 10" PVC SEWER STA. 15+47.93 -10·x 4 ·x 8"x 4 • CONNECTION TO CAMINO VIDA ROBLE --... PIPELINE "A2" -STA. 33+24.62 8 N 1989455.84 E 6245441.56 36/'RCF'.. SD CAMINO VIDA ROBLE RW PIPELINE "A2" SEE SHEET 55 65 . - u w = w ' .,, r--N + 00 - ;5. (/) / \ / / - - - - --· ~ -· ~ "' 3' w Ill ~ ~ ~ -~-<D N ' ... H -H --00 ~ 00 r---l1l "' + + ""' !.:l -~ < -,,: :;\ll J-V1 19+00 4" RW 550 ZONE 2 PIPELINE "C2" 66 6" PVC SEWER LATE w w -· 0 0 + 0 N . (/) w z -...J :I: --(_) I-, f3 < ~' \. ~ 1' / \ .,. 12" ACP WATER 1, \ \ \ \ \ \ \ 6" PVC SEWER LATERAL "AS BUil T" P.E. ___ _ EXP. ___ _ 260 250 240 230 - - 220 - - - 210 200 190 DATE fSHrnl CITY OF CARLSBAD I SHEETS I l-----+--+-----------------+----+--1----+----l ~ ENGINEERING DEPARTMENT 114 ::===='....:::::::=::::::::::::::::::::::::::::::::::=:::::::::::=::::::::::::::::::==--==~ 0 20 40 PLAN SCALE: t "=40' 80 GRAPHIC SCALE 160 DATE INITIAL DATE INITL'J.. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES OWENS AVENUE -PLAN AND PROFILE STA. 9+ 76 TO STA. 20+00 OWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB RVWD BY: DRO 3887-C 405-7 121003 O') N 0 C =E G') -_.,:::.. -o ~(JI I ...... 300 --CONSTRUCT 772 L.F. OF 4" PVI C-900, CL-200 PIPE -------L -- 290 w ... t ... ........ ... ... D:: ... (j ... <OU "' ,.,, ~N ~ ?j-ill" - - -----f- ~ ~ .L +!t :~ ~ Ii:(£) w ... ..., ~ --V, ------------... Q. D:: .. D:: .. ""' _j N (j _j ---------------------------- - - - - ------- 280 ;::c ji:" I-g < "'< ~ • • ' e'i -z 1/) z ---!t --- N n " n -< ~ < -EXISTING GRADE ----. l!1 • "' I "' <D -T ---::c I I ~ ... ' --· ,.,, 270 -----w-"' + -r --·v. w + N -· N --~ -0 V) I <;=0.0297 f -I I 260 y-------N ---~ -~ --------~ (/) ~ > --· - ---w ----.o1JY' z ----f- -, ~ --~ -------------- 250 ~ ------~~ ~ -;I -f- i ----w I- ~ o<;,9~ - a:, f-I· 5 s~v• w -I------3: ~ (,.J f-~ 240 230 ~ ~ f- ,_.... -cq N N __, w ~ - 10• RCP SD - -- 2• GAS - 21+00 I 8" ACP WATER SERVICE RECYCLED WATER PIPELINE CURVE TABLE - --0 0 <O • - N N ,0. ~ ~ N ¥ w ~ Q. ~ > 22+00 =~01,,,22+00 ~ -S,cyf-+ <::o - NO. RADIUS LENGTH DELTA TANGENT Q) 811' 462 .87' 32"42'04" PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 2.37.93' 0 0 .;') N N ~ -II) ~ Q. > -- (j w --=> ~ w • "' ... ---------- N ~ '° -----N - ------------------! ~ w N ~ I-V) 23+00 24+00 ~ '23+00 " -< 1-s- II I "' "' ...... ~.w- ~ 1 o• PVC SEWER 8" ACP WATER SERVICE RECYCLED WATER SERVICE TABLE 'v NO. STATION SIZE STD. DWG. ACCT. NO. © 21+62 2" CMWD NO. W4 8309450 ® 27+26 ,· CMWD NO. W3 8309600 ® 27+66 2· CMWD NO. W4 8309150 I ---1 SAT, JUN 2B, 2003 03:04 P POOBJB21 SHEET63 Lc\PROJECTS\ 74 t 778\SHEETBJ.OWG X-REFS, COC-BOR.OWG, XUTILS.OWG, TOP05.0WG, X-OWENS-AUGN.OWG, X-OWENS-PRO.OWG, X-PROP _UNES.OWG - ---- -- 25+00 I i 15' CRMWO WATER ESMT. 1/) ~ • 0 <D 0 "' I ... _.± ~ ... <D ... N ci ,.,, [,El -~ ~ N .., ""' _j N w w ~ ti: ~ ~ ~ > 26+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' • • 1t => . w > I; z 27+00 l /12· ACP WATER n 4" RW 550 ZONE 1 : ✓ PIPELINE ·c2· I 6" PVC SEWER LATERAL ;;::-.:1,-/.li,,f,?6.' 6 -=-==""-,d,,' ,,.-,.-' - 12" ACP WATER i L 0 20 40 2• GAS 270:----:-4-tf-----==-==== Ii PLAN SCALE: 1 "=40' 80 GRAPHIC SCALE fl // // // Ii I Ii fl fl I I Ii Ii \ \ 160 300 --------------------------------.__ ___ ------------- ----· - ---~ ------------------------- -------------+ -----------I ---------------------- ----- - - -----------LAVJBO " I I +- c / (j a :::. <i' !:: i w ; w Q. 3: < 1/) "' <D . ... ~ ii ----"' .... -N <Xi N ,-.. ,-.. <D -..-, ....... N N + + _,,, ~ ~ N W N w ~ z t;; ~ I I 42" RCP SD " --------- - - -- - -- -- ----z 0 (j ::::, I-... ~ --p ,-.. • N_j ... --• z,es w a.,_ Ile 0 1/) ~ ~ -z \:;' ,:!' ON Z+-WV) 8" ACP WATER /SERVICE ---- - - -- -- --I- --- -I- -' - - - -- --~--.. -----·-------------------- ---- ---- - ------------- - ---------------- ' -r -. t t --r ---- - -- - - ---+- ----------· -. --. r ---------- - - - - - - -r-------- - - - - - -- ----------- 1 --+- -- ---r - - - - + + t + ---------------· -t ---------- - --------- ' NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. r-290 280 -- 270 -- - 260 ~ I 250 1 1 ' 240 1 230 / 6" PVC SEWER :.-e 1/ LATERAL \ \ \ r STA. 27+68.00 -1" AIR VACUUM VALVE ASSEMBLY PER CMWO STO. DWG. NO. W7 ENO OWENS AVE. PIPELINE "C2" STA. 27+ 72.00 -END CAP WITH THRUST BLOCK PER CMWD STD. DWG. NO. WIS N 1990045.03 E 6246474.26 STA. 27+ 70.00 -2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 \ \ \ \ "AS BUILT" P.E. ___ _ EXP. ___ _ DATE ~ CITY OF C.Allli3BAD I SHEETS I 1-----+---+-----------------+---+---1----+-----4 ~ ENGINEERING DEPARTMENT 114 ~:::::::::::'...::::::========='-'==~ IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INDUSTRIAL PARK PIPELINES OWENS AVENUE -PLAN AND PROFILE STA. 20+00 TO STA. 27+72 APPROVE~ Wl~LIAM E. ~i-1,.R AU½<a«-1 <""; •~,.~I->• .. I 2-& -(17 DEPUTY CITY ENGINEER PE 28176 EXP. 3 31 06 DATE OWN BY: DRW CHKD BY: NAB RVWD BY: ORD PROJECT NO. 3887-C DRAWING NO. 405-7 121003 I ....... 230 220 210 200 190 180 170 160 ~ r £0.NSUlli T t21.50_LF-Of - CONSTRUCT 246.56 L.F. OF 8" PVC C-900, CL -200 IPE 4" PVC C 900 , CL-200 PIPE ~ ----- ---- RESTRAIN ALL J( NTS t--·----·- 0 Q ~ [so' r tAVJBO 0 BO <D LAVJ -... co 6 0:: -H 0 ·x m ~ _, ~ ~ ~I~ 0:: -H \Q 0:: -H 0:: -H 0 0 >--H \Q ~ -H zo, <D -w • -::' <D w !:; w .... w .... _~ .... 0 <D 0:: N ~-.Q "' r >-_, ~w --<> '" <D ;i co ," co w ;ii~ ;i "' Ol w 0 .,, .... > <D w 0 >-co <i. co <i. co • I .s ::E .... • w .,, "' <D .... .... _, .... _.:-., 5 co ~ .... ,_ ---= ... "' --+-=::, ---"' a. "' -0:: ~ aJ a. N u 0:: _j t:: _j :!:! z _, w >-_j -~ _j __! u u _j I _, _j L,,. _j -_, I _j r b..1-c.r--,w =-c::i 1:.:1 e z .... 0 L,,. . ".', -~ u w >-~ -H -H -H -i 0 :,;_ ~ • ' -. ... z z • • >-0:: ~ ~-----y "N ➔ -z o-z <D ~ t:: -~ -z N 0 ;!; c:: ;!; -z "' ,ri "' • -co9 ... 0 "' --·-• ;ta:, .:::. ' . u ~ a. X ;;., ~ o• • -0 j I N > ___;,;_ '-• 19>-., --H -H .-0 w .... .... _ _, ,-"' -H -<D • -• .... -~ ...; <i. .· ~-~ co • <i. co z -... ~ u --<O ,-_, tr---t,;~ vi "' .... --"' I w :!: + + + V) + 0 I I a. ,,, -<>, r ...,.._ 1--Tl--'Ii: --~> a: --N -H -H co --_..._ -"'· -<ll ~ "' -- "' ;::. :,; //'/ ;::. ;::. ~ "' c::i "' ~ vi "' "' < "' "' co :;: // //// "' + ... ", N + N -a: -/ /{~ -<i. ::E _., <i. --IA-0 ,. ---- i ........__{EXISTING GRADE in ;::. "' < "' a. --o ~ -------S=I 1939 -r " I I s,.::._~ -.........._ ~ I"-"'"' "' / ~ ' r - I .\ ~ --.........._ "'•-~ s 0.0050-V -s 0.0050 ~08'~. --.........._ ' ,_ -f--,_ ~ ~ r--~ "' L~S~ ...._ - ' I !" ~ I s~o., -I--~ -" ' ;: ,.o01'='~ "" j -I.Q w u .--x s,... -~ -_, ~ ---, <D a. ::E ---t> - I -> w 0:: • -Ov, _, co N l,J 0 0 0 qw w ;: 0 0 0 . "' ~ ... 0 .,, i;:j< ♦ -H -H . Ol "' _±_ N ..._u~ I~ ------------,___ 0 \ oz -w I -ca: - :l ;:'!: _, u 0:: ~.= >- C,w w >> 0:: 10+00 I I 1 I 7' I I "' I .... <D N + - "' "' @ .... 0:: • -gj -,ri -~-~----co lO {/) ,---i.. ;,; -;,; -± w . >-=>-tr> :;-----v, e-,-w o,_W w u.J w - - ~ ~ vi~ a. ~ Cl. ~ a. ~ ;::. "' > > > 11 +00 • I \ I I \ I \ I I I 'I ! \ r~ I I I CAMINO VIDA ROBLE PIPELINE "A2" \ SEE SHEET 56 8" VCP SEWER PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 No:: -wo:: ..,...; :>v, -:!:.• w ~_j (/)~Cl: v>w --o u.J -"" ~ 0.:-w >-ID X 12+00 ----- n7 13+00 "'<CY. ~ ffi ~~-rt-r~.,_, 1TH - 1 - 1" l C I t t t t J t ~ -+- ,- ~ ' I t ~ ~ ~ - _J_ J I 14+00 -- - \ ~---- I ·------------ ----------------------- ------ - -- - -t-------------------------- ----------- ------t ---t --- I -f------------------ - - ---- --------------f------------------------------ - - ------ - - - ---------------- - - ---- ' I -- i ' I ! --------------- --------------------------------------r - + r ----------- -------f------------- --- -- ----- - - --- - - ------ - --- --------------- - -t i ------· ---+-----------------------e------- - : ! -------------- ' ' - -- - -- -- - -. - -- - ---- - ------ ----+------------ -------·-------- I ---------------- -·----·-----------------.. , .. ---·---·i -... ---. ---------: ' ----l -.. ------------ I ' I ! ' ' - - - - - --1 ----- ---- - - -t ---------- ' _l,_ ---+------------------ - -~-- I + ------· -----e----- ---- - - - --· . ·----------,- ' ! ------- -----------· -·---------- ' ------ -- ----- >-------·--···---,_ --' --: ---I- I ' -------.. .. -r --------------- --------------- - - - - ------------------------------------- -------~------- - - --------+-- i -------.. ----- - --· ---------------------- - ----t -------·------------- ------------- - ------ ---. ---------------------·------------ - - - - -- -------------- 1 r 15+00 16+00 17+00 18+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' 6" PVC SEWER LATER, APN 213-092-18 \ \ \ \ ~1v ❖r ~. ~ 1 : ,,✓ ~'1J,' I /,//;. 1 , • I II/. /1 ~4 NOTES: 1. PROVIDE A MINIMUM COVER OVER RECYCLED WATER PIPELINES OF 4.5 FT UNLESS NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTE 37 ON SHEET 5. 2. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 1 FT BETWEEN RECYCLED WATER PIPELINES AND CROSSING UTILITIES EXCEPT WHERE NOTED OTHERWISE ON PIPELINE PROFILE. SEE NOTES 38 AND 39 ON SHEET 5. RECYCLED WATER SERVICE TABLE NO. STATION SIZE STD. DWG. ACCT. NO. 1 13+55 2· CMWD NO. W4 8510600 2 13+60 2· CMWD NO. W4 8510900 - - 1\ /1\ "AS I ---------- ---,_ ---------------------- --,_ - + --- 19+00 20+00 21 +00 0 \ BUILT " -.J r 4 -I -------- ----------------- 230 1 - - ---- - - ---- - - ---- 220 - - ------ ----------------- --- -- -------- 210 - ·---- - - - ---------.. ------ -------- 200 -- - - - - - --- --- --------· --·-··--. --------- -. - - 190 t < e - - " -------- 180 _,_ < ---· ------ - - 170 + < -~ l - - - - 16D "AS BUILT" P.E. EXP. DATE REVIEWED BY: (,OJ9,~ I ¥14- INSPECTOR ,:___ DATE CITY OF CARI.SBAD ENGINEERING DEPARTMENT 4 7,l I\'~-'-"-,1 I\ ~ LITTI .... ) . . \. /-IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES \ I 0 20 40 PLAN SCALE: 1"=40' 80 GRAPHIC SCALE 160 DATE INITIAL DATE INflW. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR OAKS WY f CT.-PLAN AND PROFILE STA. 10+03.7 TO STA. 13+71.79 APPROVED WILLIAM E. PLUMMER ~---r, ~ .. •'.l..c: / L> • ?. n -,"J'J D "h-CITY ENGINEE-28176 EXP. 3/31/06 DATE OWN BY: DRW I PROJECT NO. I DRAWING NO. CHKD BY: NAE! RVWD BY: ORD 3887-C 405-7 WED, AUG 06, 2003 09,32 A P0049601 SHEET64 ic\PROJECTS\741778\SHEET64.DWG X-REFS, COC-BDR.DWG, XUTILS.OWG, X-PALOAKS-ALIGN2.DWG, TOP03.DWG, X-CVR-AUGN.DWG, X-PALOAl<S-PR02.DWG, TOP05.DWG, X-PROP _UNES.DWG 1210 03 2" BLOWOFF ASSEMBLY 12" GV PER W16 EXCEPT FLG X MJ B" GV, FLG X MJ B" PVC RW PIPELINE "A" 12" X 12" X B" TEE FLG X FLG X FLG FLANGE ADAPTER / EXIST, 12" PVC RW 3' rt" "' CX) 3' 2" MANUAL AIR RELEASE ASSEMBLY 12" PVC COUPLING (TYP 2) PEINL 1 NOJES; 1. SEE NOTE 43, SHEET 5. 2. SEE NOTE 3, SHEET 7. DETAIL -TEE CONNECTION 1/8" ~ 1'-o· CD "X" GV FLG X MJ (RESTRAINED) SEE TABLE 1 FOR SIZE •x• PVC RW SEE TABLE 1 FOR SIZE "Z" PVC RW SEE TABLE 1 FOR SIZE "Z" GV FLG X MJ (RESTRAINED) "y" GV FLG X MJ ---1 (RESTRAINED) SEE TABLE 1 FOR SIZE SEE TABLE 1 FOR SIZE "y" PVC RW SEE TABLE 1 FOR SIZE DETAIL -TEE CONNECTION NOT TO SCALE B" GV FLG X MJ (RESTRAINED) 16" X 16" X 16" TEE, FLG X FLG X FLG THRUST BLOCK PER W/15 ,Y..--,. 8" PVC Rw PIPELINE "G" 16" X B" CONCENTRIC RED FLG X FLG 16" PVC RW .'1,-----1 PIPELINE "S" 16" FLANGE ADAPTER 16" X 1 2" CONCENTRIC RED 12" GV FLG X MJ (RESTRAINED) FLG X FLG ~ 12" PVC RW PIPELINE "G" DETAIL -TEE CONNECTION NOT TO SCALE PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ~ON, JUN JO, 2003 09:28 A P008.l821 SHEET 65 L\PROJECTS\741778\SHEET65.DWG X-RITT, COC-BDR.DWG FLANGE ADAPTER B" X 8" X 8" TEE FLG X FLG X FLG THRUST BLOCK PER W15 8" PVC RW PIPELINE "A" 8" GATE VALVE FLG X MJ 8" PVC RW PIPELINE "B" 8" BLINO FLANGE DETAIL -TEE CONNECTION NOT TO SCALE "X" GV FLG X MJ (RESTRAINED) SEE TABLE 1 FOR SIZE "X" PVC RW SEE TABLE 1 FOR SIZE •z• PVC RW SEE TABLE 1 FOR SIZE "Z" GV FLG X MJ (RESTRAINED) SEE TABLE 1 FOR SIZE FLANGE ADAPTER DETAIL -TEE CONNECTION NOT TO SCALE 8" GV FLG X MJ (RESTRAINED) 8" X 8" X 8" TEE FLG X FLG X FLG 8" GV FLG X MJ (RESTRAINED) 8" PVC RW PIPELINE "K" 8" PVC RW PIPELINE "T" FLANGE ADAPTER 8" PVC RW PIPELINE "K" DETAIL -CROSS CONNECTION NOT TO SCALE DETAILS 1 THROUGH 13 AND 15 NOTES: 1. SEE PIPELINE PLAN AND PROFILE DRAWINGS FOR ORIENTATION AND CONFIGURATION. 2. RESTRAINED MECHANICAL JOINTS SHALL BE PER SECTION 15000, 3. SEE PLAN AND PROFILE DRAWINGS FOR RESTRAINED PIPELINE LENGTHS EACH SIDE OF RESTRAINED MECHANICAL JOINTS, RESTRAINED PIPELINE PJ'S SHALL BE PER SECTION 15000. 4. ALL GATE VALVES SHALL HAVE POLYETHYLENE WRAP AND VALVE BOX ASSEMBLY. 5. MANUAL AIR RELEASE ASSEMBLIES SHALL BE PER CMWD STD. DWG. NO, W6. 6. BLOWOFF ASSEMBLIES SHALL BE PER CMWD STD. DWG. NO, W6, DETAIL J NOJES; 1, SEE PIPELINE PLAN AND PROFILE SHEETS FOR ORIENTATION. 2. LOCATE 8LOWOFF UP PIPE SLOPE FROM TEE. 3. LOCATE AIR RELEASE VALVE DOWN PIPE SLOPE FROM TEE. 2" MANUAL AIR REALEASE VALVE ASSEMBLY SEE DETAIL 3, NOTE 3 "' GATE VALVE INSTALLATION PER W16 EXCEPT PJ x PJ SAME SIZE AS PIPELINE 3' PVC RW PIPELINE, SEE PLAN AND PROFILES FOR SIZE 2" MANUAL BLOWOFF VALVE ASSEMBLY, SEE DETAIL 3, NOTE 4 l!IJ:AIL -INLINE GATE VALVE ASSEMBLY Q) NOT TO SCALE TABLE 2 TYPE CROSS 8 X 4 8" X 4" RED CROSS 10 X 8 X 4 X 4 10" X 4" RED CROSS "W" GV FLG X MJ (RESTRAINED) SEE TABLE 2 FOR SIZE "y" PVC RW SEE TABLE 2 FOR SIZE "y" GV FLG X MJ (RESTRAINED) SEE TABLE 2 FOR SIZE FLG X FLG CONCENTRIC REDUCER SEE TABLE 2 FOR SIZE 10· a· 4• 4• "W" PVC RW SEE TABLE 2 FOR SIZE "Z" PVC RW SEE TABLE 2 FOR SIZE •z• GV FLG X MJ (RESTRAINED) SEE TABLE 2 FOR SIZE "X" GV FLG X MJ (RESTRAINED) SEE TABLE 2 FOR SIZE "X" PVC RW SEE TABLE 2 FOR SIZE l!IJ:AIL -CROSS CONNECTION @ NOT TO SCALE 5 6 ' ALL GV'S FLG X MJ X MIG LUG ALL BENDS MJ X MIG LUG ALL BEND'$ 8 TEE'S HAVE CONCRETE T.B. ALL CROSS 'S HAVE CONCRETE TB. 8" PVC RW PIPELINE "x" 8" GV FLG X MJ (RESTRAINED) 8" GV FLG X MJ (RESTRAINED) 8" PVC RW PIPELINE "A2" 8" GV, FLG X MJ (RESTRAINED) FLG X FLG CONCENTRIC REDUCER 4" PVC RW PIPELINE "x" DETAIL -TEE CONNECTION NOT TO SCALE DETAIL 14 NOTES: 1. SEE SHEET 71 FOR NOTES APPLICABLE TO DETAIL 14. 2. SEE SHEET 9 FOR TOPOGRAPHY AND LOCATION. TABLE 1 TYPE TEE (RUN X RUN X BRANCH) ·x· "y" ·z· 8 X 8 X 4 8" X 8" X 4" RED TEE 8" 8" 4" 8 X 8 X 8 8" X 8" X 8" TEE 8" a· 8" 10 X 10 X 8 1o·x1o•x5• RED TEE 1 o· 10· 8" 12 X 12 X 4 12" X 12" X 4" RED TEE 12· 12· 4" 12 X 12 X 8 12" X 12" X 8" RED TEE 12· 12" 8" "X" GV FLG X MJ (RESTRAINED) SEE TABLE 1 FOR SIZE "X" PVC RW SEE TABLE 1 FOR SIZE FLG X FLG X FLG TEE ---.::::i--•z• PVC RW SEE TABLE 1 FOR SIZES THRUST BLOCK-- PER W/15 -Y" GV FLG X MJ (RESTRAINED) SEE TABLE 1 FOR SIZE SEE TABLE 1 FOR SIZE "Z" GV FLG X MJ SEE TABLE 1 FOR SIZE "y" PVC RW SEE TABLE 1 FOR SIZE DETAIL -TEE CONNECTION NOT TO SCALE "W" GV FLG X MJ (RESTRAINED) SEE TABLE 2 FOR SIZE FLG X FLG X FLG X FLG CROSS SEE TABLE 2 FOR SIZES "y" PVC RW SEE TABLE 2 FOR SIZE "y" GV FLG X MJ (RESTRAINED) SEE TABLE 2 FOR SIZE "W" PVC RW SEE TABLE 2 FOR SIZE "Z" PVC RW SEE TABLE 2 FOR SIZE FLANGE ADAPTER "X" GV FLG X MJ (RESTRAINED) SEE TABLE 2 FOR SIZE "X" PVC RW SEE TABLE 2 FOR SIZE l!ETAIL -CROSS CONNECTION @ NOT TO SCALE O 2 ' N BUTT STRAP JOINT (TYP. 2) EXIST. 27" CML &C STL PIPE a· PVC RW PIPELINE ·c· SEE SHEET 9 FOR CONT. 2" MANUAL AIR REALEASE VALVE ASSEMBLY PER CMWD STD. DWG NO. W6 ,-__ 8" GV FLG X MJ ·m----r--m [(RESTRAINED) !"---..S TEEL FLANGE ON 27" STEEL 24" X 24" X 8" STL DISH HEAD REDUCING TEE, PLAN PE X PE X FLG L EXISTING AC PAVEMENT PALOMAR AIRPORT RD, =ne X o<--Ct: Ct:: 0 ~ a.. 0 ~ co u DISH APPROX IN HEAD ~ V. EL 380.0' ,p Iii APPROX INV. EL 380.4' SEE NOTE 2 CUT ANO REMOVE 3' OF EXISTING 27" CML&C STL PIPE LO 1/ PROF)LE 27"(194) ~EB WEST CONNEQTION TO 8" = 1 '-0" 3. MECHANICAL JOINTS SHALL BE RESTRAINED TYPE PER SECTION 15000. SEE PLAN ANO PROFILE DRAWINGS FOR RESTRAINED PIPELINE LENGTHS 4, GATE VALVE SHALL HAVE POLYETHYLENE WRAP AND VALVE BOX ASSEMBLY. DATE INITIAL DATE "X" GV FLG X MJ (RESTRAINED) SEE TABLE 1 FOR SIZE "X" PVC RW SEE TABLE 1 FOR SIZE •z• PVC RW FLG X FLG X FLG TEE ~- SEE TABLE 1 FOR SIZES SEE TABLE 1 FOR SIZE INITIAL THRUST BLOCK--~..