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HomeMy WebLinkAboutDWG 414-4; 3887H; ECR & CASSIA 18"/20" REC WTR TRANS MAINS; 01-22,, ' ,,l.i I I - ! I Ii .. 0 ' "' N ' N -,, - I-~ I-0 --' ~ "' 3c D ~ r "' 3c Qc ✓ • 0 ✓ "' :, Q 1; ✓ ' "' v ✓ ± -: ' ------- ' CONSTRUCTION PLANS FOR EL CAMINO REAL AND CASSIA ROAD 18"/20" RECYCLED WATER TRANSMISSION MAINS SUBMITTED BY: DANIEL BOYLE ENGINEERING PROJECT MANAGER: DANIEL G. SMITH R.C.E, 37682 DATE (EXPIRES DECEMBER 31, 2004) <CONTRACT NO. 38871-H) CCIP NO. 3887H) CSWRCB PROJECT NO. C-06·3903-220) CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA ' ,, ' BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT RAMONA FINNILA -VICE PRESIDENT ANN J. KULCHIN -DIRECTOR MATT HALL -DIRECTOR MARK PACKARD -DIRECTOR RAYMOND R. PATCHETT CITY MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR, ENGINEERING SERVICES GLENN PRUIM "AS BUil T" ~#b r.'~~.1n ..s-zJ,01 --- t ':: ' - -.. , ' DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING SERVICES I', IE-,ZfJ/2~ €XI'. ::, -3 /• /d 011re MARCH 2004 DANIElt dovte JH'11NEERINCI ~t'nsu/ting in~ineers 3142 Vis1a Way, Suite303 Oceanside, CA 92055 (760) 433-8710 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY. ENGINEER DATE G-1 ~ CITY OF CARLSBAD ~ 1---+------+------------,f----------+---+---+---I L_!_J ENGINEERING DEPARTh!ENT t__ggj l---+------+------------,f----------+---+---+-----1 El CAMINO REAL AND CASSIA ROAD 18"/20" RECYCLED WATER TRANSMISSION MAINS TITLE SHEET. APPROVED WILLIAMM ~ j:'.P MER l--l------1---------------+----+---l----!-~ ~-#-M,-,,,_ ~~,>•~ t«-9-~ l----t---+,.---...=,-,;.------------1--+---+:;-:::-c=!----==ai DEPUTY CITY ENGINEE PE 28176 EXP.3/31/06 DATE It\ A,5 L;J{JIL T ,;-t.'• ,bfJ. ,.,,i::O -JC ~ DWN BY: CADD I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MJR 3887H 414-4 OTHER APPROVAL CITY APPROVAL RVWD BY: DGS . DA TE INITIAL ENGINEER 01:. WORK REVISION DESCRIPTION ,, ! l 1 I I i ::, • ' ® Underground CONTRACTOR SHALL NOTIFY Service Alert UNDERGROUND SERVICE ALERT A Call, TOLL FREE MINIMUM OF 48 HOURS PRIOR TO 1_800_227_2000 BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES Ti~,~:~~~ g:)ls FOR FURTHER INFORMATION. R.C.E. 28176 EXP. 3/31 /06 c1e-1oe-011 o-e13 l . J \ , I ' J i i I i' I' I , !'" i I ' ' ' ' ' ' ' ! I ' I ,': '! 1 : I 1 ' "'< ' 10§16oi-l [____ -r---~• I , , : . ' I McCLELLAN PALOMAR AJRPORT J ORANG (~ COUNT ~ CAMP RIVERSIDE=--..--'-COUNTY ----7 ~ JOSEPH H. SAN ONOFR PENDLETON "", --u.s.M.c. ~ OCEANS! PROJECT VICINITY 76 SAN ESCONDIDO NATIONAL CITY 8 DIEGO ,,..--✓ I I I~ lz ___ 118 I I 79 COUNTY Ii ---- - -CALIFORNIA MEXICO I! I PALOMAR ___ _:;;;AGe:::UA __ \ AVJARA I -==i:l:::'.~J"--.PROJECT LOCATION I' f>. \.. 0 I-A f>. ~ '\...--::.-'\: -~-- VICINITY MAP LOCATION MAP NOT TO SCALE EXISTING PAVEMENT THICKNESS AT BORINGS LOCATIONS ITEM APPROXIMATE PIPE PAVEMENT STATION AND OFFSET THICKNESS (IN.J B-I 157•65. 10.7' RT. 9 B-2 150+54, 12.3' RT. 6 B-3 142• 75, 12.1' RT. 9 B-4 I34+3B, 13.7' RT. 5 B-5 126+73, 13.5' RT. 6 B-6 119+ 70, II.I' RT. 6 B-7 112+71, 12.3' RT. 6 B-B 107+70, 31.1' LT. 6 8-9 IOI+ 73, 25.2' LT. 8 B-I0 172+39, 22.9' LT. 5 SEE PLANS FOR BORINGS LOCATIONS .!! 1-<I l-o ~ "" " ~ N " 1- 11-------,,.....,.---"T""----~----, ;;; @ Underground o Service Alert / ~ Call: TOLL FREE ~' 1-800-227-2600 ;:. TWO WORKING DAYS ± BEFOllE YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CON~TRUCTION WORK. SEE GEfl'RAL NOTES FOR FURTHER INFORMATION. EXISTING PAVEMENT SECTION THICKNESS AT VARIOUS LOCATIONS ITEM APPROXIMATE PIPE PAVEMENT BASE STATION AND OFFSET THICKNESS (IN.J THICKNESS (IN.) a* 100•24, 31.0' LT. 6 8 15 * 106+27, 30.3' LT. 7 NIA 9* 107+84, ::,1.4• LT. 10 NIA 10 * 117+50, 11.9' RT. 6 6 1* 123+23, 11.9' RT. 6 6 II * 124+27, 11.4' RT. 6 6 12 * I25+8B, I1.B' RT. 6 5 13 * 135+94, 11.9' RT. 6 6 14 * 138+45, 11.9' RT. 6 6 21* 159+14, 16.0' RT. 4 NIA 49* 159+14, 87.0' RT. 8 NIA 37* 159+36, 46.4' RT. 15 NIA 19 * 160+22, 23.0' RT. 10 NIA 20* 160+36, II.I' RT. 12 12 52* 160+ 75, 6.0' RT. 14 12 51 * 162+05, 1.6' LT. 12 NIA 45* 170+52, 25.0' LT. 6 6 ,* 174+26, 26.0' LT. 6-314 6 2 ** 109+64, 4.4' RT. 6 NIA 4 ** 112+52, 21.5' RT. 6 NIA 5 ** 124+75, 37.0' LT. 12 NI I\ 8 ** 150+01, 61.0' RT. 6 NIA 12 ** 158+01, 22.7' RT. 4 NIA UTILITY TELEPHONE 16" FUEL TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE 6" WATER 16" FUEL 30" GAS 20" WATER 16" FUEL 12" WATER TELEPHONE TELEPHONE 16" FUEL 8" WATER 16" FUEL 16" FUEL ELECTRIC 20" WATER 16" FUEL SCALE: 1" • 1500' NEW RECYCLED WATER MAIN LINE "B" * ITEM NUMBERS CORRESPOND TO POTHOLE NUMBERS ON THE VACUUM EXTRACTION POTHOLE REPORT PREPARED BY AIRX UTILITY SURVEYORS, DATED JULY 21, 2000. **ITEM NUMBERS CORRESPOND TO POTHOLE NUMBERS ON THE VACUUM EXTRACTION POTHOLE REPORT PREPARED BY AIRX UTILITY SURVEYORS, DATED AUGUST 2B, 2003. ~, c~ -;-· f{_;',., ,; oan11, aavre 'ikGiNEERINQ Consulting Engineers 3142 Vista Way, Suita303 Oceanside, CA 92056 (760) 433-871 D NEW RECYCLED WATER MAIN LINE "A-2" NEW RECYCLED WATER MAIN LINE "A" 4 NEW RECYCLED WATER MAIN LINE • A-I" SYMBOL KEY RECYCLED WATER SHEET NUMBER SHEET INDEX MAP SCALE: 1" • 400' RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER R.C.E. 28176 DEPUTY CITY ENGINEER EXP. 3/31/06 \~ \ \1_ l -~ I \ \ )i,.\ I' I 1''111 I I J NEW RECYCLED WATER MAIN LINE "A-5" i----19 GATEWAY ROAD NEW RECYCLED WATER MAIN LINE "A-4" 8 TOWN GARDEN ROAD NEW RECYCLED WATER MAIN LINE "A-3" --0 6 SHEET NO. G-I G-2 2 G-3 3 C-I 4 C-2 5 C-3 6 C-4 7 C-5 8 C-6 9 C-7 10 C-8 II C-9 12 C-I0 13 C-11 14 T-1 15 T-2 16 T-3 17 T-4 18 T-5 19 T-6 20 T-7 21 T-8 22 SHEET INDEX DESCRIPTION TITLE SHEET VICINITY MAP, LOCATION MAP, SHEET INDEX MAP, SHEET INDEX AND PAVEMENT THICKNESS TABLES STANDARD SYMBOLS AND ABBREVIATIONS, PUBLIC AGENCIES AND UTILITIES, NOTES, REFERENCE DRAWINGS LIST, BASIS OF BEARINGS AND BENCH MARK PLAN AND PROFILE -20" RECYCLED WATER MAIN -LINE "A" -STA. I00+00.00 TO STA. 110+00.00 PLAN AND PROFILE -20" RECYCLED WATER MAIN -LINE "A" -STA. 110+00.00 TO STA. ll9+72.51 PLAN AND PROFILE -20" RECYCLED WATER MAIN -LINE "A" -STA. 119+72.51 TO STA. 130+00.00 PLAN AND PROFILE -20' RECYCLED WATER MAIN -LINE 'A' -STA. I30+00.00 TO STA. I40+00.00 PLAN AND PROFILE -20" RECYCLED WATER MAIN -LINE 'A' -STA. I40+00.00 TO STA. I5I+00.00 PLAN AND PROFILE -20" RECYCLED WATER MAIN -LINE "A" -STA. I5I+00.00 TO STA. 162•07.79 PLAN AND PROFILE -18" RECYCLED WATER MAIN -LINE •e• -STA. I70+00.00 TO STA. 174+97.33 RECYCLED WATER MAIN LATERAL PROFILES MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS TRAFFIC CONTROL PLANS KEY MAP AND CASSIA RD. W/0 EL CAMINO REAL TRAFFIC CONTROL PLANS EL CAMINO REAL CASSIA RD. TO STA. 109+00 TRAFFIC CONTROL PLANS EL CAMINO REAL CAMINO VIDA ROBLE TO STA. 110+00 TRAFFIC CONTROL PLANS EL CAMINO REAL AT CAMINO VIDA ROBLE TRAFFIC CONTROL PLANS EL CAMINO REAL AT LEGACY NORTHPOINTE NORTHERLY ENTRANCE TRAFFIC CONTROL PLANS EL CAMINO REAL PALOMAR AIRPORT RD. TO LEGACY NORTHPOINTE TRAFFIC CONTROL PLANS EL CAMINO REAL AT PALOMAR AIRPORT RD. TRAFFIC CONTROL PLANS EL CAMINO REAL AT PALOMAR AIRPORT RD. 1 ' AS BUil 1" ~d;,,,...; P.e.Z8(7C, INSPf!CTORI G-2 ~ CITY OF CARLSBAD I SH2EE2TS I ~====~====~==============================~=====~====~====~====: L_g_j ENGINEERING DEPARlMENT 1 /.19 l3UILT DATE DA TE INIT,AL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL 5-23· DATE INITIAL CITY APPROVAL EL CAMINO REAL AND CASSIA ROAD 18" /20" RECYCLED WATER T;RANSMISSION MAINS VICINITY MAP, LOCATION MAP, SHEET INDEX MAP, SHEET INDEX AND PAVEMENT THICKNESS T1BLES DEPUTY CITY ENGINEER PE 28176 EXP. 3 OWN BY: CAD□ PROJECT NO. CHKD BY: M.R 3887H RVWD BY: DGS I DRAWING NO. 414-4 I I I I I i, ,i ' ' i ::F '" ~ "' '" I-"' "' STANDARD SYMBOLS -----t----- ------RW------ ...... ,., "' ···-~ ' ' '"' '' ..... s ', ------FM------ .• E -----TC:c.E/AT&T----- -------Tv'------- -------G------- -------HPG----- ---------- - ~-----11 @)-----0 V 9-----o . . ======CJ ,--. .., -----~c ------ 1.---.., G CENTERLINE PROPOSED RECLAIMED WATER LINE • SIZE AS INDICATED EXISTING WATER LINE • SIZE AS INDICATED NEW WATER LINE PER CITY OF CARLSBAD DWG. NO. 394-1 EXISTING RECLAIMED WATER LINE -SIZE AS INDICATED EXISTING GRAVITY SEWER LINE -SIZE AS INDICATED EXISTING SEWER FORCE MAIN -SIZE AS INDICATED EXISTING STORM DRAIN -SIZE AS INDICATED EXISTING POWER CABLE EXISTING TELEPHONE CONDUIT I ATST EXISTING UNDERGROUND T.V. CABLE EXISTING UNDERGROUND FIBER OPTIC CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB AND GUTTER EXISTING EDGE OF PAVEMENT IE.P.J PROPOSED GATE VALVE EXISTING WATER VALVE PROPOSED BUTTERFLY VALVE EXISTING FIRE HYDRANT IF.H.J EXISTING WATER METER (W.M.I -SINGLE EXISTING WATER METER (W.MJ • DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE EXISTING AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED MANUAL AIR RELEASE VALVE EXISTING MANUAL AIR RELEASE VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED IRRIGATION SERVICE PROPOSED CATHODIC PROTECTION TEST STATION EXISTING CATHODIC PROTECTION TEST STATION EXISTING CATCH BASIN (C.B.J EXISTING MANHOLE IM,H.J EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE EXISTING TREE I c::: I EXISTING MEDIAN PLANTER @ DENOTES DETAIL NUMBER !PLAN a PROFILE SHEETS) C-X -~------DENOTES SHEET NUMBER !DETAIL SHEETS! @ DENOTES DETAIL NUMBER ON DETAIL SHEET C-X DENOTES SHEET NUMBER THAT DETAIL WAS REFERENCED ON --------------PROPOSED CATHODIC PROTECTION TEST STATIONS FOR DOMESTIC WATER MAIN ISEE CITY OF CARLSBAD DWG. NO. 394-IJ PUBLIC AGENCIES AND UTILITIES CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF 4B HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND PRIOR TO CONTACTING OTHER UTILITY AGENCIES LISTi:D BELOW !WITH THE EXCEPTION OF KINDER-MORGAN ENERGY PARTNERS L.P., SEE KINDER MORGAN NOTE NO. II UNDERGROUND SERVICE ALERT CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD IINSPECTIONJ ATST COX COMMUNICATIONS ADELPHIA KINDER-MORGAN ENERGY PARTNERS L.P. SBC TELEPHONE SAN DIEGO GAS a ELECTRIC VALLECITOS WATER DISTRICT (8001 227-2600 (7601 438-2722 (7601 602-2780 16191 673-3622 (7601 806-2033 (7601 438-77 41 16191 283-4813 (6191 574-4317 (6191 696-4141 (7601 744-0460 x250 0 AS BUIL1" .,M,?4,,.i1 ~t&V'-\ $·"23·<28 ~t------------,CT'"---------, ~ ® Underground o Service Alert P.I!. 2-8/7'-EXP. 3•3/,/IJ !