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DWG 404-7; 3887/3892; CANNON & COLLEGE DOMESTIC WATER TRANSMISSION LINES; 01-35
,.., 0 '-._ ,.., '-._ ,.., II -f-<( f- 0 ..., "- "' "' q r= I en [l'. > ;3- " 0 ' ' ;;- "' ;3- I ...------------------------------------------------"·-------------------------------------------------, CONSTRUCTION PLANS FOR CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS AND ENCINA BASIN WATER RECLAMATION 'PROGi iJ\M PHASE 2 ., RECYCLED WATER TRANSMISSION MAINS SUBMITTED BY: DANIEL BOYLE ENGINEERING PROJECT MANAGER: DANIEL G. SMITH R.C.E. 37682 DATE (EXPIRES DECEMBER 31 , 2004) ® Underground CONTRACTOR SHALL NOTIFY Service Alert UNDERGROUND SERVICE ALERT A Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO 1-ac,o.227•2600 BEGINNING ANY CONSTRUCTION WORK SEE GENERAL NOTES 'i~F~~:~~~ g~vs FOR FURTHER INFORMATION, DANIEL. Bqy1,~ ENGINEERING ;, '. '' ' •,,_ . Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-871 O (CIP NO. 3887 & 3892) (SWRCB PROJECT NO. 3903-180) CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. 11BU01 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 DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING SERVICES "t\S 6UiLT" ~k,;;,J 2,'21/or-MARCH 2003 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE 10179 HUENNEKENS Sf. PLANNING 5ANOff00,CA92121 ENGINEERING PH(858.IS58--4500 SUR V l YING fX (858)5.58-141-1 epc..1ur:.eie-Or ~ A"':::> OF d!/:L-t/C>f-f'O!"'-- to-/'=>UIL-1. f't.J['c-f"Oc::,= OlJL-'( P.E 4<207= EXP cr,/'c>o/o& DATE . / . , ; 3·?.1~os DATE ~ CITY OF CARLSBAD ~ t-------t--------+------------t-----t---+----t----l LJ___j ENGINEERING DEPARTMENT ~ f---f----+------------t----t---+---+----1 >--->----+------------t----t---+---+----1 CANNON RD. AND COLLEGE BLVD. DOMESTIC t-------t--------+------------t-----t---+----+----l AND RECYCLED WATER TRANSMISSION MAINS TITLE SHEET APPROVED WIJ:.WA_M):~LUMMER ,____,___f--a--+----------~--t----t----+--s~-+----1 ~~~ d:-19-03 J!/Jgft~ ,S,&. Sl-fTfJ-,tf!WU/11-lE.e.. t!ov,vtRT!~ h --121:U(ll kr DEPUTY CITY ENGINEER PE 28176 EXP, 3/31/06 DATE l---'8/-"24/c..=..04"-+-R_t.._r1-+'/2=1\'-'-'-;V,='EP/'--"E."-'-iVG.=1/M.;..=c;,,E,=if'--=-a'-'yc-/0=· f'.2.c..cW,k'-'-'-,4=;(1,0"-'-'-/)o'--'° • ,8,"'-'v,"'--1/i'.-'-7 -+---l--+--+----l OWN BY: CADD •' CHKD BY: MJR RVWD BY: DGS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO, DRAWING NO, 3887 /3892 404-7 C15-107-00 D-562 / ), ORANGE (~ COUNTY CAMP ~ JOSEPH H. SAN ONOFR PENDLETON "'· ~='.'.\. U.S.M.C. ~-5 ' ~ OCEANSID PROJECT VICINITY RNERSIDE ----",_--- SAN COUNTY DIEGO ESCONDIDO COUNTY NATIONAL 94 CITY VICINITY MAP NOTTO SCALE I I i la'\ ~ / ' I I I I I~ I 16" DOMESTIC WATER MAIN LINE "C" (HGL 490) N :g ' 0 8 12" DOMESTIC WATER MAIN LINE "B" {HGL 255) 16" RECYCLED WATER MAIN LINE "F" (HGL 384) i" 12" DOMESTIC WATER MAIN LINE "A" (HGL 375} SYMBOL KEY 16" RECYCLED WATER MAIN LINE "E" (HGL 384) 0 = DOMESTIC WATER 0 -RECYCLED WATER SHEET INDEX MAP SCALE: 1' 3 400' I 1 12" DOMESTIC WATER MAIN LINE "D" {HGL 255) " 3 0 ol >-r !Qi---------~---------, > @ Underground -, ~tt.7i~'.\)\~r\ _ r~~-... _\0\~:'::ii:1 tS}?~{/ DflNIE' !'''' ,r~!~,:~"ING ....... ,., J ..... j .,.,-: '.,. ~ Service Alert / Call, TOLL FREE ~ 1--800-227-2800 ~ TWO WOR~Q DAYS ::i:: BEFORE YOU DKJ 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. Suite 303 Oceanside, CA 92056 (760) 433-8710 I I · SCALE: 1' = 2000' RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31 /06 DRAWING LIST SHEET NO. DESCRIPTION TITLE SHEET PROJECT LOCATION 1 2 3 VICINITY MAP, LOCATION MAP, SHEET INDEX MAP AND DRAWING LIST STANDARD SYMBOLS AND ABBREVIATIONS, PUBLIC AGENCIES AND UTILITIES, BENCH MARK, BASIS OF BEARINGS AND NOTES DATE 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 PLAN AND PROFILE -DOMESTIC WATER MAIN LINE "A" (HGL 375) -STA. 10+00.00 TO STA. 20+00.00 PLAN AND PROFILE -DOMESTIC WATER MAIN LINE "A" (HGL 375) -STA. 20+00.00 TO STA. 30+00.00 PLAN AND PROFILE -DOMESTIC WATER MAIN LINE "A" (HGL 375) -STA. 30+00.00 TO STA. 40+00.00 PLAN AND PROFILE -DOMESTIC WATER MAIN LINE "A" (HGL 375) -STA. 40+00.00 TO STA. 48+92.80 PLAN AND PROFILE -DOMESTIC WATER MAIN LINE "B" (HGL 255) -STA. 50+00.00 TO STA. 53+70.00 PLAN AND PROFILE -DOMESTIC WATER MAIN LINE "C" (HGL 490) -STA. 58+22.56 TO STA. 67+57.06 PLAN AND PROFILE -DOMESTIC WATER MAIN LINE "C" (HGL 490) -STA. 67+57.06 TO STA. 76+00.00 PLAN AND PROFILE -DOMESTIC WATER MAIN LINE "D" (HGL 255) -STA. 80+00.00 TO STA. 84+ 77.64 ZONE 490 TO ZONE 446 PRESSURE REDUCING STATION SITE PLAN ZONE 490 TO ZONE 255 PRESSURE REDUCING STATION SITE PLAN MISCELLANEOUS DOMESTIC WATER DETAILS PLAN AND PROFILE -RECYCLED WATER MAIN LINE "E" (HGL 384) -STA. 100+00.00 TO STA. 110+00.00 PLAN AND PROFILE -RECYCLED WATER MAIN LINE "E" (HGL 384) -STA. 110+00.00 TO STA. 120+00.00 PLAN AND PROFILE -RECYCLED WATER MAIN LINE "E" (HGL 384) -STA. 120+00.00 TO STA. 130+00.00 PLAN AND PROFILE -RECYCLED WATER MAIN LINE "E" (HGL 384) -STA. 130+00.00 TO STA. 140+01.93 PLAN AND PROFILE -RECYCLED WATER MAIN LINE "F" (HGL 384) -STA. 149+80.56 TO STA. 160+87.14 PLAN AND PROFILE -RECYCLED WATER MAIN LINE "F" (HGL 384) -STA. 160+87.14 TO STA. 172+54.06 MISCELLANEOUS RECYCLED WATER PIPELINE PROFILES MISCELLANEOUS RECYCLED WATER DETAILS ZONE 490/446 PRESSURE REDUCING STATION MECHANICAL PLAN ZONE 490/446 PRESSURE REDUCING STATION MECHANICAL SECTIONS ZONE 490/255 PRESSURE REDUCING STATION MECHANICAL PLAN ZONE 490/255 PRESSURE REDUCING STATION MECHANICAL SECTIONS MECHANICAL DETAILS CATHODIC PROTECTION FOR PRS CATHODIC PROTECTION FOR PRS ELECTRICAL NOTES ZONE 490/446 PRESSURE REDUCING STATION ELECTRICAL PLAN 32 ZONE 490/255 PRESSURE REDUCING STATION ELECTRICAL PLAN 33 MISCELLANEOUS ELECTRICAL DETAILS 34 TRAFFIC CONTROL PLAN -CANNON RD. AND EL CAMINO REAL PHASE I 35 TRAFFIC CONTROL PLAN -CANNON RD. AND EL CAMINO REAL PHASE II 1 0171 HUENNEK£N5 ST. PLAN N l NG SANDIEOO,CA91121 ENGlNHlllNCi PH1858)SSMSOO SURVEYING FX (858)5S&-1414 e.µc..1~ "1° ~ Ao Cf' 01/'4 /04-f'Of"- .t,.6-~,u-~ O!--ll-Y fcVI E'D BY: ~~!.L.!'J. ~~~~ INSPECTOR .3-.2-f ·0.S DAT!= fSHFi7 CITY OF CARLSBAD I SHEETS I l----+--t------------------jf----t----i----t---1 LU ENGINEERING DEPARTMENT 35 1----+--t------------------jf----t----t---t---1 CANNON RD. AND COLLEGE BLVD. DOMESTIC t-----+----+----------------+----+----i---i------1 AND RECYCLED WATER TRANSMISSION MAINS VICINITY MAP, LOCATION MAP, SHEET INDEX MAP AND DRAWING LIST A~P~~~D WI~~-PLUMMER ~t'.,_ ,,. .,, :l=/9~aI 1----+--t------------------jf----t----i----t---1 DEPUTY CITY ENGIN ER PE 28176 EXP. 3 31 06 DATE l-c9.,,-V&:c:-'4,;-;:1/0:--:4+=14-J-1-:-:-c-+.1..-cM,,,~c,N"E,-:ciW=Wc"'ci:=:;'ER=-::Ol":.M-;:c~cc,r,:ccw,;;-c'4,"'W,?"',4':S:.-·.8//,,,-1/."''f.T,,---t---i----t----t---1 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL C1TY APPROVAL OWN BY: CADO CHKD BY: t.tJR RVWD BY: DGS PROJECT NO. DRAWING NO. 3887 3892 404-7 \ ,, N "' "' ' C, ,.., 0 -----m '-N II -I- <( I- 0 J 0. '-' " C, ,,; I- I STANDARD SYMBOLS AND ABBREVIATIONS -----ct.----- ------w------ -----RW----- ------s ------ ------s--------- ---FM------ _---=--==~--SD-·-==---_- ------E ------ -------TV------- ------G------- -----HPG----- @-----o @-----o w 0 - 0 @ - ~ @ [i51----] 10 I CENTERLINE PROPOSED WATER LINE -SIZE AS INDICATED EXISTING WATER LINE -SIZE AS INDICATED PROPOSED RECYCLED WATER LINE -SIZE AS INDICATED EXISTING RECYCLED WATER LINE -SIZE AS INDICATED PROPOSED SEWER 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 EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE -SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE -SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT (E.P.} PROPOSED WATER VALVE EXISTING WATER VALVE PROPOSED FIRE HYDRANT (F.H.} EXISTING FIRE HYDRANT (F.H.) PROPOSED DOMESTIC WATER SERVICE RECONNECTION PROPOSED RECYCLED WATER SERVICE RECONNECTION EXISTING WATER METER (W.M.) -SINGLE EXISTING WATER METER (W.M.