- PER W/15 "Z" GV FLG X MJ SEE TABLE 1 FOR SIZE FLANGE ADAPTER DETAIL -TEE CONNECTION CD NOT TO SCALE 12" GV FLG X MJ (RESTRAINED) B" X 4" CONCENTRIC REDUCER FLG X FLG 4" PVC RW PIPELINE "K" 8" GV FLG X MJ (RESTRAINED) 12" PVC RW PIPELINE "G" 12" X 8" FLG X FLG X FLG X FLG CROSS 8" PVC RW PIPELINE "K" 8" GV FLG X MJ (RESTRAINED) 8" GV FLG X MJ (Rf STRAINED) 12" PVC RW PIPELINE "G" DETAIL -CROSS CONNECTION NOT TO SCALE 8" GV, FLG X FLG 4" PVC RW PIPELINE "Q" 8" X 4" CONCENTRIC REDUCER FLG X MJ 8" X s· X 8" TEE, FLG X FLG X FLG 8" PVC RW PIPELINE "K" 8" GV, FLG X MJ 8" PVC RW PIPELINE "Q" ® TEE CONNECTION DETAIL - NOT TO SCALE i,(38 50,53 "AS BUil T" P.E. EXP. DATE REVI U D BY: It> -1'{-~ w~---~ INSPECTOR ~-DATE [jIT] C;J CITY OF CARLSBAD 5 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PIPELINE CONNECTION DETAILS APP~J:~_/4 WILLIA~, J>I 1 "'"ER /_., -. ,.. .,__..,/.,. 2-t~ ::az OEPU IY CITY ENGINEER PE 28176 EXP. 3/31 /06 DATE DWN BY: PPM PROJECT NO. DATE INITIAL CHKD BY: NAB ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: QRQ I 3887-C I DRAWING NO. 405-7 NEW PIPE EXIST. PIPE 1-1/2" 12" MIN. TRENCH RESURFACING PER SDRSD G-24, TYPE A 12" MIN. EXISTING AC rFINISH GRADE 6" MIN I ~ SPHALT CO ETE ,. .,. '• .. , ' ;--... ,: . ,·~· .... • "' • C a:, ~ 0:: t + t2 HOLD BACK COATING 4" MIN / 5" MAX MORTAR PLACED IN FIELD CHIP BACK COATING 3" MIN t 1 ----·---_________ "",T ____ . ...,____ ____ _ ' I ~ w 0 _J _J G: "' ~ ,_ w w 0:: ,_ "' w z 0 N I u z w 0:: ,_ ~ 3/4" AC °' BASE COUR • II'! 0 0) • & BUTT STRAP 12" x t1 THK f------,,.c.._---,.1''---'--------H-----,----,-------\,----+----L"--------------'--------- \_ EXIST 27" CML&C STL PIPE ci 2" MIN CHIP BACK LINING I u z w 0:: I- ~ z FILLER BAR THICK = 12 SEE NOTE 1 NOTE: 4" MIN HOLD BACK LINING 1. "t2" INDICATES OFFSET FOR NEW PIPE 0.D. TO MATCH EXISTING PIPE JOINT IF REQUIRED. USE FILLER BARS TO FIELD FIT . w 0. ;;:: ' r-- N 2" x 4" # 12 GALVANIZED WELDED WIRE FABRIC TO COVER FULL WIDTH OF BUTTSTRAP ~--MORTAR PLACED IN FIELD, STEEL TROWEL FINISH BUTT STRAP JOINT CONNECTION TO EXISTING STEEL PIPE 1 SCALE: 1/2"= 1" 4" HOPE 12· FACE OF CURB " HOPE DUCT SIDE R/W --------✓------- SIDE LK (WHERE SHOWN) CLASS "C' ONCRETE ENCASEMENT 12''w x 12" D (TYPICAL) [=~--------L _______ 7,L.--------t-----===s;;:.::~i.--2-2~~T~~~ .q....::.....p---11----------------,+---,,,o~ NOTE: REMOVE EXISTING CONCRETE SIDEWALK ANO CURB AND GUTTER AS REQUIRED AND REPLACE PER CITY OF CARLSBAD STANDARDS . DUCT ROUTING PLAN -STREET TYPE NOT TO SCALE PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 DETAIL NO SCALE MON, JUN 30, 2003 12,25 P P008J821 SHEET 66 L\PROJECTS\ 741778\SHEET66.0WG X-REFS, COC-BDR.DWG CD END CONCRETE ENCASEMENT 3 19-26 1-1/4" HOPE INTERDUCT (TYP 3) PULL ROPE TYP OF 4) SIDEWALK-~ WHERE EXISTS 4'-0" (MIN.) R/W w ~ z z 0 0 N 0 w w 0. m ;;:: II'! 0 0) • "' ,_ ::::, ~o Vlz ,_ 0 ~u _J 0 t3 u.. ;;:: " ~ ~ I • ' N <D - PRECAST CONCRETE EXISTING GROU / CURB & GUTTER SECTION NOT TO SCALE SURFACE 6" IDENTIFICATION TAPE (CENTERED OVER CONDUIT) UNIFORM BACKFILL ---.;+J-,«; (SEE SPECIFICATIONS) PULLBOX CLASS •c• CONCRETE ENCASEMENT 12"W x 12" D DUCT A FINISHED GROU (MATCH EXIST G) -.---7":-'-'-J..J..--'-'""'s:-; <XJ • J I - ::;; ~ ' N OR CRUSHED ROCK (DFA 1.5") COMPAC IN TWO LIFTS OPE DUCT 6" CABLE TRENCH SECTION B NOT TO SCALE .,----TRENCH ZONE BACKFILL _,.--DETECTOR TAPE . , . . ,_. ·-......... -· '. -.,:._.,~. __ ... _·:·,~:. ·-.-. ~. _,.--PIPE ZONE BACKFILL •. t. O.D . ,--,'f-----¥'s-+'4---INVERT ELEVATION "' ~ z ! 0 w _J u.. 0 0:: 0. 0 z <( z ~ 0. w w "' TABLE 1 NOMINAL PIPE PIPE DIAMETER 4" THROUGH 12" 14" THROUGH 24" TRENCH WIDTH OUTSIDE DIAMETER + 12· OUTSIDE DIAMETER + 16" NCHING ON IMPROVED STREETS SEE SDRSD G-24. TRENCH WIDTH (SEE TABLE 1) 1 ~1:~~!t:~(~~t~,¥!f((~llr-1#1,r1,;@ TRENCH DETAIL SCALE: 1"=1'-0" 1--~--- CLASS "C" CONCRETE ENCASEMENT 12"w x 12" D HERE REQUIRED) 2" HO DUCT ; I / 2 IDEWALK _ ___.o,"' (WHERE SHOWN) DUCT ROUTING SECTION NOT TO SCALE ,,, ~ / ' I /1\ "AS BUILT" I • ,I " A / - DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL PULLBOX --...____ TOP OF PIPE C "AS BUil T" P.E. EXP. DATE lf,lilEWED BY: I ).10, . _ \ lo-~1.o~ ~ . / INSPECTOR r , DATE ~ CITY OF CARIBBAD CTJTI 6 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PIPELINE DETAILS -SHEET 1 OF 2 APPR\sV~.I'. WILLIAM E. F'1 1 ""ER ./~ _. t:" ~, ...... _ 2::/m .QJ DEPUTY CITY ENGINEER P 281 76 EXP. 3/31 /06 -ATE OWN BY: DES I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: NAE! 3887-C 405-7 CITY APPROVAL RVWD BY: QRQ 121003 PULLING EYES CAST IN CONCRETE 4" HOPE DUCT TWO PIECE BOLT DOWN COVER NOTES: MP ANY VOID CREATED BY BORING, JACKING O TUNNELING SHALL BE FILLED BY PR SURE GROUTING (SEE SPECS) GLASS REIN RCED PLASTIC NNERS (SEE S CS) _£---_..- PLAN 1. ALL JOINTS OF CARRIER PIPE WITHIN CASING SHALL BE RESTRAINED PO JOINT. 2. CARRIER PIPE SHALL BE TESTED BEFORE INSTALLATION OF END SEALS ON CASING. 3. CASING SPACERS SHALL BE SO BOLTED AROUND THE PIPE THAT THE PLASTIC RUNNERS ARE LOCATED SYMETRICALLY ABOUT THE VERTICAL AXIS OF PIPE. 4. INNER DIAMETER OF THE STEEL CASING SHALL BE AT LEAST 12 INCHES LARGER THAN THE OUTER DIAMETER OF THE CARRIER PIPE. 5. CASING SHALL BE STEEL PIPE WITH A MINIMUM PLATE THICKNESS OF 5/8" PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 _......--PORCELAIN SADDLES PRECAST ONCRETE PULLBOX W/TWO PIE BOLT DOWN COVER SIDEWALK OR CURB (WHERE SHOWN) 4" HOPE DUCT EXPANSION BUSHINGS (TYPICAL) I 6" (TYP) I OPEN KNOCKOUT NOTES: 1. PROVIDE FINISHED GRADE TO DRAIN AWAY FROM PULLBOX WHEN PULLBOX IS OUTSIDE OF SIDEWALK AREA PRECAST ·CONCRETE PULLBOX 1 NOT TO SCALE 66 FOR CASING LENGTH AND INVERT ELEVETION END SEAL BANDING STRAPS SEE PLAN AND PROFILE SECTION NO SCALE OVER ' "' NOTE 4 .>. ~-: --a ; \--.. 1 6• (TYP) CRUSHED ROCK A END EAL (S SPECS)-~ --1-<---+ ----v--- OLT OR STUD (TYP) (SEE SPECS FOR ALTERNATIVES) STEEL CASING FOR CARRIER PIPE 2 48 N ALE CASING SPACER (SEE SPECS) CASING (SEE SPECS) 8" PVC CARRIER PIPE FRI, JUN 27, 2003 03:05 P POD83821 SHEET67 Lc\PROJECTS\ 741 778\SHEET67.DWG X-REFS, COC-BDR.DWG ~ ~ / r /1\ i.AS BUILT " I l ....... ~ ;---.... - DATE INITIAL DATE INIT~L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUILT" P.E. EXP . DATE lg)EJt: fl) ~iJf-tJCt INSPECTOR L ~ DATE ~ CITY OF CARIBBAD LDTI 7 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PIPELINE DETAILS (2 OF 2) APPROVED WILLIA~-PLUMMER 7-t'..S.•Qj_ ~M"~• r~• RI• 1~ DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: DES I PROJECT NO. I DRAWING NO. CHKD BY: NA6 3887-C 405-7 RVWD BY: PRP 121003 C (7) :e -;; (;) -..... .i:. ..... o .,:.CJ"I I ..... E:XISTING-CM.WT) POT/\E>LE WATER. PRS ELEG /fE:L= Box IN'2,TALL Z.·Z" f'VC CONJ::>UITS W ITH PULL f-OP!= PARSONS OFFICES IN PRINCIPAL CITIES MON, MAY 06, 2002 10:32 A 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MODEL L:\PROJECTS\ 741778\COC-BDR.DWG 240 230 220 210 200 ----- f-- I------ -.. ---- ~ ~-- i--------------------- I - I I c5gs . ;;, o,.,; CONSTRUCT 12" PVC C-900, C -200 PIPE CONSTRUCT 2· PVC C-900, CL-200 PIPE "' Q------+N 0 __, -.., ~ VI ,; --+- <.:> a) Za:, -a;,,; -a:: z.,., ~;! 1/1 1/1 <.:> -z 3c u t>: - O> W<( t>: -~o ~~ r.,u.. t>: 0 1// 0. ,- z,--u <.:>..., wz CD-z- 0 u --------. f-- s 0.05:,_ ---------- . --- -----------·------------- -- - I _, w I 12" FARADAY AVE. RW PIPELINE "G", SEE ' 10+00 -e l8o7 I~ __, w cS+t -H 1/1 w N 0 -~-N 0 w __, 1/1 0 -H u.J __, __, > 1/1 "' 0. 00 < w Lu __, "' 0 -0 __, u.J c'.!i VJ "' 0:: .,; <.:> ,-,-CD i. ...; ..; ...; ~ ,-z 0. '.'.:i ~ 0. "' . ., -. . "' -·--ea> 0 I t>: N i Nn + -+ -"' t>: N -H -H I 0 __, 0 __, I -H I' 00 __, __, I I __, ' w w 0 "' u.J Lu "' ' Lu "' ~ Q f-_a; e ~ --~ -H -.; -.cf ~ hri--> ' >o N N 0 > ~ ,-.. r--~ r--ci .; r--I ;;; N z . + + z + ~ I + -a, 0 0 .,., "' 0 .,., -0 I + 0 0. 0. 0 + ,-.:: " 0 < < -> > -< 0 I< j -H ---'? '" r,; r,; t;; "' V) 0 "' < ,-,-;!: 0 3' ,-VI VI --VI ~ EXISTING GRADE 1/1 -+ t>: -..,-->---,- VJ "' '< j // / -. I ' ci < t>: --u.. '// '//// I ., 0 ' ,- \_ REPARE REPARE EXIST. ,- EXIST. PAV MENT u L PAVEMENT w ·-- --- 0 -- s 0.0254 - - 10+25 \ ~ ~ - ::t-fi7! J:5, __J -~ 10+50 PROFILE HORIZ. SCALE: 1"=10' VERT. SCALE: 1 "=5' FARADAY PRESSURE REDUCING STATION, SEE SHEETS 69 AND 70 FOR DETAILS EASEMENT N52'04'52"w 58.64' --- S==U-V' ..... FARADAY I.VE. PRESSURE REDUCING ST TION '-../ - 10+75 CONCRETE CURB AND GRAVEL PER SHEET 70 2" BLOWOFF ASSEMBLY PER CMWD STD DWG NO. W6 STA. 10+64.12 -90' BEND FLG X MJ WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 N 1995810.71 E 6242888. 75 90'00'00" RT N 1995815.34 ,-E 6242905.98 z Lu :::;; I"' ;Q I z 0 s~u.u~ <.,/..---- APN 212-130-21 - EXIS'I; TEL I"' Q'. --~~-~_;-3-¥:_~~~-if;i ~J_'; ~ \ EXIST SEWER \ s --- 1~;=:ci~~~~:::~~~-~,IH~~S~5I2.Q04f'~52t"!EI 5 ": ' u /.J 001, 0 "' , N FARADAY ..XVENUE ==;f--- s .a. -"'I"' f.,. N --~1 ------- --- r ( \ , --- (; EXIST CABLE EXIST TEL EXIST SIDEWALK f- EXIST GUTTER EXIST CURB ----i---- - - - - ----- ----------- ---- EXIST GAS SHEET 19 _--" ----_/ s - CONNECT 12" PVC DRAIN PIPE TO EXISTING SEWER MANHOLE BEGIN 12" PRESSURVREDUCING STATION PIPING -STA. 10+00.00 = FARADAY AVE RW PIPELINE STA. 33+45.88 90' BEND MJ X MJ WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 N 1995801.53 E 6242844.20 0 END 12" PRESSURE RE UCING STATION PIPING -STA. 10+98.73 = FARADAY AVE RW PIPELINE STA. 33+ 75.38 90' BEND MJ X MJ WITH THRUST BLOCK PER CMWD STD. DWG. NO. W15 N 1995783.40 E 6242867.47 5 10 PLAN SCALE: 1"=10' 20 GRAPHIC SCALE ----- 40 DATE INfTIAL ENGINEER OF WORK REVISION DESCRIPTION I 240 230 - 220 210 200 ---- DATE INfTIAL OTHER APPROVAL NOTES: 1. CONTRACTOR SHALL PERFORM ALL WORK AND LIMIT CONSTRUCTION ACTIVITIES WITHIN CONSTRUCTION EASEMENT, FARADAY AVENUE, AND CAMINO HILLS DRIVE RIGHT-OF -WAY 2. REMOVE AND REPLACE EXISTING 6' HIGH CHAIN LINK FENCE AS REQUIRED. PROVIDE TEMPORARY 6' HIGH CHAIN LINK FENCING AROUND WORK AREA FOR SITE SECURITY AND AS A TEMPORARY REPLACEMENT OF ANY REMOVED FENCING. 3. RESTORE SITE TO EXISTING GRADE. 4. THE SITE IS LANDSCAPED WITH TREES AND GROUNDCOVER AND HAS AN IRRIGATION SYSTEM. CONTRACTOR SHALL RESTORE ALL LANDSCAPING AND IRRIGATION FACILITIES RD.AOVED OR DAMAGED AS A RESULT OF THE WORK, EXCLUDING THE CONCRETE CURB AND GRAVEL AREA PROVIDED PER SHEET 70. 5. CONTRACTOR SHALL ARRANGE AND PAY FOR RELOCATJON OF THE EXISTING UNDERGROUND CABLE FACILITIES THROUGH THE SITE AS NECESSARY FOR CONSTRUCTION OF THE PRESSURE REDUCING STATION. DATE INITIAL CITY APPROVAL "AS BUILT" P.E. ___ _ EXP. ___ _ rvn:::= INSPECTOR ~ IMPROVEMENT PLANS FOR: DATE fsi=ims1 L!!±J INDUSTRIAL PARK PIPELINES FARADAY PRESSURE REDUCING STATION SITE PIPING PLAN AND PROFILE OWN BY: DRW PROJECT NO. DRAWING NO. CHKD BY: NAB RVWD BY: ORD 3887-C 405-7 121003 0, 00 0 -...a. ...a. .s=,. MATERIALS LIST: 0 0 ® ® 0 1 EACH 8" PRESSURE REDUCING ANO PRESSURE SUSTAINING VALVE, Cl.A-VAL 92G-01, BCSKCY, C.I. BODY, 55 TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR, X101 INDICATOR (SEE MISC. UNDER TELEMETRY SYSTEM COMPONENT UST). 1 EACH 6" PRESSURE REDUCING ANO PRESSURE SUSTAINING VALVE. (SAME DESCRIPTION AS ITEM NO. 1 ). 1 EACH 6" PRESSURE RELIEF VALVE, 50A-01 BCKOGY, C.I. BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR, CRL 20-200 PSI RANGE. 2 EACH 12" GATE VALVES, CL 125 FLANGES, WITH HANO WHEEL. 2 EACH 8" GATE VALVES, CL 125 FLANGES, WITH HANO WHEEL. 2 EACH 6" GATE VALVES. CL 125 FLANGES, WITH HAND WHEEL 2 EACH 12X12X8" FABRICATED 10 GA. STEEL COMBINATION TEE, BEND, ANO SPOOLS WITH THRUST .A. FINISHED GRADE ~ JI z Si 'c I " .. 4 COLLARS PER DRAWING, WELDED JOINTS, CL 150 FLANGES. 1 EACH 8X6" FABRICATED 10 GA. STEEL TEE, CL150 FLANGES, WITH MORTAR LINING. b;l 1 EACH 6" FABRICATED 10 GA. STEEL DISCHARGE LINE WITH BEND, CL150 FLANGES, VICTAULIC COUPLINGS, MORTAR LINED WITH PORTION COATED. @ 2 EACH 12X8" CL125 FLANGED REDUCER WITH MORTAR LINING. @ 1 EACH 12" CL 150 FLANGED SPOOL WITH MORTAR LINING. @ 1 EACH 12" CL150 FLANGED SPOOL WITH VITAUUC COUPLING ANO MORTAR LINING. 1 EACH 8" CL150 FLANGED SPOOL WITH MORTAR LINING. 1 EACH 8" CL 150 FLANGED SPOOL WITH VITAUUC COUPLING AND MORTAR LINING. 3 EACH STYLE 77 VITAUUC COUPLINGS. 1 EACH SUMP PUMP "LITTLE GIANT" V4 HP AUTOMATIC, CAT.#506909 GRANGER#3P639A @ 1 EACH 1 1/2" PVC LINE TO DISCHARGE WITH CHECK VALVE ANO COMPRESSION COUPLING. 1 1 /2" GALVANIZED SUPPORT BRACKET. 8 EACH ADJUSTABLE PIPE SUPPORT, FEE ANO MASON, FIGURE 291. GALVANIZED WITH DRAIN HOLE -MOUNTED ON RAISED CEMENT. @ 1 EACH PRE-CAST CONCRETE VAULT (PARKWAY LOADING) INCLUDING P.C.C. THRUST COLLAR WALLS. @ @ @ @ @ @) @ ® @ @ @ @ ® 1 EACH 36X36" HATCH. BILCO TYPE J-4AL. RUN HATCH DRAIN TUBE TO DAYLIGHT OR CURB. 1 EACH GALVANIZED STEEL LADDER, ALHAMBRA FORY. MODEL NO. A-3400 WITH LADDER-UP. 2 EACH 6" PVC VENT PIPES. 2 EACH 6" PVC 90' BENDS. 2 EACH 6" PVCX STEEL ADAPTERS. 2 EACH 6" 10 GA. STEEL VENT PIPE, PRIME ANO PAINT ABOVE GROUND. 2 EACH 6" STEEL INTAKE AIR CAP, AILHAMBRA FORY. MODEL NO. A-2163 (GALVANIZED). 2 EACH CONCRETE VENT PIPE ENCASEMENTS. 1 EACH 36" DIA. PRE-CAST CONCRETE MANHOLE. 1 EACH 36" DIA. CIRCULAR GALVANIZED STEEL GRATE, ALHAMBRA FDRY. MODEL NO. A-1558-36. 1 EACH 6" FABRICATED 10 GA. STEEL DISCHARGE LINE WITH 180' BEND, CL150 FLANGES, MORTAR LINED WITH PORTIONS COATED OR PRIMED AND PAINTED. CONCRETE THRUST BLOCKING. TYPE OF FITTING WILL DEPEND ON TYPE OF PIPE. SEE SITE PLAN SHEET 68 2 EACH 8" SLIP ON/WELD ON FLANGES. 2 EACH 12" SLIP ON/WELD ON FLANGES. 2 EACH PRESSURE GAUGES, ASHCROFT 3 1/2"-1009A 1/4, FITTED ANO INSTALLED PER GAUGE DETAIL ON SHEET 70 PRESSURE TRANSDUCERS, FITTED AND INSTAILLED PER DETAIL ON SHEET 70 12" PVC DRAIN PIPE TO EXIST. SEWER MANHOLE. SLOPE MIN. 6% DOWNWARD TO MANHOLE, MIN. 4' COVER. MAINTAIN CONTINUOUS SLOPE. 1 EACH DAYTON SHADED POLE INTAKE BLOWER AUTO RESET, MODEL NO. GRANGERl4C943 OR #4Y533. EACH BLOWER TIMER -INTERMATIC #2T2501A 1 EACH SWITCH. @_ :.- I ;., I I £ELEV.~ . ... I 7 N0.4 BARS 12" 0.C. EACH WAY 1· 1/2" I 1'-3 1/2" 0.C. EACH WAY N0.4 BARS 12" --- 7 32 A ------• @ CEMENT COATING. LEAVE ON TO FIRST FLANGE. 2 EACH DUPLEX OUTLETS. \ I\ F\ . . <1 -I j . . ~ ·. 4, .. 12" :f .o ~-4 I t • .0 .. + ~· [ • l 4' FLUORSCENT FIXTURE -LITHONIA CAT.#00240A-WLF. 1 EACH 6" SUP ON/WELD ON FLANGE. @ @ INSTAILL HOSE BIB AT BODY PLUG LOCATION-PSI {'-:~6 RELIEF VAILVE. TELEMETRY ENCLOSURE WITH FLOAT SWITCH WIRED "-. 4 EACH 1" -3000 LB. GAUGE COUPLINGS. TO 110v RELAY. '-- @) CORE DRILL OPENING, GROUT PIPE IN PLACE. <1 4 'Jl ~ ◊J 6 p 4" 12· . <1 16 -I I : ~SIJMP1: L~~~~ g" 1 '-1" . . 4 34 • ... 1'-4" • .4 .i, "' I "' • <] 4· • "' I I\ ;, , \-= 2· 6" • "' N I -N ;,, ·-/ / • "' 1'-2" g" • 0 15 g• 1 '-8 • ~ 20 =-t 121) V ,~ 1\\ I -A <1 ~ <1 t:. 19 ~ I- ....... ,d ,. .· ' ' ?' . 37 ,· .... , '· +, <1 ~ 22 F N [777' @-I/ (//), 5 ,...... '///. ·( I 35) r /' 5 I/ I / l >< i L' 143) ..L " )\ /8 --15 '~ 35) --• ' 14 >-I/ <1 t-'~l h . . r, -f-I-' I I . rl? '@ 0 @) < • .. 14 14 @; 6 . '-v ,+---®--► 1@ ·. • 18 .... 4· .. 4. ,d . . <1 . ,, a • <1 • "' I --. . • SECTION A-A SCALE 1/2" = ,. 29' -6" 15' -6" 12" 14• -o· 1'-2" 2'-1 3/8" 1'-2" 2'-5 5/8" 1'-2" 1'-2" 9• _. ·r 40 41 0 . ., : ... "· • 4 • ~ ~ 12 10 10 11 34 0 .· ~~-~- I :-I 0 •· 1'-4" 1 1" 1'-8" 1 1 • 1' 8" • 4 . . . . • 43 15 38 @ 1 o· . . .· ~i 34 ·.• • • • ·_4 0 . JI • 40 41 12" l • C C 7'-9" 2'-3" g• PLAN SCALE 1/2" = 1 ' ® @ @ @ @ @ @ @ 2 EACH 8X6" Cll 25 FLANGED REDUCER WITH MORTAR LINING. COAT INTERIOR GROUT WITH POLYURETHANE. ® .. \ JOIN EXISTING 49 .... \ SEWER MANHOLE @ 1 EACH 2" BLOW-OFF. PARSONS OFFICES IN PRINCIPAL CITIES MON, 1.tAY 06, 2002 10:32 A 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MODEL L:\PROJECTS\ 741778\COC-BDR.DWG TIDEFlEX TF2 RUBBER CHECK VALVE WITH TYPE \ ... \ 316 STAINLESS STEEL ATTACHMENT STRAPS. \ . 50 ~ J • "' I ;.,, I -• -~ -t ELEV. I I 7 3'-8" 1'-3 1;2· 45 ~ 7 A -• ELECTRICAL NOTE: EXACT LOCATION OF ELECTRICAL COMPONENTS TO BE DETERMINED BY DISTRICT REPRESENTATIVE DURING CONSTRUCTION 11. 9 TO DISCHARGE MANHOLE 17 TO DISCHARGE MANHOLE 12" --I "' • "' • '-' I 0 • ... _ I 0 • '-' I 0 • "' • I "' • GENERAL NOTES: ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS. PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS AND GASKETS SHAILL BE MADE AS NECESSARY BY FABRICATOR. CONTRACTOR/FABRICATOR, SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING AND VAULTS PRIOR TO FAIBRICATION. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. . <1 2' 47 ELECTRIC SERVICE SINGLE PHASE 120/240 VAC MYERS ME-UG 125 VAULT FLOOR SLAB, WALLS, TOP SECTION, MANHOLE FRAME ANO COVER SHALL BE DESIGNED BY THE CONTRACTOR IN CONFORMIANCE WITH MSHTO STANDARDS FOR PARKWAY LOADING INCLUDING EFFECT OF RETAINING WALL SURCHARGE. VAULT SHALL BE OF A PRECAST TYPE DESIGN WITH ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT, BY THE CONTRACTOR, FOR APPROVAL. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE, SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS. ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHAILL BE FINISHED SMOOTH ANO EVEN PER SECTION B-13 'SURFACE FINISHES' OF DISTRICT STANDARDS. CIRCUIT SCHEDULE SERVICE PEDESTAL II WITH 100 AMP MAIN.----~ (CIRCUIT SCH. AS SHOWN). CIRCUIT 1 20AMP LIGHTS & OUTLETS CIRCUIT 2 20AMP TIME CLOCK & FAN CIRCUIT 3 20AMP SUMP PUMP CIRCUIT 4 20AMP TELEMETRY 8 16 4 TELCO JUNCTION BOX -----1 (8X8X6") ATTACH TO SIDE OF PED. 2" CONDUIT TO TELCO SOURCE MH 361. 2" PVC ELEC. CONDUIT WITH PULL ROPE TO • "' NON METALLIC - CONDUITS CONC. ENCASE PRIVATE ONLY t ' 2" ELECTRIC CONDU TO WATER VAULT IT . z "' ,J ' 4' • 1--' ;.,, .,. -,..., ,. ; --,:~ : .. "' SUMP SDGE TRANS. STA. NO . 2• TELCO CONDUIT TO WATER VAULT TRENCH I PUMP <1 XXX-XX± 1 o· SECTION B N.T.S ~ ;.,, • "' -. .. . . .. SECTION C N.T.S. SERVICE PEDESTAL DETAIL INVERT 12" PVC IN DISCHARGE M.H. INVERT 12" PVC • 0 I "' • <O JOIN EXIST. SEWER MANHOLE N.T.S . TRENCH DETAIL .. .· . ' N <. .. .•· . -,; . . :~ __ -:_"' .·:: ·;-.. --.:~f.:~}_--.-_--;~ :· ·. -. " _.,. •I ,,. ... , I· • N.T.S. +-----<30 ' "' 9 42 SECTION D -DISCHARGE M.H. N.T.S . "AS BUILT" P.E. __ _ EXP. ___ _ REVIEWED BY: rf?~wn FROM SUMP PUM FROM PRESSURE RELIEF VALVE DATE fSHml CITY OF CARLSBAD I SHEETS I 1------1--+------------------+l----+--l----+-~ ~ ENGINEERING DEPARTMENT 114 1----l----+----------------l-------l---+----l------l DATE INITIAL DATE INITW. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PRESSURE REDUCING STATION DETAILS -SHEET 1 OF 2 OWN BY: MLP PROJECT NO. DRAWING NO. CHKO BY: NAB RVWD BY: ORD 3887-C 405-7 121003 ITEM 1 2 3 4 5 6 7 0 -0 1 1/2"C, 7-2C#18SH-----~ 5#12 GND. ---------~ 1 1/2" C-10#12, (NEMA 4X) --------~ RITTAL BOX CONTROL J-BOX TELEMETRY SYSTEM COMPONENT LIST (NO SUBSTITUTUINS) BLACK BOX CORP. P.O. BOX 12800 PITTSBURGH, PA 15241 PHONE (724) 746-500 FAX (800) 312-0746 1-MODEM 3600 STANDALONE, ITEM fMD880A 1-MODEM 3600 RACKMOUNT, ITEM fMD880C HARDWARE REQUIRED: (FOR WATER OPS) 1 -AC7A 1 -SNAPB12M 1 -SNAP-PSS 1 -SNAP-PS24 1 -SNAP-B3000 AS NEEDED -SNAP OACS 110 VAC OUTPUT MODULES AS NEEDED -SNAP IACS 110 VAC 4 CH. INPUT MODULES AS NEEDED -AIV 10, 5 voe ANALOG INPUT MODULES 2 -PRESSURE TRANSMITTERS MODEL PMC 133-1N1F2B6Q4S 3/4" C-1-2f18SH ---+----~----------~ SCADA 110 EQUIPMENT STANDARD PRV TELEMENTRY OPTO 22 MISC. CLAVALVE SPECIAL ACCESSORIES (NEMA 4X) POWER J-BOX --------~ 2-Xl 17C VALVE POSITION TRANSMITTERS PE/PIT-2 -----t-----+----------;::::::;:==::;-------s, CONTACT: SCOTT WINROW 43044 BUSINESS PARK DRIVE TEMECULA, CA. 92590 OR APPROVED EQUAL. (TO BE INSTALLED ON PRV'S) J PE/PIT-1 ----------•r .• 1 • ~ ·J---:;---------,------,.-----,.,,---~~-----------,---"~--~--~::------"'-<,---C~+------1 l . -'1 • -• ••• • • -'1 J:· - '1 --+-+-+ t -"-'---___. --+I+- • • q p N '1 _q. PHONE (800) 321-6786 3/4" C-1-2f18SH 3/4" C-1-2f18SH HOFFMAN ENCLOSURE WITH PANEL (30"H x 24"W x 12"0) 1-D-L30H2412LPB ENCLOSURE 1-A-30P24 PANEL (OR EQUAL) RITTAL fAE1376 MOUNTED TO WALL WITH UNIT STRUT MOUNT AND WIRE ENCLOSURE WHERE ACCESSBLE IN VAULT NOTES: 1. COORDINATE WITH CMWD OPERATIONS (TEL 760-438-272) FOR ADDITIONAL REQUIREMENT. 2. CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE. RITT AL ~.______ UNIT ENCL. STRUT VAULT WALL -• 3 / 4" C-1 -2C# 18SH --------1-----1--1-----------l------l-------h----• TO TURN ON LIGHTS OR APPROVED EQUAL SWITCH 802T TYPE ALLEN BRADLEY LIMIT PRESSURE RELIEF DISCHARGE - - GRANGER #3P639A SP-1, LITTLE GIANT SUMP PUMP NOTE: ALL ELECTRICAL EQUIPMENT SHALL BE SUITABLE FOR USE IN WET LOCATION TO POWER JUNCTION BOX. FAN TIME CLOCK-INTERMATIC 2T2501A GRANGER STOCK LIGHT /INTRUSION SWITCH TELEMECANIQUE MODEL fXCKJ10541 H7 WIRED TO ACTIVATE LIGHTS WHEN LID IS OPEN. GRANGER STOCK #48811. INPUT/OUTPUT (1/0) SCHEDULE PRESSURE REDUCING STATION • "q -'1 1 • <l - r q • • • . "' . . r "'--------1-----+--I---------HATCH SWITCH (ZS-1) ~~;::::'::i:=:=l'ii:=!=====.L-~f--------LIGHTING SWITCH • .il l'---------------- INTERMA TIC f2T2501 A WEATHER PROOF TIME CLOCK FAN SWITCH AND TIMER 1'----------------ACCESS HATCH '------------------203/ 4" C-1-2#1 SSH GRANGER f4C943 OR 4YJ33 '--------------------INTAKE BLOWER '---------------------3/4" C-1-2Cf18SH TRANS. (TYP.) '---------------------VALVE POS. VENTS i _ _,___ - -7 I I I VAULT/L I ~I ____ _J PLAN VIEW NOT TO SCALE ASHCROFT 3 1/2"-1009 A 1/4" I PRESSURE TRANSDUCER 0-200 P.S.I. DOWNSTREAM 1/4" BRASS NIPPLE-- 0-300 P.S.I. UPSTREAM ELECTRIC SERVICE 1X1/4" BRASS BUSHING --~==~~~1/4" GAUGE COCK VAULT HATCH CONCRETE CURB WITH LANDSCAPE MESH AND 1-1/2" ROUND ROCK SEE SHEET 68 FOR LAYOUT FACE OF CURB --1X1/4" BRASS BUSHING 1" MIP X FIP BALL CORP (FORD FB 1700; JONES J-1931) SINGLE PHASE 120/240 VAC MYERS ME-UG 125 SERVICE PEDESTAL -~-.-w WITH 100 AMP MAIN. 1" MIP X FIP BALL CORP 1" L 3000 STEEL COUPLING ~------t::'.l:===::::::1" CL 3000 STEEL COUPLING (CIRCUIT SCH. AS SHOWN) TELCO JUNCTION BOX:---i..r (8X8X6") ATTACH TO --:'----'r-r (FORD FB 1700; JONES J-1931) PIPING PER PLAN ------¥---PIPING PER PLAN----¥-- OUTPUT INPUT ANA. DISC. POINT DESCRIPTION LOCATION REMARKS SIDE OF PED. '10 PRESSURE TRANSDUCERS TO BE INSTALLED ON THE SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE X X UPSTREAM PRESSURE PIPE 1 PE/PIT-1 PRESSURE TRANSDUCER X X DOWN STREAM PRESSURE PIPE 1 PEIPIT-2 PRESSURE TRANSDUCER X X SDG&E POWER FAIL RELAY-MT. ENCLOSURE WHEN POWER IS OUT X X VAULT INTRUSION ZS-1 HATCH SWITCH X X PRV VALVE NO: 1 POSITION Zl-1 POS. TRANSMITTER X X PRV VALVE NO: 2 POSITION Zl-1 POS. TRANSMITTER X X SINGLE POINT LEVEL DETECTION BELOW RITTAL ENCLOSURE FLOAT SWITCH/VAULT FLOOD TYPE DESCRIPTION MOUNTING VOLTS WALL MOUNTED FLUORSCENT FIXTURE, 4' (2/4~ LONG MOLDED HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WITH HIGH IMPACT CEILING 120 ACRYLIC OlffUSER, WITH CAPTIVE LATCHES, MOUNT COMPLETELY GASKETED AND ENCLOSED SUIT ABLE FOR WET AND COJ..ROSIVE LOCATIONS. 2" CONDUIT TO TELCO SOURCE (SEE S+1EET 66) 2" PVC ELEC. CONDUIT WITH PULL ROPE TO SDGE TRANS. STATION . {SEE s+1EET 66) NO. OF LAMP TYPE TOTAL LAMPS WATTS 2 F40T12 100 I 2" ELECTRIC CONDUIT TO WATER VAULT 2" TELCO CONDUIT TO WATER VAULT MANUFACTURER AND CATALOG NUMBER LITHONIA CAT. # DD-240A-WLF OR EQUAL GAUGE DETAIL N.T.S. TRANSDUCER DETAIL N.T.S. P.E. REV1EWED BY: "AS BUILT" EXP. DATE U)JJ, ~ INSPECT~""' -- (0 • /"t-c'] DATE UQJ CITY OF CARLSBAD rnTI 0 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR INDUSTRIAL PARK PIPELINES PRESSURE REDUCING STATION PARSONS DETAILS -SHEET 2 OF 2 APP,1 ED \\'ILLIA~E~~ OFFICES IN PRINCIPAL CITIES MON. MAY 06, 2002 10:32 A 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ~\PROJECTS\741776\COC-BDR.OWG DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL &J&,,n //)_..,,. ~- DEPUTY CITY ENGINEE~ 3/31 /0o DATE OWN BY: MLP I PROJECT NO . I DRAWING NO. CHKD BY: NAB 3887-C RVWD BY: QRQ 405-7 121003 PARSONS OFFICES IN PRINCIPAL CIT/£S 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 GENERAL NOTES FOR DETAIL 14. SHEET 65 AND SHEETS 71 72 AND 73 1. HORIZONTAL AND VERTICAL LOCATIONS OF EXITING 27-INCH STEEL CML&C PIPELINE ARE APPROXIMATE AND ARE BASED ON RECORD DRAWINGS SHOWING APPROXIMATE ALIGNMENT AND MINIMUM DEPTH OF COVER. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING 27-INCH PIPELINE. 2. CONTRACTOR SHALL VERIFY STEEL WALL THICKNESS AND OUTSIDE DIAMETER OF EXISTING 27-INCH PIPE AT EACH LOCATION WHERE A CONNECTION WILL BE MADE AS SHOWN ON THE DRAWINGS. STEEL CYLINDER WALL THICKNESS OF CONNECTING PIPING FURNISHED BY CONTRACTOR SHALL BE 0.375 INCH OR THE THICKNESS OF THE EXISTING PIPE AT THE CONNECTION, WHICHEVER IS GREATER. OUTSIDE DIAMETER OF CONNECTING PIPE STEEL CYLINDER SHALL MATCH OUTSIDE DIAMETER OF EXISTING STEEL PIPE CYLINDER AT EACH CONNECTION. 3. PRIOR TO FABRICATION OF CONNECTING PIPING, CONTRACTOR SHALL SUBMIT SCALED, DIMENSIONED PLAN AND PROFILE OR ISOMETRIC LAYOUT DRAWINGS OF THE PIPING SHOWING FIELD MEASURED LOCATIONS OF EXISTING 27-INCH PIPE INCLUDING APPROXIMATE SLOPE, FIELD MEASURED LOCATIONS OF CROSSING PIPES, LAYOUT OF CONNECTING PIPING INCLUDING LOCATION AND TYPE OF JOINTS, HANDHOLES FOR FIELD MORTAR LINING OF JOINTS, AND OUTLET LOCATIONS AND SIZES. SEE SPECIFICATION SECTION 02653 FOR ADDITIONAL SUBMITTAL REQUIREMENTS. PIPING LAYOUT SHALL PROVIDE FOR A MINIMUM OF 1 FT CLEARANCE BETWEEN THE STEEL AND PVC CONNECTING PIPING AND CROSSING PIPES AND UTILITIES. 4. JOINTS FOR FIELD ASSEMBLY OF CONNECTING PIPING IN ADDITION TO THOSE AT THE CONNECTION POINTS MAY BE PROVIDED AT THE JUDGEMENT OF THE CONTRACTOR AND SHALL BE BUTT STRAP TYPE PER DETAIL 1 ON SHEET 66, EXCEPT BOTH PIPE ENDS WILL BE NEW. 45° BEND 16" STEEL PIPE-----tx cf EXISTING 45° BEND 5. PROVIDE HANDHOLES IN CONNECTING PIPING ADJACENT TO BUTT STRAP JOINTS FOR FIELD MORTAR LINING OF WELDED JOINT BY HAND PER DETAIL 1, SHEET 66 WHERE ACCESS IS OTHERWISE NOT AVAILABLE. 6. SAW CUT EXISTING STEEL PIPE AT THE LOCATIONS SHOWN ON THE DRAWINGS. CUT PERPENDICULAR TO AXIS OF PIPE. REMOVE CEMENT MORTAR LINING AND COATING TO THE EXTENTS SHOWN ON DETAIL 1 ON SHEET 66. REMOVE BURRS AND SPURS ON CUT STEEL BY GRINDING PRIOR TO MAKING BUTT STRAP JOINT. REMOVE AND DISPOSE OF PIPE SECTIONS CUT FROM THE EXISTING PIPELINE. EXISTING PIPE ENDS ARE CAPPED WITH WELDED STEEL PLATE. LOCATION OF SAWCUT SHALL RESULT IN REMOVAL OF ENTIRE CAP ASSEMBLY. 7. LOCATIONS OF AIR AND VACUUM VALVE ASSEMBLIES AND BLOWOFF ASSEMBLIES, INCLUDING CONNECTION POINTS TO THE PIPELINES, SHOWN ARE APPROXIMATE AND WILL BE VERIFIED BASED ON THE SUBMITTAL PIPE LAYOUT DRAWINGS AND AS CONFIRMED BY THE ENGINEER IN THE FIELD. 8. PREPARATION AND SUBMITTAL OF TRAFFIC CONTROL PLANS FOR WORK IN PALOMAR AIRPORT ROAD WILL BE REQUIRED AS A CONDITION OF THE CITY OF CARLSBAD RIGHT-OF-WAY PERMIT. SEE SHEET 74 FOR GENERAL TRAFFIC CONTROL NOTES. GENERAL TRAFFIC CONTROL REQUIREMENTS ARE AVAILABLE FROM THE CITY. TRAFFIC CONTROL ACROSS PALOMAR AIRPORT ROAD WILL REQUIRE PHASED CONSTRUCTION CONSISTENT WITH THE PHASED TRAFFIC CONTROL SHOWN FOR SIGNALIZED INTERSECTION CROSSINGS ON SHEETS 91 THROUGH 96. WORK IN PALOMAR AIRPORT ROAD WILL BE RESTRICTED TO 9:00 PM TO 5:00 AM. 16" WELDED STEEL CMLC PIPE NOTES: 0 BEGIN CONNECTION PIPING. FUTURE CONNECTION TO BRESSI RANCH ZONE 660 PUMP STATION. BLIND FLANGE PER SPEC SECTION 15000. ® 1 5• STEEL CML&C PIPE PER SPEC SECT)PH-rr::'65:!---..,_ _ _,.,...----._.-------..._ -....--- FABRICATED STEEL PIPE SPECIAL P R SPEC SECTION 02653, 15• APPROX 90 D,EGREE BEN9J 15· /4' ,#'/,(l_(i,£~(~. /43/ STRAIGHT PIECE ~ 35' IN LENGTH r){.¢14 .tl'l,0 fh ,.Jn'¢t r ~ y,r,. 16" @ ~11 lll'/JP'/4.!.C.11¢t>i ~fJI,!(,-h¢14'4tfai/ IP Ii# #/if 1/Jt ~ f.i! #'/-& ...........ltJl~Q !f!P,E ?fl/. ;WA/I-A 1#.f.Y f,fa L--,./'---- ® C ISTIN'c._~27'..:".s:Ft:4:t, STEEL CMLC PIPE ® WELD STEEL CAP ON EXPOSED CUT END OF EXISTING 27" STL CMLC PIPE. • PROFILE TO BE DETERMINED SUBJECT TO PUMP STATION DESIGN 16" PVC PIPE MJ X MG EXISTING 18" SD '--"7 16" PRE FAB 90° BEND -----..,,,..+-------~------i--------) \ y.__ 16" FLG X MJ X MG ---,-------~+-----U _____ k:J.--27')( 16'" REDUCER 12" SD STA 10+48 PVC/ STA. II+ 14 6" PVC ------- RGAE>---G -=E . -_ -.::._-_ --=------_ --_-..,...-.-: - --=----. ~-~ ---------------- STEEL \ '---, ,,_,, ~] P""'\~\ \ ,, EXISTING MEDIAN / ~-- ABANDONED 27'~ ,,..,,.- -\EXIST 27" STEEL CMLC I \ \ \ \ \ \ \ \ \ \ --,-- \ \ \ -\~ \~jf~i ' I ~ fl'\ STEEL CMLC ,,.-,,.-,,, ,, / , ~ ___ _,., ________ _ ------<----------.--;:---,,,, ~-, ,,,,.;:.,,.. / ..,,,,..,,,.-.,,, STA 10+25 45° BEND ~ -- --M-d --X MEG-L-UG----- 30" DIP EXIST ELE \ N \ S\[E OF FUTURE BRESS RANCH ZONE 60 PUMP STATfN r PLAN -CONNECTION OF 27-INCH TO 16-INCH RECYCLED STUB-OUT AT ZONE 660 PUMP STATION SCALE: 1 •~20• 0 10 20 40 80 GRAPHIC SCALE i \ \ "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: {g)~,L~ INSPECTOR AS BUILT ~ CITY OF CARISBAD I SHEETS I 1===t:::::::s:~====:::==:::::z=====~~==t==1===i===1 ~LZlJ==1='--':::===E:::N:::G=IN:::EE:::R=IN:::G=D:::E:::PA=R=TM:::E:::N=T===:::...::=1=1=4=: DATE INITIAL DATE INITLIII. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES 27-INCH PIPELINE CONNECTION TO BRESSI PUMP STATION OWN BY: PM PROJECT NO. DRAWING NO. CHKD BY: NAB RVWD BY: ORD 3887-C 405-7 MON, JUN JO, 200J OJ,J1 P POOBJB21 SHEITT1 Lc\PROJECTS\ 741778\SHEET71.DWG X·REFS, COC-BDR.DWG, XUTILS.DWG, X-PROP _UNES.DWG, X-BRESSI PUMP STATION CONN-AIJGN.DWG, X-BRESSI PUMP STATION CONN-PRO.OWG, TOP04.DWG, X·El.R_?AR-UTILS.DWG • • 121003 C ~:e 0 G') .... .. .a::.,. .-.o ,1:1,,.c.n I ....... CONSTRUCT 34 LF OF 350 ,-. CX) t-------------0 0 - ~--~ "' "' I I :XISTING ~ :;RAElE ------_.? --------------~ j --I -----320 +-------:::,.--===:...._----t--------:::::--""----------=-=-~tt---.----1'1------------+----------1r I ' ~ -~ --= r------:~--:;:--.-,,w,.~ \_\~t. --' -l --------------:,;;.\l'IG 7.1 ___.. -os:,, - 310 --t,~::::---------+------------,"-t+H-i---------t-----------+ / /,; - -------------+------- ,__ _______ ------ r ------------+----- ~----------+----- EXISTING 16" ACP CMLC WATER -- ,-Oo,-ilO------ \ - I -= -__ -:::; ~RW-- ---__ w,------ _g + CX) "' //~ "' " f-""' ' '\ " ...J m ~ ~ ::.· .. -~ Lu '; "' Ct: PROFILE HORIZ. SCALE: 1. =40' VERT. SCALE: 1 "=8' N I > j -l - ' I 109+00 110+00 EXISTING 18" RCP STORM DRAIN --------,----- ----w- E -"' F --· w PLAN -RECONNECTION OF EXISTING 27 INCH APPROX. 800 FEET EAST OF EL CAMINO REAL /" 1 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ~ON, JUN 30, 2003 12:57 P P006J821 SHEETT2 L:\PROJECTS\741776\SHEETT2.DWG HORIZ. SCALE: 1 "=40' , __ _ X-REFS, COC-BDR.DWG, X-PAR_RECONN-PLN&PRO.DWG, X-PAR_EFA-PLN&PRO.DWG NOTES: 1. SEE SHEET 71 470 460 450 440 430 420 410 I f -- - - ---- !i'l' CONSTRUCT _26 LF OF 27" LO. WSP CML&C t-1.375" -- - - '\. u Ct: I"\ -\ ...- =-=-=i==--:=---=--"', ~ - "' "' VJ -0 z <( Ct: 1:;, - / / / / ~ z z 0 ~ Ct: z Lu __ =.;·:r~=====1i..~vl-;4ff'l--'--~---~v1cT .. ,,.. ?r_ WAT~r·----- r / -t-- ".:,-- ~ [D -+ '.:;: Lu -VJ 2 • a, < 0 "' + + G:: + N , N = .,, ----- . "---... -~ ;;,: ~-~ f--,-. ~ ,-. "' VJ w VJ ----------------- B) (E) 'D) ~ ·- ' I I + I + ---1--EOSli"lllG,-=+-- GRADE \ \ ---If---. f-- + 1 -- 141+00 142+00 143+00 144+00 145+00 N 7 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1 "=8' b,. ( • I • I I l'12 t67. 42. (PAR)= ~I 7f<12.e5 I INs,}ILl_ {,'. F"E_,A.Te C. ""/fJ'G..-k "Z? Xg'• Tee I I 2'' tn;:/R 1.4.l~e_ 1/. I I I~ I I I _f?Lw EXISTING 12" ACP -.... -A,-. / .'i ----------------- .,, "' ,--,i 1-FO() ,(Eh _ _,__f-_ ~ _ -'I-.. PALOMAR AIRPORT ROAD "' -....._,-141+00 I _-r--' ~ •y+-oo _ A -::: 143+oo ~ 145+00 -RW -_ ~ ~ , \,\ -, _:::-,.-1 _---1 ~-==:::::--------1, ABANDON 27" STEEL_-I:\ --1 -_ : \ ,... : -;::::,:;:;:=:;;--:::-::=_=-,i.r,-- -_-~W--_ -~V-@~! '/ F ::Ar 27" ST-E-EL-& - --. - --~ru.... I --\ ------~ ---- - - --W-- R/W --.,...___ ----~--_....e,.--=,-,ciA,.--__.,--orQA...._--- -.. ,,,____ -r ...._ '¼ -- @1NG 27" STEEL ~ / D / CMLC PIPELINE / I®--" IA R+'i'I' .l"I f:t Fv.Jt\Tr= sr. '\ 1 e:t7NNE<-T TO exisr. e~ PVC. ..,~ 'Pt • ~~ -RECONNECTION OFi ll ~ • ·-NG 27 INCH AT EL FUERTE STREET /" 2 ' ~ ..v HORIZ. SCALE: 1 "=40' \.. -1 ( . " ' /1\ "AS BUILT" T FOR NOTES APPLICABLE TO THIS SHEET. ,...._ / . 2. REFER TO CITY OF CARLSBAD DRAWING 314-3, PROJECT 3341, SHEET 42 OF 135 FOR RECORD DRAWINGS FOR THESE AREAS. 0 BEGIN RECONNECTION PIPING CONNECT TO EXISTING 27" PIPE. SEE DETAIL 1, SHEET 66 ® 45• VERTICAL BEND @ 2" AIR AND VACUUM VALVE ASSEMBLY PER SDRSD W-7 ® 2" BLOW OFF ASSEMBLY PER SDRSD W-6 (D 27" CML&C, WSP USE CML (.375") ® END RECONNECTION PIPING CONNECT TO EXISTING 27" PIPE, SEE DETAIL 1 SHW:.·-6&--fa CAP~D ENO O EXISTING PIPE I @s''PVC. (c:-'loo)Rw PtPE(so') .. . ......___,., '- P.E. __ _ EXP. ___ _ DATE curt::' INSPECTOR ~ \?::'<f•E>o/ DATE uTJ CITY OF CARI.SBAD fsHrnsl ENGINEERING DEPARTMENT L!..!±J IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES 27-INCH PIPELINE REPAIRS IN PALOMAR AIRPORT ROAD 20 40 0 ·~-80 160 1-----1--+,,::::==:;;,_r"'--;c,_~=:::::..,Vy--=--._ ..... v,r-l-......... ,:;r,,,-=t-"';;;;;:___,;:J'--""1, ~~~l~LIAM/,. ~-... >..., 7 -/.5...QJ DEPurMifiF (NGINEER PE 28176 EXP. 3/31/06 DATE ' j GRAPHIC SCALE OWN BY: OES I PROJECT NO. I DRAWING NO. CHKD BY: NAB 3887-C 405-7 RVWD BY: ORD ENGINEER OF WORI ~ ,._ .,,_ REVISION DESCRIPTION ,,,,. ~ A DATE INfTIAL DATE INITIAL ~THER APPROVA'.,, CITY APPliOVAL J 121 003 • • CONSTRUCT 53 LF OF i 27• I.D . WSP CML&C t=O'l,~37_5 ___ M_I_NI 460 -,-----------~----~-~--~~~~-~-.,.....