/ATE ; :g Cal TOLL FREE S(lu/ 1-B00~227-2600 TWO WORKING DAYS ± 131;:FORE YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. ABAND AC ABBREVIATIONS oc _, ACC APPROX AWWA ABANDONED ASPHALT CONCRETE ACCOUNT APPROXIMATE AMERICAN WATER WORKS ASSOCIATION PE PO PSF PSI ON CENTER PLAIN END PUSH-ON POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT BC BFV CIP CL CMC CML CMWD CY DI DWG E EC E.C.R. FH FLG G GB HOPE HGL HOR ID INV IRRIG L LF L.P. LT MATRL MAX MILS MIN MJ N NGVD NO. BEGIN CURVE BUTTERFLY VALVE CAPITAL IMPROVEMENT PROJECT CLASS CEMENT MORTAR COATED CEMENT MORTAR LINED CARLSBAD MUNICIPAL WATER DISTRICT CUBIC YARDS DUCTILE l!?ON DRAWING EAST, ELECTRIC END CURVE EL CAMINO REAL FIRE HYDRANT FLANGE GAS GRADE BREAK HIGH DENSITY f'OL YETHYLENE HYDRAULIC GRADE LINE HORIZONTAL INSIDE DIAMETER INVERT IRRIGATION LENGTH LINEAL FEET LIMITED PARTNERSHIP LEFT TURN MATERIAL MAXIMUM MILLIMETERS MINIMUM MECHANICAL JOINT NORTH NATIONAL GEODETIC VERTICAL DATUM NUMBER PT PVC R RJ RT RW RWGV s SD SE SL ST STA STD STL T TELE TRANS TS TW TYP VAC VER w W/ WM X i 4 ,'.I. # POLYVINYL CHLORIDE IPIPEJ RADIUS RESTRAINED JOINT RIGHT TURN, RIN0 TITE RECYCLED WATER RESILIENT WEDGE GATE VALVE SLOPE, SOUTH, SEWER STORM DRAIN SAND EQUIVALENT STREET LIGHT STREET STATION STANDARD STEEL TANGENT TELEPHONE TRANSITION TRAFFIC SIGNAL TAPE WRAPPED TYPICAL VACUUM VERTICAL WEST, WATER WITH WATER METER BY CENTERLINE ANGLE DELTA NUMBER CMWD RECYCLED WATER NOTES I. ALL RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS • CARLSBAD MUNICIPAL WATER DISTRICT", LATEST EDITION. 2. THE TERMS "RECYCLED" AND "RECLAIMED" ARE USED INTERCHANGEABLY FOR THE PURPOSES OF THIS PROJECT. CMWD GENERAL NOTES I. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES, A PERMIT SHALL BE OBTAINED FROM THE CMWD OFFICE AND MUST BE SIONED AND APPROVED BY THE DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. 4. THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES CROSSING AND WITHIN FIVE (51 FEET PARALLEL TO THE PROPOSED FACILITIES BY POTHOLING PRIOR TO SHOP DRAWING SUBMITTAL. 5. TRENCH PLATES SHALL BE SET FLUSH IVIA GRINDING) WITH EXISTING AC PAVEMENT FOR CROSSINGS PERPENDICULAR TO TRAFFIC FLOW. 6. THE WORK INCLUDES CONNECTIONS TO RECYCLED WATER PIPELINES BY OTHERS AT THE FOLLOWING LOCATIONS: EL CAMINO REAL AT CAMINO VIDA ROBLE, EL CAMINO REAL AT TOWN GARDEN ROAD, EL CAMINO REAL AT GATEWAY ROAD, AND EL CAMINO REAL AT PALOMAR AIRPORT ROAD DEPENDING ON THE PROGRESS OF WORK BY OTHERS, THE CONTRACTOR SHALL EITHER LOCATE AND CONNECT TO AN EXISTING PIPE IF THE WORK BY OTHERS IS COMPLETED OR TEMPORARILY PLUG AND MARK THE LOCATION OF THE END OF PIPE 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 FEET OF CONNECTION POINT. 7. -CONTRACTOR SHALL TIE OUT ALL EXISTING MONUMENTATION THAT COULD BE AFFECTED BY CONSTRUCTION AND SHALL REPLACE IN KIND ANY MONUMENTS DAMAGED OR DESTROYED AS A RESULT OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL FILE PRE-CONSTRUCTION MONUMENT OF RECORD FOR ALL MONUMENTS THAT MAY BE IMPACTED BY CONSTRUCTION ACTIVITIES AND SHALL FILE POST-CONSTRUCTION MONUMENT OF RECORD FOR ALL THOSE MONUMENTS THAT WERE REPLACED. 8. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION AT 17601 438-3891. KINDER MORGAN NOTES I. NOTIFY KINDER MORGAN'S AREA MANAGER, MR. R.C. BISHOP AT 16191 283-4813 AT LEAST ONE WEEK PRIOR TO COMMENCEMENT OF WORK. 2. EXPOSE KINDER MORGAN"S PIPELINES BY HAND EXCAVATION AT POINT OF WATER TRANSMISSION FACILITY CROSSING PRIOR TO UTILIZING POWER EQUIPMENT. POTHOLES MUST BE PERFORMED IN THE PRESENCE OF A PIPELINE REPRESENTATIVE. 3. PROVIDE A MINIMUM OF TWENTY-FOUR (24) INCHES OF VERTICAL CLEARANCE AT CROSSING OF KINDER MORGAN'S PIPELINES, EXCEPT WHERE VARIATION IS NOTED ON PLANS. REFERENCE DRAWINGS LIST SHEET C-1 ELECTRIC, SDGBE MAP 346-16B6 FUEL, KINDER MORGAN MAP SECTION 126 SHEET 81, SECTION 122 SHEET 47 GAS: SDGBE MAP 59A-633 TV: COX (TCG) MAPS 1147, EI-F2-F4, SHEET 4 OF 10 TELEPHONE, PACIFIC BELL CARLSBAD SOUTH SHEET 302, CARLSBAD DB 1191 WATER AND RECYCLED WATER, CMWD DWGS. 86-109, 5118-6A, I59-17B, 91-301, 388-06 SHEET C-2 ELECTRIC: SDGBE MAP 346-1686 FUEL: KINDER MORGAN MAP SECTION 126 SHEET 81, SECTION 122 SHEET 47 GAS, SDG8E MAPS 59A-634 SEWER: SMCWD LAND OUTFALL INTERCEPTOR SEWER TV, COX tTCG) MAPS 1147, EI-F2-F4, SHEET 4 OF 10 TELEPHONE, PACIFIC BELL CARLSBAD SOUTH SHEET 302, CARLSBAD DB (191 WATER AND RECYCLED WATER: CMWD DWGS. 177-3, 5118-5A, 91-301 SHEET C-3 ELECTRIC: SDGaE MAP 348-1686 FUEL, KINDER MORGAN MAP SECTION 126 SHEET 80, SECTION 122 SHEET 47 GAS, SDGSE MAP 59A-635 TV, COX (TCGI MAPS 114 7, El-F2-F 4, SHEET 3 OF 10 TELEPHONE: PACIFIC BELL CARLSBAD SOUTH SHEET 300, ll27-E4 SHEETS 3 AND 4, CARLSBAD DB 1191 WATER: CMWD DWGS. 177-3, 5118-5A SHEET C-4 ELECTRIC: SDGaE MAP 348-1686 FUEL, KINDER MORGAN MAP SECTION 126 SHEET 80, SECTION 122 SHEET 46 GAS, SDGBE MAP 59A-636 TV: COX (TCGJ 1147, EI-F2-F4, SHEET 3 OF 10 TELEPHONE, PACIFIC BELL CARLSBAD SOUTH SHEET 204 WATER: CMWD DWGS. 177-3, 5118-4A SHEET C-5 FUEL: KINDER MORGAN MAP SECTION 126 SHEET 80, SECTION 122 SHEET 4ll GAS: SDGBE MAP 59A-640 TV: COX (TCGJ 1147, EI-F2-F4, SHEET 3 OF 10 TELEPHONE, PACIFIC BELL CARLSBAD SOUTH SHEET 204 WATER: CMWD DWGS. 724 7, 5118-4A SHEET C-6 FUEL, KINDER MORGAN MAP SECTION 126 SHEET 79, SECTION 122 SHEET 46 GAS: SDGBE MAP 59A-641 STORM DRAIN, CMWD DWG. 237-7 TV: COX tTCGJ 1147, El-F2-F4, SHEET 2 OF 10 TELEPHONE: PACIFIC BELL CARLSBAD SOUTH SHEET 206 WATER, CMWD DWGS. 7247, 5118-3A SHEET C-7 ELECTRIC: SDGBE MAP 346-1686 GAS: SDGBE MAP 59A-631 TELEPHONE: PACIFIC BELL CARLSBAD DB (19) WATER AND RECYCLED WATER, CMWD DWGS. 159-17B, 91-301, D-1436, 5118-7A, 354-9 BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN RUIS STATIONS Rl800 AND ROS 13868 PT. 3049, SAID BEARING BEING N20'33'26"E WITH THE FOLLOWING COORDINATES AND EPOCH DATE, Rl800: N1989141.550 E6250307.654 ROS 13868 PT. 3049: NI99259a464 E625I604.087 CCS 83, 1991.3:1 EPOCH BENCH MARK RUIS MONUMENT Rl800, STREET CENTERLINE STATION 308•76 BC ON CENTERLINE OF EL CAMINO REAL, 3.01 MILES NORTHERLY OF LA COSTA AVENUE. RECORD FROM RUIS MONUMENTS, ELEVATION■ 297.25' (1929 NGVDI G-3 l SH3EET I CITY OF CARLSBAD ~2 1----t----+----------------t-----t---+---+----t ENGINEERING DEPARTMENT ~ J------J--+-----------~-----11-----+--t-----+----l ::.;.,.t.:)t:·:r.:'.:., oeN•ie don• 1kcil1tEERINCI :·'i!;!.;,, _, '1.1''(. ~ --- Consulting Engineers 3142 Vista Way, Suite 303 Oceanside,CA 92056 (760)433-8710 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE EL CAMINO REAL AND CASSIA ROAD 18"/20" RECYCLED WATER TRANSMISSION MAINS STANDARD SYMBOLS AND ABBREVIATIONS, PUBLIC AGENCIES AND UTILITIES, NOTES, REFERENCE DRAWING LIST, BASIS OF BEARINGS' AND BENCH MARK 1----t----+----------------t-----t---+---+----t APPROVE!i WIL!--IA~-~x.,, > 1 t-.:;~=t=-~~Ll~~~c=========~t=:::t=::::::l~~~~~ ~TY CITY ENGINEER PE 28176 EXP. I-• /l\ AS 6UILT .5,?l•'2AI DWN BY: CADD I PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CRHVWKDD BBYY=.. DMGJRS 3887H ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I DRAWING NO. 414-4· ! : I . I I l ' J ' i l ' .; i . i I I - ' I------------················· ........ .. ' 320 100 CURVE DATA DESCRIPTION I:,_ R L <i_ STREET 66°03'56" 1500.00 1729,59 20" PIPELINE 23'34'14"' 1484.00 610.49 -$-DENOTES BORING LOCATION PER GEOTECHNICAL REPORT DATED MAY 22, 2000 PREPARED BY NINYO 8 MOORE. IOI T 975.33 309.62 102 103 STA. 103+35.00 INSTALL 20" BFV PER CMWD STD. DWG. NO. W17, 4" BLOWOFF PER CMWD STD. DWG. NO. WII ISi AND 2-2" AIR RELEASE AND VACUUM RELIEF ASSEMBLIES PER CMWD STD. DWG. NO. W7 IN) BEGIN CONSTRUCTION RIGHT-OF-WAY 20" RECYCLED WATER MAIN LINE "A" l<i: ST. STA. 260+20.08 7 104 (2\ Hi: ST. STA. 264+50.00 I \ r._,o I CAP EXISTING 12" PVC RECYCLED I 'Z.:/' WATERLINE 104-,70 ( EXISTING RAISED - MEDIAN SCALES 106 107 108 109 110 HGL 550 HORIZ, VERT, . 