} -DOUBLE PROPOSED AIR RELEASE ANO VACUUM RELIEF VALVE EXISTING AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED AIR VACUUM RELIEF VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED MANUAL AIR RELEASE VALVE EXISTING MANUAL AIR RELEASE VALVE PROPOSED CATHODIC PROTECTION TEST STATION EXISTING CATHODIC PROTECTION TEST STATION PROPOSED CURB INLET PROPOSED MANHOLE (M.H.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE EXISTING TREE EXISTING MEDIAN PLANTER FUTURE STREET LIGHT @ DENOTES DETAIL NUMBER (PLAN &: PROFILE SHEETS} 12 ______ _ DENOTES SHEET NUMBER EB DENOTES DETAIL NUMBER ON DETAIL SHEET (DETAIL SHEETS} 4 ~------DENOTES SHEET NUMBER THAT DETAIL WAS REFERENCED ON .. REDUCER BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS THE SOUTHERLY BOUNDARY OF RECORD-OF-SURVEY 16661, SAID BEARING BEING N89°25'37"W. - DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: DATUM: BENCH MARK STANDARD M-10 STREET CENTERLINE WELL MONUMENT CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STA. 454+92 PER R.S. 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERTICAL CONTROL DATA) 68.479 NGVD OF 1929 .':·::<?', r;:-< ·>-'.:>_;_:;_,:,_,_ .-·: ........ ::::·:·_~-:•:_:-._:,-,_ ' DAN1i1 ·· •c,va.•· E~GiJtEER1Na :Qi--------------------, __ '(;\::,.)i' t~t\.'\,'•:_/;tj • ; a_? ;®~~;~ 8 ;;--Call: TOLL FREE "' H100·227-2e00 ;:-TWO WORKING DAYS j: BEFORE 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. Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 AB ABANO AC ACP AH APN APWA AV AWWA BC BCR BEG BF BFV BLK BLVD BO BVC C CB CCP Cl CIP CIP CL CLR Ct.IC CML CML&:C CML&:TW&:C CMP CMWD co co. CONC CONT CP CPLG cs CTS It_ (CL) DEFL DEPT DIA DI DIP OR OWG E EC ECR EFF EL ENGR EP EVC EXIST (EX) F FB FC FF FG FH FIP FL FLG FM FS FUT F/N GA GALV GB GV HOR HGL HPG HOR (HORIZ) HWY ID INT INV. IP IRR AGGREGATE BASE ABANDONED ASPHALT CONCRETE ASBESTOS CEMENT PIPE ACCESS HOLE ASSESSORS PARCEL NUMBER AMERICAN PUBLIC WORKS ASSOCIATION L LAT LF LT AIR RELEASE &: VACUUM RELIEF ASSEMBLY AMERICAN WATER WORKS ASSOCIATION MAR MAX MG MH MIP MIN MJ mm MOA MON N NAP NE NO. NOS. NTS NW oc 00 OH OSHA BEGIN CURVE BEGIN CURB RETURN BEGIN BLIND FLANGE BUTTERFLY VALVE BLOCK BOULEVARD BLOWOFF ASSEMBLY BEGIN VERTICAL CURVE CONDUIT CATCH BASIN CONCRETE CYLINDER PIPE CAST IRON CAST IRON PIPE CAPITAL IMPROVEMENT PROJECT CLASS CLEARANCE CEMENT MORTAR COATING CEMENT MORTAR LINING CEMENT MORTAR LINED &: COATED PE PCC PRC PRS CEMENT MORTAR LINED &: TAPE WRAPPED &: COATED CORRUGATED METAL PIPE It (P /I.) Pl CARLSBAD MUNICIPAL WATER DISTRICT CLEAN OUT (SEWER} COUNTY CONCRETE CONTINUOUS CATHODIC PROTECTION COUPLING CORPORATION STOP CORROSION TEST STATION CENTERLINE DEFLECTION DEPARTMENT DIAMETER DUCTILE IRON DUCTILE IRON PIPE DRIVE DRAWING EAST END CURVE ENO CURB RETURN EFFLUENT ELEVATION ENGINEERING EDGE OF PAVEMENT END VERTICAL CURVE EXISTING FLARE FLAT BAR FACE OF CURB FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FEMALE IRON PIPE FLOWLINE FLANGE FORCE MAIN FINISHED SURFACE FUTURE FILE NUMBER GAUGE GALVANIZED GRADE BREAK GATE VALVE HEADER HYDRAULIC GRADE LINE HIGH PRESSURE GAS HORIZONTAL HIGHWAY INSIDE DIAMETER INTERSECTION INVERT IRON PIPE IRRIGATION PO pp PSI PT PVC PVMT PZ R (RAD) RAO RCB RCP RO REBAR REC REQ'D RT RW R/W RWGV s SCH so SORSD SE SFPP SHT sowo ss ST STA. STD STL SURV SW T TC THK TS TW TYP UG VCP VERT w WM ws W/ X RECORD DRAWINGS APPROVED BY VviLLIAM E. PLUMMER DEPUTY CITY ENGINEER LENGTH LATERAL LINEAR FEET LEFT MANUAL AIR RELEASE ASSEMBLY MAXIMUM MILLION GALLON MANHOLE MALE IRON PIPE MINIMUM MECHANICAL JOINT MILLIMETER MACHINED OVER ALL MONUMENT NORTH NOT A PART NORTHEAST NUMBER NUMBERS NOT TO SCALE NORTHWEST ON CENTER OUTSIDE DIAMETER OVERHEAD OCCUPATIONAL SAFETY AND HEALTH ASSOCIATION PLAIN ENO, PAD ELEVATION POINT OF COMPOUND CURVE POINT OF REVERSE CURVE PRESSURE REDUCING STATION PROPERTY LINE POINT OF INTERSECTION PUSH-ON POWER POLE POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE PAVEMENT PRESSURE ZONE RADIUS RADIAL REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE ROAD REINFORCING STEEL RECORDED, RECEIVED REQUIRED RIGHT RECYCLED WATER RIGHT-OF-WAY RESILIENT WEDGE GATE VALVE SEWER, SOUTH, SLOPE OR GRADIENT OF PIPELINE SCHEDULE STORM DRAIN SAN DIEGO REGIONAL STANDARD DRAWINGS SOUTHEAST SANTA FE PACIFIC PIPELINE SHEET SLIP ON WELD ON STAINLESS STEEL STREET STATION STANDARD STEEL SURVEY SOUTHWEST TELEPHONE, TANGENT TOP OF CURB THICK TRAFFIC SIGNAL TAPE WRAPPED TYPICAL 10171 HUENN£KENS st PLAN NINO SANDIEOQ,Q.92121 ENGlNHRINO PH(BS8)551-4500 5 UR VEY IN O FX (B58)558-1•U4 PUBLIC AGENCIES AND UTILITIES CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD (INSPECTION) UNDERGROUND SERVICE ALERT (760) 438-2722 (760) 602-2780 (800) 227-2600 RECYCLED WATER MAIN NOTES 1. ALL RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED ANO TESTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES ANO 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. POTABLE WATER MAIN NOTES 1. ALL WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE "CARLSBAD RULES ANO REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT', LATEST EDITION. GENERAL NOTES 1. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ANO PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 2. BEFORE ANY CONNECTION, ABANDONMENT OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES, A PERMIT SHALL BE OBTAINED FROM THE CMWD OFFICE AND MUST BE SIGNED ANO APPROVED BY THE DISTRICT ENGINEER ANO 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 ANO WITHIN FIVE (5) FEET PARALLEL TO THE PROPOSED FACILITIES BY POTHOLING PRIOR TO SHOP DRAWING SUBMITTAL. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES IN PLACE, UNLESS OTHERWISE SHOWN. 5. TRENCH PLATES SHALL BE SET FLUSH (VIA GRINDING) WITH EXISTING AC PAVEMENT FOR CROSSINGS PERPENDICULAR TO TRAFFIC FLOW. 6. CONTRACTOR SHALL HAVE APPROVED TRAFFIC CONTROL PLANS PRIOR TO THE COMMENCEMENT OF ANY FIELD WORK (POTHOLING OR CONSTRUCTION) IN OR AROUND THE PUBLIC RIGHT-OF-WAY. CONTRACTOR SHALL SUBMIT HIS TRAFFIC CONTROL PLANS TO THE CITY ANO SHALL ALLOW A MINIMUM OF FOUR (4) WEEKS TO PROCESS HIS TRAFFIC CONTROL PLANS IN HIS SCHEDULE. TRAFFIC CONTROL PLANS ARE REQUIRED FOR THE POTHOLE WORK. 7. HAUL ROUTE PERMIT SHALL BE OBTAINED BY CONTRACTOR FROM ENGINEERING DEPARTMENT. 8. THE CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS ANO PROPERTY. 9. THE HYDRAULIC GRADE LINE INDICATED ON THE PLAN AND PROFILE SHEETS (HGL 375 FOR EXAMPLE) REPRESENT THE NORMAL OPERATING PRESSURE. THE TEST PRESSURE SHALL BE IN ACCORDANCE WITH THE CARLSBAD RULES ANO REGULATIONS FOR CONSTRUCTION OF PUBLIC WATER MAINS AND THE PROJECT SPECIFICATIONS. 10. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT AT (760) 438-3891 FOR SCHEDULING. KINDER MORGAN NOTES 1. NOTIFY SFPP AREA MANAGER, MR. R.C. BISHOP AT (619) 283-4813 AT LEAST ONE WEEK PRIOR TO COMMENCEMENT OF WORK. MR. BISHOP WILL ARRANGE TO HAVE A PIPELINE REPRESENTATIVE PRESENT DURING WORK NEAR THE PIPELINES. 2. POTHOLE SFPP'S PIPELINES AT WATER LINE CROSSINGS TO DETERMINE EXACT LOCATION PRIOR TO EXCAVATIONS UTILIZING POWER EQUIPMENT. THE POTHOLE WORK MUST BE PERFORMED BY HANO ANO IN THE PRESENCE OF A PIPELINE REPRESENTATIVE. SFPP'S PIPELINES MUST ALSO BE EXPOSED ANO OBSERVABLE IF BORE AND JACK OPERATIONS CROSS THESE FACILITIES. BACKFILL AROUND THE PIPELINES MUST BE SANO (OR ROCK FREE DIRT) AND MUST BE HANO-COMPACTED. 3. PROVIDE A MINIMUM OF TWENTY-FOUR (24) INCHES OF VERTICAL CLEARANCE AT CROSSING OF SFPP'S PIPELINES. UNDERGROUND VITRIFIED CLAY PIPE VERTICAL e.µ::,1we:e.ie-OF l-.JOl"K />6 OF 0'1/tol/o-t F~ M:>-~tL1 f'Llf'--F'O-OE.b cµ,_.. '( WEST, WATER WATER METER WATER SERVICE WITH BY R.C.E. 28176 EXP. 3/31/06 DATE INSPECTCJli' I SH3EET I CITY OF CARLSBAD ~5 1----1----+----------------1-----+--+---+----+ ENGINEERING DEPARTMENT ~ t----+----+-----------------+----+---+---+----1 CANNON RD. AND COLLEGE BLVD. DOMESTIC AND RECYCLED WATER TRANSMISSION MAINS STANDARD SYMBOLS ANO ABBREVIATIONS, PUBLIC AGENCIES ANO UTILITIES, BENCH MARK, BASIS OF BEARINGS ANO NOTES APPR~~ 1 WIL& J:.