----~-----------~ (A) (C) (B){Hi)(H)(B) F) (Gl/ t/l 440 ~ l'!i --. --. ------+---_ _.i;.,3:'---""'\--1 --------+-----\ \ ID I I/ 11-- I, ~ /_ a:: CJ I.L "' _g_ 3: ,,,_ • ./ ./ ./ ,_ z z 0 u "-'-a:: lo z CJ EXISTING GRADE\ --- ' ' ,_ - - - --~ - - - -I 430 -t-7 EYx1~~111if,,.1G:;--;2rr1-·-,wrlffi._~t:11-1E--_t-~-=-==--==--=::-:=~l=l---i¾=lf---fr;..J-----~=f-=------------t-1----=-===--- -- -- c\ -0 I\ - ------------1 420 -+----------+------//'-------,L-,11--+--++--,-------+----------/ / ----------- \ \ - - -I-- ... 5 -------'--· - -- --------·--- 9-- a:: -1---,,., - ~ + "' 'z - ti ,=, t/l ;:._ (B) I-------- - - 400 ~----------__..__ __________ _., __________ __._ ___________ ..L...I 154+00 155+00 156+00 157+00 15B+OO PROFILE HORIZ. SCALE: 1 '=40' VERT. SCALE : 1 "=B' DETAIL 1 NOTES: @ ~~~ @) 2" AIR AND VACUUM VALVE ASSEMBLY PER W-7 ® 2" BLOW OFF ASSEMBLY PER W-6 " CML&:C, WSP FABRICATED STEEL PIP SPECI PECIFICATION S 2653 . PROVIDE FLANGED OR 8" RW PIPELINE 470 460 450 440 430 420 410 CONSTRUCT 16 LF OF 27" &: 12· -CONSTRUCT 117 LF OF WSP 'CML&C 12" PVC C-900, CL-200 PIPE I (A) tCJ 1DJz (0 ._ (L) ~ ,~ co z co ...J "' ,>o -+ ~\ ID I ,,., ,,., :::; ,,., £_~ I "' "' ll7: ~ F -~ I\._ ~ ... --CJO:: I ~ t/l .... i7 "' t/l a: w u z ~ ci3 / -5-- u t;; "--..,---z ::, ' a. 8-" u ~ ~ \0..----- ID er--"\ 7 ... ' ' , __ ,-I ~ IA .. I ~ '\ I------::; -I " -EXtS"flNG r7~~IN -- ~ , '\ 7 -\-" ~ ' J -Fl -" ~ \ I ~ \ I ' ---1- ~ l \i)-(BJ (EJ -~ t . - ~----- I 163+00 164+00 PROFILE HORIZ. SCALE: 1 "=40' VERT. SCALE: 1"=8' ABANDONED 16" iH~ (J) CJ ::... a. ---+-"' .., = ,,., "' a. "' ...J w -z CJ -$-Q $-.... - t/l t; t/l ' z N z -0 -u z 0 !!! z w / ~L r -1-- -~ -r------.. -- . -. 166+0D -- -- EXISTING, t_;RA!k \ --- --··------ -----··- .. ~ ---- ------·-- ----- ---- 167+00 DETAIL 2 NOTES: NNECTION PIPING. EXISTING 27" FABRICATED STEEL PIPE SPECIAL PER S ICATION SECTION 02653. N END PER DE SHEET 66, ISTING OF 5 FT MIN STRAIGHT 27-INCH, HORIZONTAL B , 4 IN STRAIGHT SECTION 27-INCH, 27" " CONCENTRIC R R, 12" BY 2 FT MIN LONG, " LG ND . TOTAL LENGTH 16 FT @) 2" AIR VACUUM VALVE ASSEMBLY PER W7 @ 12" CL 1 50 SfEEL FLANGE PER SECTIOPj 15009 © 10 FT, 12" PVC C-900, CL 200 PIPE, FLG X PE CONNECTION TO FABRICATED STEEL PIPE SPECIAL. MINIMUM SLOPE DOWN AND AWAY FROM SPECIAL OF 0.005. PROVIDE THEADED OUTLET FOR AV CONNECTION ® HIGH DEFLECTION COUPLING FOR VERTICAL POINT OF INTERSECTION @) 12" PVC C-900, CL 200 PIPE ® END CONNECTION PIPING. CONNECT TO EXISTING 12" PVC RECYCLED WATER PIPELINE. 12"X 12" TEE, FLGXFLG, WITH TB PER Wl 5 AND 2 -12" GV'S, FLGXMJ, WITH TB'S PER W16. Q) CUT AND REMOVE 16 FT OF EXISTING 12" PVC RW CENTERED ON 12" PVC CONNECTION PIPING. REPPLACE WITH TEE AND VALVES AND 12" PVC C-900, CL 200 PIPE. CONNECT REPLACEMENT PVC PIPE TO EXISTING PVC PIPE AT CUTS USING PVC COUPLINGS. 0 2" BLOWOFF ASSEMBLY PER W6 ® 2" MANUAL AIR RELEASE ASSEMBLY PER W6 CD CAPPED ENO OF EXISTING PIPE 12" -PVC RECYCLED WATER EXIST. 24" STEEL WATER ffi REMOVE GV S INSTALL BLIND FLANGE ANO BL . ROVIDE THR TLET FOR _,_,,~~JI ACUUM VALVE ASSEMBLY ~ 154+00 EXISTING 16" ACP --------J-L_;"' EXISTING 24" RCP STORM DR 155+00 C . BLIND FLANGE --1-...;.....---'1-+ IRPORT -G-- r EXISTING 27" STEEL ~ /:--. CMLC RECYCLED WATER ~ ABAN DON PLAN -CONNECTION OF EXISTI -~w-- 17' HORIZ. SCA E: 1 "=40' PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 EXISTING 30" RCP STORM DRAIN EXISTING 16" ACP 157+00 EXISTING 30" STEEL CMLC RfW LOKER AVE EAST 16" ® t • RECYCLED WATER CONNECTION ® ~~~;::~~E;;~~~ :E~IN;E,2;:~;:"~I~~ 66 @ CAPPED END OF EXIST PIPE 158+00 1 MON, JUN 30, 2003 12:23 P POOll3821 SHEffi3 L:\PROJECTS\ 7 41778\SHEffi3.DWG X-REFS. COC-BDR.DWG, XUTILS.DWG, X-LOKER-AUGN.DWG, X-PAR_MD-PLN&PRO.DWG, X-PAR_W:-PRO.DWG B -w- EXISTING MEDIAN CURB _ ___, ----w- EXISTING 30" DIP EXIST. 18" RCP SD ABANDONED __ __, (0 FH ' I I !I I I I I -- - EXISTING MEDIAN CURB ~ EXIST. 8" IRRIG . SLEEVE 136' I I "AS BUILT" -EXIST. TRAFFIC SIGNAL CONDUIT SLEEVE P.E. EXP. DATE PLAN -CONNECT! / 2" ON OF EXISTING 27 INCH AT MELROSE DRIVE REVIEWED BY: NOTES· 1. SEE SHEET 71 FOR NOTES APPLICABLE TO THIS SHEET. 2. REFER TO CITY OF CARLSBAD DRAWING 314-3, PROJECT 3341, SHEETS 43 AND 44 OF 135 AND DRAWING 331-1, PROJECT PD 411 SHEET 6 OF 75 FOR RECORD DRAWINGS FOR THESE AREAS. 0 20 40 80 GRAPHIC SCALE 160 HORIZ . SCALF· 1 "=40' ( • • ,I i I 7i'\ "AS BUILT .. ' ' -I - DAlE INITIAL ENGINEER DF WORK REVISION DESCRIPTION -'\.. ~ - DAlE INITIAL DAlE INITIAL 01HER APPROVAL CllY APPROVAL U)~ ( 1~L lf """447 INSPECTOR DATE uTI CITY OF CARIBBAD ~ 3 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: • INDUSTRIAL PARK PIPELINES 27-INCH PIPELINE RECYCLED WATER CONNECTIONS IN PALOMAR AIRPORT RD APPRgvED WILLIA~•JW~t,ER Alf --.,,. ~ r~.-✓-L~ _,..,... - DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE I I DWN BY: PM PROJECT NO . DRAWING NO. CHKO BY: NAB RVWD BY: ORD 3887-C 405-7 121003 • C ....,. ~ w G) 0 --~ -O ' .,:a. CJ1 I ..... r _________,.----\ I ' ------------'--- ' '-- ( l ~ ~ PARSONS OFFICES IN PRINCIPAL CITIES 11 0 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 ; I ) I \ )' I I \ \ \ SHEET' I J1 SHEEl 92 I 11 ; }-- \ r I ' ~ l -' --r ~ i -, ' \ ' ' Li l- ' r I \- (\ --\ )._ ~ '---. )' ,_ \ }---\ ' ' "~- I \ /,,,.-' )1/ T \ I ~~ ....,. ( ,,-<\, I " ~ ~ 5~_9'95 r I _j_ ( / l-,, '(' ; - ~\ ~ ' I \ ~r- \ &o<;; <) 80 ---------------- ---i --' I \ I~ -I-- --(' ' ' l .,. N / /' / .---, .--, ~ ~ 1 __ \_ ~ - \ ' l ~ / D 250 500 MON, JUN 23, 2003 OJ,23 P P008J821 SHEffi4 ic\PROJECTS\741778\TTW'FIC SHEW4.0WG X-REFS, TOPO-TRAFFIC.OWG, X-FARADAY-AUGN.OWG, lCTIWflCONTROL.OWG, X-CVR-ALIGN.OWG, X-EI.CAM-AUGN.OWG, X-BASEMAP.OWG, COC-BOR.DWG '-- I ~ - 1000 I ' I I ( L ; I I I GRAPH IC SCALE I - I I I I I 2000 I I I / LEGEND SW BL 7l TIii. 7l rn_ L n_ t 11. 11 • -:::::c: +-+ +-+-< ( ( ) ) SIDEWALK BIKE LANE EXISTING TRAVEL LANE TWO-WAY LEFT-TURN LANE TEMPORARY TRAVEL LANE LEFT -TURN LANE STREET'S CENTER LINE TRAFFIC DELINEATOR (ELEVATION) SINGLE SKIP OR 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 DELINEATOR (PLAN) DIRECTION OF TRAFFIC SIGN (SHOWN FACING UP) TWO SIGNS BACK TO BACK TYPE II BARRICADE LEFT OR RIGHT-FLASHING ARROW SIGN (FAS) DOUBLE ARROW -FLASHING ARROW SIGN (FAS) SIGNAGE NOTES 1. NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL 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 "ENO ROAD WORK" SIGN, AS APPROPRIATE, SHALL BE PLACEO AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS. OR ENDS 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 TYPE I OR TYPE 11. 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 THE 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 ADVANCE 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' -1 ooo· INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. WHEN A PILOT CAR IS USED, PLACE C37 "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 CAL.TRANS STANDARD SPECIFICATIONS. 13. POST "NO PARKING/TOW AWAY" SIGNS 24 HOURS IN ADVANCE AS NEEDED (REFER TO TYPICAL SECT O P GE 7 5) I N A, A DATE INITIAl DATE TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO 8:30 AM TO 3:30 PM UNLESS APPROVED OTHERWISE 2. PEDESTRIANS CONTROLS WILL BE PROVIDED AS SHOWN . 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE COUNTY ENGINEER. 4. TEMPORARY "ND 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 BE 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 CLEATS AND COLD MIX AT THE EDGES. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAIMAGED. 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 BY THE CONTRACTOR WITHIN 24 HOURS. IF DAMAGED. UTILITIES INSTALLED WITHIN 100 LF or A SIGNALIZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE . 10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A C28 "STOP/SLOW" PADDLE ON A 5 FOOT STAFF. 11. 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 ANO MAINTENANCE ZONES LATEST EDITION. 13. 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 V:IEW WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE or STARTING WORK. 17. CHANGEABLE MESSAGE SJGNS SHALL BE USED IN AOVANCE OF TRAFFIC CONTROL ON EL CAMINO REAL ANO ON PALOMAR AIRPORT ROAD. 18. THE CONTRACTOR SHALL INSTALL VIDEO DETECTION EQUIPMENT PRIOR TO DAMAGING LOOPS AT ANY SIGNALIZED INTERSECTION. THE VIDEO 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 or CONSTRUCTION. 20. TRAFFIC CONTROL PLANS ARE FOR RECYCLED WATER MAIN PIPELINE CONSTRUCTION. "AS BUil T" P.E. EXP. DATE REVIEW~D BY: 1e-i-t-oq w..vu~.~ INSPECTOR -DATE ~ CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ,,,.. __ LEGEND, NOTES AND INDEX A~J;~~A~·~,!H,1!1 "7-,(S" -121 ~UTY CITY ENGINEER-[ fa175 EXP. 3/31/06 DATE DWN BY: OSLPM PROJECT NO. DRAWING NO. INITIAl DATE INITIAL CHKD BY: EP £NGINE:£R OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RS I 3887-C I 405-7 121003 I ....... DETOUR AHEAD [ END l ROADWORK ROAD TRUCTI AHEAD LEFT LANE CLOSED AHEAD IDDLE LANE CLOSED AHEAD 2 LEFT LANES CLOSED AHEAD BIKE LANE CLOSED AHEAD RIGHT LANE CLOSED AHEAD RIGH LANES CLOSED AHEAD SINGLE LANE AHEAD STOP C1 C12 C14 C18 C20(LT) C20{MIDDLE) C20(2-LT) C20{8IKE) C20{RT) C20(2 -RT) C21 R-1 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619 .687.0400 LANE CLOSED BIKE LANE CLOSED PREPARE TO STOP ONE WAY RIGHT LANE MUST TURN RIGHT SIDEWALK CLOSED USE OTHER SIDE C>NLY ONLY ONLY TRAFFIC SIGN INDEX C30 C30{BIKE) C36 RIO {RT) R16 R17 R18 R49M R61 -5 R61-7 R61 -13 R34-2 i ONLY ONLY KEEP ➔ RIGHT Jf RIGHT LANE MUST TURN RIGHT R60A R60A{LT) R73-2 R96 SR45 W1 {LT) W1 (RT) W11{LT) W11 (RT) W44 W58 W73A THRU TRAFFIC MERGE LEFT X MPH W74 W6 -{ADVISORY SPEED TO BE DETERMINED IN THE FIELD BY CITY ENGINEER) MON, JUN 23, 2003 03:58 P P0083821 SHEET75 L:\PROJECTS\7 41778\ TRAfflC SHEET75.DWG X-REFS, TOPO-TRAFFlC.DWG, X-FARADAY-,'JJGN.DWG, TRAfflCONTROLDWG, X-CVR-,'JJGN.DWG, X-ELCAM-,'JJGN.DWG, X-llASEMAP.DWG, COC-BDR.DWG TABLE 1 -ADVANCE WARNING AND TRANSITION AREA GUIDELINES MINIMUM DISTANCE (FT) * (L) * 1/2 (L) SPACING OF STREET SPEED BETWEEN SIGNS AND MERGING TAPER SHIFTING TAPER CONES ALONG FROM LAST SIGN TO TAPER MIN. LENGTHS MIN. LENGTHS 'APER {FEET) ± FARADAY AVE 40 MPH 350 320 160 40 EL CAMINO REAL 55 MPH 1000 1000 500 50 PALOMAR AIRPORT ROAD 55 MPH 1000 1000 500 50 CAMINO VIDA ROBLE 40 MPH 350 320 160 40 COLLEGE BL VO 50 MPH 500-1000 600 300 50 ALL OTHERS 25 MPH 200 125 62.5 25 • BASED ON 12 FT LANE REDUCTION <:== • • • • • <:== • • ='i> •• <:== • • -. -,-... • • • • -. .--. .. .-. --.--.-,-'-... .--.-. .--¾ - - - -• • -.. -..... -='i> ='i> • • ' ' . • ='i> • • ----~ -. ---·-.-.--.-.--. T7 ..__•_ ---,----, WORK -~--~--------- ='i> • -AREA • ='i> • • • • •• , I -FASe -. •,..,, • / ' ~ 1/2 L L 1/3 L L SHIFTING MERGING TAPER TAPER SHOULDER MERGING TAPER TAPER • • STREET TEMPORARY "NO PARKING/TOW AWAY-ZONE TYPICAL MERGING, SHIFTING & SHOULDER TAPER CD PRIVATE DRIVEWAY 10' MINIMUM TRENCH ACROSS DRIVEWAY ONE HALF AT A TIME 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. 3. ONCE WORK IS COMPLETED ON ONE HALF OF THE DRIVEWAY ACCESS, IT CAN BE TRENCH PLATED AND WORK MAY PROCEED TO THE SECOND HALF. 3. A FLAG PERSON SHALL BE PROVIDED TO AID IN THE CONTROL OF TRAFFIC FOR WORK ACROSS DRIVEWAYS. lYPICAL DRIVEWAY ACCESS EB - DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUILT" P.E. EXP. DATE rnEW~ BY ~ ,~-,-t~ J~ INSPECTOR DATE uTI CITY OF CARLSBAD rnTI 5 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ~CAL DETAILS AND CONSTRUCTION SIGNS APP~0'j_9. Wl~M E. P.LUMMER ./~ , -r , 7-t_~-03 DtPUTY CITY ENGINf f R PE 28176 EXP. 3/31 /06 DATE DWN BY: OS,"PM I PROJECT NO. I DRAWING NO. CHKD BY: EP 3887-C RVWD BY: RS 405-7 121003 f C18 f C12 SR45 •f f C20(BIKE) f C12 • f =:~~=t>~ C30(BIKE) ----- PARSONS OFFICES IN PRINCIPAL cm[S 11 0 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 • • • • • 12" RW PIPELINE oJ W4j: • -. • • • . ....... .... -----~ --. -----W44 I 0 PHASE 1 -FARADAY WORK HOURS 8:30 NA THRU 3:30 PM 0 20 40 MON, JUN 23, 2003 D4:02 P P0083821 SHE£T76 L:\PROJECTS\ 741778\ TRAFFIC SHE£T76.DWG X-REFS, TOPO-TRAfFlC.DWG, X-FARADAY-AI.JGN.DWG, XTRAFFlCONTROLDWG, COC-BDR.DWG er,.RADA,Y !'Vf • • • • • 80 160 GRAPHIC SCALE @TYPICAL ALL DRIVEWAYS \----=--J --- W44 • • • W44 w e; ID <( w w (/) 0 0 + 0 N ~ (/) w z ....J :::c: (.) < :::E • • • • • J I In e:::> ~ Iii • • • .. • • w z ::::i :::c: (.) ~ 12" RW PIPELINE ;;-;;:~~~~~~:f==:';:.211 "'1-""00,..____~=:..., 0 a=5:3Se.~~·;:=-~·--=--:---1-;;,-;-:~~:: • • C3o-' ---• -QQ.._ -• • SR45 SR45 :! Ti"°' ~ __ '.'.''.'.'.'::::;;;;;;;;;;;;;;::::~;,.ii_~---......... • ~ C30 (B --~ ---t::::=:C> --------• L, I 0 NQTES: /~~~ I --~" I C14 - ' 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING, 2. SEE SHEETS 17 AND 18 FOR PIPELINE CONSTRUCTION. DATE INITIAL DATE INITIAL DATE INlllAl.. ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL "AS BUILT" P.E. EXP. DATE REVIEWED BY: U.2,1~ l 'fleo/ to-'-4·~ INSPECTOR DATE LzTI CITY OF CARLSBAD SHEl:.TS 6 ENGINEERING DEPARTMENT 114 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ...-.FARADAY AVENUE -SHEET 1 OF 7 A':!o/.,;~/.WIL~IA~E Pll M~ER •✓ 7·/S·Q.J DEPUTY CITY ENGINEER 1'E 281 76 EXP. 3/31 /06 DATE DWN BY: OS/PM I PROJECT NO. I DRAWING NO. CHKD BY: tP RVWD BY: R, 3887-C 405-7 J 121003 C ~ G) .i:,.. 0 (J1 I ..... N I I I I • I I . f ,' 1/ • I ·1 ,P ._._ ~ "' j. / f I C30(81KE) -::9--,.,c_..., .;;Tfl R45 /~ k f C12 / ~20(81KE) It ,-l I 0 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 • / ~ C30(BIKE) C12 .-<' C18 .-<' Cl .-<' C12 \ SR45 .-<' \\ • i A(L T)/SR45 ~~ 11 _JLJ W44 <:= ~:==;;~;;;;;;;;;;;;;;;;;;;;;;+;;;:;;;;;::::+=::::;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;==:=::::;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;~==::::;;;:;;;;;;;;;;;;;;;;;;;:;:;;;;;;;~=:>- W44 \D PHASE 2 -FARADAY WORK HOURS 8:30 AM -3:30 PM N 12" RW PIPELINE 6 \ <i==-W44 ___FARADAY ~- • • • • • • • • • • • • <==C> • W44 PHASE 3 -FARADAY WORK HOURS 8:30 AM -3:30 PM 0 20 40 80 160 GRAPHIC SCALE MON, JUN 23, 2003 04:05 P P0083621 SHEffi7 L:\PROJECTS\741776\TRAFFlC SHEffi7.0WG X-REFS, TOPO-TRAFFIC.DWG, X-FARAOAY-ALGN.OWG, XTRAFFlCONTROL.DWG, COC-BOR.OWG, X-NEWTON-ALGN.DWG -.......c,a 12" RW PIPELINE W44 -W44 • NOTES: • • -r-1 C18 -r- Cl -r- C12 \ \ I ---- 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEETS 18 AND SHEET 19 FOR PIPELINE CONSTRUCTION. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C20 (BIKE) .Y (LT)/ W6 "AS BUILT" P.E. EXP. DATE REVIEWED BY: LO~! INSPECTOR 'P2l LO -t-1:-c&f DATE uTI CITY OF CARLSBAD rnTI 7 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ~ FARADAY AVENUE -SHEET 2 OF 7 AP~515-°./4 WILLIAM E. J'~~MER ~ ,_. ,, , -2 ·((>"-tJ,Z . -~ DEPUTY CITY ENGINE R PE 2B176 EXP. 3/31 /06 DATE DWN BY: OS/PM I PROJECT NO. I DRAWING NO. CHKD BY: EP 3887-C RVWD BY: RS 405-7 / 121003 I ....... • • ----- C30 (BIKE) -----=--- • I 12" RW PIPELINE C30 (BIKE) • PHASE 4 0 WORK HOURS 9:00 PM -5:00 AM PARSONS OFFICES IN PRINCIPAL cmES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687_0400 MON, JUN 23, 2003 04:11 P ?0083821 SHEITT8 L:\PROJECTS\741778\ TRAFFlC SHEITT8-DWG • I \ Ii ,1 //_,_ II C14 Ip 11 r \\ C18 ......... SR45 ~ • !) J r/JI" R45 -r I 12" RW PIPELINE X -\__ -SP45 t• ==(> ==(> -• _=t->• C30 t • - -==:>~~~1,;·~:=:=;;:;:;;:;~~ -~K: ,=---C18 --~---=~--/'---I FAS C20(2-RT) C20(2-RT) C30(BIKE) C20(BIKE) r ---------, ' ' I 12" RW PIPELINE 0 - ' -1- •. ---..:..:::::::'.:~:t ----- ~ =------ -. • I I PHASE 4 -FARADAY WORK HOURS 9:00 PM -5:00 AM ~~- -::::::------.---. • ,::::!v • -.----_C30 T ----~ =-rr _., --r I\ 0 \1 i --- 0 20 40 80 160 GRAPHIC SCALE X-REFS, TOPO-TRAFFIC,DWG, X-FARADAY-ALIGN,DWG, X-NEWTON-ALIGN,DWG, XTRAFFICONTROLDWG, COC-BDR,DWG, X-VANALLEN-ALIGN,DWG 0 -~ ( NOTES· ,-C30 I I z ' ~ ;z ~ • I I 3~ PHASE 5 -FARADAY WORK HOURS 9:00 PM -5:00 AM ~ ~ ~ C: ~ -~ -~ --□ "-7-"" ) SEE SHEET 91 '-------7 FOR INTERSECTION (PHASING 6, 7 & 8) TRAFFIC SIGNAL NOTE: 1-FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS "AS BUil T" p_[_ __ _ EXP ____ _ DATE L REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2-SEE SHEETS 19 AND SHEET 20 FOR PIPELINE CONSTRUCTION. ~j!:: V INSPECTOR ~ IO •l "t =°'i'. DATE fsB:ml CITY OF CARLSBAD I SHEETS I 1------l--+------------------ll----+--l----+---l ~ ENGINEERING DEPARTMENT 114 1------1---+-------------------11----+------.