1"=40' 1"=4' ~ REMOVE 510± LF OF EXISTING 12" RECYCLED WATER MAIN AS REQUIRED TO INSTALL NEW RECYCLED WATER MAIN SEE CITY OF CARLSBAD DWG. NO. 394-1 FOR CONSTRUCTION OF 24" DOMESTIC WATER MAIN i ST. STA. 269+98.00 ~ N37"03'25"E SCALE: 1• = 40' CITY OF CARLSBAD ENGINEERING DEPARTMENT 04Te C-1 ~ ~ 09 1604 061008 I l I 310 300 i r t ' t ---1 SCALE: I" = 40' ll<D 0 0 0 0 +_ O• = (.) ) 111 BEGIN 112 CONSTRUCTION ~ 12" RECYCLED WATER MAIN LINE "A-I" / I \ i<,; ST. STA. 272+79.85 113 114 13\ 20" RECYCLED WATER ~LINE ,, A,, .1 APIV 300_ ..... . SCALES 116 117 118 119 120 HGL 550 HORIZ, VERT, MAIN 1"=40' 1"=4' STA. 117 +37.00 INSTALL 2" IRRIGATION SERVICE PER CMWD STD. DWG. NO. W4 (EXISTING ACC. #8517000) (2" WM #0060707725) MAINTAIN 10' CLEARANCE FROM DOMESTIC WATER LATERAL 1 EXISTING RAISED MEDIAN CURB AND GUTTER STREET CENTERLINE SIDEWALK ST A. 119+ 70.00 INSTALL I" IRRIGATION SERVICE PER CMWD STD. DWG. NO. W3 (EXISTING ACC. #8515750) (3/4" WM #0091000535) MAINTAIN 10' CLEARANCE FROM DOMESTIC WATER LATERAL (..) a, f ', __ .,', .... ~:i:~_r:-1 .· -:cu ---•-·" .1---------/ ;·--310----l······ ...... , ............ ________ -\_•·- /1. -~---··--•» I -----+H LaJ (.) 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ITV --~ _ __ .,., m , _ ,:,::,~ p ·n:~••r -z7-r,-o,:;r ·····z·1,::,1 i:n:r f ··.;276+00 / ... -----,---""------~7-¥+00"===~-\::::_ --·· .. --. ....,,.'-.... =1-rn:l--16 -\Jt.L ~ · --___,.,2.Z.9;t.O" I W w Cf)=-~ ,_--:.,,,,'::~' _;;;.~~~--i#=-------s~cti~h~= ""c;~I :~ -:; ________ ··-·-=-·-=·-··-........ ·~~-----= . .:::_:_:-.... ~------j --_ ,··--L-______ -.. -.. -_ .. :~--.--·-/ . -__ \-____ -_··_··_-_>'_:-'zn,.,,_· __ ~l _ __:lQ:fJ.lE' = ~ ~ 3 ~ ,.,.___ -~ ~ _/ -----tr--1, Fw , -,, ... _ ; ;i\l)r•'\ JI . i . ~-----"-,. ~ w Cf)~ ---<·· ---.io -:l~---)~ ---2()"W ---'~~---t'-. +-·-:; ·-····ifk\"------------•·---------__________ ,. __ -------------------2(Y'\N ----·-------· -----.. \~------·---·---.~~ --',-------20'V,/---W ~---\··•,a •------a-• .-_ _... ,m, I ~ . ' I,,! 4. 02•55•41• RT >~........ -------~----err::. P c;th \ ____ ,,____ -~-----_________ ______,-~ · i ~•;/ ,L~f INSTALL DI HIGH / ,,, ..... , ............. ---·---··--... --·--· · ···--· -·-·--~~ __ __,. ______ --·-·---.. ---..... EXISTIN<, 12" RECYLED / i .<? : 1 i['' DEFLECTION COUPLING / ~-WATER MAIN /0 " : / j..!/ /.--- 12" PVC RECYCLED WATER STA. O MAIN LINE "A-I", SEE SHEET INSTALL 4" BLOWOFF PER CMWD C-8 FOR PROFILE STD. DWG. NO. WII, LOCATE 'BLOWOFF RISER BEHIND SIDEWALK APIV 213-050-J 6 RIGHT-OF-WAY SEE CITY OF CARLSBAD DWG. NO. 394-1 FOR CONSTRUCTION OF 24" DOMESTIC WATER MAIN --7 <i 1- (/) ..: (/) ~ REVIENE[J ar, NOTE: I. ASTERISK SYMBOL (*) SHOWN IN PROFILE INDICATES EXISTING UTILITY DEPTH DETERMINED FROM VACUUM EXTRACTION POTHOLE INFORMATION FOR DESIGN PURPOSES ONLY. DEPTHS SHOWN ARE TAKEN FROM AIRX REPORT DATED JULY 21, 2000. CONTRACTOR IS RESPONSIBLE TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES. PROPOSED ROUTE FOR HIGHLINE. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL EXISTING RECYCLED WATER PUMP STATION, FOR CONNECTION OF HIGHLINE, SEE DETAIL W -$-DENOTES BORING LOCATION PER GEOTECHNICAL REPORT DATED MAY 22, 2000 PREPARED BY NINYO a MOORE. OF HIGHLINE OPERATION PRIOR TO INSTALLATION. ,-SEE APPROXIMATE STREET CENTERLINE STA. 261+00 @ C-2 "' ON SHEET C-I FOR CONTINUATION § f2\ t-----t--+-------------t~--t----+---+-----< I SH5EET I CITY OF CARLSBAD ~ : SEE DETAIL~ E L C AM IN O RE AL ~=='..'.:::==E=N=G=IN=E=ER=l=NG=D=E=P=A=RTM=E=N=T==::::..'.:~==2=~ ~ EL CAMINO REAL AND CASSIA ROAD 18" /20" ~ END CONSTRUCTION RECYCLED WATER TRANSMISSION MAINS ~ 12" RECYCLED WATER MAIN LINE "A-I" PLAN AND PROFILE "5 STA. I+43.5t ES 20" RECYCLED WATER MAIN -LINE "A" • ?1'-0F S10,i, i CONNECT TO EXISTING 12" RECYCLED 4i' ,sL G. s'~ <"-RECORD DRAWINGS STA. 110+00.00 TO STA. ll9+72.5I 11---------.-----------, WATER MAIN f <>:. 0 -37~ / ~~ DflNIEL BOYLE ENGINEERING APPROVEO BY A&.#r ~~uA:,En~~:,.,., /24-,..j ~ ® Underground CONTRACTOR SHALL NOTIFY "' e,p.12/31/04 lti DEPUTY CITY ENGINEEifW28176 EXP. 3/31/06 DAW I "' -Service Alert UNDERGROUND SERVICE ALERT A >t -1< Consulting Engineers ll\ ,4S tJtJ/L T S-1.3 -"4 :"-~ ~~~~~.~~;-2':~E M~~:~,No; :i/gg~~T~~1g~,o~o ~lt i~~,,~" Ocean!J!\v;.st;i'f;';l· W~13fi3--8710 WILLIAM E. PLUMMER R.C.E. 28176 DATE DATE INlllAL REVISION DESCRIPTION t---DA_T_E~_,_N_1T_1A_L+_D_A_TE_~1_N_rn_A_L--1 '-'g-'-~'-K'-'N D"-B B='Y-'-~:~-=~=CM:A~;::~ ~---P-R_◊_J_E_C_T_N_◊_--~I D4R1AWl4N~ N40. WORK. SEE GENERAL NOTES DEPUTY CITY ENGINEER EXP. 3/31 /06 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: DGS 388 7H . :;;L_.== ___ rw.:BE:;:oF~~~~;.•~~,.2~~g!;:~v:..s.l_!F~o:R~F:u:R~T~H~ER~1N:F~o:R~M~A~T~10:N~--L ______________________________________________________________________ _::====================~=================================================================================~ 09160~ 061008 0 0, ~ 0 cc -.i:::.. N ....l. N .i:::,. I .i:::.. I- <( t-o -' CL ' ' i I ! ----l----+--t: -- t J i i ' ' ' l i·· -" , 1 1-----r-----1 ----... ------+-- + t ,320 ·-· ,,, .. 310 I---------------· SCALE, I" 120 = 40' I STA. I20+47.00 INSTALL 2-2" AIR RELEASE AND VACUUM RELIEF ASSEMBLIES PER CMWD STD. DWG. NO. W7, LOCATE RISERS BEHIND SIDEWALK 3 \ 20" '~LINE 121 RECYCLED WATER ,, A,, 122 MAIN 123 124 10" PVC RECYCLED WATER MAIN LINE "A-2", SEE SHEET C-8 FOR PROFILE HORIZ: VERT: 1"=40' 1"=4' END CONSTRUCTION 10" RECYCLED WATER MAIN LINE STA. 1+43.08 "A-2"(5\ APIY 213-030-JJ EDGE OF PAVEMENT STREET CENTERLINE RIGHT-OF-WAY N08"09'05"E ST A. 127 + 70.00 INSTALL 2" IRRIGATION SERVICE PER CMWD STD. DWG. NO. W4 (EXISTING ACC. #85009101 12" WM #0001324826) MAINTAIN 10" CLEARANCE FROM DOMESTIC WATER LATERAL 550 ,$, DENOTES BORING LOCATION PER GEOTECHNICAL REPORT DATED MAY 22, 2000 PREPARED BY NINYO a MOORE. "A 5 BUil T" ~4~.:z:::G&z,"!- P. E 2$17(,,,. E)(P. 3,-,,-/Q DATE NOTE: I. ASTERISK SYMBOL l*l SHOWN IN PROFILE INDICATES EXISTING UTILITY DEPTH DETERMINED FROM VACUUM EXTRACTION POTHOLE INFORMATION FOR DESIGN PURPOSES ONLY. DEPTHS SHOWN ARE TAKEN FROM AIRX REPORT DATED JULY 21, 2000. CONTRACTOR IS RESPONSIBLE TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES. 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I 1 j 1-j ---C ' _,; ==; ,,._. ---='-~ i --f 4 0 -~ _:__ --___ ;_-_-_+f------~;:"'-1 ---+~-+-._,,,._-!--~ ·-·:··---oc=+--L . ·-1 '. ! T=~1 -! f ' t __ ; g > f I 1-: ~I 4 l ,-~l ~ L-+ ': l : + r j + ; l -~-r ,-I·:-=-:= ~ l i 1 ,-r_'. ~ ·-----~ T . -~-1--t=i-1 -f _l_ f---~ f :~~'.--]-~:~ ~j 17 ; r r~ ~}-~ ~-Lt;:~f~~l~i ~ z:1-~1·--:=-~~-~I ~-{ I p~;=r j~ )~q~ ;;~~=i~·L ~=+ I~~ 1 r -,--!=_ '. ! ---'-·------j- !, : l + --; -~ ---=;~f--~---'.-+-;-' i r _j ;-I i i i r.~ t~r=r-C •• ~ ~~f ; i -: :--t-1-r j :-t r--: ~ l i : ~~--.--~ 1~5 l -r=~ i= f C ~-:-I~ l -1 r . . -_::'.~-~-~ .. : r r-J--t=r-~ 119~1 f-. J~=-1-1=:} i-:> T ~t-~1--F -1-I -~~ -1 i ~4 F t_:f ! I 1 : ·1 : rn= r-; l z SCALE: I" = 40' Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 130 131 DENOTES BORING LOCATION PER GE0TECHNICAL REPORT DATED MAY 22, 2000 PREPARED BY NINY0 8 MOORE. I u I- <[ ~ CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. EXISTING STRIPING, SEE - TRAFFIC CONTROL PLANS ITYP.) c,- A PIY 2 13-050-22 STA. I31+80.00 INSTALL 20" BFV PER CMWD STD. DWG. NO. WI7, 4" BL0W0FF PER CMWD STD. DWG. NO. WI! (SJ AND 2-2" AIR RELEASE AND VACUUM RELIEF ASSEMBLIES PER CMWD STD. DWG. NO. W7 INI "AS REVIEWEO By, w,~ ..... /!{SPECTOR BUil T" 132 133 134 SCALES 136 HORIZ: 1"=40' VERT: 1"=4' ~ 20" I 3 1 RECYCLED WATER MAIN 1 C-I0 / LINE ,, A,, DIITE \ l \ \ A PJ\/ 21 3 -030-1 J SEE CITY OF CARLSBAD DWG. NO. 394-1 FOR C0NSTPUCTI0N OF 24" DOMESTIC WATER MAIN APIV 213-050-J J SIDEWALK CURB AND GUTTER RIGHT-OF-WAY PROPOSED STREET IMPROVEMENTS PER CITY OF CARLSBAD DWG. NO . 400-8G EL CAMINO REAL DANIEL BOYLE ENGINEERING Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 060) 433-8710 RECORD DRAWINGS APPROVED B Y WILLI A M E. PLUMM ER DEP UTY CI TY ENGINEE R R.C.E. 28176 EXP. 3/31 /06 137 138 139 140 HGL 550 STA. 135+92.00 INSTALL 2" IRRIGATION SERVICE PER CMWD STD. DWG. NO. W4 (EXISTING ACC. #8500650) 12" WM #0001522265) MAINTAIN 10' CLEARANCE FROM DOMESTIC WATER LATERAL I <t ST. STA. 298+86.30 EL CAMIN O REA L RIGHT-OF-WAY /1\ /15 BUILT DATE INITIAL I LEGACY NORTHPOINTE SOUTHERLY ENTRANCE DATE INITIAL DATE ENGINEER OF WOR K RE VISI ON DESCRIPTIO N OTHER APPROVAL BEGIN CONSTRUCTION 12" RECYCLED WATER MAIN LINE "A-3" i(j; ST. STA. 299+00.30 I STA. 1+00.00 LINE "A-3" = STA. 138+77.83 LINE "A" INSTAL 20"xl2" FLG DI TEE AND CONCRETE THRUST BLOCK, 2-20" FLG BFV PER CMWD STD. DWG. NO. Wl7 IN,S), 2-20" FLGxPUSH-0N ADAPTERS IN,S), 1-12" RWGV IE), 1-12" FLGxPUSH-0N ADAPTER (El, 4" BL0W0FF ASSEMBLY PER CMWD STD. DWG. NO. WI! (SI AND 3-2" AIR RELEASE AND VACUUM RELIEF ASSEMBLIES PER CMWD STD. DWG. NO. W7 12-N, I-El N 1990145.7543 E 6250424.2185 . 1-<r w 1-w Cl) I w (/) Zw _JW (/) LINE "A-3", 12" RECYCLED WATER MAIN AND GATE VALVE PER CITY OF CARLSBAD DWG. NO. 400-8G .