-£:LIJMMER >----+---+--------------1-----1----1------1------I ~ r. • ~~~,>ttll--~ ?-19 · tJ:J DEPUTY CITY ENGINEER PE 28176 EXP. 3/31/0g DATE O'\/L4P fl---H 11\ /o/EN E#G!NEEROFNOR/<4NO AS-8Cl/tT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CADO CHKD BY: MJR RVWO BY: DGS PROJECT NO. DRAWING NO. 3887 /3892 404-7 ; .· >_. ·-1 061303 J C (,,J::E 0 G') -,, (,,,) (J1 \ " " 0 r: I I - / SCALE: 1" ~ 40' 21" YCP SEWE.R PER- CMND ONG. NO. 144-?A 12" CML&:C STL DmAESTIC WATER PER CITY OF CARLSBAD DWG. NO. D-7647 ~-@----Und-..,.,-rou-nd---,,-----------, -• w CONTRACTOR SHALL NOTIFY ~ ~ Se,vlce Alert UNDERGROUND SERVICE ALERT A Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ii; 1-«>0-227•2800 BEGINNING ANY CONSTRUCTION u WORK. SEE GENERAL NOTES I , , ··· .. Dfln•et aij,i\ 1~ai'JtEERINCI ,-<(· J'. .·,,/'" {~t:,/' ":{.~ ,.,s:·~,: ,-,,, consulting E'ngineeis 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 2. PACIFIC BELL FACILITIES SHOWN PER DWG. NOS. DB 1870S, DB 1945S, 1244-7828-UG, AND SD NORTH DIVISION OCEANSIDE EXCHANGE DWG. NO. 222. 3. SDG&E FACILITIES SHOWN PER DWG. NOS. 358-1877 (ELECTRICAL) AND 78-458 (GAS). 4. KINDER MORGAN FACILITIES SHOWN PER DWG. FOR LINE SECTION 126, SHEET 123. WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31 /06 DATE 6/03 DATE INITIAL ENGINEER OF WORK 18 \ ,-FUTURE HGL 255 I DOMESTIC WATER MAIN ALIGNMENT REVISION DESCRIPTION DATE 19 20 SEE SHEET NOS. 15 THROUGH 18 FOR CONSTRUCTION OF 18" RECYCLED WATER MAIN LINE "E" (HGL 384) DWN BY: CADD INITIAL DATE INITIAL CH KD BY: _,,M"'JR"--1 OTHER APPROVAL CITY APPROVAL RVWD BY: DGS I HGL 375 111: ST. STA. 134+97.04 I STA. 19+31.00 INSTALL 2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W8 PROJECT NO. DRAWING NO. 3887/3892 404-7 / '~f~: g~s FOR FURTHER INFORMATION. I,_ _________ _._ _________ _. _______________________________________________________________________________________________________________________________________________ _. I I I I I __ 70 1----------- NO. NO. SCALE: 1" = 40' 20 21 STREET CENTERLINE CURVE DATA R L T 57°18'28" 1400.00' 1400.29' 765.01' WATER MAIN CURVE DATA !:,. R L T 21°21'34" 1366.00' 509.23' 257.61' 22 23 24 SCALES 26 27 28 29 30 HGL 375 SEE SHEET NOS. 15 THROUGH 18 FOR CONSTRUCTION OF 16" RECYCLED WATER MAIN LINE "E" (HGL 384) FUTURE GRAVITY SEWER MAIN ALIGNMENT HORIZ: VERT: 1"=40' 111=81 ROBERTSON RANCH MEDIAN CURB (TYP.) DRAINAGE SWALE (TYP.) RIGHT-OF-WAY APN 168-050-J 7 IG: ST. ST A. 145+20.39 I STA. 29+39.95 INSTALL 1" WATER SERVICE PER CMWD STD. DWG. NO. W3 EDGE OF SWALE (TYP.) "AS BUil T" ~L~ r/4z/2r P. Ee <\bC-10 EXP. oc,/e,obc.,, DATt I SHSEET I CITY OF CARLSBAD ~5 l---l-----l-------------------1---t---+---+---t ENGINEERING DEPARTMENT ~ l---l-----l-------------------1---t---+---+---t CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS PLAN ANO PROFILE DOMESTIC WATER MAIN LINE "A" (HGL 375) ST A. 20+00.00 TO ST A. 30+00.00 APPROVED WILLIAM fa::3UtJ!MER .4-1~ ~ _,c~~.,,,.,,. -3...=.L~:Z. ocf'tJry' CITY ENGINEER PE 28176 EXP. 3/31/o6 DATE 'i -----i--------- +-+-+-- _ao SCALE: 1° a 40' STREET CENTERLINE CURVE DATA NO. R L HORIZ: VERT: T 1 "=40' 1 "=8' -_ e---------->------I-- _-~ l 0 -..: e----- === ----=--= -I---e-----1--=1==r----+-- EASEMENT DATA <§> AN EXISTING EASEMENT FOR EITHER OR BOTH POLE LINES, UNOERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS & ELECTRIC, RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 458 OF OFFICIAL RECORDS 1011t HUENNEKENS ST. p L A N N I N c; SAN D1EOO, CA t.2121 ENGINEERING PH (85fQ SSS-4500 SU l \J EYING FX !85BISSS-141-4 N <O "' ' 0 ® 28°17'56" 1400.00' 691.47' 352.94' , 1 ,12" DOMESTIC WATER CANNON ROAD Iii: ST. STA. 154+30.03 EC STA. 38+66.38 EC >---< >--0 a' NO. © WATER MAIN CURVE DATA R L T 28°17'56" 1434.00' 708.27' 361.51' " ~1tOfESS1~ ~ @~~--Tu~ ~ ~ ~ ~. ~ 1---------....,..,----------, (J '; O.