-- T RAFF IC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL FARADAY AVENUE -SHEET 3 OF 7 DATE INITL'L ENGINEER OF WORK REVISION DESCRIPTION DATE INITL'L DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: OS/PM CHKD BY: EP RVWD BY: RS PROJECT NQ_ 3887-C DRAWING NQ _ 405-7 / 121003 I ...... \I II , I I I \\ I c\ 8 1------ TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS ~ C14 ~ f • FAS ) c O .P ___ • __ • ·.., z I C18 --.- C36 "'ff'"" • C3<l --.-• ~ I ~!cl: ;s~=jp~~:;---i= __ =_=_=_ =_ =~===-!;2-:;:,_:=-~- --f/1 C18 C20(LT) r> , :--i-~r, 11 C30(81KE) a C20(BIKE) r PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 C14 --.- _._ ...._ C14 C36 _._ C18 SEE SHEET 92 ---t,, ( I tc"l36 \ ~18 FOR INTERSECTION PHASING (10,11 AND 12) TRAFFIC SIGNAL NOTE: SEE SHEET 91 FOR INTERSECTION PHASING (6, 7 AND 8) 12" RW PIPELINE L 7 MATCH PHASE 12 SHEET 92 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS MON, JUN 23, 2003 04:12 P POOB.3821 SHEIT79 L\PROJECTS\741778\ TRAFFlC SHEET79.0WG X-REFS. TOPO-TRAFFIC.DWG. X-FARAOAY-AUGN.OWG, COC-BOR,OWG. X-VANALLEN-ALIGN,DWG. X-RUTH-AUGIWWG, XTRAFFICONTROLOWG • • • 12" RW PIPELINE PHASE 9 -FAA>JJAY WORK HOURS 9:00 PM -5:00 AM /' • • PHASE 13 -FARADAY WORK HOURS 9:00 PM -5:00 AM 0 20 40 80 160 GRAPHIC SCALE • C36 --,- H f1/SR45 C14 -.--• _._ C30 • I • CJ6 ---.- ...._ 014 56 00 SEE SHEET 92 _. 0 + FOR INTERSECTION PHASING (10, 11 & 12) TRAFFIC SIGNAL NOTE· -- Wll(LTJ -± = ¢= =-----------• . C30 =;:> -=;:> -_______.::::::: ""= 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS \ SR45 \\\. 1 \\ \ ~\'~~ % _,4 SR45 /2 . NOTES: \ • _._ C36 _._ C18 ¢ .,.._ C36 ....._ C18 C18 ,, ... 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEETS 20 AND 21 FOR PIPELINE CONSTRUCTION. DATE IN111Al. DATE INl11Al DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUILT" P.E. EXP. DATE U)~ ~ lb.{4-0'; INSPECTOR DATE LzTI CITY OF CARLSBAD ~ 9 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ~FARADAY AVENUE -SHEET 4 OF 7 APPR_?_V_;,~ l\'IL~M E. PIJ)MMER ./J '• ..,_ •-• A~ DEPUTY CITY ENGINEE'fl PE 28176 EXP. 3/31 /06 DATE DWN BY: OS/PM I PROJECT NO. I DRAWING NO. CHKD BY: tP RVWD BY: RS 3887-C 405-7 121003 C20(8IKE) C20(LT N N 7 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A. STREET -SUITE 1050 SAN DIEGO. CA 92101 -619.687.0400 MON, JUN 23, 2003 04:15 P POOB.1821 SHEETBO L.c\PROJECTS\741778\ TRAFFIC SHEETBO.OWG ) j R1/SR45 ~ R61.7 SR45 /{ • , R60A(LTJ9 ~~~ (4-/ / Rl8 lt1/ 3A • ii I Ila 12" RW PIPELINE 12" RW PIPELINE PHASE 14 -FARADAY (CONT'D) WORK HOURS 9:00 PM -5:00 AM X-REFS, X-FARADAY-ALJGN.DWG, TOPO-TRAFFlC.DWG, XlRAFFlCONTROLDWG, COC-BDR.DWG, X-RUTI-1-AUGN.DWG PHASE 14 -FARADAY WORK HOURS 9:00 PM -5:00 Al.I ~ 0 20 40 80 160 GRAPHIC SCALE ----:::::::----.._ • \ ( \ • NOTES: 1. REFER TO TABLE 1 SHEET 75 ANO TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEETS 21, 22 AND 23 FOR PIPELINE CONSTRUCTION. C) -,.. "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: Wt!~•~ I :1 ¥J (p-11-~ DATE 1---+---------,j--------+----+---+---+----t ~ CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 114 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL FARADAY AVENUE -SHEET 5 OF 7 APPb~W:LLIA~-~!:-.... -..:t ~ ?•/$-Q? ~UTY CITY ENGINEER PE 28176 EXP. 3 31 06 DATE DWN BY: OS/PM PROJECT NO. CHKD BY: EP 3887-C RVWD BY: RS I DRAWING NO. 405-7 121003 C co~ ~G') .... ...,. .,l::ai. ...,. 0 .,:.u, I ...... 1 o· MIN 87±00 86+0ll 0 I QJ !B ~ t::f Cl) -2 ~ -; + ---~ --~ss-+oo. .------~-i.;:: Cl) - ~ -. -• • r---..,_ -------r---- ' Rl - J - - SR45 -,- ' t!i ~I~ ' ' .-,. ..------I R96 r TYPE II BARRICADES I -\ R W/C2 SIGN - SR45 ---- .,~" C -- -- • __,_ SR45 ~ \. 97 f -,, ®tC1Q -. ---- ---- ,, ~18 11 12" RW PIPELINE ~ ----------- e 87;t00 i --. -C-0 FARADAY AVE. -. -. • -• -. • --- R96 ~) ~ -• • <}= • -. -~ - 12" RW PIPELINE ---.--. -_ __.s1.+ocr ~ -_ -- -- • •-•---- PHASE 15 -FAR.ADAY WORK HOURS 9:00 PM -5:00 AM SR45 -,- C20(BIKE) • C30(BIKE) II ___._ --1\, _) ~ : ~ , , j R18 4 1 j R18 - -- SR45 FAS ~E gQ±DO ~ _.,.~ W58 ----~c~ 88-f' ·-• . -• 1e-3tl· ~•1 $ a ; -0 • -,?" ~ • ... <}= • • SR4sf . -• -• i SR45 =cC> .: I c14+---Iii --c,,--- ~ --Ki\ -'} ~(}1 ---I 1, ► PHASE 14 -FARADAY (CONT'D) WORK HOURS 9:00 PM -5:00 AM ~ \\~12 C14 i 13 lrc·v f le 0 20 40 80 j W73A ' __ \ >:ff,f:,- ' - GRAPHIC SCALE PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MON, JUN 2J, 200J 04:17 P POOBJ821 SHEET81 ~\PROJECTS\741778\ TRAFFIC SHEET81 .OWG X-REFS, X-FARADAY-ALICN.DWG, TOPO-TRATTlC.OWG, XTRAFflCONTROLOWG, COC-BOR.DWG, X-PRIEST-AIJGN.OWG, X-ELCAM-ALJGN.DWG TYPE II BARRICADE W/C2 SIGN (NOTIFY PROPERTY OWNER IN l'vl<ITING 24 HOURS PRIOR TO DRIVEWAY CLOSURE, 9: OOPM-5: OOAM ONLY) - SEE SHEET 93 AND SHEET 94 FOR INTERSECTION (PHASING FARADAY: tL CAMINO: 1 & 2) C18 C36 I I I 1 C18 ......- C36 I .....- ~ I 'c3p -rr-I • I I 1c.-ipl -rr- m r 0 ~ ~ :lJ m .,. __._ C14 ~f · j, ~ ,b:kUI~\ Cl 16, 17, 18 I I I TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS L___,-. Rl C30(BIKE) I C20(BIKE) R18 100+00 -+----- 1 W74 -i C18 --~ -- 91+00 • --- - - 160 I-L-II C36 NOTES: 1. REFER TO TABLE 1 SHEET 75 ANO TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEETS 23 AND 24 FOR PIPELINE CONSTRUCTION "AS BUILT" P.E. __ _ RfVtEWED BY: wJ£,._ INSPECTOR EXP, ___ _ TRAFFIC CONTROL PLANS FOR: DATE (tH"f P}' DATE INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL 1-----+------+----------~f------1-----1-----1-------1 --.. FMWJAY AVENUE -SHEET 6 OF 7 APPROVE~ / WILLIAM I;;. ~LU ~MjR L'LlL/«e, C: ½-..o!r, l>::1 -, 1 -.. -- m:~uTY cITY ENGINEER E i s116 EXP. 3/31;06 DATE DWN BY: OES I PROJECT NO. I DRAWING NO. ~g ~~: ~~ _ 3887-C _ 405-7 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OATE INITIAL OATE INITL'IL OTHER APPROVAL CITY APPROVAL ,2, 003 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MON, JUN 23, 2003 04: 19 P PD083821 SHEET82 ~\PROJEC"T,\741778\TRAFFJC SHEET82.DWG -':'i'"C18 C18 _,.,.. IC36 ---C36 --- 12" RW PIPELINE Cl X-REFS, X-FARADAY-AI.JGN.DWG, TOPO-TRAFflC.DWG, X-ELCAM-AUGN.DWG, XTRAFFICONTROL.OWG, COC-BOR.DWG TRAFFIC SIGNAL NOTE 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS ~ C14 ------------- L--L------------- '..l>- \\ ~36 I\\ 1'\-t"8 r I \ SEE SHEET 93 AND SHEET 94 FOR INTERSECTION PHASING PHASE 19 -FARADAY WORK HOURS 9:00 PM -5:00 AM 0 20 40 80 GRAPHIC SCALE if - tOt 160 '----- C30 C30 • 8" RW PIPELINE NOTES: 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEET 24 FOR PIPELINE CONSTRUCTION. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi. "AS BUil T" P.E. EXP. DATE REVIEWED BY: U)JQ.:._ ~ ID ·C-'t·OC, INSPECTOR -DATE ~ CITY OF CARI.SHAD rnTI 2 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ~FARADAY AVENUE -SHEET 7 OF 7 AP~.5:l~L~~AM ~I~ #1,~ ~i "7·/S•nJ D-6urv CITY ENGINEER PE 28176 EXP. 3/31 /06 DATE OWN BY:~ I PROJECT NO. I DRAWING NO. CHKD BY: P RVWD BY: RS 3887-C 405-7 121003 C 00 :e ~ G") .... ..... .a=. .....0 ~u, I ...... C20(L T) W11(LT) ~~ ~•fFAS ClB • _. • W58 • }: • •:f:FAS •±-• • • • • • • J-~ I ) -/ IL =l ~) d .) C30 -• ,==:> It ~ Do C7 i I i, I ' I .......... I I I I I I ' •~W58 ■-• -.-• • -.-• • • • -.-• • E 97 3; 0 <:= 'aa!' ~ _J w ID <:= -~ --EL CAMINO REAL w I I ' \ i I I I w V> ! i I I ' t o 0 \ 1 I I ' ' + 0 ,- _s=e, -++-i I I I ~ • • • • • • • • • • • • • • • • • C20(LT) rH C20(BIKE) ~ ~ ~ L ~ c::::;;;;;;;:;;:::::::;:;;;:;;:::::::;:;;;:;;:::::::;:~==;;::;:::;;;;;;;::;:::;;;;;;;::;;;;;::;;;~=:;;::;;::::;::;::::!i~;;::;:::;;;;;~==:;;;;;:;;:::::::;:~;;::;:::::;::;;~==~~~====~=1====~~====~~===~~== w z w ~ ID < !-'-I en 0 0 + 0 N ~ en w z ::J :::c ~ ~ ClB Wll(LT) C30(BIKE) dll~ I I ' ( , ~-I l-_ --- ~ "'!llir'--- ------- I ' I ' -' I -I ' ' ' ·, ·- I I ' ' I ' I I i I I I I I ' ' I I I I I I i I I I ' I I ' I ' \ ' , '. I ·, I ' I ' I I ' I I I ' ; \ 1, \ 1, '\ '1 I I ' ' I L I \ \ ' ' I ' v~ , I I ' i l . I , I ' +--+-+ I I . J,....,. J, 1 I ,,......... ' ' I .r++----------• • • • • ... lii I -- PARSONS OFFICES IN PRINCIPAL CtrlES 11 0 WEST •A• STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 , I 1. • ~ -- I I ' , I .,.......... --• MON, JUN 2Ji, 200.3 04-:20 P P008J821 SHEETB.3 Lc\PROJECTS\74 t 778\ TRAfflC SHEEIB3.DWG ' / C30(BIKE) \\----,------,----,----,----{/ '> ¢ !1;J ff rP "I I 4 I SEE SHEET 93 ANO SHEET 94 FOR INTERSECTION PHASING I I - Cl I i....... j!:18 PHASE 3 -EL CAMINO REAL WORK HOURS 9:00 PM -5:00 AM .~ I ...._97 _/ --'\t = -= -!! • ~ <:= ------------ <:= EL CAMINO REAL -- ~cJo: I ' ' ' ' ' I ' ' ' ' ' I I ~µ I I I I I I I I ' ' ' I I I l + I ~ t--+ \ I \ 11 ~ I ' i ' I ' "1 I' I ' I I . . I I I Ii \ I ' I ' I I I ! I ', I ~ I ti-' ' I ' I ' ' ' ' I ' ' ' ~ ' ' ' ' I \ ' +a:i:po , l ' '"i7tl=oo-'" ' ' I ', ' ' ' : I I ' I J ' ' r I I : I ' '7"~0 '---'-+' I ~ I '-'---1--' -+-I-'' l----1-t -+ +-I I €30\---t-+-1'-++-i ' ' ' ' I I -------------=e, --• • • • • • • • • • • • • • • • • -.,.__ - LJ ► 0 20 40 BO 160 GRAPHIC SCALE X-REFS, X-FARADAY-AI.JGN.DWG, TOf'O-TRAFFtC.DWG, XlRAFflCONTROLDWG, COC-BDR.DWG, X-ELCAM-AL.IGN.DWG D - ' I I ' ' ' ' 1', ' ' ' I . +-t"1" --• 16" RW PIPELINE ~--LI -0 L..:._ - ---------- I \ l ' l ' I I 1 I \ ' 1 ' I I ' \ 1 , . , 1 I ·, . ' ·, 1 ! , , 1 ', , LI €30 I I 1, l I I ,----'----\- \ I ' ' ' ' ' I ' I I I I ' I I ' , ! I ' ' ' ' I I ' I ' I I I , I qr. ' . \ I\ \ . I "'1U I '1 I l \ I I ' I ' i I ,, I -:-1 7, I I ' ' r l I ' +-'-+-I ---'-r4 ,t++' ++--i fi;:Jd i---+ ' 1--r-1 ' ' ~ ' ' ' I ' -----------• • • • • • • • • .ill lia □ C - -16" RW PIPELINE NQTES: ~ n ------ I r I ' I ' I ll ,l.....,.. ..._ 111 10 ,~ 1, I I I I ' 1 'r-. \ I I l r Ir I I ---02-+hv ,1 I \-< ..,..J,,-1-+0!l ' , l I I ' ' I I ' I I ' I I +--rt +-4----+--1-.. ' ' ' i ----• • • • • • P.E. -- ruo ' I ' I I \ I \ \ '1 I -1-I ' I I ~ ' l \ ' ' ' -' C ' • • "AS BUILT" EXP. - !-+-- I --' - • - _J :::c u < ~ -.t (X) t:i w :::c V> w w V> I 0 0 + N I"') ~ V> w z ::J :::c u < ~ DATE 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING WJt:: -INSPECTOR I 'M 2. SEE SHEETS 40 ANO SHEET 41 FOR PIPELINE CONSTRUCTION LO-~-cf~ DATE cm CITY OF CARIBBAD rnTI 3 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL IIUJ-, EL CAMINO REAL -SHEET 1 OF 2 APPROVED WILLI' E. l'I. U)dMER ,,., 'J. j, /. . ·, , "7-~--, DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: OS/PM PROJECT NO. DRAWING NO. DATE INmAL DATE INITW. DATE INmAL CHKD BY: tP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL crr1 APPROVAL RVWD BY: RS 3887-C 405-7 121003 0) w 0 C :E G) -..... .s::. 0 (J1 I ..... _/,, 1-~ I') co ~ !!I • w ¢= :I: CJ) ¢= w I \ I I w \ I CJ) ', I ' \ I I 0 ' ', ! I I, ' I ' I I I 0 + I I I I I I') I I') I "t I I ~ • • • • CJ) tJ> • • \;.50 \:;, • • • 16" RW PIPELINE --------~=--=~~---=-=~---'~~s:::;;=~=-----=-=-=-=-=-=-=-=,:=:-=-=--=!!l~].)li..==--=-=-=-=-=-=-=-=-=-=-=--ij' -----=~ t ~ ------- EL CAMINO REAL I I F ~dp L...\--+ \.,- I I ' I ' ' I I I __ __g ------=:::'::'.::::::~-w w,/(L T~ ct] C14 _i ,, ---- • .-• • ------ C18 ......... l r-w 7/' z ::J / :I: --- ,:.1--,--~Je±=±=-'.._-¥-----1=±=aFLL---1...o,-...J-1..W.....--l..J-+-l..LL-4---....i....:..--___.-W_ ... ., --,f) I --=-=-=-=-=-=-;;::::_-----=======--=-~== ___ =~\J~c-4: -~-I t.::, ---------~ 'r C14 'o (.) '< :::!: C18 C20(2-LT) • ClB C20(2-LT) PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 FAS C20(2-LT) ~ON, JUN 23, 2003 04,21 P ?0083821 SHEETB4 L\PROJECTS\741778\TRAFFlC SHEET84.0WG PHASE 3 -EL CAMINO REAL (CONT'D) WORK HOURS 9:00 PM -5:00 AM 16" RW PIPELINE EL CAMINO REAL C --- -0 r ,, L_ -- I -T "'I -[; 11 I ~ I I J I! I I ~\C18 ,.._,,.c1a I I ~ □ -~t_OO ItOOJ 38+00 C30 -• C30 • e • ~~;:F:'::'r'='==~~===F=~-~~:::!::.~,--1----;:-;;~--=-,c=ft--r:--'"-/Z.:,_.7'-;~+,.L,L......._,,c.r --C30 <==C> • ~ C30r • • -C30J ~-i!!5 • -• --wssr· -•--<==C> E"S <==C> <==C> ii / -• • -- <:::, 0 PHASE 4 -EL CAMINO REAL WORK HOURS 9:00 PM -5:00 AM 0 20 40 X-REFS, X-F/IRAIJAY-AI.JGN.OWG, TOPO-TRAFFlC.OWG, X-ELCAM-AUGN.OWG, XTRAFFlCONll'lOL.OWG, COC-BDR.DWG / ....,/ --- 80 160 GRAPHIC SCALE ~-~ ~ \ I I / ii I \ "AS BUil T" P.E . __ _ EXP . ___ _ DATE NOTES: 1. REFER TO TABLE 1 SHEET 75 ANO TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEET 42 FOR PIPELINE CONSTRUCTION INSPECTOR t-------+---+-------------+-----1-----1--1-------1 ~ crrxGIN9EfiNG q~~~AD ~ 1----+--+------------------<f-----+----+---+--___. TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL A-Jt.. EL CAMINO REAL -SHEET 2 OF 2 APPROVED W!LLIA\j ~-UMMER u,:J..,,-z1«, ,C_ ft • Hee 7--.IS"~ 07 I----+--+------------------<----+----+---+--_. ~DEPUTYCITY ENGINEflPE 28176 EXP . 3/31/06 DATE DWN BY: OS/PM I PROJECT NO. I DR40AW15NG-7NO. CHKD BY: ~p 3887-C RVWD BY: RS DATE INITIAL DK'.;INEER OF WORK REVISION DESCRIPTION DAT£ INITW... DATE INITIAL OTHER APPROVAL CITY APPROVAL 121003 C18 --r- l""I) ')>: ib ; IC18 ~ --r-1);> ~ C36 11 I % --r-\ ~ I')>: 0 CJ~ --r- C14 - ~ 39+00 38+00 j1 I ' W58 t ·-t· • • --~ -----.:~ c1a'f C20 (LT) C20 (LT) I I SEE SHEET 95 FOR INTERSECTION PHASING 1, 2 AND 3 Cl 41 --r- PARSONS OFFICES IN PRINCIPAL C/TJES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619 .687 .0400 ......, C36 ~ C18 MON, JUN 23, 2003 04:23 P POOB3821 SHEETB5 L;\PROJECTS\7 41776\ TRAFFlC SHffiB5.DWG __._ 014 __._ 036 .u-- Cl8 \ ' TRAFFIC SIGNAL NOTE· 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS R61-5 • • \ • W58 • 8" RW PIPELINE • PHASE 4 -CAMINO VIDA ROBLE WORK HOURS 9:00 PM -5:00 AM X-REFS, TOPO-TRAFFlC.DWG, XTRAFFlCONTROLOWG, X-CVR-Al.lGN.DWG, COC-BDR.DWG ~ C18 0 ~ C18 20 40 80 \ GRAPHIC SCALE \ \ I \\ \J ....._ C18 160 / / / NQTES: { -'-. G 98 ~ C18 ~ C12 • PHASE 5 -CAMINO VIDA ROBLE WORK HOURS 8:30 AM -3:30 PM 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEETS 55 AND SHEET 56 FOR PIPELINE CONSTRUCTION. DATE INITIAL DATE INITIAL. DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL / ./ -/ Cl ✓ /Wl (LT) /W6 C20(BIK C30(BIKE) \ 4 "AS BUILT" P.E. EXP. DATE REVIEWED BY: {l)J~I. •~ \ fl~c 10 4't-Oo/ INSPECTOR DATE ~ CITY OF CARLSBAD rnTI 5 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ~ CAMINO VIDA ROBLE -SHEET 1 OF 5 APPR VED WILLIA~. PLUM}1ER ,;' ✓,, ~ ,, -, ~.,,, , 2 .('.S'.-a:7 OEPU CITY ENGINEER PE 28176 EXP . 3/31/06 DATE DWN BY: QES I PROJECT NO . I DRAWING NO. CHKD BY: EP RVWD BY: RS 3887-C 405-7 121003 --- C20(8IKE) Cf2-- C30(8IKE) C12 ....._ /,2, • ~ ---- C18 ......... I ~ /:Y § • p • • --- a• RW PIPELINE L I ---• • • I I • C18 PHASE 6-CAMINO VIDA ROBLE WORK HOURS 8:30 AM -3:30 PM a• RW PIPELINE PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 J 98 PHASE 7 -CAMINO VIDA ROBLE WORK HOURS 8:30 AM -3:30 PM MON, JUN 2J, 200J 04:46 P PO08J821 SHEET86 L:\PROJECTS\741778\TRAFFIC SHEET86.DWG X-REFS, TOPO-TRAFFlC.DWG, XTRAFFICONTROLDWG, X-CVR-Al/GN.DWG, COC-BDR.DWG ) / C20 (BIKE) _/W1(LT)/W6 0 20 40 80 160 GRAPHIC SCALE • C20(8IK / / / oo:P SR45 !§) ,r- rbx / ':l k:<!&-- Tc,a ~ IS),() ..,~ "119 ~ / 8" RW PIPELINE ,Y C12 PHASE 8 -CAMINO VIDA ROBLE WORK HOURS 8:30 AM -3:30 PM ,Y C18 "AS BUILT" P.E. __ _ EXP. ___ _ DATE NOTES: REVIEWED BY: 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEET 56 AND SHEET 5 7 FOR PIPELINE CONSTRUCTION. INSPECTOR IC-l"l-P; DATE w~~- l---+---+-------------+---+----1---1------l ~ crrxGl~EtNG q~~~AD ~ DATE INITIAL DATE INITIAL DATE INITW. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL CAMINO VIDA ROBLE -SHEET 2 OF 5 APPR~~ED WILLIAM .p_y'MMER ~~ENa/4Euf"-#'2~1i 6 .. 1EXP. 3 31 06 DATE DWN BY: OES PROJECT NO. CHKD BY: EP 3887-C RVWD BY: RS I DRAWING NO. 405-7 121003 I ...... ;;::::----__ _ 18 ~ C1 58 +""-- C12 r C20(BIKE) C30(8IKE) Rl B ~ CAMINO VIDA ROBLE SR45 • <o 0 59+00 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST •A• STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.040D ~ C14 --.--- • • 0 MON, JUN 23, 2003 05:00 P P0083821 SHE£T87 Lc\PROJECTS\741778\TRAFFlC SHEETB7.DWG • r ► Cl) ..!.. .,, SR45 ~ 3:: ► Cl) _._ 0 C12 :II _._ C18 w • • =C> W44 C18 --.--- C12 --.--- • 7 PHASE 9 -CAMINO VIDA ROBLE SR45 --.--- WORK HOURS 8:30 AM -3:30 PM C14 --.--- . ~ R60A + • (LT) H SR45 t .k> SR4 • SR45 C14 PHASE 11 -CAMINO VIDA ROBLE WORK HOURS 8:30 AM -3:30 PM X-REFS, TOPO-TRAFFlC.OWG, XTRAFflCONTROL.DWG, X-CVR-AUGN.DWG, COC-BOR.OWG C14 ,- CAMINO VIDA ROBLE Bn RW PIPELINE Bn RW PIPELINE ~~~~~~~----------~~~~~~d=~~~~. ~<:=~~~=o~+- o CAMJNO VIDA ~RO~BL:::E::_=2sR~4~5 \.