<;-7~-o • .i!!lft DATE IN ITIAL Cl TY APPROVAL C-4 fSHFi7 CITY OF CARLSBAD I SH2E2ETS I L__I_j ENGINEERING DEPARTMENT EL CAMINO REAL AND CASSIA ROAD 18" /20" RECYCLED WATER TRANSMISSION MAINS PLAN AND PROFILE 20• RECYCLED WATER MAIN -LINE "A" STA. I30+00.00 TO STA. 140+00.00 APPROVED WILLI AM E. f'l.lJM~ER ,b,?,~7/ ~ '-· //~ DEPUTY CI TY ENGINEEF PE 28176 EXP. G--9-Cl,f- 3 /31 /06 DATE DWN BY: CADD CHKD BY: ~M~J"'R~ RVWD BY: OGS PROJECT NO. 3887H I DR AWING NO. 414-4 09160 4 0610 08 0 ""~ 0 (Q --+, .i::,. I\.) ~ I\.) .i::,. I .i::,. I i 'I I L 140 141 142 z /3\20" RECYCLED WATER >-<1 SCALE: I" = 40' PROPOSED STREET IMPROVEMENTS PER CITY OF CARLSBAD DWG. NO. 400-SG ~LINE "A" CURB AND GUTTER APJV 213-030-J Ei SEE CITY OF CARLSBAD DWG. NO. 394-1 FOR CONSTRUCTION OF 24" DOMESTIC WATER MAIN CURVE DATA DESCRIPTION l:,. R L T >-0 _, o._ t STREET 07°08'35" 2000.00 249.34 124.83 "' 3 0 ,6 >-I V, 3 "' / "' 0 / "' 0 / 20" PIPELINE 07°08'35" 1973.00 245.97 -$-DENOTES BORING LOCATION PER GEOTECHNICAL REPORT DATED MAY 22, 2000 PREPARED BY NINYO 8 MOORE. '°1-------------....--------------, ~ @ Underground i" -Service Alert ~ Call: TOLL FREE , ~ 1-800-227-2600 0.... TWO WORKING DAYS CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. 123.15 143 MAIN RIGHT-OF-WAY NOTE: 144 145 STA. 144+94.00 INSTALL I" IRRIGATION SERVICE PER CMWD STD. DWG. NO. W3 \EXISTING ACC. #8500570) 15/8" WM #0046452839) MAINTAIN 10' CLEARANCE FROM DOMESTIC WATER LATERAL SCALES HORJZ: VERT: STA. 144+92.00 1"=40' )":4' INSTALL I" IRRIGATION SERVICE PER CMWD STD. DWG. NO. W3 (EXISTING ACC. #8500567) (I" WM #004826757) MAINTAIN 10' CLEARANCE FROM DOMESTIC WATER LATERAL 147 I. ASTERISK SYMBOL (*I SHOWN IN PROFILE INDICATES EXISTING UTILITY DEPTH DETERMINED FROM VACUUM EXTRACTION POTHOLE :NFORMATION FOR DESIGN PURPOSES ONLY. DEPTHS SHOWN ARE TAKEN FROM AIRX REPORT DATED JULY 21, 2000. CONTRACTOR IS RESPONSIBLE TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES. EL CAMINO REAL DANIEL BOYLE ENGINEERING Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3 /31 /06 DATE 148 DATE 149 STA. 149+20.00 INSTALL I" IRRIGATION SERVICE PER CMWD STD. DWG. NO. W3 \EXISTING ACC. #8500503) II" WM #0048026758) MAINTAIN 10' CLEARANCE FROM DOMESTIC WATER LATERAL CAUTION!! CONTRACTOR SHALL USE EXTREME CAUTION DURING CONSTRUCTION NEAR EXISTING GAS LINE /1\ .4S B!Jlf.T INITIAL ENGINEER OF WORK REVISION DESCRIPTION 150 DATE INITIAL OTHER APPROVAL 151 HGL 550 BEGIN CONSTRUCTION 30" RECYCLED WATER MAIN LINE "A-4" IC. ST. STA. 310+24.16 /3\ DATE INITIAL CITY APPROVAL <t ST. STA. 310+34.40 EL CAMINO REAL ss5•22•5o•E 30" RECYCLED WATER MAIN PER CITY OF CARLSBAD OWG. NO. 405-8B ,S-23-09- DATE OAT£ C-5 CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT EL CAMINO REAL AND CASSIA ROAD 18" /20" RECYCLED WATER TRANSMISSION MAINS PLAN AND PROFILE 20" RECYCLED WATER MAIN -LINE "A" STA. 140+00.00 TO STA. I51+00.00 APPROVED WILLIAM ~MMER ~~.?~ 7""., ,,,, J.7-L-- DEPUTY CITY ENGINEER PE 28176 EXP. DWN BY: GADD PROJECT NO. CHKD BY: ~M=J=R-3887H <;,-9-M 3/31 /06 DATE 414-4 RVWD BY: DGS I DRAWING NO. ~-----------~ / BEFORE YOU DIG "''-------------'-----------..L.-------------------------------------------------------------------------------------------------------------------------------------------------------------------' 091604 061008 0 CX) :E 0 cc -.j:::,.. I\.) ~ I\.) .j:::,.. I .j:::,.. I >-st >-0 J [L 295 ® ® NOTE: DESCRIPTION t. STREET 20" PIPELINE I. ASTERISK SYMBOL l*I SHOWN IN PROFILE INDICATES EXISTING UTILITY DEPTH DETERMINED FROM VACUUM EXTRACTION POTHOLE INFORMATION FOR DESIGN PURPOSES ONLY. DEPTHS SHOWN ARE TAKEN FROM AIRX REPORT DATED JULY 21, 2000. CONTRACTOR IS RESPONSIBLE TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES. ~ @ Underground :" -Service Alert ~ Call: TOLL FREE , ~ 1-800-227-2600 a.. TWO WORKING DAYS CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. 151 152 ~ DENOTES BORING LOCATION PER GEOTECHNICAL REPORT DATED MAY 22, 2000 PREPARED BY NINYO a MOORE. "AS BU!L T" ,/4a'&, :. L;~,n.-. PE. 2f)t?? EXP 2-"3 /• /t> REVIEWED BY, /N5PECTOR 153 154 155 EL CAMINO REAL DANIEL BOYLE ENGINEEltlNG Consulting Engineers 3142 Vista Way, Sune303 Oceanside, CA 92056 (760) 433-8710 29§_ SCALES 157 158 159 160 161 162 HGL 550 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31 /06 DATE C-6 1---+------l------------+---+---+---+-__, I SH9EET I CITY OF CARLSBAD I SH2E2ETS I ~==::'...'::::==:::::E=N::::Gl=N::::E=ER=l=NG=:::::D=E=P=A=RTM:=E::::N=T==:::..'::==~ EL CAMINO REAL AND CASSIA ROAD 18" /20" RECYCLED WATER TRANSMISSION MAINS PLAN AND PROFILE 11\ /IS BUILT DATE INl11AL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 20" RECYCLED WATER MAIN -LINE "A" STA. 151+00.00 TO STA. 162+07.79 APPROVED WILLIAM E_ELUMMER /,;7,.7/4 /_ ~~-:,....._-~ t;-9-()4 DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/06 DATE DWN BY: CA□g CHKD BY: ~M~J~R_ RVWD BY: DGS PROJECT NO. 3887H I DRAWING NO. 414-4 ,;'. BEFORE YOU DIG I._ __________ _. ___________ _._ _____ .._ _____________________ .._ ______________________________________________________________________________________________________________________________________ _. 091604 061008 0 .. 0 ,. .. I ~ .. 0: / ,c, 0 / "' Q / ::: ~:. 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'-! r f ~ '-i i -~-f -; '-i--i -r_1-=i-+-=:=..-:-r~~J=~t===-:: r==r=~~l~tl~636~~DO,MEfT11--1:A:rr~=-r -1 -! cl! ---1---f--·-·l----JI ! Li ' ~i 1~_;~3 'i_.·-----· -j ,--f 1-~r-~1-~'~{~~~~:y~~~1lz__j :---: ! ! i :, :: ~{·01-1 ~ _j t--r 1--+-[ _______ :~:·:_-_t ___ -·; ··t-::~l·-_JJ: .. ·::·:·-_~:::I. :;:::;;_~;-_ 1-=r t_ ••• _-+i __ :r_-__ ::_) __ :,~=-_ I + ' 1:.;. -- _; ! -, -J-----L__ + -=f: -f I ·, , I , I ' i • 1 ~ r , 1 I . .. .• · ! "' ! I -,-1 ··:,:--1----::-;i ;" -j:::·· --f... .-, -;--_j -l----/ -~· ----!-·-+---l• . -J , SCALE, 1• = 40' -$-DENOTES BORING LOCATION PER GEOTECHNICAL REPORT DATED MAY 22, 2000 PREPARED BY NINYO S MOORE. BEGIN CONSTRUCTION 18" RECYCLED WATER MAIN LINE "B" l!t ST. STA. 260+21. 72 STA. 170+00.00 LINE "B" =ST A. 100+00.00 LINE "A" N 1986681.4041 E 6248905.9083 I A PJY 215-021~05 SEE DETAILW ~ J 20" PVC RECYCLED MAIN LINE "A" WATER-~ - ~\PJY 21 5 -021-0 J I I 170 EL CAMINO REAL SEE SHEET C-1 171 N76'29'5B"W 172 ST A. 170+03.88 INST ALL 18" FLGxTR-FLEX 11-1/4° DI BEND AND RESTRAINED JOINTS I~ ST. STA. 260+0l.90 I EL CAMI NO REAL CAUTION!! \__ SCALES HORIZ: VERT: l":40' 1"=4' 18" RECYCLED LINE ,, B,, 174 175 WATER MAINa\ ~ N89"32'23"W STA. 17 4+ 71.00 INSTALL NEW 2" RECYCLED WATER SERVICE PER CMWD STD. DWG. NO. W4 AND CONNECT TO EXISTING METER AFTER TESTING IS COMPLETED STA. 174+77.33 4 01°00'00" LT N 1986688.1119 E 6248428. 7336 REMOVE EXISTING VALVE CAN {RIGHT-OF-WAY --W-r--1 EXISTING I,_____ I STRIPING END CONSTRUCTION 18" RECYCLED WATER MAIN LINE "B" .r:;---..,3 STA. l74+97.33 / ~ \ ''AS BUILT" ~6,=---;' 64,M-'-1..-S-23-,r;S PE 2 /fJ/76 EXP 3-3/•/,::1 047€ HGL 550 CONTRACTOR SHALL USE EXTREME CAUTION DURING CONSTRUCTION NEAR EXISTING FUEL AND GAS LINES STA. 173+62. 73 4 01'00'00" RT N 1986685.1915 REMOVE AND REPLACE EXISTING CURB, GUTTER AND SIDEWALK AS REQUIRED TO INSTALL NEW PIPE CONNECT TO EXISTING 18" RECYCLED \ C-9 / WATER MAIN ~ OATc C-7 E 6248543.2938 CASSIA ROAD DANIEL BOYLE ENGINEEltlNCI RE CO RD DRAWIN GS APPROVED BY ~ CITY OF CARLSBAD I SH2EE2TS I 1----+-----,-----------------+---+-----,f------,c------l LlQ__j ENGINEER! NG DEPARlMEN T t------+-----t-------------------------+----+----+-----+------< EL CAMINO REAL AND CASSIA ROAD 18" /20" RECYCLED WATER TRANSMISSION MAINS PLAN AND PROFILE 18" RECYCLED WATER MAIN -LINE "B" STA. 170+00.00 TO STA. 174+97.33 ~1-------------"T-------------, ✓".¥-<4.,-~ " ·; ........ ~-9-0-f APPROVED WILLIA~ E~MER DEPUTY CITY ENGINEE4¼176 EXP . 3 /31 /06 DATE '.; ® Underground i" -Service Alert :;; Call: TOLL FREE , ~ 1-800-227-2600 o. TWO WORKING DAYS CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. Consulting Engineers 3142 Vista Way, Suite303 Oceanside, CA 92056 (760) 433·8710 WI LLIAM E. PLU MMER DEPUTY CI TY ENGINEER R.C.E. 28176 EXP. 3/31 /06 DATE DATE INITIA L EN GINEER OF WORK /2\ 48 8t//lT RE VI SI ON DESCRIPTION DATE INITI AL r::;. 7>, fl.i_ DATE 7 INlllAL OTHER APPROVAL CITY APPROVAL DWN BY: GADD PROJECT NO. I DRAWING NO. ~~08 ~~• ~~: 3887H _ 414-4 / BEFORE YOU DIG r._ __________ _. ___________ ..._ __________________________________________________________________________________________________________________________________________________________________ ..1 0916 04 , 061 ODS ---' -------, ___ . - t- <l t-o ~ n_ "' ;: 0 <ri t-r u; ---+-----,- I -+ l ~1--------------------------~ ~ @ Underground ';? -Service Alert :g Call: TOLL FREE ~ 1-800-227-2600 U TWO WORKING DAYS CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. DANIEL BOYLE ENGINEERING Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 "AS BUil T'' 'r; S-2.3· 02 P.E 2f3L7Ct eXP. 3-3 t-/o RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31 /06 DATE DATE +------ C-8 ~ CITY OF CARLSBAD ~ t-------1------t-------------------1----+---t-----+----1 LJLj ENGINEERING DEPARTMENT ~ :====:::'.:...:=:========:::::'....'