-J76v&. f,.., 1 14 'MAIN LINE "A" (HGL 375) DRNIEi-• fi~j~~"~~J,rEEIUNCI i.'·" ./· ,· ---·.i ,::''"{}f,-"'•::;' REFERENCE DRAWING NOTES 1. ALL STREET, SEWER ANO STORt.l DRAIN lt.lPROVEMENT INFORMATION ALONG CANNON RD. (EAST OF EL CAMINO REAL) AND COLLEGE BL VD. SHOWN HEREON PER CITY OF CARLSBAD OWG. NO. 390-9, UNLESS OTHERWISE NOTED. I SH6EET I CITY OF CARLSBAD ~5 1---1--------1-----------------t------l--+--+------I ENGINEERING DEPARTMENT ~ 1-----l---+--------------------t----t---1------t-------1 CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS PLAN AND PROFILE DOMESTIC WATER MAIN LINE "A" (HGL 375) ~-------------------l-1----_-_-_-i--l----_-_-_tl----_-_-_-_-_-_-~_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_r_-_-_-_-_rf------_-_1_r_-_-_-_--+_-_-_--=1 ~====sT=A=·=30=+=00==.oo===T=o~sT=A=.=40==+00=.oo=======: ~~g~~~EgR~~INGS APPl3_0_VEJ>. WIIJ,J~ sJLUMMER 1----l--+-----------------1---+--l----t-----i ~~~ ~.,,,., •• ,...' &_L~.J_ DEPUlY CllY ENGINEER PE 28176 EXP. 3/31/06 DATE ~ Se!vlce Alert UNDERGROUND SERVICE ALERT A ,. ~ 3142 Vista Way, Su~e 303 ~ Call: Tot.L FREE MINIMUM OF 48 HOURS PRIOR TO ~/i' CtVl'-1Jt~ Oceanside, CA 92056 (760) 433-8710 WILLIAM E. PLUMMER R.C.E. 28176 d'I/M-h r4Y1 /1\ NEW E.IIG!#EEROf'NOf?l(AN0/15i3UltT DATE DATE INITIAL REVISION DESCRIPTION DAT£ INITIAL OWN BY: DAT£ INITIAL CHKD BY: CADD MJR DGS PROJECT NO. DRAWING NO. 3c @ Underground CONTRACTOR SHALL NOTIFY ',li rq. 12/31/04 po Co,;sultfng---E,;gineers "' 1-800-227-2800 B~~~~NGs::~E~~~IR~g~~N a,~\~ DEPUTY CITY ENGINEER EXP. 3/31 /06 ;L~~~_'.T]~~EfO~wi\'e!""!v~~~u&~~Y:S.L~FO~R~F~U~RT~H~ER~l~NF~O~RM~A~T~IO~N-~L-------------------------------------------------------=========================---------------------------------------------------------' ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: 3887/3892 404-7 /· .. ~ 062303 ! 0) a w <JI N "' "' 0 f-------- -- i-------- r - ··-~gdbr---t=ct=~-=1-='-1=::_--=i-__;cj'~ci=~= 1-1!·' C-=-i_:___ -----1,;;;;;.=:z - t~=t~::: .. i-c==l~i==l==t-1=$$$" ----- ----r 40 41 r-DRAINAGE SWALE 1 (TYP.) 42 EDGE OF SWALE (TYP.) ---1-eo -- APN 168-050-17 -- 43 44 SEE SHEET NOS. 15 THROUGH 18 FOR CONSTRUCTION OF 16" RECYCLED WATER MAIN LINE "E" (HGL 384) HORIZ: VERT: 1"=401 111=81 ROBERTSON RANCH 46 ---1----- - -- 47 SEE SHEET NOS. 19 AND 20 FOR CONSTRUCTION OF 16" RECYCLED WATER MAIN LINE "F" (HGL 384) 1.,; ST. STA. 164+23.65 - 48 t !-=-·---I--r--. - - T ' I_ --= 49 ~ ST. STA. 164+40.73 CANNON RO. ~ ST. STA. 118+12.80 COLLEGE BLVD. STA. 48+60.00 COLLEGE BOULEVARD INSTALL 2" MANUAL AIR -- 1 ,- r Iii: ST. STA. 164+26.45 I ( 2 \ STA. 48+62.80 \ 14 / INSTALL 12" DI FLGxPUSH-ON 90° '-!..Y BEND AND CONCRETE THRUST BLOCK AND 12" FLGxPUSH-ON RWGV (SE) PER --······- r ----__ i-::-· - HGL 375 SCALE: 1" -40' EDGE OF PAVEMENT (TYP.) RIGHT-OF-WAY RELEASE ASSEMBLY PER /4/// ·, , · / :: v~/ (I ' '\ MEDIAN CURB CMWD STD. DWG. NO. W6 / ., • UJ ~ (TYP.) EXISTING 14" WATERLINE-------... 1/ o/ / ',J J/ ~ /~\j\ L \ \ CMWD STD. OWG. NOS. W13 AND W16 \ -- ·r--· STA. 48+69.00 INSTALL 2" BLOWOFF ASSEMBLY PER CMWD STD. OWG. NO. W6 co 1---_-_-,. _-_-_-~,,_-_· 1--~-t-,..-_-_,t~-::=-::-::::.=::;'.:;:;E~i----~ g ~:==-------_ i5 -,,,--!( __ [_ ____ ,,,_ -., ' A. (,'" / y -~C/V\\. ~ ...J 1-----· ·----·-~~-r·· ~-,-------·-··-.... .,,_, ___ -=-=------~ i------------------~~~~-.. -_ -_,-__ :--· ,+-_-_----tt----:-··-------,-------=--=--=--=--=--=-'--r-;-:, --___ -____ -_-_f--i------~1'1-11 _ --E:-=-=-~'E=-=:'-:3 ::E W ~-----·•·•-• 11,t __ .~-----it} ii.--~ -A_•-'-~-~-►---~t"--~>~Ii.--...,_ -•~~--P~M."•••·•··--::=-!=.·"·------• ~.:/1,, .. ~-=~=:~4:3,_,, !,~ ~ ... ,. ->-I I ,._--~ ... "'-·-=ci.''>--c--f_ ~ II _L~:// /i /V / / / #" ! PE-4_::6'10 EXP. cx.,/,eo/0<, OAT~ 3-z1-os IN5PECTQ£ 0.4Te ___________ ,.. RIGHT OF WAY •1 SEE SHEET NOS. 9 AND 10 ---1 68-050-17 FOR CONSTRUCTION OF 16" ====--------, \ DOMESTIC WATER MAIN LINE "c g -< EASEMENT DATA t-u, ,-: 111 _!;! 