--::.:---=t7 ,......,.,~~~+=--• • 1 sR=4=5 ==== 0 ---- C16 t 00 58+00 ~ ClB --.--- C12 --.--- SR45 SR45 a: 0 Cl) <( ~ 0.. Cl) j 59+00 • 0 ~ C12 I _._ C18 PHASE 10 -CAMINO VIDA ROBLE C14 --.--- __, WORK HOURS 8:30 AM -3:30 PM ~ - C14 8n RW PIPELINE • 65+00 • • -d\ ClB Wl(LT)/W6 66+00 SR45 • • i::, R60A + .6 =~~~~~~~=0-~ SR45r· =~.e===~.~(l~l~)FL7'JSR45 Hq,::c, • ~ r•7 SR45 R60A --=~O~=~:;;:::;;~~==::;;;;;;;;;;;;;;;;;;;;;~~==~--:-==CW44{--=l,===--~=-======- • • • • • =e, • CAMINO VIDA ROBLE c12 F ttc12 ° C20(8IKE) C30{BIKE) Bn RW PIPELINE PHASE 12 -CAMINO VIDA ROBLE WORK HOURS 8 30 AM 3 30 PM -,.AS BUil T,. P.E. EXP. DATE NQTf:S: 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING Co!to;,~ ~ 2 SEE SHEET 57 FOR PIPELINE CONSTRUCTION ID -1""'""9 INSPECTOR DATE 0 20 40 BO 160 ~ CITY OF CARIBBAD rnTI 7 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: GRAPHIC SCALE INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ~CAMINO VIDA ROBLE -SHEET 3 OF 5 APPRo,v_;~_/,'.WILLIAM). PLUMUER ,/,,/ • I .,, ~ I 7-.6-01. DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: OS/PM I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: EP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL RVWD BY: RS 3887-C 405-7 -CITY APPROVAL C 00 :E -;; C) ..... ...a,, ~ ...a,, 0 .,::..01 I ..... SR45 C18 C12 C12 N • C18 -,- C12 -,- 70+00 • SR45 --r-. ~ • +--+ SR45~ PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 _.___ C14 MON, JUN 23, 2003 05,01 P P0083821 SHEET88 L.c\PROJECTS\741778\TRAFFIC SHEET88.0WC / ( / / / X-REFS, TOPO-TRAFFIC.OWG, XTRAFFICONTROLOWG, COC-BDR.OWG, X-CVR-ALIGN.OWG 8" RW PIPELINE R73-2 PHASE 13 -CAMINO VIDA ROBLE WORK HOURS 8:30AM -3:30PM 8" RW PIPELINE 0 / r PHASE 14 -CAMINO VIDA ROBLE WORK HOURS 8:30AM -3:30PM 0 20 40 80 160 GRAPHIC SCALE C12 ......... C18 ......... SR45 ......... • !) -----....;:___ -------c::::_-:::--- J Rl O(RT) ' 1~·· _.___ C14 ls --r-~ C12 3 ~ _.___ c, Cl) :3 _._ C18 !::lQTES; 7 Cl 2 C20(8IKE) fC12 ~ Rl~RB f C18 -= 1 , REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEETS 57, 58 AND 59 FOR PIPELINE CONSTRUCTION. DATE INmAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 121003 \ \\). "AS BUILT" P.E. EXP. DATE ~EWED BY: ~ ID --11(, ~ 'f _.t~- INSPECTOR DATE ~ ~ CITY OF CARIBBAD 8 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL .,.,._CAMINO VIDA ROBLE -SHEET 4 OF 5 APPRO):D-Willi,: ~2MER .4.., .,,,,J -., .,,,, EXP. 3/31~A~~ DEPUTY CITY tNGINEER PE 28176 OWN BY: QES I PROJECT NO. I DRAWING NO. CHKD BY: EP 3887-C RVWO BY: RS 405-7 SR45 • • • • _J I 1~4 -J ff61" - B7+oo = ~..,____ • -<i -------(' ------=---- C2 r(L-T) ___ Cj?(J r)~ a PHASE 16 -CAMINO VIDA ROBLE WORK HOURS 8:30AM -3:30PM PARSONS OFFICES IN PRINCIPAL CITIES 11 0 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 l-tlA . • • ... /YJ/ .. riAfl\t, OF C1''-1 • . I W4A-= =~ 0 • • [J • • ~- 8" RW PIPELINE \.._ C14 "ON, JUN 23, 2003 05:04 P P008382 l SHEETB9 L:\PROJECTS\7 41778\ TRAFFIC SHEET89.DWG X-REFS, TOPO-TRAFFlC.DWG, XTRAFFICONTROLDWG, X-CVR-ALIGN.DWG, COC-BOR.DWG 8" RW PIPELINE \ -I 0 • • • • • • • • • • CAMINO VIDA RQB\J;_ --c-~= • \ I n PHASE 15 -CAMINO VIDA ROBLE WORK HOURS 8:30AM -3:30PM '\C14 • • 0 • NQTES: 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEET 59 FOR PIPELINE CONSTRUCTION. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL / / "AS BUILT" P.E. EXP. DATE IDJl;;:. , iQ•/4'..ot'f INSPECTOR / fej DATE ~ CITY OF CARIBBAD rnTI 9 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL ~CAMINO VIDA ROBLE -SHEET 5 OF 5 APPROVED WILLIA~ y~ d---t~t-tr • l e 7·tf-c2J 'DEPUTY CITY NGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: QES I PROJECT NO . I DRAWING NO. CHKD BY: EP 3887-C RVWD BY: Rs 405-7 121003 C 00 ,£ ~G') :: ,I:. ..tr, 0 ~(JI I ...... ------- \ N C20 (BIKE) 20(RT) l / PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MON, JUN 23, 2003 D5:05 P P0083821 SHE£T90 Lc\PROJECTS\741778\TRAFFC SHEET90.0WG 8" RW PIPELINE -- 8" RW PIPELINE N I ----- PHASE 1 -COLLEGE PHASE 2 -COLLEGE WORK HOURS 8:30 AM -3:.30 PM WORK HOURS 8:30 AM -3:30 PM 0 20 40 80 160 GRAPHIC SCALE X-REFS, X-FARADAY-ALIGN.OWG, TOPO-TRAFFlC.OWG, XTRAFFICONTROL.OWG, X-PALOAKS-ALGN.OWG, X-ASTON-ALIGN.OWG, COC-BOR.OWG, X-COLLEGE-ALGN.OWG C1 C30(BIKE) 1 :4 ;-- \\ ~ \ \ \ \ \ ~ 0 I 0 "---~ <JS C20(BIKE) C20(L T) C20(L T) i 1 1 FAS W58 -!I ~ \ SR45 I :t-., • __. 1 • FAS• . ·--jC30 ,_ ,,,. C.30 l 1 -• C20(LT) C20(L T) C18 \ SEE SHEET 96 FOR INTERSECTION PHASING. \ PHASE 3 -COLLEGE WORK HOURS 8:30 AM -.3:30 PM I ~1 8" RW PIPELINE "AS BUil T" NQTES: 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. P.E. EXP. DATE 2. PROTECT IN PLACE EXISTING MEDIAN IMPROVEMENTS AND LANDSCAPING. DAMAGE TO EXISTING MEDIAN IMPROVEMENTS AND LANDSCAPING SHALL BE REPAIRED/REPLACED IN KIND. SEE NOTE 43, SHEET 5 W EWED BY: 3. SEE SHEETS 47 AND 48 FOR PIPELINE CONSTRUCTION. J.e, •• 1, I ~tJt-/t),l"'f•O'f INSPECTOR DATE ~ CITY OF CARIBBAD ~ 0 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL "1,11" COLLEGE BLVD -SHEET 1 OF 1 A~,J:_D2 L~IAM ?~~~MME! 2-LS-ar DEPUTY CITY ENGINEER t't 28176 EXP. 3/31/06 DATE DWN BY: QS/PM I PROJECT NO. I DRAWING NO. OAT£ INITIAL DAT£ INITIAL DATE INITIAL CHKD BY: tP 3887-C REVISION DESCRIPTION 0TH ER APPROVAL CITY APPROVAL RVWD BY: RS 405-7 ENGINEER OF WORK 121003 N ~ ~ f 'If" Ii'- 1/ ~ § ~" PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.6B7.0400 I I \ ~\ ~ ~~ ~/ / ;. /.--;. -;- 12" RW PIPELINE I I I I TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS. PHASE 6 -FARADAY WORK HOURS 9:00 PM -5:00 AM MON, JUN 23, 2003 05:06 P PD083B21 SHEET91 L:\PROJECTS\74177B\TRAFFlC SHEET91.DWG X-REFS, X-FARADAY-ALIGN.DWG, TOPO-TRAFFlC.DWG, X-ELCAM-AlJGN.DWG, XTRAFFICON"TROL.DWG, COC-BDR.DWG C36 0 N /I 0a II ClB C20 (BIKE) C20(L T) , / SR45 /ft f' / I ,{ r, ~1 RfiS 45 12" RW PIPELINE I I I TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS. PHASE 7 -FARADAY WORK HOURS 9:00 PM -5:00 AM NOTES: N C14 1/ /c3o f • R18 / 12" RW PIPELINE I TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS. PHASE 8 -FARADAY WORK HOURS 9:00 PM -5:00 AM "AS BUil T" P.E. EXP. DATE 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. Rev~ ~ to -t"f--or,, 2. SEE SHEET 20 FOR PIPELINE CONSTRUCTION. INSPECTOR DATE 20 40 80 160 CTI:] CITY OF CARLSBAD ~ 1 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: GRAPHIC SCALE INDUSTRIAL PARK PIPELINES TRAFFlC CONTROL INTERSECTION ~ FARADAY AVE -VAN ALLEN WAY APPROVED Wl~LIA~.1 l~R ~de e ,,,.,,:1 ,,,... 2-4'.-:o-l DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 OATE DWN BY: OES I PROJECT NO. I DRAWING NO. DATE INITIAL DATE DATE INITIAL INITL'\I. CHKD BY: EP ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RS 3887-C 405-7 121003 I """" C20(L T) C20(BIKE) R18 0 <) ~14 • N / ;//}~~ ~/ ~(,<_ TRAFFIC SIGNAL NOTE· R18 \ • R18 "" • • < R1/ 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 PHASE 10 -FARADAY WORK HOURS 9:00 PM -5:00 AM • • • • • • • 12" RW Pl8Ef..lNE C18 C20(RT) ' ' ' / C20(RT) / /\.,. C36 C20(LT)\,- / C20(LT)\ flAS -\ . • '\ / C20(LT} ) /'\ C20(LT} lcJs '~I C20(L T) ~ '-.......lc18 0 ~ON, JUN 23, 2003 05:16 P POOB3821 SHEET92 L\PROJECTS\741778\TRAFFlC SHEET92.DWG X-REFS, X-FARADAY-ALJGN.DWG, TOPO-TRAfflC.DWG, X-ELCAM-ALIGN.DWG, XTRAfflCONTROLDWG, COC-BDR.DWG • • 20 40 C18 ' C20(L T) ' C36 ' / ~20(LT) / / /\.,_ C36 / • / /d. ~ ; ~R17 FAS • / ---------12" RW PIPELINE / '\ / '.':\ C20(BIKE) e20(RT) TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS PHASE 12 -FARADAY WORK HOURS 9:00 PM -5:0D AM TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS PHASE 11 -FARADAY WORK HOURS 9:00 PM -5:00 AM NQTES: 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEET 21 FOR PIPELINE CONSTRUCTION. C18 ' C20(LT) ' C36 ' ,c36 P.E. mo BY: ,1. .......... INSPECTOR )\ C14 12" RW PIPELINE C36 W11(LT) I C20(LT II '--F C18 " C14 "AS BUil T" EXP. DATE l~, to+f•~ DATE 80 160 ~ CITY OF CARLSBAD ~ 2 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: GRAPHIC SCALE INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL INTERSECTION ,u,... FARADAY AVENUE -COLLEGE BLVD APPROVED Wl~LIAM E.~R o65?,-(f« £ ,,z••..,... 2,-/SoZ ocrv'""'iN ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: OES I PROJECT NO. I DRAWING NO. DATE INmAL DATE INITW-DATE INfTlAL CHKD BY: EP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: Rs 3887-C 405-7 121003 I ....... ' ' C18 ' \ 74 \ C20(MIDDLE) W74 R18 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 • MON, JUN 23, 2003 05:17 P POOB.JB21 SHEET93 L,\PROJECTS\741778\TRAmc SHEET93.DWG \ \ C18 "' y< ' \ "'vLT) c18> C20(L T;/'· \w11(LT) v< W11(L T)- • \ N 12" RW PIPELINE 8" RW PIPELINE PHASE 17 -FARADAY WORK HOURS 9:00 PM -5:00 AM TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS (TYP) ' 12" RW PIPELINE PHASE 16 -FARADAY WORK HOURS 9:00 PM -5:00 AM X-REFS. X-FARAOAY-AIJGN.DWG, TOPO-TRAFFIC.DWG, X-ELCAM-AIJGN.DWG, XTRAmCONTROLDWG. COC-BDR.DWG c1s>- c2o(L~ C18 ,,,(' \ C20(Ll) \ ,,,(' \ C20(Lt) \ ,,,(' C20(LT)~ • \ 8" RW PIPELINE 12" RW PIPELINE 20(LT) NOTES: ~14 "' \ ·\, \ \ \ \ ' PHASE 18 -FARADAY WORK HOURS 9:00 PM -5:00 AM 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS ANO SIGN SPACING. 2. SEE SHEET 24 FOR PIPELINE CONSTRUCTION. 3. ON EL CAMINO REAL. INSTALL ADVANCE SIGNAGE ON THE MEDIAN AND AT THE CURBS AS INDICATED. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WDRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 8" RW PIPELINE \ W74 \ , ,Yc2o(MIDDLE) ~C18 ' "AS BUILT" P.E. EXP. DATE uJ;JL;: {,()4~·0</ INSPECTOR f tfi1,' DATE CTTI CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL INTERSECTION Jg; FARADAY AVE. -EL CAMINO REAL APP~D WILLIAM E. PLUM~ P. :.r/44 t". ~ =<1-r --,.. 7-LS-41 DEPUTY CITY ENGINEER PE 8176 EXP. 3/31 /06 DATE DWN BY: QES I PROJECT NO. I DRAWING NO. CHKD BY: EP 3887-C RVWD BY: RS 405-7 121003 \ C18 V ' \ \ ~LT) \ C20(LT))\_ TRAFFIC SIGNAL NOTE· \ W11(LT) V 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS )(c14 C36 ~ \ -~ / ~ C20 ~.oO / / / / / ✓/ ,,.f~,,,,.,,. / y r 45 / -- ------~~~ ~~ \ PHASE 1 -EL CAMINO REAL -L-•/ ~ ~ --cf C20(LT) .---ClB PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A• STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 WORK HOURS 9:00 PM -5:00 AM N MON, JUN 23, 2003 05:19 P P0083821 SHEET94 L:\PRDJECTS\741778\ TRAFflC SHEET94.DWG X-REFS, X-FARAOAY-AUGN.DWG, TOPO-TRAFFlC.DWG, X-ELCAM-ALIGN.DWG, XTIWflCDNTROLDWG, COC-BDR.DWG 16" RW PIPELINE ~C36 \ " \ '~C20(L T) \-~~ ~ \ \ -"c2D(L T) Cl I C18 0 \ ",,< ::!L - C20(L T) Wll(LT) TRAFFIC SIGNAL NOTE: )_ C36 \ ' \ )(c14 \ \ N 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS \ PHASE 2 -EL CAMINO REAL WORK HOURS 9:00 PM -5:00 AM @TES: 1. REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING . 2. SEE SHEET 40 FOR PIPELINE CONSTRUCTIION. DATE INITIAL DATE INIT~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C18 16" RW PIPELINE \\ . ' ~ X: C20(LT) . ' " ' \ "AS BUILT" P.E. EXP. DATE RIDEW D BY: .. j.: l-•-;. la -1..q ·fJ~ INSPECTOR '/ DATE ~ CITY OF CARI.SHAD LTITI 4 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL INTERSECTION At>}--FARADAY AVE -EL CAMINO REAL APPRJ_VED "!ILL, E. PL~MER f✓ -• 7-,<,.ra DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: OES I PROJECT NO. I DRAWING NO. CHKD BY: EP 3887-C RVWD BY: RS 405-7 121003 / / TRAFFIC SIGNAL NOTE· 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS \C14 ~~o / ~~~ \'!).\..~ C.36, / ~ / JJ -~ c::f-7 R1' c::!-7 R-~ /4' PHASE 1 -CAMINO VIDA ROBLE WORK HOURS 9:00 PM -5:00 AM 0 20 40 80 GRAPHIC SCALE PARSONS OFFICES IN PRINCIPAL cmES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 160 N \clB \C20(2-RT) C36 \C.2-0(2-RT) £:s.._ \ \c20(BIKE) \ • C30(BlKE) \c20(2-RT) \C20{2-RT) 8" RW PIPELINE 8 'Yw74 ~ \, ~~20(LT) \\ \ W74' C20(MIODLE) ' ' C20(MIODLE) ' W74 \\ --·\. --FAS 'C.36 c.30~ R1 ·~ R18' PHASE 3 -CAMINO VIDA ROBLE WORK HOURS 9:00 PM -5:00 AM MON. JUN 23. 2003 05:21 P POOll3821 SHEET95 L:\PROJECTS\741778\TRAFFlC SHEET95.DWG X-R£FS. X-FARADAY-AIJGN.DWG, TOPO-TRAFFlC.DWG, X-ELCAM-AIJGN.DWG. XTRAFFlCONTROL.DWG. X-CVR-AUGN.DWG, COC-BDR.DWG N _. • C20(2-LT) ~ '. • ... ' FAS C36 ' C20(2-L T) R1 ,-, b c:;? c:;? C20(2-L T) ff C18 \ TRAFFIC SIGNAL NOTE: \C20(LT) \w11(LT) C36 \ -----8" RW PIPELINE R60A TRAFFIC SIGNAL NOTE· 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS PHASE 2 -CAMINO VIDA ROBLE WORK HOURS 9:00 PM -5:00 AM N 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS - 8" RW PIPELINE "AS BUILT" NOTES: P.E. EXP. DATE ~~s ' ~ CJO(BIKE) 1. REFER TO TABLE 1 SHEET 75 ANO TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. REVIEWED BY: 2. SEE SHEET 55 FOR PIPELINE CONSTRUCTION. LO JJ I "''"" ~-lD-14•~ 3. ON PALOMAR AIRPORT RD, INSTALL ADVANCE SIGNAGE ON THE MEDIAN AND AT THE CURB AS INDICATED. INSPECTOR DATE ~ CITY OF CARI.SHAD rnTI 5 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL INTERSECTION GJ!QMAR AIRPORT RD -CAM. VIDA ROBLE APPROVED WI\LIA~. ~ ~?~. ,,,,........ 7-.<$•4'1 DEPU~~CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: OES I PROJECT NO. I DRAWING NO. DATE INffiAL DATE INlTIN... DATE INfTIAL CHKD BY: EP REVISION DESCRIPTION 3887-C ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: K, 405-7 .. 121003 I ...... N I cJ-~~ C20(LT) • C36 W74 .......... W73,A .......... C18 .......... W74 .......... C18 .......... 4" RW PIPELINE C36 --...., W!ii8 W73A .......... R18 R18 .......... • -;,-.. . .. ~AS • C3q, _9 .......... ~ "-(._ C14 8" RW PIPELINE L 11 JLII !, 4JL I J O(L T) '~ C36 N 4" RW PIPELINE C18 .......... C20(,t_ T) .......... W11(L T) .......... , C18 I .......... C20(L T) ........... "-(._ · C14 ...... N 4" RW PIPELINE C36 ~ r 8" RW PIPELINE f I ✓\ \ 8" RW PIPELINE TRAFFIC SIGNAL NOTE: 1 . FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS / /4 I I/As 8" RW PIPELINE N PHASE 1 -ASTON WORK HOURS 9:00 PM -5:00 AM LJ1JL.JL II !!_ I °'t~-- C18 · ~'°"' • • ~ C20(L T) C20(L ~~ /'- C36 '---.._ TRAFFIC SIGNAL NOTE· 1. FLASHING RED WITH 4-WAY STOP \ CONTROL DURING WORK HOURS PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1 D50 SAN DIEGO, CA 92101 -619.687.0400 ; 4" RW PIPELINE I C20(L T) .......... Wll(LT) .......... C36 .......... • W58 '),.._. ,. 1 TRAFFIC SIGNAL NOTE : 1. FLASHING RED WITH 4-WAY STOP \\ CONTROL DURING WORK HOURS ~8 PHASE 2 -ASTON WORK HOURS 9:00 PM -5:00 AM --,-a" RW PIPELINE 0 20 MON, JUN 23, 2003 OS:27 P PDOBJ821 SHEET96 L;\PROJECTS\741778\TlWflC SHEET96.DWG X-REFS, X-FARADAY-AIJGN.DWG, TOPO-TlWflC.DWG, XTIWflCONTROLDWG, X-PALOAKS-AIJGN.DWG, X-ASTON-ALJGN.DWG, COC-BDR.DWG, X-COLUEGE-ALJGN.DWG a• RW PIPELINE 40 80 GRAPHIC SCALE UL!Lj_JLJ( I =-~~ J c1 ~, W74 ~~ C36 TRAFFIC SIGNAL NOTE: 1. FLASHING RED WITH 4-WAY STOP CONTROL DURING WORK HOURS PHASE 5 WORK HOURS 160 C18 ~ TRAFFIC SIGNAL NOTE· 1. FLASHING RED WITH 4-WAY STOP \ /1 CONTROL DURING WORK HOURS I I I I I • C36 8" RW PIPELINE C18 ,;)<..., C18 PHASE 3 -ASTON WORK HOURS 9:00 PM -5 00 AM 4" RW PIPELINE 'Z_ -COLLEGE :l,.,. 9:00 PM -5:00 AM / C14 (:::; ~ /', '--._ NOTES: 1 . REFER TO TABLE 1 SHEET 75 AND TYPICAL MERGING DETAIL FOR TAPER LENGTHS AND SIGN SPACING. 2. SEE SHEET 43 AND 47 FOR PIPELINE CONSTRUCTION. DAT!: INITIAL DAT!: JNITW.. DAT!: INITIAL ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL j \ C18 1 ~ ~ "AS BUILT" P.E. EXP. DATE lllEWED BY: ~~/ ID~·~ I .eoA~~ INSPECTOR DATE ~ CITY OF CARIBBAD ~ 6 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL INTERSECTION Jg::;, COLLEGE BLVD -ASTON AVE APPROVED WILLIA~. PLU¼~ 7 -t<S:-al &tb-£'4,· ~ -,-,,... DEPUTY CITY ENGINEER-E28176 EXP. 3/31 /06 DATE DWN BY: QES I PROJECT NO. I DRAWING NO. CHKD BY: EP RVWD BY: RS 3887-C 405-7 121003 C CD :e ~G') -..Jo,~ ..Jo, 0 .1:1,.CJ'I I ...... FARADAY AVENUE 52 ' 5'-6" 6' 14' 12' 14' SW BL TL ,.,.---~' TWLTL TL ( 12· . I I j I l.:<:J ' <O 'j ,.,--8" PVC RW / I / .... 2'-4' (" -I 14' TRENCH · . TTL 1 o· 24' WORK AREA SECTION A NTS 76,77 FARADAY AVENUE 64' 5'-6" 5' 1 1 ' 1 ,. 10' 1 1 ' BL TL TL TWLTL TL 12' I ... f\ I I L: :.., I • <O ~ I ' I 12" RW ... 5' 1 1 ' 14' --r ., I BL TTL TTL 2'-4' . TRENCH 14' 34' WORK AREA ® SECTION NTS 6' BL ... ... 14' TTL 1 1' 5' TL BL I I 5'-6" EXISTING TRAFFIC MARKINGS " SW l' C ONSTRUCTION TRAFFIC CONTROL MARKINGS (TYPICAL) 5'-6" SW µ FARADAY AVENUE 5'-6" 5' 8'-6" SW ,W BL TL . . I L "' I 13'-6" PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 TTL 64' 13' -6" 10· TL RAISED MEDIAN I\ I I _ ... ·. ~: ·.