.:::=~ EL CAMINO REAL AND CASSIA ROAD 18" /20" 1 .4S 81//LT OATE INITIAL DATE INITIAL DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RECYCLED WATER TRANSMISSION MAINS RECYCLED WATER MAIN LATERAL PROFILES APPROVED WILLIAM ~UMMER A:J-&e , --11: ½it -~ ~ DEPUTY CITY ENGINEY PE 28176 EXP. 3 DWN BY: GADD PROJECT NO. CHKD BY: MJR RVWD BY: DGS 3887H tA-9--04 31 06 DATE I DRAWING NO. 414-4 _,,, BEFORE YOU DIG r._ ____________ _. _____________ .._ ___________________________________________________________________________________________________________________________________________________________________________________________ • 091604 061008 \ ' ' ' ' ' 18" FLGxTR-FLEX DI \ HORIZONTAL 11-1/ 4" \ \ ' ' ' • ' • ' ' BEND \ ..,_'i,--\--r; TWO LAYER POLYETHYLENEN WRAP (TYP.I ', ,, ) ' ' ' ' I • ' ' • • I ~,-=L~ :::::::E~ L~ ' LI 2O"xl8" FLG DI ECCENTRIC REDUCER (TOP FLAD I \_-·-·----·-- STA. 1OO+OO.OO LINE "A" • STA. I7O+OO.OO LINE "B" ' ' PLAN \ \ \ \ 18' DI WATER MAIN WITH RESTRAINED JOINTS, SEE SHEET C-7 FOR CONTINUATION 20" MJ PVC RESTRAINT, EBBA-IRON MODEL 2OOOPV OR EQUAL 20" PVC RECYCLED WATER MAIN, SEE SHEET C-1 FOR CONTINUATION ; 20 FEET t>I" : 20• t!L --k '\.L-~ -+ll--ll-ii---.<-20' Ff'C 12" MJ END CAP WITH CORROSION OVERWRAP REMOVE EXISTING 12" PIPE, VALVES AND THRUST BLOCKS 1----12" PVC RECYCLED WATER MAIN, SEE SHEET C-2 FOR ~I CONTINUATION OF PLAN VIEW ,o AND SHEET C-8, LINE "A-1" \ -~--) FOR PROFILE -~ m I / IT1 ,~ //---, 1~11 1,i 1,nr:----, -------flnr-1 l.s-i.1111. ---1J-~i,,,IJII,. _ _ /,, _., 111 1 I :\'S-f 11 7 l '-':,, 1111; ''.: • 111 I j _li-_ JII. ,,,, ___ .lJ, ______ ,,l_ I . ll W l _ _Jl.lU ,1u --, REMOVE EX,STING F ;= :j= =\ '3 -·-,; ---=-=-==::::=" ., "' <Ii 12:....PJPING -?./l"A1all1.Ul/tJ.i .f'f'C _) _ ___,_ _ ~ 2/J..' AlfGALQtl EMJ;.l. 1 1 2tJ•NJ stce[le ~ --~ ~:STING 20" ABANDONED DOMESTIC WATER MAIN 20" FLGxMJ DI 90" BEND IWITH RESTRAINED JOINTS) --'--------'-----+-f------ STA. 1•43.5• I I I ~lJ EXISTING 12" PVC J ! WATER MAIN TO ,t REMAIN IN SERVICE "' 12" PVC REPAIR COUPLING, CERTAINTEED OR APPROVED EQUAL !LINE "A" PIPE STA. 112+ 71.00) PLAN CONNECTION AT CASSIA ROAD AND EL CAMINO REAL RECYCLED WATER INTERTIE SCALE, 1/2" = 1'-O• 20" PVC RECYCLED WATER MAIN LINE "A•, SEE SHEET C-5 FOR CONTINUATION NOT TO SCALE ST. STA. 310+24.16 STA. 1•00.00 LINE "A-4" • STA. 149•99.70 LINE "A" 20" MJ PVC RESTRAINT, EBBA-IRON MODEL 2OOOPV OR EQUAL 18" FLEXIBLE COUPLING CAP EXISTING 12" WATER MAIN ( I ABANDON IN PLACE EXISTING 12" WATER MAIN <!) z z--<[ 8'MIN. I I \;;:E l:: -t J ~ a:: ·" -w !!., REMOVE EXISTING (-, w> ; 11-; BLIND FLANGE AND -1 "",-: THRUST ~~:K1 ,--L--~--Lj, I !-., i DISHED HEAD FOR TESTING PURPOSES 30' CML/TW/CMC STEEL---' WATER MAIN, SEE SHEET C-5 FOR CONTINUATION G ---~ i )-"'.-: ____ ,L. r--· --7 •~-1 .,--~--4 I l 1; ~--"-r/1 111 I: 1------=._...,_REMOVE BULKHEAD--+-- 111 1: 18' C!I()() 1,1•01 111 11-kir,c____,=,._ ---Ht--ttf---=--=--__.,.__, ' 111 1: . ' ' . '.:=-lzltc=lli· r---''( '--;~~ 111+=-b::-:_,::, __ ..!.wl..L· -,---,c. _...!., ,1-t-..u.~-----lf.lL-ic-4+------'..,~ BUTT-STRAP PER -- ~-----'.J ~ _, .--•·--' --DETAIL@ II-I --+----ll EXISTING 18" PVC C-1O I 18" FLANGE WATER MAIN TO .,,, ~ I COUPLING IO' REMAIN IN SERVICE ~ ~ I ADAPTER 1-4---'t---~'------------',~---.-I ~~ I z D TWO LAYER POLYETHYLENE 18" AWWA C9O5 WRAP (TYP.I I I '---30" CML/TW/CMC STEE;L PVC SPOOL (CL 1651 I t I WATER MAIN PER CITY !APPROX. 10' LONG) I I OF CARLSBAD DWG. NO. 18' PVC RECYCLED WATER '74•97·33 l-~ ) 4 0S- 8 B MAIN, SEE SHEET C-7 FOR , __ ... ...--- CONTINUATION PLANI (LINE "A" PIPE STA. 149+99.70) PLAN CONNECTION AT CASSIA ROAD WEST OF NICOLIA DRIVE CONNECTION AT GATEWAY ROAD SCALE, 1/2" • r-o· SCALE, 1/2' = 1'-0" -J, ""J, ""' t, "" 1,-- r------, ,:------, r:--LS;,;;.±J:.:j:.i.±.::.·:::,i-1 L ______________ _I L_________ ___________ _ ________ I ' ' ADDITIONAL BARS AT OPENING.: 1/2 THE AREA OF REINFORCING CUT IN THAT DIRECTION (TYP.) TWO LAYER POLYETHYLENE WRAP (TYP.) 4" BLOWOFF ASSEMBLY PE' CMWD STD. DWG. NO. WN I 6'-0" ITYPJ A I I r I I C- . ' , • . ' ' ' r-· -------------· -----------------1 • , r------J 1,_ __ :.., ' ' ' ' ' ' r" ' • r 0 • 2' AIR RELEASE AND VACUUM RELIEF ASSEMBLY Pl::R CMWD STD. OWG, NO. WT ----, --. ----, --, ______ .,_ A NORMAL SPECIFIED BARS ITYP.I to .; I \.. C-5 .J 3000 PSI CLASS "A" CONCRETE POURED AGAINST UNDISTURBED . SOIL l ____ i B......-J NO. 5 BARS AT 8" O.C. EACH WAY. TWO MAT!., ONE ON EACH SIDE OF THRUST RING BEND REINFORCING STEEL AS REQUIRED AT CONSTRUCTION JOINTS OR OTHER OBSTRUCTIONS "AS BUil T" -~,<2 • .!' 1--<( 1--0 ii " " 0 ~ ~ " I--~ 1----------,----------, ~ ® Underground o Service Alert ✓ t Calh TOLL FREE I("! , 1-800-.227-2800 U TWO WORKING OAVS <. BEFORE YOU DIG r CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING. ANY CONSTRUCTION WORK. SEE GEtERAL NOTES FOR FURTHER INFORMATION, TRENCH LIMITS ITYP.I PLAN 30' CML/TW/CMC STEEL RECYCLED WATER MAIN LINE • A-4", SEE SHEET C-5 FOR CONTINUATION NOTE: SECTION A-A I. SEE SHEET c-, FOR LIST OF MATERIALS USED AT THIS CONNECTION. LINE "A-4" CONNECTION TO LINE "A" '5" SCALE, 1/2" • 1'-0" ' Co~sultili~"E~gineers . 3142 Vista Way, 5uite303 Oceanside, CA 9W56 (760) 433-871 D \.. C-5 _. RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPIJTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE SECTION B-B C-9 ~ CITY OF CARLSBAD j SH2E2ETS I 1----f--~--+----------------1-----1---+---+------I ~ ENGINEERING DEPAR™ENT 1------+-------Jl------------------+----+-------JI-------JI------I 1 ~ 8/J!LT DATE INlllAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL AND CASSIA ROAD 18"/20" RECYCLED WATER TRANSMISSION MAINS APPR MISCELLANEOUS DETAILS CITY ENGINEER PE 28176 EXP. CADD MJR DGS PROJECT NO. 3887H 3 31 I DRAWING NO, . 414-4 ·,·--j•---, 111111 i I ' ' ' II I ,j HORIZONTAL BENDS • 0 ' N I' ---y·-' ,. . .. . A ~ -..J POUR CONCRETE\ AGAINST UN- DISTURBED SOIL N 7 ..J A 6" MIN 2' CLASS "B" / CONCRETE SAND 6" MIN BEDDING TEES AND DEAD ENDS JPLANI SECTION A-A HORIZONTAL BENDS 8 TEES 2 REINFORCING RODS, SHAPE TO FIT. COAT WITH t:f 20 MILS. MIN. OF KOP-COA T SERIES 50 BITUMASTIC. USE #6 REBAR FOR PIP!:: DIAMETERS LESS THAN 14", #8 REBAR FOR 16" THROUGH 30" t:f I I' SEE NOTE - NO. 9 .I THRUST BLOCK TABLE II 1/ 4' 22 112• 45• 90' DEAD ENO 8 TEE 1.0. PIPE PIPE TEST HOR. VER. HOR. VER. HOR. VER. HOR. VER. HOR. INCHES MATRL CLASS PSI ILi x L2I C.Y. ILi x L21 C.Y. ILi x L21 C.Y. {LI x L2) C.Y. {LI x L2) 8 PVC 150 200 2.3 1.5 1.4 3.2 2.1 2.7 4.5 2.9 5.0 6.2 3.9 7J 5.2 3.3 10 PVC 150 200 2.8 1.8 2.1 4.0 2.5 4.1 5.6 3.6 7.5 7.6 4.8 10.6 6.3 4.1 12 PVC 150 200 3.3 2.1 2.9 4.7 3.0 5.7 6.6 4.2 10.6 9.0 5.7 15.0 7.6 4.8 -,0 PVC 165 215 5.1 3.3 6.9 7.2 4.6 13.5 10.1 6.5 24.9 13.8 8.8 35.2 11.6 7.4 20 PVC 165 215 5.7 3.6 8.4 8.0 5.1 16.5 11.2 1.2 30.6 H5.2 9.8 43.2 12.8 8.2 - NOTES: I. THIS THRUST BLOCK INFORMATION IS INTENDED TO COMPLEMENT CMWD STD. DWG. NO. WI5 AND TO BE USED IN CONJUNCTION WITH THAT STANDARD. 2. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE OF 1,500 PSF PRESSURE AND TEST PRESSURE AS SHOWN IN THE TABLE ABOVE WITH MINIMUM PIPE COVER OF 3'-0". 3. INSPECTOR SHALL DETERMINE SIZES FOR FITTINGS NOT SHOWN. 4. A SAFETY FACTOR OF 2.0 WAS UTILIZED FOR PVC PIPE. VER. C.Y. 7.1 10.6 15.0 35.2 43.2 5. THE ABOVE BEARING AREAS CAN BE REDUCED IF SOILS WITH HIGHER BEARING CAPACITIES ARE ENCOUNTERED AT THRUST BLOCK LOCATIONS. FOR EXAMPLE, IF BEARING CAPACITY IS FOUND TO BE 2,000 PSF, BEARING AREAS CAN BE MULTIPLIED BY 0.75. IF BEARING CAPACITY IS 2,500 PSF, BEARING AREA CAN BE MUL TIPLIEO BY 0.6, ETC. CLASS "B"___,,. *Li I CONCRETE 1◄•~--'--''-----1• VERTICAL BENDS I *;:-\_CONCRETE THRUST BLOCK !CLASS "B" CONCRETE"! 6. LI AND L2 ARE GIVEN IN FEET. 7. IN NO CASE SHALL L2 EXCEED 5' FOR A BEND OF 45' OR LESS. L1 SHALL BE ADJUSTED WHEN L2 IS GREATER THAN 5'. *L1 = THE MINIMUM DIMENSION FOR THE X-AXIS AND Z-AXIS EXISTING AC PAVEMENT NO BASE {TYP.) _ _j MAXIMUM SLOPE PER GEOTECHNICAL RECOMMENDATIONS 8. HOR IL I X L2l CORRESPONDS TO HORIZONTAL BENDS AND TEES. 9. THRUST BLOCK SHALL NOT BE USED UNLESS SPECIFICALLY CALLED FOR ON PLANS. CONTRACTOR SHALL USE MECHANICAL THRUST RESTRAINTS. CEMENT MORTAR PLACED IN FIELD FIELD APPLIED SOLID MASTIC TAPE, 1-1/2" SQUARE, POL YKEN 939 OR APPROVED EQUAL ITYP.l FIELD APPLIED PRIMER ITYP.) FIELD APPLIED TAPE WRAP WITH 50% OVERLAP, POL YKEN 932-50 OR APPROVED EQUAL ITYP .) SHOP APPLIED TAPE WRAP .... -. ····································· ..... ··································· . . . . . . . . . -. . . . -. . -. . . . . . . -. . . -. . . . . . . 2"x4"xl3 Ga. W.W.M. SEE NOTE 4----__, 2•x4"xl3 Ga. W.W.M. FIELD APPLIED TAPE WRAP WITH 50% OVERLAP CUT IN STRIPS TO COVER HALF COUPLING, POL YKEN 932-50 OR APPROVED EQUAL ITYPJ 5' EXTRA HEAVY HALF COUPLING {THREADED) 2" MIN. 3' MIN. {TYP.) OVERLAP {TYP.I SHOP APPLIED TAPE WRAP ------··········· ···•· .... ···································· ···································· ··································· CEMENT MORT AR PLACED IN FIELD HANDHOLE DETAIL NOT TO SCALE 2"x4'xl3 Ga. W.W.M. FIELD APPLIED TAPE WRAP WITH 50,....., OVERLAP, POL YKEN 932-50 OR APPROVED EQUAL {TYP.) FIELD APPLIED PRIMER (TYP .) CEMENT MORTAR PLACED IN FIELD OUTSIDE WELD {ft----,-,---< WELD IN FIELD {TYP) "t" MIN 3' MIN. SHOP APPLIED TAPE WRAP OVERLAP {TYP.) . ' ~---1--RECYCLED WATER MAIN IDENTIFICATION TAPE a Z 1 •• ~ •••• ·_ • ;. fl!,.. ·" · ·' · ·.· 6' MIN, ITYP.) ..c ·c' l---".....-"-"""--'-'-'-'-''---8" MAX. {TYP.) :_. .::·. ~sPRINGLINE 6' MIN. PIPE ZONE MA TE RIAL SE OF 30 OR GREATER HANO PLACE UP TO SPRINGLINE OF PIPE 2" MIN NOTES: CEMENT MORTAR PLACED IN FIELD GAP VARIES 6' MIN/10' MAX ···················•········· 2' MIN TYPICAL SECTION NOT TO SCALE ii BUTT-STRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR FIELD JOINING, (BACKING PLATE SHALL BE 1/4" THICK BY I' WIDE) 41 WELD PLUG TO COUPLING. PREPARE SURFACE OF COUPLING AND WELD AREA TO RECEIVE FIELD TAPE WRAP IN ACCORDANCE WITH AWWA C209. 