0 EXISTING 20' WATER EASEMENT TO CMWD REC. 1-4-83 AS FILE NO. 1852 0 EXISTING 60' PRIVATE ROAD EASEMENT REC. 4-1-58 IN BOOK 7016, PAGE 536 OF OFFICIAL RECORDS <$> EXISTING JO' RECYCLED AND WASTEWATER EASEMENT PER F /N 1998-080596, REC. 12-11-98 <§> AN EXISTING EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS & ELECTRIC, RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 458 OF I 1 ,12" DOMESTIC WATER '14 1 MAIN LINE "A" (HGL 375) Iii: ST. STA. 159+00.65 STA. 43+37.00 INSTALL 2" BLOWOFF ASSEMBLY PER CMWD STD. owe. NO. W6 5.0 REG. 1.,; ST. STA. 159+40.65 ST A. 43+ 77.00 INSTALL 2" AIR RELEASE AND VACUUM RELIEF ASSEMBLY PER -STD. DWG. NO.~ W-14 Iii: ST. STA. 160+36.65 j 68-A:S~-1 g (HGL 490) ~:!..~l&11xfES tVNcc4P Uo'¢"5t€Ef/e sTA. 44+73.oo END CONS I RUCTION , , " •,, 0 0 ., •c. INSTALL 2" BLOWOFF ASSEMBLY DOMESTIC WATER MAIN LINE "A" PER CMWD STD. owe. NO. W6 PROPERTY STA. 48+92.80 LINE SJ7•57'32"E INSTALL 12" END CAP WITH 2" OUTLET (2\ 10179 HUl?NN~l<!NS ST. PLAN N I N Ci SANOIWJ,CA92121 ENGINf.ERINCi PH(8S8)SS8-<$S00 SU RV£ YIN Ci Fl( (11S8lSSIH414 CANNON ROAD AND 2" MANUAL AIR RELEASE WITH CONCRETE THRUST BLOCK. AIR RELEASE PIPING AND FITTINGS PER CMWD STD. owe. NO. W6 ill I SH7EET I CITY OF CARLSBAD ~5 1----+-----+----------------+------i---t-----J-----i ENGINEERING DEPARTh1ENT ~ 1------,1----+---------------1-------t---t---t----J CANNON RD. AND COLLEGE BLVD. ! """" a,co,os 1' ~\,~ DIINl;r~r,~1,1:IUNG ~1-® ____ U_nd_erg __ rou_nd--,,--c-o-N-TR_A_CT_O_R_SHA_LL_N_O_TI-FY--, "' ,:,p.12/31/04 c·· o" .n.sult,•n' ·g· -En.,g,·ne· e·rs'' REFERENCE DRAWING NOTES 1. ALL STREET, SEWER AND STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RD. (EAST OF EL CAMINO REAL) AND COLLEGE BL VD. SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 390-9, UNLESS OTHERWISE NOTED. f!.1-Jc<)~ "'f" 1--loJ"l<-M> Of' 01/£4/04 FOf'.. -'<>-1'.;l..JIL-T r"IJ~ oUL..."( RECORD DRAWINGS APPROVED BY DOMESTIC WATER TRANSMISSION MAINS PLAN ANO PROFILE DOMES TIC WATER MAIN LINE "A" (HGL 375) STA. 40+00.00 TO STA. 48+92.80 APPROVED WILLIAM 0LU}1MER /A./4'_,,R---. r", '.c.""~1fflf le ~./?• /j] DEPUTY-CITYENGINEER PE 28176 EXP. 3/31/06 DATE ,( Service ,l).lert UNDERGROUND SERVICE ALERT A lt i< !s, Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ~"' CtV\\../_,,$;-~ 3142V,staWay,Suite303 LUM RC E 76 ,, 1 _ ~--BEGINNING ANY CONSTRUCTION ,c rJ' ci-1-I~""' Oceanside, CA 92056 (760) 433-8710 WILLIAM E. P MER • • • 281 "'1/t..t/04 l"<..-1-1 /1\ !VEN EIIG/NtE!? Or/10/?k //ND ,46-/3()/lT DATE OATE INITIAL REVISION DESCRIPTION DATE DWN BY: INITIAL DATE INlllAL CHKD BY: RVWD BY: CADD MJR DGS PROJECT NO. DRAWING NO. 404-7 --• ~~ WORK. SEE GENERAL NOTES DEPUTY CITY ENGINEER EXP. 3/31/06 ENGINEER OF WORK ;L~~:__::rw;s~~w~i\'er"\~~[8~~cvs1.~FO~R~F'.'.:UR~T~HE~R~IN~F~OR~MA~T~IO~N:... _j_ ____________________________________________________ ::::::::::::::::::=::::::============================================:'.::====:::::::::::-===================~ OTHER APPROVAL CITY APPROVAL 3887/3892 I 062303 J / ) N :8 ' " " 3' " l'2 I SCALE: 1" ~ 40' REFERENCE DRAWING NOTES 1. ALL STREET, SEWER AND STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RD. (EAST Of EL CAMINO REAL) AND COLLEGE BL VD. SHOWN HEREON PER CITY Of CARLSBAD DWG. NO. 390-9, UNLESS OTHERWISE NOTED. 2. PACIFIC BELL f ACILITIES SHOWN PER DWG. NOS. DB 1870S, DB 1945S, 1244-7828-UG, AND SD NORTH DIVISION OCEANSIDE EXCHANGE DWG. NO. 222. 3. SDG&E f ACILITIES SHOWN PER DWG. NOS. 358-1677 (ELECTRICAL) AND 76-456 (GAS). 4. KINDER MORGAN f ACILITIES SHOWN PER DWG. FOR LINE SECTION 126, SHEET 123. STREET CENTERLINE CURVE DATA NO. .t,. A L T 57°1812811 1400.00' 1400.29' 765.01' WATER MAIN CURVE DATA NO. .t,. A L T 00°35'00" 6875.31' 70.00' 35.00" © 1434.00' 105.76' 52.91" ~1-® ____ U_n_d_erg_rou--n-d..