-· .. 1 ;_ .-, ·-;.._: I I 13' -6" TTL SECTION NTS 12' 1 1 ' TL TL 12· I ~-' I <O I I'-f::' v 1 2" RW . ~~ -::::. I I 2'-4' TRENCH 27' WORK AREA D4 79 NO 6' 14' SW BL TL 8" PVC Rw, L· f-' ' ·,o I ... I/ 2'-4' TRENCH 25' WORK AREA MON, JUN 23, 2003 05:28 P P0083821 SHEEr97 L:\PROJECTS\741778\ TlWFlC SHEEf97.DWG X-REFS, X-TRAFflC_SECTIONS.DWG, COC-BDR.DWG 5'-6" SW 5' BL I I L: J I ~ - 9' FARADAY AVENUE 52' 5'-6" 6' 14' 12· SW BL TL TWLTL 14' . I " l.:<:J ' ~ '.fl 8" PVC Rw--....J:;'. ~ V ...-I.:: -I 2•-4• I 14' TRENCH 8' TTL 20· WORK AREA SECTION NTS FARADAY AVENUE 64' 5' 1 ,. 1 1 ' 10· BL TL TL TWLTL 20· I i, I • L I I . "' / "' 12" RW--... ~ / I .... -'-'- 2'-4' TRENCH 24' 36' WORK AREA SECTION NTS 14' 6' TL BL 12· 6' TTL BL 1 ,. 1 1 ' TL TL I " I 14' TTL D2 80,81 5'-6" SW " µ ' I 14' TTL EXISTING TRAFFIC MARKINGS ~WI CONSTRUCTION TRAFFIC CONTROL MARKINGS (TYPICAL) 5• 5'-6" BL SW 'G.J 5'-6" SW .. CAMINO VIDA ROBLE 68' 12· 10· 20· LTL LTL TL 18' I h I\ 14' 12· TTL TLTL SECTION NTS 5'-6" 8' 12' SW BL TL I lb ' NO 1 . 2. TES: 3. BUS STOPS NO DRIVEWAYS PROTECT IN PLACE EXISTING MEDIAN IMPROVEMENTS AND LANDSCAPING. DAMAGE TO EXISTING MEDIAN IMPROVEMENTS AND LANDSCAPING SHALL BE REPAIRED/REPLACED IN KIND. SEE NOTE 43, SHEET 5 6' NO BL SW L i:.I 17' TTL 12· TL FARADAY AVENUE 64' 5'-6" 5• 1 1' 11 ' 10· 1 1 ' 1 1 ' 5' 5'-6" SW BL TL TL TWLTL TL TL BL SW . ' I " • . L "' . . [/ . ... J / <O 12" RW-/ / I V .... 15' 12' 5' I I 2'-4' f TTL TTL BL . ' TRENCH I 12' 32' WORK AREA SECTION NTS FARADAY AVENUE 64' 5'-6" 5' 1 1' 1 ,. 10' 13' -6" 8'-6" 5' 5'-6" SW BL TL TL RAISED MEDIAN TL TL BL Si SW 12· OR TWLT ii I I t :·· ·. ~: ·.--.. . :"' --.-... : I I . . L: :.., ' I r; / "' I I "' µ 12" RW-/ I ~.:__ I I 2'-4' 13' -6" 13' -6" TTL TTL TRENCH 27' WORK AREA SECTION D3 NTS 79,81 EL CAMINO REAL 106' 12· 18' 12· 12' 12· 8' 5'-6" ,2,003 TL MEDIAN TL TL TL BL SW I\ I\ I , i ~ ~ .. .. •... ·.:. . . . ,_ -.... _ .... : ,,;:- ' ½· ' "' µ 16" RW, ~J I V., f I -~1-~ 12' 14' 2'-4' TTL TTL TRENCH I 17' 10' 48' WORK AREA SECTION NTS "AS BUILT" P.E. EXP. DATE REVIEWED BY: lt)JQ ...... ~ J6 •1-'f -C'i' INSPECTOR DATE L[] CITY OF CARLSBAD ~ 7 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL (If».., SECTIONS -SHEET 1 OF 2 APPROVE~ILLJAM }: P~ d4.~.. ~ ill!l!'f ,._ 7-,,;.,;-03 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: DES I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAi. CHKD BY: EP 3887-C ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RS 405-7 • CAMINO VIDA ROBLE 52' NO 6' 14' 11 ' 15' 6' SW BL TL TWLTL TL BL ' (,·a-;) I .. I 1\ Ill l· ' ' ... ~~ . "' I ... 2'-4' I j'\._8. PVC Rw 14' 12· 6' TRENCH TTL TTL BL 12' 20· WORK AREA SECTION NTS CAMINO VIDA ROBLE 52' NO 6' 20' 20' 6' SW BL TL TL BL 15' I\ I ' l· ... ' :J "' ~ ::: v-8" PVC RW .. I r-. 6' 12· 14' BL TTL TTL SECTION NTS CAMINO VIDA ROBLE 52' I 6' 20· w BL TL 10' I 1\ ' l· ... ' / v "' 8" PVC RW---....._:.:; ~ I I/ V ... 2'-4' I I TRENCH 6' 22' WORK AREA SECTION NTS PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 S.AJN DIEGO, CA 92101 -619.687.0400 20· TL I\ 12· 12· TTL TTL ... r-. _._ I I 2'-4' TRENCH 9' 20' WORK AREA K 86,87 6' NO BL SW .. :J 6' BL MON, JUN 23, 2003 05:30 P POOB.l82 I SHEET9B L:\PRDJECTS\741778\TRAFFC SHEET9B.OWG X-REFS, X-TRAFFC_SECTIDNS.DWG, COC-BDR.DWG CAMINO VIDA ROBLE 52' NO 6' 20' 20· NO SW BL TL TL SW 14' 8" PVC RW I I I\ ~ :J l· _, . . :::: "' I / ... -"-~ 2•-4• 1 I 14' 12' TRENCH TTL TTL 8' 20' WORK AREA SECTION H NTS 86,87 CAMINO VIDA ROBLE 52' NO NO 6' 20' 20' SW SW BL TL TL 2' or 4° 1\ I (SHOWN AS 4') I I L· ..... ' l;v "' I [// ... ~ 8" PVC RW 14° 2'-4' 12' TTL TRENCH TTL a· or 10' 20· WORK AREA SECTION NTS ffi CAMINO VIDA ROBLE 68' NO 7' 21' 11' 14' 15' SW BL TL LTL L/R RT 10· . TL TL I\ I I· ' .J "' ~:t I ... ~ 14' 1 · I 8" PVC RW TTL 2'-4' TRENCH 15' 25' WORK AREA SECTION NTS 6' NO BL SW ' :J ' .. 6' BL 6' NO BL SW . . ... w 6' BL NO SW -t±J . CAMINO VIDA ROBLE 52' NO 6' 20· 20' 6' NO SW BL TL TL BL SW 8" PVC RW 1\ ' I: .J ' . /"/ ' ~ :J "' V ~-r. 14° 2'-4· I I 14' TTL TRENCH TTL 24' WORK AREA SECTION J NTS 86,87 CAMINO VIDA ROBLE 64' NO 6' 26' 10· 16' 6' NO SW BL IL LTL TL BL SW I\ H lt ' J I l-; ... "' t; v ... :J I ~ ~ ~ ... - 14' 8" PVC RW 12· 18' TTL 2'-4' TLTL TTL 8' TRENCH 20' WORK AREA SECTION NTS COLLEGE BLVD 82' 5'-6" 8' 12'-6" 11 · -6" 18' 12' 12' 8' SW TL BL TL TL MEDIAN TL TL BL TL SW 23' c::::=:n... ,!J---+1-6-. -Rw-,~ _n~----r;~,bl✓'I:tl-l' .------f'·a.:· . ._ .. ~-'--'-" '·:...;· --· ..;.''r--· .'..:..·•"..:c·-•a..:.r~-".c,;' -·:..;.··;;:J· •• ,L..... ____ --1------+---"T"e.J,lF== ~ ..,. I ~-~ I I T~~N~·H I 13' -6" TTL 18°-6" WORK AREA SECTION NTS ' DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL NOTES: 1. BUS STOPS. 2. NO DRIVEWAYS 3. PROTECT IN PLACE EXISTING MEDIAN IMPROVEMENTS AND LANDSCAPING. DAMAGE TO EXISTING MEDIAN IMPROVEMENTS AND LANDSCAPING SHALL BE REP.AJRED/REPLACED IN KIND. SEE NOTE 43, SHEET 5 "AS BUILT" P.E. EXP. REVIEWED BY: DATE Lu .n..,~,,. ~ 1-1~ ta-l 4t .0 ~ INSPECTOR DATE ~ CITY OF CARLSBAD LTITI 8 ENGINEERING DEPARTMENT 4 TRAFFIC CONTROL PLANS FOR: INDUSTRIAL PARK PIPELINES TRAFFIC CONTROL -SECTIONS SHEET 2 OF 2 .AJPPR~LL~AM j'; P~/4-., ~ •=::; J";.,,, .,,,.. -, ,,,, __ ,,., DEPUTY CITY ENGINEER PE 28176 EXP. 3/31 /06 DATE OWN BY: OES I PROJECT NO. I DRAWING NO. CHKD BY: EP 3887-C RVWD BY: RS 405-7 121003 I ...... PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 -", :.,,;:""""<,_~:'--..... vr I ",,,/~) ,.. _.,,/ ' --- 109 ____.i-----· i ---'f ---__ .- !: 0 250 500 \ 1000 2000 GRAPHIC SCALE DATE INITIAL ENGINEER OF WORK 7 I LEGEND -- 0 "BIKE LANE" "TYPE IV (L)" REMOVE ANO CONSTRUCT FULL DEPTH ASPHALT CONCRETE PATCH -9" REMOVE ANO RECONSTRUCT STRUCTURAL SECTION CONCRETE OVERLAY ASPHALT RUBBERIZED HOT MIX (ARHM) 10' WIDE A.C. GRIND (HEADER CUT) 5' WIDE A.C. GRIND (COLD MILL) PAVEMENT DELINEATION DETAIL NUMBER. SEE CALTRANS STANDARD PLANS, A201 -A20D PAVEMENT MARKINGS PER CALTRANS STANDARD PLANS, A24C -A24E PAVEMENT ARROW MARKINGS PER CALTRANS STANDARD PLANS A29A OVERLAY NOTES 1. PAVEMENT DELINEATION PER CALTRANS STANDARD PLANS (JULY 1999). 2. ALL SEWER MANHOLE COVERS, VALVE COVERS AND STORM DRAIN COVERS SHALL BE RAISED TO FINISHED GRADE. 3. ALL HYDRANTS SHALL BE MARKED PER SDRSD M-19. DIMENSION AS SHOWN ON PLANS 5' 2" THICK ARHM OVERLAY 5' r EXISTING CURB AND GUTTER I \..--··· ___ J J_ COLD MILLED AREA EXISTING PAVEMENT COLD MILLED AREA TYPICAL SECTION NTS ED 1 D' 2" THK j --EXISTING A.C. ~r T EXISTING A._B·------\-----j o.o· THK A.C. NTS GRINll l:!E1\ll~R cur ]YPICAL SECTION Q) HAS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE C:J CITY OF CARLSBAD SHEETS 9 ENGINEERING DEPARTMENT 114 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY DRAWING INDEX AP~~' VQJ l'(ILLI.,, ~j1MER . 2-i'.s::-m , ,_ DEPUTY CITY ENGINEER PE 28176 EXP. 3/31 /06 DATE OWN BY: PPM I PROJECT NO. I DRAWi NG NO. DATE INITIAL DATE INITIAL CHKD BY: AS 3887-C REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RS 405-7 MON, JUN 23, 2003 03:44 P PDD83821 SHEET99 L:\PROJECTS\741778\PAVEMENT SHEET99.DWG X-REFS, COC-8DR.DWG, X-ASffiN-AUGN,DWG, X-BALEOUR-ALIGN.DWG, X-CVR-ALIGN.DWG, X-DARWlN-ALIGN.DWG, X-ELCAM-ALIGN.DWG, X-EARADAY-ALIGN.DWG, X-FARNS-AUGN.DWG, X-GEIGER-ALIGN.DWG, X-LANDAU-AUGN.DWG, X-LAPLACE-ALIGN.DWG, X-PASCAL-AUGN.DWG, X-PASTEUR-AUGN.DWG, X-PRIEST-ALIGN.DWG, X-RUTH-AUGN.DWG, X-BASEMAP.DWG , ---_..,,;;;,..•-~ J,ec._...J_ ___ _ -----+~ 1J -0 e -__el\/) CJ 0 -;:; JC C - "BIKE LANE" W / ARROW (lYP) "BIKE LANE" W/ ARROW (TYP) -1,.,,, lf,,c , ,, ic g, :o~ ~ ~ch~ 4f i ~---4 1 C~v-v r R~(_:_r;.·---- "'.'.:l~b ;....----~ - - -~ ---:=--.._-: ,, /1/' ---=-c--___ -::; t,.. '{ t,..~-S41t,4r ~ ~-=,.~;,,~""---< ~.,, . :Y ~ ,,,p--t,..~ i;,e-k· ---: "= ---:::~---;;::::-===~~9~M~;;;-~-:::=-~ ~ o/..> .&~ _,,,,----~~--_,_ •. -~ ,..,.,_ ,d,'%" ----.-. ..,,,_..,. -S, ~ .. , ~~ --------"" "lly llf).j ':. ROAD~:::: ,.,,.._, ~ -----~,,,,_~;i,.. ~ PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 MON, JUN 23, 2003 05:39 P P0083821 SHEET1 00 Lc\PROJECTS\741778\PAVEMENT SHEET! 00.DWG X-REFS, COC-BOR.OWG, TOP06-1.0WG, X-FAAADAY-ALIGN.OWG, XPAVEMENTOVERlAY.OWG 0 20 ---= -- -< CJ __ ;_-_.1~[::---'8"-==--=:....:::....:=~R~O ~~ -= --------·---- - X "' \(\ ;o ,; -0 ~ ,:) ;o l]] ;o J>, J J> ci • WMls -- J ROAD R/j J <:. JC ;:; 40 80 GRAPH IC SCALE ;X)(") J>< JD- 160 t: w • ...J V w w V) w z ...J / ::c u ~ V rn" "'· 1J ;o J> ~ ;o r"' C r-;o ( "' -,LJ4 \ COND. / / . //2 -a.. ROAD R/W Sign JC 9 ,--Joi (fl ~ ~ tdEt ~ - ; WMI J.~ I A 1' DAT£ INITW. ENGINEER OF WORK -----+--111 ~! --~ -=:....:::....:=~~~;;::==T ---- 7--- A 99 / -,.- ., N ~ I r "BIKE LANE" W/ ARROW / DAT£ INITIAL .,, \fl REVISION DESCRIPTION OTHER APPROVAL DAT£ INITIAL CITY APPROVAL TYPE IV (L) ARROW ...... C) ...... "AS BUILT" P.L EXP. DATE REVIEWED BY: (QJR.'-~ ~ l()-14~ INSPECTOR DATE rn[] CITY OF CARIBBAD CTlTI 0 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY FARADAY AVENUE SHEET 1 OF 4 /4/4-,W•l~LIA~E-d'l~;~,t•" •~ 2.• ~~ Vl3 DEPUTY CITY ENGINEER PE 28176 EXP . 3/31 /06 DATE DWN BY: PPM I PROJECT NO. I DRAWING NO. CHKD BY: AS RVWD BY: RS 3887-C 405-7 121003 ..a. 0 0 0 C :e G') :: ,l:li,. 0 U'I ..a. .,:. I ...... / PARSONS OFFICES IN PRINCIPAL CITIES 11 0 WEST "A. STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 CONTRACT LIMIT TYPE IV (L) ARROW TYPE V1 ARROW "BIKE LANE" W/ ARROW (TYP) "BIKE LANE" W/ARROW ROAD R/_W ROAD R/W "SIGNAL AHEAD" ROAD ~RJ...W!!.-_-tT_-_-_-_-_-_- HH f-1 ' A 99 1/1 I TYPE IV (L) A ARROW (TYP) 99 ~1-1S I "-,s ~ON. JUN 23, 2D03 05,41l P P008J821 SHEET101 ic\PROJECTS\ 7' 1778\PAVEUENT SHEET101.DWG X-REFS. COC-BOR.DWG. X-FARADAY-AUGN.DWG, TOP06-2.DWG, X-VANALLEN-ALIGH.DWG, TOP06-1.DWG, XPAVEMENTOVERIAY.DWG i z CONTRACT LIMIT • • I I \ \ I CONTRACT LIMIT I I I .._ :r (:) -a:: tti en CONTRACT LIMIT u.J 2 . :J ~· :r ,,,__ ~ s<; ~ 0 20 40 80 160 GRAPHIC SCALE -- I I I I 12" WHITE CROSS WALK (TYP) I =---- TYPE IV (L) ARROW (TYP) DATE INITIAL REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 18') ~~~o 3 lYPE IV (R) ARROW (TYP) ~ &," "BIKE LANE" W/ ARROW (TYP) DATE V INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE TYPE V1 ARROW INITIAL CITY APPROVAL "SIGNAL AHEAD" (TYP) BIKE LANE "AS BUILT" P.E. EXP. DATE Rw~ ~£ lt)-l-'f-01 INSPECTOR DATE rnTI CITY OF CARIBBAD ~ 1 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY FARADAY AVENUE SHEET 2 OF 4 APPROVED_ Wl~LIAM E. ~~R ;fp"~• t: ·5 C <'-7-/,S-QJ DF•U -Cl ~-ENGINEER PE 28176 EXP . 3/31/06 DATE DWN BY: PPM I PROJECT NO. I DRAWING NO. CHKD BY: AS RVWD BY: RS 3887-C 405-7 ..... 0 ..... C ~ G) ~ 0 (J'I I ...... 12" WHITE CROSS-WALK (TYP) CONTRACT LIMIT PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 TIJE. JUN 24, 2003 09:52 A P0083821 SHEEII 02 L:\PROJECTS\7 41778\PAVEMENT SHEEl102.DWG CONTRACT LIMIT TYPE IV (L) ARROW (TYP) N X-REFS, COC-BDR.OWG, X-FARADAY-AUGN.DWG, TOP06-2.0WG, XPAVEMENTOVERLAY.DWG // -- "SIGNAL AHEAD" (TYP) A 99 0 "" LL.I Wu.J V, a. a. a. ;z ::E CJ,._ "{" L.J ,_ "' ,_ 0 REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 4' X 4') REMOVE AND REPLACE SIDEWALK PER SDRS0 G7 MATCH EXISTING (APPROX 5' X 5') ; I 20 40 80 GRAPHIC SCALE 'l ----- ?1/- / REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 5') (APPROX 3' X 4') (APPROX .5' X 4') 7'/ / 160 I I DATE INITIAL ENGINEER OF WORK TYPE IV (L) ARROW (TYP) "BIKE LANE" W/ ARR~'tJTYP) - REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 16') □ 'ARI:.~ 11.REA ORA, ORAIN DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL rnD 2 P.E. 01EWED BY: ') bl: . INSPECTOR REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 3' X 5') "AS BUILT" EXP. DATE '~-It). rcf ,o"f DATE CITY OF CARI.SHAD rnTI 4 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY FARADAY AVENUE SHEET 3 OF 4 APPR~ D WILLIA~; PLU~R JA ~-;' "7-,::S:-,?~ DEPUTY CITY E~CINEERL~ 28176 EXP. 3/31/06 DATE OWN BY: PPM I PROJECT NO. I DRAWING NO. CHKD BY: AS 3887-C RVWD BY: RS 405-7 121003 C :e G') J' X 3' {APPROX) ROAD -FULL DEPTH PATCH PICNIC TABLES A 99 l_Qj IE __.,_~ ___ .51.. __ ,., ,._,~ -_ -_ -_ ~_Ro_A_D_R_/_w~~-.... ._-_-_-_£~ -~ -4..-c .,-... ti Cl) 41 ./ s.-~ -/ -··~ -J :I:: ~ ~ □ 117,,, PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 -~ -~ - / -.,,.._ -- ,. <!> --4 .,,,.., TUE, JUN 24, 200J 10,02 A POOB3821 SHEET10J Lc\PROJECTS\741778\PAVEMENT SHEET103.DWG ,~~ ·r;, / ··7 ~ ..,;;;;,,;.,_. .-.::;:.,.... __ _ A REPLACE WING PANEL 99 ---+---~'-'--/--.:U:::::I ::_;i_,, 0 20 40 --- I _J 4' X 4' (APPROX) ROAD -FULL DEPTH PATCH s TYPE IV {L) ARROW {TYP) fl,cv TYPE VII (R) ARROW (TYP) 80 160 TYPE IV (R) ARROW {TYP) GRAPHIC SCALE X-REFS, COC-BDR.DWG, X-FARADAY-AUGN.DWG, TOP06-2.DWG, TOP06-1.DWG, TOP04.0WG, X-ELCAM-AUGN.OWG, XPAVEMENTOVERLAY.DWG -- REMOVE ANO REPLACE SIDEWALK PER SORSO G7 MATCH EXISTING (APPROX 5' X 5') "BIKE LANE" W/ ARROW (TYP) I \ I CONTRACT LIMIT s,i,,,,_ '--" _:, 0 lie.,· s,i,,,,_ \ TYPE IV (L) ARROW ·o r £ - P.E. __ _ .. AS BUil T" EXP. ___ _ DATE fSHWl CITY OF CARIBBAD I SHEETS I l---l--+----------------li----+---1----+---I ~ ENGINEERING DEPARTMENT 114 ::=='-'==::::::::::::::::::::::::::::::::::::::=-:::::::::::::::::==--'=== DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY FARADAY AVENUE SHEET 4 OF 4 OWN BY: PPM CHKD BY: AS RVWD BY: RS 2-L.S-aJ PE 28176 EXP. 3/31 06 DATE PROJECT NO. 3887-C DRAWING NO. 405-7 121003 o•o Rlw -' f ii' .. l 12" WHITE SEE SHEET 100 ---. SEE SHEET 100 \ I I I MATCHLINE SEE SHEET 102 "STOP" REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX J' X 5') MATCHLINE SEE SHEET PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 § ?l TUE, JUN 24, 2003 10,06 A POOB3821 SHEET104 Lc\PROJECTS\741778\PAVEMENT SHEET104.DWG 11 1 "STOP" 12" WHITE 2' X 30' (APPROX) ROAD -FULL DEPTH PATCH ft 99 </.0 ---+-~~j?,-,._,.O_ I I -:tr - -:;,;; RO~D ~IV!_ ·--::::j,. TYPE IV (L) ARROW ROf,.D R/W r J' X 105' (APPROX) ROAD -FULL DEPTH PATCH X-REFS, COC-BDR.DWG, X-RUTH-AI.JGN.OWG, TOP06-1.DWG, TOP06-2.DWG, XPAVEMENTOVERLAY.DWG 0 20 40 80 GRf,.PHIC SCALE TYPE IV (L) ARROW -- -- I 'I II II I\ 160 REMOVE ANO REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 15') DATE 1' X 1' (APPROX) ROAD -FULL DEPTH PATCH \ 9, o I& ~ ,;,.I'll 0~ ,., - J' X 65' (APPROX) ROAD -FULL DEPTH PATCH INITIAL TYPE IV (L) ARROW {TYP) REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 20') DATE I I I ~ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 121003 J' X 40' (APPROX) ROAD -FULL DEPTH PATCH ~. "AS BUILT" ~ P.E. EXP. DATE rE~r D BY: ,.. I -A•-. .. to-14-0'1 INSPECTOR I Cl DATE ~ CITY OF CARIBBAD ~ 4 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY RUTHERFORD ROAD SHEET 1 OF 2 ~ED Wl~LIAM E. PL~ &e 1"', :,2?, ;: .. , •z.---2•/S-Cll DEPUTY CITY ENGINEER PE 28176 EXP. J/31 /06 DATE OWN BY: PPM I PROJECT NO. I DATE DRAWING NO. INITIAL CHKD BY: AS CITY APPROVAL RVWD BY: RS 3887-C 405-7 - REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 5 ') IC Vs RCVs .. OBSCURED C C N "+-Ht,¢-, R~ '¼'-W-"-''- :._._t .--- ~ . / , / -r-- / / t ! I I - TRANS 3' X 15' (APPROX) ROAD -FULL DEPTH PATCH 10' X 30' (APPROX) Psr MH ROAD -FULL DEPTH PATCH REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' x 13') REMOVE AND REPLACE CURB & GUTTER PER SDRSD G12 MATCH EXISTING (APPROX -5' LF) MATCHUNE SEE SHEET 106 REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 15') PARSONS omcES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 11JE, JUN 24, 2003 10:27 A P0083821 SHEET105 L:\PROJECTS\ 7 41778\PAVEMENT SHEET105.0WG REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 8' X 16') TYPE IV (L) ARROW (TYP) X-REFS, COC-BDR.DWG, X-RUTH-ALGN.OWG, TOP06-1.DWG, TOP06-2.DWG, XPAVEMENTOVERIAY.DWG EMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' x 15') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 2 'x 5 ') 0 20 40 S,gns l S•g _n---,--c.= ):JLD_1 __ --41z:OA_I!_ Rj_W 'C' i TR ,tJs □l • Woll r ~'9n _ ~-~,9,,__r=eo:'ix~,c_z\:,!El:o:::==ROAQ_ R/w ___ .J..._ __ _ a:f .y , ns / / ~ R/w TRANS / TPED. . . t: -1---1 ~ ---,,.- / OBSCURED c::: w ~ w w (/) ~ _,._ - -~'i;iiJ ,.....,._ --~ -~-- / __,... _______ _ 30' X 40' (APPROX) ROAD -FUU DEPTH PATCH 80 160 GRAPHIC SCALE I 1 r- _ _._...u...._ __ .:..;...1..1~=Bsc1,i;, MATCHLINE SEE SHEET 106 12° WHITE "STOP" "AS BUil T" P.E. __ _ EXP ____ _ DATE ~ CITY OF CARLSBAD I SHEETS I l----+--t-----------------1~--l------4---+----I ~ ENGINEERING DEPARTMENT 114 :==='....':::::::========:::::::'..'