12" END CAP r,------ 1 I )I I """"' ,T :: ]-- - RECYCLED WATER MAIN TO BE ABANDONED IN PLACE • • •• 4r PLAN CONCRETE THRUST BLOCK PER DETAIL ffi ~ ' , ---~-A- 1 \ ---\~~,.. ~ ,,. RECYCLED WATER MAIN TO BE REMOVED EXISTING PIPELINE ABANDONMENT'2" NOT TO SCALE FIELD APPLIED TAPE WRAP WITH 50% OVERLAP, POL YKEN 932-50 OR APPROVED EQUAL ITYP.J SHOP APPLIED TAPE WRAP (TYP.) DOUBLE-PASS OUTSIDE WELD WELD IN FIELD >----.,----t'J CEMENT MORTAR PLACED IN FIELD 1/4' FOR PIPE SIZES SMALLER THAN 24' 1/2" FOR PIPE SIZES 24' ANO LARGER 2'x4'xl3 Ga. W.W.M. L CEMENT-MORTAR _ _J PLACED IN FIELD LAP-WELDED SLIP JOINT NOT TO SCALE NOTES FOR WELDED JOINTS: FIELD APPLIED PRIMER (TYP.) 3' MIN. OVERLAP {TYP.I CEMENT-MORTAR LINING ii ALL WELDED JOINTS SHALL BE DOUBLEPASS WELDED ON THE OUTSIDE OF THE PIPE UNLESS OTHERWISE CALLED FOR ON THE PLANS OR AS NOTED AT LEFT. 21 WHEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR SHALL USE THE LAP-WELDED SLIP JOINT. 3) THE LAP-WELD DETAIL IS SCHEMATIC IN NATURE AND IS PRESENTED HERE TO CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL BE NO AIR POCKETS UNDER FIELD APPLIED TAPE WRAP. LAP WELD FOR CML/TW /CMC STEEL PIPE r 5" NOTES: L BACKFILL IN TRENCH SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% AND 95% IN UPPER ONE FOOT. 21 I4-INCH MAXIMUM LENGTH OF BUTT-STRAP FOR FIELD CLOSING SECTION. 5) THE ABOVE DETAH..S ARE SCHEMATIC IN NATURE AND ARE PRESENTED HERE TO CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL BE NO AIR POCKETS UNDER FIELD APPLIED TAPE WRAPS. NOT TO SCALE 2. SEE SPECIFICATIONS FOR PLACEMENT OF BACKFILL IN PIPE ZONE. C-10 TYPICAL TRENCH SECTION 3 3) FOR PIPING I2-INCH IN DIAMETER AND SMALLER, ONE HANDHOLE IS REQUIRED PER EACH BUTT-STRAP JOINT. FOR PIPING I4-INCH IN DIAMETER THROUGH 24-INCH IN DIAMETER, TWO HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT. THE HANDHOLES SHALL 3E LOCATED 120' APART. FOR PIPING 30-INCH IN DIAMETER, FOUR HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT. BUTT-STRAP FOR CML/TW/CMC STEEL PIPE ~ CITY OF CARLSBAD I SH2EE2TS I ~====~====~==============================~=====~====~====1===~ ~ ENGINEERING DEPARTh1ENT I-"' ... 0 ii' " ~ ,,, ;;c r ~' NOT TO SCALE ~1------,----,,-----------, ;;; @ Underground o Service Alert / ~ Cal TOLL FREE ~ 1-800-227-2600 V TWO WORKING DAYS f BEFORE YO~ DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. NOT TO SCALE ''AS BUILT" Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER \...C-9~ R.C.E. 28176 EXP. 3/31/06 EL CAMINO REAL AND CASSIA ROAD 18" /20" RECYCLED WATER TRANSMISSION MAINS MISCELLANEOUS DETAILS 1 /15 8Vtt.r DWN BY: CADD DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: _,M,,,J.,,R _ I RVWO BY: DGS I I I •• "'--r---·~---·-"-71 ' / . : -'I t ! " ' 'I I'-:/ ,ti (' ,, _:·! ' . :.1:' . ' ;· ,>I' '. ·:•): ·: ti . :,i i,:i: ' ' : ' ' I I '_ ;! , : / I / ' ' I : : I i ' I , ! : I ' \ . i I I ' • ! I ' I '.-.-...... --~-., :·-·---· I r ' j, i I ! .~" ~ EXISTING NATURAL GRADE GATE I I I . nv-·y F ' I I I -.lL---/ I EXISTING 12" STET~--' ABANDONED HIGHLINE ELEVATION CONSTRUCTION NOTES II 0 CONTRACTOR SHALL EXCAVATE, LOCATE AND VERIFY TYPE OF CONNECTION REQUIRED © CONTRACTOR SHALL PROVIDE AND MAINTAIN NEW HIGHLINE PIPING. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL © CONTRACTOR SHALL PROVIDE ALL COMPONENTS INCLUDING DISINFECTION AND PROTECTION DEVICES TO PLACE AND MAINTAIN HIGHLINE IN SERVICE DURING THE CONSTRUCTION OF THIS PROJECT © WHEN PROJECT JS COMPLETED, CONTRACTOR SHALL REMOVE ALL HIGHI.INE APPURTENANCES, CAP EXISTING 12" STEEL LINE PER DISTRICT APPROVED METHOD OR PER DETAIL ffi AND FILL AND COMPACT EXCAVATION TO EXISTING GRADE ~ HIGHLINE CONNECTION NEAR CASSIA ROAD ' I"' NOT TO SCALE 18" PVC RECYCLED WATER MAIN, SEE SHEET C-6 FOR CONTINUATION V> !:: ~ ..J :I: <:) z "' I!: I - I • ·- . - 18" PVC REPAIR COUPLING ITYP.1 --------:i 1111, tU; . .. ,! Iii i: Ill I, ----' I '--- REMOVE END CAP AND - THRUST BLOCK USED FOR TESTING 5'-0" MIN. 5'-0" MIN. 21-0" MIN. il. •" . • A, no 1. C-1 .J 18"xl6" PUSH-ON DI REDUCER AND THRUST ANCHOR PER CMWO STD. OWG. NO. WIB POINT OF VERTICAL DEFLECTION, SEE PROFILE ON SHEET C-6 ---------.'!:Ill 18" PVC PIPE ITYPJ PLAN ,_ ---~~ . . I "'" I r;:iT . • I~ .,,~ EXISTING 16"' RECYCLED WATER MAIN PER CITY OF CARLSBAD DWG. NO. 405-7 2• AIR RELEASE AND VACUUM RELIEF ASSEMBLY PER CMWD STD. DWG. NO. W7 CONNECTION AT PALOMAR AIRPORT ROAD '4 ~ NOT TO SCALE ROTA TI;: EXISTING TEE 90° TO HORIZONTAL POSITION NEW HIGHLINE PIPING CONTRACTOR SHALL !:UBMIT SHOP DRAWINGS EXISTING CHAIN--! LINK FENCE ' GATE VALVE l ~ = ~ lJ .. I I I r EXISTING PACKAGED PUMPING SYSTEM -------~~----~ 1 ,--~I I i : I I I w I I I ~ I I I I I I 1-I I I z I I I ,~ L .... JI •~ ' NEW 1 ~ BLIND : "' ( 1--/ __,_,, FLANGE!: z =~:::::::::::lii!l::iilt:::_-,--,4-+-(._:..===--1,~ 4 • "" ! ' . I I ' <I - I 1----o -' • i:5 rXISTING NATURAL I ..J _ _\ __ RADE (TYP.} -i .;. ?7.....-~ 1-/,<j:~f , .. EXISTING PUMP] WET WELL ' EXISTING 6" PIPE ELEVATION .. HIGHLINE CONNECTION· TO PUMP ST A TION '2" NOT TO SCALE 10" PVC REPAIR COUPLING (TYP .I • '? ib I TRENCH LIMITS. I I r"r i_ I I I . I I I '--.,___ EXISTING 10"' RECYCLED I I ! I I WATER MAIN PER CITY I [ OF CARLSBAD DWG. NO. I I I 405-7 : ~····1 t I I ~ I --F i I I I +----_ _____,_1_ 1,~ •••• ~ I 10" PVC PIPE (TYP.) J :~I : : ~ (---= -, I •JJn \ I / ~ 1· ,;;; ·-, I .i_ ____ _,__ i'--"-• ~ I : : I I I ! I -I PLAN REMOVE END CAP ANO THRUST BLOCK USED FOR TESTING 10" PVC RECYCLED WATER MAIN, SEE SHEET C-3 FOR CONTINUATION CONNECTION AT CAMINO VIDA ROBLE NOT TO SCALE 1.. C-2 .J EXTERNAL PETROLATUM WAX TAPE PER SPECIFICATIONS INSULATING SLEEVE ( STEEL STUD r INSULATING WASHER STEEL NUT__,_ ) ) n111 ~1 o c rn \_ STEEL NUT STEEL WASHER Q-l (E!) r"'<"----4-t::1~ 'Pl"t::l+": ____ , JU Di '-STEEL WASHER I I :§l J3! I I I 1 rr rri I " '-----,~LL IJ.Dtj"i;----.>J :8 . 18: INSULATING WASHER FOR y_--~-~INSULATING WASHER VAULT OR ABOVE GROUND INSTALLATIONS ONLY INSULATING GASKET NOTES: I. HARDWARE QUANTITIES IN FLANGE INSULATING KIT WILL VARY BASED ON GASKET PATTERN AND PIPE SIZE. 2. FOR BELOW GROUND INSTALLATIONS, INSTALL SINGLE-WASHER KITS WITH THE ISOLATING WASHERS ONLY ON THE FOREIGN SIDE OF THE FLANGES. INS ULA TING FLANGE KIT '3 .._ NOT TO SCALE 0 AS 8U/L7" /4~.,,;,, L~~VJ't. .S·lJ• 4 I P.I=. 7HJ2t: EXP 3•3/'/<? OATE • REV/EWEO ~Y.· WJ1%, ~,, IM51'£WOR OATc C-11 ~4 CITY OF CARLSBAD ~2 l---l--+----------------11----+--+---+---I LJ.1._J ENGINEERING DEPARTh1ENT L.,gg_J f-----jf----+------------------jf----+--+---+---1 l .. J:' ~1---------....... ---------~ ® Underground 5' Service Alert ~ Calb TOLL FREE ~ 1·800-227-2.600 ,._, TWO WORKING DAYS j BfFOFlE '1OU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK, SEE GENERAL NOTES FOR FURTHER INFORMATION. C:c,nsultii'ig Engineers 3142 Vista Way, Suite 303 Oceanside,CA 92056 (760)433-8710 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31 /05 DATE DA TE INITIAL ENGINEER JlF WORK 11\ ,,?S tJtl/LT REVISION DESCRIPTION El CAMINO REAL AND CASSIA ROAD 18" /20" RECYCLED WATER TRANSMISSION MAIN$ \ MISCELLANEOUS DETAILS AP~ROVED WIWA~ yl,,YMMER -,,7 ~ • ,~~~-----"-9-04 DEPUTY CITY ENGINEE:R PE 28176 EXP. 3731 /06 DATE "•2'-,.,,si .«JLi:. DWN BY: CADD I DATE INITIAL DATE INITIAL CHKD BY: MJR OTHER APPROVAL CITV APPROVAL RVWD BY: DGS PROJECT NO. 3887H I DRAWING -NO. -_ 414-4 r . ' -i ! fi : ' I i: I:: j. . . , I_ : l TRAFTIC REQUIREMENTS: The contractor shall maintain the following traffic lane requirements: El Camino Real and Palomar Airport Rd.: Maintain min. one lone of traffic in each direction during working hours. Camino Vida Roble : Mointoin min. one lone of troffic in each direction during working hours. Cassio Rd.: Maintain two-way traffic with floggers per WATCH. during working hours_ Close left turn when in conflict with construction turn visibility is restricted by construction. Working Hours : 8: 30AM TO 3: 30PM. or when left SIGNS: (ALL SIGNS SHALL BE REFLECTORIZED ANO OF STANDARD SIZE. WORK AREA WARNING SIGNS SHALL BE ORANGE SIGN FACE.) C9A FLAGGER SYMBOL Cl 3 END CONSTRUCTION Cl 7 25 MPH CONSTRUCTION ZONE SPEED LIMIT Cl 7(8) END 25 MPH SPEED LIMIT Cl8 ROAD CONSTRUCTION AHEAD C20(L/R/C) LEFT/RIGHT/CENTER LANE CLOSED AHEAD C20(B) BIKE LANE CLOSED AHEAD C30(B) BIKE LANE CLOSED C27 OPEN TRENCH C30 LANE CLOSED C36 PREPARE TO STOP W6 W11 W17 W41 W56 W58 W74 W75 Rl R2 R7(L/R) RlO R13 ADVISORY SPEED LIMIT PAVEMENT WIDTH TRANSITION STOP AHEAD SIGNAL AHEAD DOUBLE HEAD ARROW SIGN DOUBLE ARROW SIGN THRU TRAFFIC MERGE LEFT LANE ENDS MERGE LEFT STOP SPEED LIMIT SIGN KEEP LEFT /RIGHT ONE WAY NO TURN ON RED SIGN R18-2 R34 R34-2 R49 RIGHT LANE MUST TURN RIGHT NO U-TURN R63 R96 R96B(L/R) NO LEFT /U TURN NO PED CROSSING, USE CROSSWALK DO NOT PASS NO PEDESTRIAN SYMBOL SIGN USE CROSSWALK (LEFT /RIGHT) SR45 KEEP RIGHT (SUPPLEMENTAL SIGN TO BE MOUNTED ON DELINEA TOR) CASSIA RD. W /0 EL CAMINO REAL 8 R2(J!I) C> LEGEND: .... • \ ( RECYCLED WATER MAIN EXISTING SIGN NEW SIGN TYPE TWO BARRICADE SHEET T-1 TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL FLAGGER CHANGEABLE MESSAGE SIGN (MESSAGES & LOCATIONS TO BE DETERMINED BY CITY OF CARLSBAD) C9A: C12: C13: C17: C18: C20(L): 't NARROW LANE ltOAO 'M)ltl( $PE[[) ~IT 25 ROAD CONSTIWC'nON AHEAD L£FT LANE CLOSED AHEAD C20{B): C20(2L): C27: C30: C30{B): BIKE LANE CL.OSED AHEAD 2 LEFT LANES CLOSED AHEAD OPEN TRENCH LANE CLOSED BIKE LANE CLOSED FLAGGERS SHALL MAINTAIN E'l'E CONTACT OR USE 2-WAY RADIO COMMUNICATION. Underground CONTRACTOR SHALL f\'UTIFV vice. Alert u DCRGROUND SERV'C.'E ALERT. A all: TOLL FREE M l~AUM or 48 HOURS PRIO=? TO EGII\NltJG /\NY CONSTPUC-ION B00-227-2600 WORI', SEE GENERAL NOTES Jll~F;6~~Kl~!iu06'1;s FOR FURTHER l~JFCRMfa.Tl(IN 60 30 0 SCALE 60 120 1" = 60' TRAFFIC CONTROL ENGINEERING, INC 180 231 E. IMPERIAL HWY. SUITE 241 FULLERTON. CA. 92835 (714)447-6077 CARLSBO~ '299-1 '-28-2004 C36: W8(45): W17: W56: W74: PRE?ARE TO STOP f • ii 0 THRU TRAFflC MERGE LEFT RECORD DRAWINGS APPROVED BY WILLIAM E PLUMMER DEPUTY CITY ENGINEER KEY MAP N.T.S. "1: R13: SR45R: R98: R98B(L/R): Rtll-2: NO 1URN ON RED ~ KEEP -RIGHT USE ~ CROSSWALK RIGHT LANE """ TURN RIil-iT RC E 28176 EXP. 3/31/06 SHEET T-4 SHEET T-5 DATE • SHEET T-5 LEGACY NORTHPO/NTE NORTHERLY ENTRANCE ' EL CAMINO EL \._--x::=: -:::::r ---------- - -SHEETS 7 & 8 SHEET T-5 lllAFl'IC CONllla. PLAN GENERAL NOlES: 1. WORK HOURS TO BE RESTRICTED TO B: 30AM TO 3: .30PM UNLESS INDICATED ON TRAFFIC CONTROL PLAN OR APPROVED OTHERWISE 2. PEDESTRl"-NS SH"-LL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL B"-RRIERS DESIGNED, INSTALLED. AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER .3. TEMPORARY "NO PARKING/TOW AWAY° SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760) 931-2197 TO VALIDATE POSTING. 4. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. 5. TRENCHES MUST BE BACKFILLEO OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES. 6. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS. IF REMOVED OR DAMAGED 7. 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. 8. PRIOR TO CONSTRUCTION, VIDEO DETECTION SYSTEMS (ITERIS VANTAGE OR APPROVED EQUAL) SHALL BE INSTALLED AT THE FOLLOWING INTERSECTIONS: 9 EL ts•t41t1Q RE•L ♦►IQ &1;£10 ne•,B EL 9:11Mlfl8 RE t L t PHJ k[Si''>«C¥/►IORTI IPOl~JT QF<U>V[\\1AY o EL CAMINO REAL AND PALOMAR AIRPORT ROAD THE VIDEO DETECTION SYSTEMS SHALL PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AND EACH SYSTEM SHALL INCLUDE VIDEO DETECTION PROCESSORS AND A VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON LUMINAIRE MAST ARMS AND ALL WIRING AND ANCILLARY EQUIPMENT. THE EXISTING ADVANCE LOOP DETECTORS ON EL CAMINO REAL AND PALOMAR AIRPORT ROAD SHALL BE PRESERVED AND MAINTAINED. 9. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST. AND A C28 "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 10. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 11. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CAL TRANS MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE ZQNE2, LA TEST EDITION 12. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 13. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 14. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED 'MTH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 15. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS. CAT WAY RD (F'UNRE STREET) SHEET T-6 16. FlVE FOOT CLEARANCE SHALL BE MAINTAINED BETWEEN OPEN EXCAVATION AND ADJACENT MOVING TRAFFIC LANE 17. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY CITY. 18. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN DISABILITY ACT AS RELATED TO PEDESTRIAN ACCESS AN SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE/DETOUR SHALL COMPLY WITH THE WATCH STANDARDS. 19. CONTRACTOR SHALL COVER OR REMOVED ALL CONFLICTING SIGNS 20 CONTRACTOR SHALL POST SYMBOL "UNEVEN LANES", "STEEL PLATES AHEAD" OR "BUMP" SIGNS. FOR PAVEMENT SURFACE DISRUPTIONS OF 1/2 IN. OR GREATER. PAVEMENT DISRUPTIONS OF 1 IN. OR GREATER SHALL HAVE BEVELED EDGE OF FOUR(4) HORIZONTAL TO ONE(l) VERTICAL. 21 CONTRACTOR SHALL INSTAU "CAUTION STEEL PLATES AHEAD" AND/OR "ROUGH ROAD" SIGNS IN ADVANCE OF STEEL PLATE BRIDGING. SIGNAGE NOlES 1. NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. AU WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. 3. AU ADVANCE WARNING SIGN INSTALLATION 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 Ct 3 " ENO CONSTRUCTION" SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. AU CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES 6. FLASHING ARROW SIGNS SHALL BE EITHER TYPE I OR TYPE II SILENT TYPE IN POPULATED AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS OR AT THE DIRECTION OF THE CITY ENGINEER. 7. THE MAXIMUM SPACING BETWEEN CONES SHALL BE APPROXIMATED 40'. 8. ADDITIONAL ADVANCE FLAGGERS SHAU BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE IUUMINATED AS NOTED IN SECTION 5-04.6 OF THE "MANUAL OF TRAFFIC CONTROLS". 9. PLACE ADDITIONAL "LANE CLOSED" (C30) SIGNS ON TYPE 11 BARRICADES AT 250' INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL "OPEN TRENCH" (C27) SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WAY. 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 CALTRANS STANDARD SPECIFICATIONS. T-1 ~ CITY OF CARLSBAD ~ l---+---+----------------+---t----+---+----1 lJ.Q_j ENGINEERING DEPARTMENT ~ :=:=:'..=:========:::::..'.::=~ DATE 1NIT!AL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EL CAMINO REAL ANO CASSIA ROAD RECYCLED WATER TRANSMISSION MAINS TRAFFIC CONTROL PLANS KEY MAP & CASSIA RD. W /0 EL CAMINO REAL LUMMER (l,-9-t:H PE 28176 EXP 3 31 06 DA TE OWN BY: -~D~C_ PROJECT NO. DRAV>1NG NO. CHKD BY: D.K. RVWD BY: D.K. 3887H 414-4 15()' TANGE:N T -,;;; Underground CONTRACT CR SHALL NOT IY vice Alert \I DFPGROUND SERVICE ALERT A 60 30 0 60 120 180 all: TOLL FREE " 1MuM o, ,s HOLRS 'Ron ro 800_227_2600 EG(NN1NG ANY CONSTRUCTl01~ WO WORKI·% DAYS ~VUR'\, ~EE Gl::Nl::HAI NOTFS !:11::f-ORE YOJ D!G -OR FUR HEP !NFORri/.l\ TICN SCALE 1" = 60' EL CAMINO REAL CASSIA RD. TO ~STA EL CAMINO EL @ CASSIA RD. PHASE II 109+ LEGEND: • EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN RELOCATE BUS STOP FLAGGERS. COVER EX. CONFLICTING SIGN DURING CONSTRUCTION CHANGEABLE MESSAGE SIGN (MESSAGES & LOCATIONS TO BE DETERMINED BY CITY OF CARLSBAD) FLAG TREE(HIGH LEVEL WARNING DEVICE) T-2 [KP 12-::J1-Q6 TRAFFIC ~ CITY OF CARLSBAD ~ r---r--;-----------------t---i---+--+-----I L!.§__j ENGINEERING DEPARTMENT ~ :=:::::=='-''==:::::::::=':::::::====::::::::::=:::==:::::=:.====::; TRAFFIC CONTROL ENGINEERING, INC 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6077 CAMINtA2 1-26-2004 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R C.E. 28176 EXP. .3 /.31 /06 DATE DATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: EL CAMINO REAL AND CASSIA ROAD RECYCLED WATER TRANSMISSION MAINS TRAFFIC CONTROL PLANS EL CAMINO REAL CASSIA RD. TO ~STA 109+ k'+M EXP 3 31 06 DATE p.c. PROJECT NO. DRAWING NO. CHKD BY: D.K. D.K. 3887H 414-4 RVWD BY: LEGEND: .... • EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN CS> RELOCATE BUS STOP ® FLAGGE RS. © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION I CMS I CHANGEABLE MESSAGE SIGN (MESSAGE AND LOCATIONS TO BE DETERMINED BY CITY OF' CARLSBAD) @ FLAG TREE(HIGH LEVEL WARNING DEVICE) ,P Underground CJNTRP.CTOR SHALL NOTIFY 60 30 0 60 vice Alert lJ DE~(;R1--:UNf} .SFR'i/lCE J\L::RT .P. all, TOLL FREE M JIMUM Or 48 HOURS PRl0R T0 aoo-227_2600 [GINMNG ANY CONSTRUCTION lvO WORKING DAYS WCRK. SEE G::r~E=!,4L NCl!:::'.:i BffOR[ YOU DIG FCR FURTHER INrORMATION, SCALE 1" = 60' 120 TRAFFIC CONTROL ENGINEERING, INC 180 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6077 CAMVIOAC T299 I 1-28-2004 ~900' EL CAMINO REAL AT CAMINO VIDA PHASE I ROBLE LEGACY NORTHPO!NTE NORTHERLY ENTRANCE I CII I ~ I "·~)_1 ¼> ~ 150' TANGENT 1000' MERGE TAPER 1000' ~-------~-------~.--------~I 030(8) _ __,,. ··--~_,~,;,-. •e30 --~ - ---:~ - 1 000' 1000' 1000' ~-----~ -"-=------~ -------------· ---- ____ __]·-·----------... CAMINO EL CAMINO REAL VIDA ROBLE TO ~ STA. ➔ R2(50) 110 EL CAMINO REAL LEGACY NORTHPO!NTE NORTHERLY ENTRANCE SHEET T-4 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER RC E. 28176 EXP. 3/31 /06 ~900 DATE 1000' MERGE TAPER 1000' 1000' 1000' 1000' 150' TANGENT i----------1---------~------+--'I ~ ~~) ~~ CII ICMSI ____ _j _ _j__ _ __j_ - 1ml' GJJ" ~ . .. ------------.. --.. ,.-------.-------.--iii..,;-•---- • ------Ill --~ -------IIAJSJ:0 /J[D/1,ll ..,. ..,. R48 --------~---- w,a R2(50) T-3 ~ CITY OF CARLSBAD ~ t---+---+----------------+----t-----+---+----1 L!1_j ENGINEERING DEPARTMENT ~ ;:::==:...::::::========::::'....'::=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL a CAMINO REAL AND CASSIA ROAD RECYCLED WATER lRANSMISSION MAINS TRAFFIC CONTROL PLANS EL CAMINO REAL CAMINO VIDA ROBLE TO ~STA. 110 PLUMMER ~-f~<M PE 28176 EXP. 3 31 06 DATE OWN BY: D.C. PROJECT NO DRAWING NO. CHKD BY: D.K RVWD BY: D.K. 3887H 414-4 LEGEND: EXISTING SIGN ► NEW SIGN l( TYPE TWO BARRICADE 1-1 TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ ARROW BOARD ® SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL ® POST NO STOPPING SIGN {8) RELOCATE BUS STOP (E) FLAGGE RS. (C) COVER EX. CONFLICTING SIGN DURING CONSTRUCTION I CMS I CHANGEABLE MESSAGE SIGN (MESSAGE AND LOCATIONS TO BE DETERMINED BY CITY OF CARLSBAD) @ FLAG TREE(HIGH LEVEL WARNING DEVICE) ... 60 30 0 60 120 180 ---- - SCALE 1 ,, -60' Underground CONTRACTOR SHAI..I I\OTIFY vice Alert u DERGROU~□-. SEC!VICE ALERT. A. all, TOLL FREE M JIMJM Or 43 HOURS PRIUR I 0 800_227_2600 [GIN~/ING ANY C0\JSTRUCTI0I\ NO WORKING DAYS WORK, SEE G::NERAL NCT[S BEJ-Uf-lC. YOU DIG FOR FUqTYER INFORM1HION EL CAMINO REAL AT CAMINO VIDA ROBLE TRAFFIC CONTROL ENGINEERING, INC 231 E. IMPERIAL HWY SUITE 241 FULLERTON. CA. 92835 (714)447-6077 EL VIDA T2<;!9-I 1-28-2004 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER TRAFFIC SHALL BE FULLY ACTIJATED AT ALL TIMES WITH VIDEO DEl'ECTION. TRAFFIC SHALL BE FULLY ACTIJATED AT ALL TIMES WITH VIDEO DETECTION . RECYCLED WATER LINE EL CAMINO REAL AT CAMINO VIDA ROBLE PHASE II T-4 ~ CITY OF CARLSBAD ~ l---+---1------------------+----+---+---+---I L!_§__J ENGINEERING DEPARTMENT ~ '.:==~====================='---'======: R.C.E. 28176 EXP. 3 /31 /06 DATE DA TE INlTIAL EN GI NEER OF WORK DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL El CAMINO REAL AND CASSIA ROAD RECYCLED WATER TRANSMISSION MAINS TRAFFIC CONTROL PLANS El CAMINO REAL AT CAMINO VIDA ROBLE APPROVED WILLIAM -'4/K4-lllfl,e,-~-c~!"::::d~!lfft-,J--<i,,-~-"4 3 31 06 DATE OWN BY, D.C. PROJECT NO. DRAWING NO. CHKD BY: D.K. RVWD BY: D.K. 3887H 414-4 CAMINO VIDA ROB C1l/ I I EL CAMINO REAL LEGACY NORTHPOINTE TO CAMINO --~--=:.----... ~·<~---...___ I;-------------------~---• .....__ ----, .. :::::--------..._ :.-0.:.:..: · • -:.z:-1_--:. ·--· . ~~_!49 ----------------==--------._ --. i ; -· .-----------------------............._ ---------::::.-------' , . -.. -::-----------~ -.........._ -----..:::_ri!U4 ·-----~;'..~~;,i:_ 1,,,_ -:·----- ---~-------------~rR7(fl.) .... --:;_-_ -~ --.._ ~::::---3 ---------------::?--; ~ ---:::::::----.__ ----I ~a,-:_-:::_-;::-:::} ------ -------------------------------------~ --... ·---:_< -~-----------R49 ----------_ -------------.'.'.'._ ------- ~700' EL CAMINO REAL ;if EL CAMINO REAL AT LEGACY NORTH POINTE SOUTHERLY ENT. EL CAMINO REAL t:1.J'J 1\'-4-1 , -~'- --------------H H--- -- C .:fr • ·---<~:30-·--. -. • -• • VIDA ROBLE LEGACY NORTHPOINTE SOUTHERLY ENTRANCE C11 I I ~ I I ) ... ,~J sJ ~I / _, (~) LEGACY NORTHPOINTE SOUTHERLY ENTRANCE I I I ""II I I I I ,,,~J"' ~v /---_,- 4--' k, ~ CJO CLOSE LEFT 1\JRN LANE DURING IN'IERSECTION WORK. ~ECYCLEO WATER Hl/:l(R) , ..o..lM9 l -"" - _ ____:::___ __________________________ ----:.::-:~"'.:;;~------14' MIN. ➔ ------------------------------·-----------------~ : ----·--·--~ if49 ___ _ = re ;;i;~.i; ~> = C20(L) C20(L) 1000· 1000· 1 ooo· 1000· 1000' MERGE TAPER 150' TANGENT ,,.. AINTAIN PED. XING WITH FLAGGERS. LEGACY NORTHPOINTE SOUTHERLY ENTRANCE EL CAMINO REAL AT LEGACY NORTH POINTE SOUTHERLY ENT. EL CAMINO REAL C13 ____ _j_ ~ rr I I I I I ! ---SEE BELOW 1000' MERGE TAPER '---SEE BELOW 1000' fl:2(5~) '---.... ' ro 150' TANGENT ◄C13 1000' MERGE TAPER 1000' 1000' 1000' 1000' LEGACY NORTHPOJNTE NORTHERLY ENTRANCE EL CAMINO REAL ·;~,,;,, J. -= --;;J;) ~~~~ ~ I ""l I ""l.-+-1 ------~~---------+--~~---1• I 150' TANGENT 1000' 1000' 1000' 1000' 1000' MERGE TAPER ,ooo· ~ --- C11 ___ L -GATEWAY RD. (FUTURE STREET) LEGACY NORTHPOJNTE NORTHERLY ENTRANCE I ,.J ... ! ,-,--► ------,---,--r----. EL CAMINO REAL R1R(R) I <&, I CMS I '~") C1I :&13 020(8) ~~ C30(9) ~ I ""l 1 ""l.-+-1 -------~~---------,---~.-------! 1000' MERGE TAPER 150' TANGENT 1000' 1000· 1000· 1000' LE'.GENO: EXISTING SIGN ~ 1-----------------------------------"'...J • NEW SIGN ➔ DIRECTION OF TRAVEL ------------+f - • 1000' 1000· 1000' 1000' 1000' MERGE TAPER ,... 60 30 0 60 Underground CONTqACTOh SI IALL NO'lrY vice Alert U CERGRO'JND SERVICE ALER7 A a IL TOLL FREE M Ml W OF 48 HOURS PRlOR TO 800_227_260' O ~GINr~ING <:.~NY CONSTRUC!IU~ wo woR~:INCi 'JAYS ~VORK. '"'-E GENl:HAL NO 11:S BEFORE YOJ DIG ;::OR FURTHER INFOR~ .A. TiGN. SCALE 1" = 60' ----------------f--- 150' TANGENT 120 180 RECYCLED WATER MAINTAIN PED. XING WITH FLAGGERS. • • • C]R:54-2 __ _ TRAFFIC CONTROL ENGINEERING, INC. I NO. 1429 !.IIP.~ TRAFFIC 231 E. IMPERIAL HWY_ SUITE 241 FUU.ERTON, CA. 92B35 (714)447-6077 RECORD DRAWINGS APPROVED BY WILLIAM E PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31 /06 DATE 0 o._ "-w I TYPE TWO BARRICADE ® POST NO STOPPING SIGN ~~ 0 VJ H TYPE THREE BARRICADE (D 0 ® RELOCATE BUS STOP <...J u DELINEA TOR WI TH WHITE REFLECTIVE TAPE w w • wz JCMSI CHANGEABLE MESSAGE SIGN (/1< I@ ARROW BOARD ...J (MESSAGES AND LOCATIONS TO BE ® SIGNALIZED INTERSECTION DETERMINED BY CITY OF CARLSBAD) T-5 1----+-----if-------------+---+-------+--------+------l I s1HE9ET I CITY OF CARLSBAD I SH2EE2Ts I :==='..::==E=N=G=IN=E=ER::l::NG::::::::::D::E:::::P=A=R::TM::E::::N::T==:::....::::::::::~ EL CIMINO REAL AHO CASSIA R<W> DA TE INITIAL DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ll£C'ICl.£D W.'IER --TRAFFIC CONTROL PLANS EL CAMINO REAL AT LEGACY NORTHPOINTE NORTHE/ILY ENTl'IANCE AND AT GATEWAY RD,(FUTURE STREET DWN BY: D.C CHKD BY: D.K. RVWO BY: D.K. PROJECT NQ_ 3887H I DRA'MNG NO. 414-4 EL CAMINO REAL XING S/O PALOMAR AIRPORT RD. ,ooo· 1000· 1000· PHASE I 9PM -5AM ,ooo· LEGACY NORTHPOINTE SOUTHERLY ENTRANCE --~---l 1000· I I I I '4,/ / 139 ---------------------:'.'«--%-I . t Underground CONTnACTOR SHALL NOT'F'" vice Alert u DEnGROUNC SEnl/lCE ALERT A alL TOLL FREE M IIMUM QC 48 HOUHS PPIOH 10 800-227-26oo t.GINNlr.JG A"JY CONSTRUCTION wo WORKING DAYS WOHK. SEE GENERAL NOT~S BEFORE YOU )IG FOR FURTr-!ER INFORMATION 60 EL CAMINO REAL PALOMAR AIRPORT RD. TO LEGACY NORTHPOINTE 1134--2 ___ F/0 -------·-------- 30 0 60 120 SCALE 1" = 60' 180 TRAFFIC CONTROL ENGINEERING, INC 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6077 ELCAMS4A.DWG T2~9-1 1-28-2D04 \ \ LEGEND: I 1-1 • EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE CM DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN RELOCATE BUS STOP CHANGEABLE MESSAGE SIGN (MESSAGE AND LOCATIONS TO BE DETERMINED BY CITY OF CARLSBAD) T-6 I S2HEOET I CITY OF CARLSBAD I SH2EE2TS I t====~====t=============================t====t=========t==:tj ENGINEERING DEPARTMENT EL CAMINO REAL AND CASSIA ROAD RECYCLED WATER lRANSMISSION MAINS TRAFFIC CONTROL PLANS El CAMINO REAL r-R_E_C_O_R_O_O_R_A_W_IN_G_S ____________ ~---t---j---------------t--+----+--H PALOMAR AIRPORT RD. TO LEGACY NORTHPOINTE APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OA TE INITIAL DA TE lNlTI OTHER APPROVAL CITY APPROVA DWN BY D.C. CHKD BY: D.K. RVWO BY: D.K. PROJECT NO. 3887H I DRAWING NO. 414-4 Underground CONTRACTOR SH/\1.L NOTIFY vice Alert. 1J DFRGROI tNn sFqV1CE ALERT .A all, TOLL FREE M IMUM OF 48 HOURS SHIUY TO EGINNING ANY CONSTllUCTION B00-227-2500 WORK SEE GENERAL NOTES J..~E:;J~ri~guct1~S FOR FURT'-IEA INfC,RMATION EL CAMINO 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6077 ELCAIJ::48 T299-I 1-28-200~ 1000• MERGE 1 APER RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 LEGEND: H • EXISTING SIGN NEW SIGN TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN RELOCATE BUS STOP CHANGEABLE MESSAGE SIGN (MESSAGES & LOCATIONS TO BE DETERMINED BY CITY OF CARLSBAD) 1000· ... 60 30 0 60 120 180 --iiiiiiiiiiiiiii SCALE 1" = 60' 1000' T-7 ~ CITY OF CARLSBAD I SH2EE2TS I 1---+---l--------------+---+--t--+---l ~ ENGINEERING DEPARTMENT l----+----1--------------+---+----+--+-----t DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL EL CAMINO REAL ANO CASSIA ROAD RECYCLE WATER TRANSMISSION MAINS TRAFFIC CONTROL PLANS EL CAMINO REAL AT PALOMAR AIRPORT RD. OWN BY, D.C. CHKD BY: OK RVWD BY, 0.K. PROJECT NO I DRAWING NO. 388?H . 414-4 ~ !OOO 1000· LEGEND: EXISTING SIGN NEW SIGN .: : TYPE TWO BARRICADE .... TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL POST NO STOPPING SIGN RELOCATE BUS STOP CHANGEABLE MESSAGE SIGN (MESSAGES & LOCATIONS TO BE DETERMINED BY CITY OF CARLSBAD) Underground COf\'TRACTOA S"-IALL NOTiFY vice Alert lJ nF. RGROliND SFR.VICE ALERT A all, TOLL FREE M WUM oe 48 HOURS PR!OR TO 800-227_2600 [GINNING ANY CONSTRUCTION NO '/WAKING DAYS WORK. SEE GE\JERAL NOTES BE.FORE YOU JIG FOR cuRTHER INFORMATION 8 "' I -< i ;o §_ .Ji zes 60 30 0 60 120 --- - SCALE 1" = 60' TRAFFIC CONTROL ENGINEERING, INC ~ NO. 1429 £XI". J.bll=..QI TRAFF'1C ELCPAL3A T299~ 1 1--2!5--200-4- 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA. 92835 (714)447-6077 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE 180 I I I I I I '"' I sro, -I I I I I I I I MATCH LINE RECYCLED WATER MAIN CONSTRUCTION EL CAMINO REAL @ PALOMAR AIRPORT RD. ,:: !:.J g PHASE I 9PM -5PM CON1RACTOR SHALL CLOSE ONE X-WALK AT A TIME W/ R96 & R96B SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. MATCH LINE T-8 ~ CITY OF CARISBAD j SH2EE2TS I t----+---+--------------+---+---+--+------l ~ ENGINEERING DEPARTMENT t----+---+--------------+---+---+--+------l DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CHY APPROVAL EL CAMINO REAL AND CASSIA ROAD RECYCLED WATER TRANSMISSION MAINS TRAFFIC CONTROL PLANS EL CAMINO REAL @ PALOMAR AIRPORT RD. 3 31 DWN BY D.C. CHKO BY: DK RVWD BY: DK PROJECT NO. 3887H I DRAWING NO. 414-4