.:::=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY RUTHERFORD ROAD SHEET 2 OF 2 OWN BY: PPM CHKD BY: AS RVWD BY: RS 2-a:a-, EXP. 3 31 06 DATE PROJECT NO. 3887-C DRAWING NO . 405-7 121003 . - C -:E 0 (J1 G') 0 .... .i:. -0 -.,:. u, I ....., {j f/ ----- 12" WHITE "STOP" REMOVE AND REPLACE SIDEWALK PER SORSD G7 MATCH EXISTING (APPROX 3' X 4') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 5') ..,. 0 (APPROX 5' X 20') ~~~ 8 :c (/) w w (/) w z ~ :c i RO R W ...---~-----fb- ? REMOVE AND REPLACE CURB & GUTTER PER SDRSD G12 MATCH EXISTING (APPROX -60 LF) REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 60') PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 -- ... to_ ---~ __,'2. ~ :g ~ ~ TYPE IV (L) ARROW ·-"' "STOP" (TYP) u' --• ~ ._, ~ ---~ k"" - .. c<-* -1_ (l.. __L. T1 1 ~ ' I 0 20 40 80 GRAPHIC SCALE TUE, JUN 24, 2003 10;29 A P0083821 SHEET106 t;\PROJECTS\ 741778\PAVEMENT SHEET106.DWG X-REFS, COC-BOR.DWG, X-RUTH-ALJGN.DWG, TOP06-2.0WG, X-PASCAL.-,4,UGN.DWG, X-BALFOUR-AUGN.DWG, X-FARNS-AUGN.DWG, TOP06-1.0WG, XPAVEliAENTOVERL.AY.OWG 160 U") 0 .... REMOVE ANO REPLACE CURB & GUTTER PER SORSD G12 MATCH EXISTING (APPROX -5' LF) >N oll~ --(J REMOVE AND REPLACE CURB & GUTTER PER SDRSD G12 MATCH EXISTING (APPROX - 6 LF) ROAD R/W _.2fiJr-~~~---t_~~ 8 ~•===='*'-==t===;=:===;;:;;;;:!ot;a~ as~-~=-- V5 ---~----- t!1 ~-~ ¥\ PASCAL CT. (/) a w 0:: I U") ::;, 0 ~ .... t:i w :c (/) \' w ·, w (/) w z ~ :c , > "' ( _.?.L1C)l<;;,"-:.t· ½-" REMOVE AND REPLACE CURB & GUTTER PER SORSD G12 MATCH EXISTING ;,: (APPROX -30 LF) \ 1' X 30' (APPROX) l *( 0, 0 / I u ~ ;ii ROAD R/W w > > w =-~ 11. U W 11. I =II> u -..... ..J ~"'74"-"-~-5• x 5' (APPROX) :::ii C (/] z <223 ~ 1 ROAD -FULL DEPTH PATCH REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 15') REMOVE AND REPLACE CURB & GUffiR PER SDRSD G12 MATCH EXISTING (APPROX -15 LF) 1' X 15' (APPROX) ROAD -FULL DEPTH PATCH "AS BUILT" P.L ___ EXP. ___ _ REVIEW.Ell BY: {,O,ou,. t ... -~_ INSPECTOR I ,r DATE CO .,4,,0C, DATE l----+--+--------------+------1-----1--1----1 ~ crrxGIJ?EfiNG q~~AD CTIT] DATE INITI/\1. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY PASCAL CT./BALFOUR/RUTHERFORO RD APPROVED WIUIAM E~f:I.Up!MER ~a •. ~ c:Vu, " 2-1,~~~ DEPUTY CITY ENGINEERE 28176 EXP. 3/31/06 DATE OWN BY: PPM I CHKD BY: AS RVWD BY: Rs . PROJECT NO. 3887-C I DRAWING NO. _ 405-7 121003 ti LLI :c V) LLI LLI V) REMOVE AND REPLACE SIDEWALK PER SDRSD G 7 MATCH EXISTING {APPROX 5' X 1 O') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING {APPROX 5' X 6') :I- -,-- I I I I 1 O' X 40' (APPROX) ROAD -FULL DEPTH PATCH 1 O' X 40' (APPROX) ROAD -FULL DEPTH PATCH ~~.& -toi+=--- ---'-l-T I I ....,.. ~=- LLI z ...J :c u --:--() . ..-r-rt ~ -;T! 177 1.!...!.... -½-, --..-.-:-\' ~I ~, --'--T ---+---,-,--~ !::i: :::E "STOP" 12" WHITE PARSONS OFFICES IN PRINCIPAL Clr/£5 11 D WEST "A" STREET -SUITE 1 050 SAN DIEGO, CA 92101 -619.687.0400 7l011u RJW 0 20 40 BO GRAPHIC SCALE ------ 20' X 30' (APPROX) ROAD -FULL DEPTH PATCH 160 TUE, JUN 24, 200J 1fr.J1 A P008:l821 SHEET107 Lc\PROJECTS\741778\PAVEMENT SHEET107.0WG X-REFS, COC-BDR.DWG, TOPoe-2.DWG, TOP04.DWG, X-PR1EST-AUGN.DWG, X-LAPLACE-AUGN.DWG, XPAVEMENTOVERLAY.DWG ,., "'-., ~ ~/) ' ~-<:;i"'~ I I I <:,Cf p1CNIC .0s::; ..-1..1 I I I I I I BL(" ~ 11>-BL( 0 -II 11\1\\1111 r~cil' r'i,,t-0 0 -~ --11 I \ 1111\111 i1 ~ \ _; 0 ~ ,.__..__'<' --. I.M-~.,.-- 1 -+-i" I I I , ,,. ___;.,.,~ .P----, Ii I . ~ REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 5') ' D, REMOVE AND REPLACE . CURB & GUTTER PER SDRSD G12 \ MATCH EXISTING (APPROX -3' LF) \ \ REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 6') - I I I I I I I I I I I I I I I I I II II I I I I I I II I I I I I I I I I I I I I I' I I I\ I I I I I I I 1, I I -• I ' I ' I II I I I ' I I I I 11 1 1 1 ' I ,.1. e-------- l I --~' REMOVE ANO REPLACE --I .c-~-SIDEWALK PER SDRSD -G7 MATCH EXISTING ~ >.--_ (APPROX 2' X 2') ~-\ ~ ----_-, -f)_ c·-A ------ > u r- . t ~-'\/• lc I r- ~\ 1/l I . 1,~! ~ 1 ,t;r: ' 1/1 /. REMOVE AND REPLACE CURB & GUTTER PER SDRSD G12 MATCH EXISTING (APPROX -20' LF) 1' X 20' (APPROX) ROAD -FULL DEPTH PATCH REMOVE AND REPLACE SIDEWALK PER SDRSO G7 MATCH EXISTING (APPROX 5' X 13') •"'-'Q I / /1 ~, .J, I / ' tfg-j'-1-,-.i '\~~ '\¥ '7 f '\' . . I o:,<:11 s11;.,1,~ , e \ • i'V;yOJ H1-o Q ,0Jc1;y .. H1-;3Q OJ<iJ; OJc1Jf.J I <I: u " o l r "AS BUILT" P.E, __ _ EXP. ___ _ DATE INSPECTOR ~ CITY OF CARIBBAD I SHEETS I t-------t--+-------------------t----+--t----+-----t L!QZJ ENGINEERING DEPARTMENT 114 ~==-'==::::::::::::::::::::::::::::::::::::::::::::::::::::===='...====: ' f.J. .,. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY PRIESTLY DRIVE LA PLACE CT. DWN BY: PPM CHKD BY: AS RVWD BY: R EXP . PROJECT NO. 3887-C 2-4:-41 31 06 DATE 405-7 I DRAWING NO. ~------~ 121003 I ...... ' -"-" c., ' 0~ . \ I ~. \ \ MATCHUNE SEE SHEET 1 OJ 1-::c (.!) Ct: a:: l.oJ a. a. :::, l.oJ l.oJ (/) l.oJ z ...J ::c (.) 1------:w:--i ----.... =---==:::_=~-."\-_,.._0~-- C PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO. CA 92101 -619.687.0400 \., WED, OEC 03, 2003 09:05 A P0049601 SHEET1 08 ~\PROJECTS\7 41778\PAVEMENT SHEET108.0WG --='-"I" .. ; X-REFS, COC-BDR.DWG, X-ELCAM-Al.lGN.DWG, TOP04.DWG, XPAVEMENTOVERLAY.OWG cc a: ,,', '>"! ... -.,., •. ~~--e;,V:..... l ls $1,.' T-..;,-~ .. ~L.: CAMINO fEAL Cl'., --"' '1L CAMINO REAL c,; 0 20 40 80 GRAPHIC SCALE 160 lfl./lDD DATE INITIAL ENGINEER OF WORK a:: l.oJ '~ -----;===;:--------;=ciFct l.oJ l.oJ ~----1 (/) l.oJ z :::i ::c (.) --~------t ~ i",_#======--c =======~-~ ( O'> 0 - co t:;j l.oJ ------"' ::c J (/) D l.oJ l.oJ (/) l.oJ z :::i ::c (.) ~ ~ -n -""' ---' ---~ .... --- "AS BUILT" P.E. EXP_ DATE r EV1E0~~ BY: I), . I lf>-l+e>&t INSPECTOR In DATE rn[] CITY OF CARIBBAD rnTI 8 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY EL CAMINO REAL AP~R9VE0 '!/ILf M '" n, 1 1MMER R-1~-M DEPUTY CITY ENGIN ~l 76 EXP. 3/31/06 DATE T'(PIC/41.. SEC..TIOIV ~ , "/ DWN BY: PPM I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: AS REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: R'-3887-C 405-7 061605 ~ ..... 0 -c,, ~. -..J \ CX) 0 1!!!111!1 --<. PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 tO 0 ti IJ.J :c (/) IJ.J IJ.J (/) IJ.J z :::J :c (.) ~ :::::IE j WED, DEC 03, 2003 09,05 A P0049601 SHEET109 L\PROJECl,\741778\PAVEMENT SHEET109.DWG ' <ff r • ----- EL CAMINO REAL 1 21 O' ± RE~LACE IWRB ftS NECESSARY <, REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 8') REMOVE AND REPLACE CURB & GUTTER PER SDRSD G12 MATCH EXISTING (APPROX -4' LF) 0.5' X 4' (APPROX) ROAD -FULL DEPTH PATCH Q. ti 9' X 25' (APPROX) DRIVEWAY . ---~ 7!5---- -__,$-:--I ...... ....._ --.-- \\ \_ OEIGER CT. -~ •~. fie ~==1• I 1' ~~~ ~ 7 " 0 20 40 X-REFS, COC-BDR.DWG, X-GEJGER-ALIGN.DWG, X-LANOAU-AUGN.OWG, TOP06-2.DWG, TOP06-1.DWG, X-ELCAM-AUGN.DWG, TOP04.DWG, XPAVEMENTOVERLAY.DWG -------1-- -....... -- ~ VJ 9' 0 C. 'D tO 0 - ti IJ.J :c (/) IJ.J IJ.J (/) IJ.J z _J :c (.) ~ :::::IE C .<:" VJ '--C. a: ' 7 < ru 80 160 GRAPHIC SCALE 12" WHITE "STOP" A 99 7 Z ~~--1 0,~ ............ 1 I I I K, _y " I 1' X 32' (APPROX) ROAD -FULL DEPTH PATCH "AS BUILT" P.E. EXP. DATE /().~ED BY: r g 1& • I -. tD "'~.,,()r INSPECTOR ' 0 DATE l----+----+---------------1-------1------1--1----1 rn[] CITXGl~EtNG q~~~AD ~ IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY GEIGER CT./LANDAU CT./EL CAMINO REAL APP %( W_ILL~ E~P ~~R If'¥! 1, C. Zft P'.'k 8-/.J-fJJ/-DEPU CITY ENGINEE E 28176 EXP. 3/31 /06 DATE DATE INmAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL 8Plh. IJ!2!._ DATE INITIAL OIBER APPROVAL CITY APPROVAL DWN BY: PPM I PROJECT NO. I DRAWING NO. ~~g ~~: ~ c., __ 3_8_8_7_-_c _ ___,_ 405-1 061605 .a:::.. -o -c,, .,::,.I ...... \ TYPE IV (L) ARROW {TYP) .· ~ \\ ~ \\ \\ ~t ;~ \),~~~~?? - / ' . ·.----ROAD R/W .~. , / REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING {APPROX 5' X 15') I . REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 3' X 5') I [[/71,tf/t/l,1/t-r:--REMOVE AND REPLACE I I SIDEWALK PER SDRSD G7 MATCH EXISTING {APPROX 4' X 6 ') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 3' X 4') PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1D50 SAN DIEGO, CA 92101 -619.687.0400 --REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 3' X 5') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 4' X 6') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 3' X 5 ') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 5') CONTRACT LIMIT "SIGNAL AHEAD" "BIKE LANE" W/ ARROW (TYP) TUE, JUN 24, 2003 10:39 A P0083821 SHEETl 10 ~\PROJECTS\741778\PAVE~ENT SHEET11 O.OWG X-REFS. COC-BOR.OWG, X-ASTON-~GN.OWG, TOPCS-1.0WG, X-PASTEUR-ALIGN.DWG, XPAVEUENTOVERLAY.OWG 12" WHITE CROSS WALK (TYP) REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING {APPROX 5' X 5') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 5') 5' X 10' (APPROX) ROAD -FULL DEPTH PATCH CONTRACT LIMIT 0 20 REMOVE AND REPLACE SIDEWALK PER SDRSD G 7 MATCH EXISTING (APPROX 5' X 5') 40 80 GRAPHIC SCALE REMOVE AND REPLACE CURB cl< GUTTER PER SDRSD G 12 MATCH EXISTING (APPROX -5' LF) \ ~ ~. TYPE IV (L) ARROW (TYP) 160 ' ' \ "BIKE LANE" W/ ARROW {TYP) "AS BUil T" P.E. __ _ EXP ____ _ REVl!t.D~:=, w -~ INSPECTOR IMPROVEMENT PLANS FOR: DATE tp -14f.o o/ DATE ~ L2.!±J INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY ASTON AVENUE t----+---+--------------+---+--+-----lf-----1 ,=;=;:::~~=:=c:~;;:=;;:::::;:;;:~ ;;;:==========; APPROVED DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL DWN BY: PPM CHKD BY: AS RVWD BY: RS PROJECT NO. 3887-C DRAWING NO. 405-7 ,21003 C :: :E 0 G) 0 ::: ,i:. ... o ~()I I ....... 0 .... .... ti w ::r: V) w w V) w z ...J ::r: (.) i 12" WHITE STOP" PARSONS OFFICES IN PRINCIPAL CITIES "BIKE LANE" W/ ARROW (TYP) 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 TUE, JUN 24, 2003 10:40 A P008J821 SHEIT111 L:\PROJEC1S\ 7 41778\PAVEMENT SHEIT111 .OWG TYPE IV (L) ARROW (TYP) > \) ;v~ V - REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING {APPROX 5' X 1D') REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING {APPROX 5' X 5') )..,,4' ->k 1// ti ·\ \\ ., \\ I ;~ ' <" --------!,. X-REFS, COC-BDR.OWG, X-AS10N-ALJGN.OWG, TOP06-1 .0WG, X-DARWIN-AUGN.OWG, X-PASTEUR-Al.JGN.OWG, XPAVEMENTOI/ERLAY.DWG 0 20 40 REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING {APPROX 5' X 6') REMOVE AND REPLACE CURB c!c GUTTER PER SDRSD G12 MATCH EXISTING (APPROX -J' Lt) REMOVE AND REPLACE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 15') "STOP" AHEAD 80 GRAPHIC SCALE t: w ...J a::: w a. a. :::, w w V) w z :::J ::r: (.) ~ 160 - """ 0 .... ti w ::r: V) w w V) 12• WHITE "STOP" A 99 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION 0TH ER APPROVAL CITY APPROVAL 1'21003 "AS BUILT" P.E. EXP. DATE EVIEWED BY: l ) J.} I i.1", I ... ".-,(;!-l't-Ot INSPECTOR I , DATE CTrn CITY OF CARIBBAD rnTI 1 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY PASTEUR CT.JDARWIN CT./ASTON AVE. APPROVED WILLIAM~. P~~ ~.,;.'..111",r1• ..... .-2-65-<11 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: PPM I PROJECT NO. I DRAWING NO. CHKD BY: AS 3887-C RVWD BY: RS 405-7 CONTRACT LIMIT PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 ~ fj TUE, JUN 24, 2003 10:42 A P0083821 SHEET112 L\PROJECTS\741778\PA.t:MENT SHEET112.DWG I I I I I I -;,. o r ( , -'t / V"G ;;/:"fff+_;Jj .I I ' APPROX 5· X 5· SIDEWALK PER SDRSD G7 (MATCH EXIST) 0 20 40 1 2" WHITE CROSS WALK L&J m~~~~1+1:~~~~~~\-l,-l,~.,:i,.:.,~,.l,..-.ir;~1+1:~mm~m1~ TYPE IV (L) ARROW (TYP) "BIKE LANE" W/ ARROW 80 GRAPHIC SCALE 160 L&J z ::J ::c u ---1h=~~--.-~ ~_:-1 ~ l j CONTRACT LIMIT X-REFS, COC-eOR.DWG, TOPOJ.DWG, TOP05.DWG, X-CVR-ALJGN.OWG, X-PAL(l,ll(S-ALJGN2.DWG, XPAVEMENTOVERLAY.DWG "BIKE LANE" W/ ARROW (TYP) CONTRACT LIMIT REMOVE ANO REPLACE SIDEWALK PER SORSD G7 MATCH EXISTING (APPROX 5' X 5') 1: <c- < P.E. __ _ "AS BUILT" EXP. ___ _ DATE ID -<,+c>"7 DATE fSHml CITY OF CARIBBAD I SHEETS I l----l---+----------------1------+--+------l-____.j ~ ENGINEERING DEPARTMENT 114 ;:=='..::::======:::::::::=::::....':::=::::::: DATE INmAL DATE INmAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY CAMINO VIDA ROBLE SHEET 1 OF 3 APPROVED WILLIAM E. P~ 4% u&f. -C ~> 2-ts-aJ DEP TY CITY ENGINEER E28176EXP. 3 31 06 DATE OWN BY: PPM PROJECT NO. I DRAWING NO. CHKD BY: AS 3887-C 405-7 RVWD BY: RS 121003 7' X 40' (APPROX) ROAD -FULL DEPTH PATCH OBSCURED -------=== ' V ,>.O _l-.? , IC V OB9Cl'R1 PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619,687.0400 ; .. 99 1 O' X 20' (APPROX) ROAD -FULL DEPTH PATCH ')E'SCURED / 'ICV 1c' \JBSCURED TYPE IV (L) ARROW (TYP) ----G --- CAMINO VIDA ROBLE - S,9· fr,. I ~ ~A,,S REMOVE AND REPUICE CROSS-GUTTER PER SDRSD G1 MATCH EXISTING GRADE (APPROX 820 SF) CONTRACT LIMIT CONTRACT LIMIT •WC,V ;J"iJ< ;y .. -t[f OQGV 8' X 60' (APPROX) ROAD -FULL DEPTH PATCH OBSCURED 0 -oescuRED - /\ s,gn "BIKE LANE" W/ ARROW (TYP) 0 20 40 TLE, JUN 24, 2003 10,43 A P0083821 SHEET11 3 Lc\PROJECTS\741 nB\PAVEMENT SHEET113.DWG X-REFS, COC-BDR.DWG, TOPOS.DWG, X-CVR-AUGN.DWG, TOPO3.DWG, XPAVEMENTOVERLAY.OWG N 80 GRAPHIC SCALE REMOVE AND REPUICE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 4' X 18') CONTRACT LIMIT REMOVE AND REPUICE SIDEWALK PER SDRSD --~ t. "'.l_jA.z-)~-j_jG7 MATCH EXISTING \ 99-c APPROX 4' X lrL_-1 ---1--- REMOVE AND REPUICE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 4' X 9') ~ ~ ~ Le, f., Cc,fr( ~ ~ -:==....__ ___,_"--R • eS,y, l -~ ~ -lol!, .. 'ly-------J------------~------~-...--~--..... ----------! ~ + '1fc ~%--J.-g .-...,.-..-... lr;;.... ______ .....,/r----..-------t ...... ------------...... --.......... --...... -t ______ .._. _________ ...__J t!:l "' .. 5' X tO' (APPROX) ROAD -FULL DEPTH PATCH 160 s 0 REMOVE AND REPUICE SIDEWALK PER SDRSD G7 MATCH EXISTING (APPROX 5' X 15') OBS• IRED ROAD R/W 2' X 90' (APPROX) ROAD -FULL DEPTH PATCH V ROW,, R/W Slqn CAMINO VIDA ROBLE SMH'" ROAD R/W cone Cl) j / -~ REMOVE AND REPUICE CURB & GUTTER PER SDRSD G12 MATCH EXISTING (APPROX -75' LF) (Vt; A t 0' X 20' (AP OX) • tOi FH ROAD -FULL D PTH PATCH ~ I C'J;/.J .. , , ''1/ ,#4 /'TI I I I I . I CON T LIMIT C P.E. (/) w z ::J :::c u < ~ "AS EXP. W IEWED BY, _Ji~~ INSPECTOR BUILT" DATE it>-14.rl'/ DATE 7 i'\ "As BUil T" ., CTI[] CITY OF CARIBBAD ~ f \ -/ 3 ENGINEERING DEPARTMENT 4 -..;;:--IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY CAMINO VIDA ROBLE SHEET 2 OF 3 AP;~J.ED., JIIL~AM_J: J'~ ~_): 7-A5-03 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE OWN BY: PPM I PROJECT NO. I DRAWING NO . DAT£ INfTIAL DAT£ INITIAL DAT£ INITIAL CHKD BY: AS ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: RS 3887-C 405-7 121 Q03 I ....... I 7' X 140' (APPROX) ROAD -FULL DEPTH PATCH ROAD R/W ROAD~- / 7' X 70' (APPROX) REMOVE AND REPLACE CURB & GUTTER PER SDRSD G12 MATCH EXISTING (APPROX -35' LF) \ ROAD -FULL DEPTH PATCH PARSONS OFFICES IN PRINCIPAL CITIES 110 WEST "A" STREET -SUITE 1050 SAN DIEGO, CA 92101 -619.687.0400 TUE, JUN 24, 2003 m .. A POOS:1821 SHEET114 Lc\PROJECTS\741778\PAVE~ENT SHECT114.DWG X-REFS, COC-BOR.DWG, TOP05.DWG, X-CVR-ALJGN.DWG, XPAVE~ENTOVERLAY.DWG 9' X 80' (APPROX) ROAD -FULL DEPTH PATCH 0 20 40 CONG. DWY 5' X 15' (APPROX) HALF PANEL 1 O' X 150' (APPROX) REMOVE AND REPLACE CURB & GUTTER PER SDRSD G12 MATCH EXISTING (APPROX -35' LF) 7' X 70' (APPROX) ROAD -FULL DEPTH PATCH ROAD -FULL DEPTH PATCH BO 160 GRAPHIC SCALE REPLACE DWY APPRON 7' X 35' (APPROX) 7' X 70' (APPROX) ROAD -FULL DEPTH PATCH -==--=-"BIKE LANE" =-'0 RQ-..... ..___ -=W/ ARROW 1lYP) --:-~ ===-- ~---~4-.._ ~~~~ --~ w,:ff ROADR7w - REPLACE DWY APPRON 7' X 35' (APPROX) DATI INl11AL ENGINEER OF WORK TYPE IV (L) ARROW (TYP) TYPE VIII (MOD) ARROW (TYP) TYPE IV (R) ARROW (TYP) REVISION DESCRIPTION DATE INITIAL DATI INfTIAL OTHER APPROVAL CITY APPROVAL CONTRACT LIMIT I j' I (j I 1/ \ "AS BUILT" P.E. EXP. DATE REVIEWED BY: LOJ.l ! ..,, ~.jir 10,14-oq, INSPECTOR ' DATE IT[] CITY OF CARLSBAD rnTI 4 ENGINEERING DEPARTMENT 4 IMPROVEMENT PLANS FOR: INDUSTRIAL PARK PIPELINES PAVEMENT OVERLAY CAMINO VIDA ROBLE SHEET 3 OF 3 APPROVED_ WILLl~M t:. ~I~ ft{Wff"', e -••••L 7-AS--03 DPUTY Cl ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: PPM I PROJECT NO I DRAWING NO. CHKD BY: AS RVWD BY: RS 3887-C 405-7 C :: :E .S:.G') 0 :: .s=.. ...1,.0 .s:i,. 01 I ......