--c-o_N_TR_A_CT_O_R_S-HA_L_L_NO_T_l'_Y--, f Service Alert UNDERGROUND SERVICE ALERT A ~ Can: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO "' 1-«l0-227•2800 BEGINNING ANY CONSTRUCTION u WORK. SEE GENERAL NOTES co;;sultingEngineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433~710 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE 12" DOMESTIC WATER / 1 \ MAIN LINE "8" (HGL 255) \!Y PROPERTY LINE DRAINAGE SWALE (TYP.) EDGE OF SWALE (TYP.) EDGE OF PAVEMENT (TYP.) FUTURE RIGHT-OF-WAY END CONSl RuCTION DOMESTIC WATER MAIN LINE "8" m: ST. STA. 127+92.63 I STA. 53+70.00 EC \ 14 / INSTALL END CAP WITH TEMPORARY '-!...1/ 2" MANUAL AIR RELEASE ASSEMBLY AND CONCRETE THRUST BLOCK. PIPING AND APPURTENANCES FROM OUTLET PER CMWD STD. DWG. NO. W6 --------------- I HGL 255 EASEMENT DATA 0 EXISTING 20' WATER EASEMENT TO CMWD REC. 1-4-63 AS FILE NO. 1652 <'.y EXISTING 30' RECYCLED WATER AND WASTEWATER EASEMENT PER f /N 1998-0605494 REC. 12-11-98 .tf.EVIEW. tJY: t:.. _,, IA c..vf,. J -- OATc OATt: J SH8EET J CITY OF CARLSBAD ~5 1----1-----+-----------------1------+--+---+---l ENGINEERING DEPARTMENT ~ t----+----+-----------------+---+----+----+----< CANNON RD. AND COLLEGE BLVD. DOMESTlC WATER TRANSMISSION MAINS PLAN AND PROFILE DOMESTIC WATER MAIN LINE "8" (HGL 255) STA. 50+00.00 TO STA. 53+70.00 APPRQVED WILLIA~. ,PLUMMER i-=-O'l_,_/="-4:.c• 0=+'-rei_-=-1-1-'xf"&-CL!..!'.M_.,_'EW'-'-"6,_,_M~ti;,C!..'.w.,,:C'f:E.e:Lr?_'__l()'-'-'f=-"N<""~'-"'w1<__._,4"'w."",:;..._As--=·"",8t1,::::.¼=---z r'---=---+---f---+--+------1 ~ J ,i,//.,._ · ,,-,L ~.,, . • 2.:. I I· aJ h RlP~ .JIIT c1J,s1i,,4t~I' ~11u1~r, ,-1,-03 DEPUTYCITYENGINEER PE 28176 EXP. 3/31/06 DATE 6/03 DGS II\ ADDED CASING. REALIGNED PIPE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DWN BY: OATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CADD MJR DGS PROJECT NO. 3887/3892 DRAWING NO. 404-7 / T~RJ'~~ ~vs FOR FURTHER INFORMATION, I,_ ________ _.. _________ _._ ______________________________________________________________________________________________________________________________________ .....J 00 s. (,,J (J1 ' ) - 160 ------+--<--- I--+-+-; 1---. I-------· - SCALE: 1" -40' -- .. l=i=i=1= --- L :_ ---- . --· . ----+-- -I---- , ' r L -· - - -_j__ 16" DOMESTIC WATER BY OTHERS (HGL 446) I- NEW 490/446 P~i,URE REDUCING STATION, SEE DETAIL ffi \IV STREET CENTERLINE CURVE DATA N "' '{' 0 NO. © b. 33°21'19" 12°15'16" R L 1400.00' 815.02' 1400.00' 299.43' WATER MAIN CURVE DATA '-' ,. 0 <D >- NO. 22°00'09" 12°15'16" R L 1385.00' 531.86' 1415.00' 302.64' II---------...,.,----------, '@=_s 2 "' HIOG-227-2800 ~ TWO WORK.HG DAYS BEFORE YOU DIG I CONTRACTOR SliALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION, T 419.42' 150.29° T 269.25' 151.90' ---I--- ,-r· -- -r------,--- 58 MEDIAN CURB (TYP.) ' -- -+---r-- ----1-- ~ - - -ti·::::. - /-· -r- ·-:·~\/.~, __ )~ f\ . //\)i?;i .'.),,, '" DANIEi a9vf1 E\to'!rEERINCI ./::;_i):.·-__ J' :otf:\.<-(}:/l _f:{):j\.-{ Consulting Engineers 3142VistaWay, Sutte303 Oceanside, CA 92056 0601433-8710 -+--+-_, 60 61 ' -~--L - -1-----.. SCALES HORIZ: VERT: 1"=40' 111 =81 - -- -. ,-- - j----~ 63 64 - -- ~ I -· :.....-.-1--t-cl=+-c'· r-= J=-+-ct-~-- i-..::..:: _:_ .,,. -...... 65 - i....:........:. _:_ -. --- --- L :!:::--_L__ _j~=+ 1 -i-:---t-----------. ----,--- --- --+----- - --~-I---1-----t· =i=~+-=-'t ---·t=t-t sl'==F''r=l==-l==t-tt=Jr=·-r=_tc-+--J-c=l -------r-t--1----_ _ _ 1 --t--- -L __ ----- 66 67 HGL 490 EASEMENT DATA 1611 DOMESTIC WATER 11, MAIN LINE "C" (HGL 490)\J.Y APN 158-050-17 Ill ST. STA. 106+02.30 STA. 63+54.42 EC EC Ill ST. STA. 107+02.30 [BC <§> EXISTING 50' PIPELINE EASEMENT IN FAVOR OF OCEANSIDE MUTUAL WATER COMPANY, RECEIVED JULY 11, 1930, IN BOOK 1796 PAGE 142 OF DEEDS <8> PROPOSED EASEMENT FOR ZONE 490 TO ZONE PRESSURE REDUCING STATION PER DOC. _____ REC. _____ _ 446 REFERENCE DRAWING NOTES 1. ALL STREET, SEWER AND STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RD. (EAST OF EL CAMINO REAL) AND COLLEGE BL VD. SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 390-9, UNLESS OTHERWISE NOTED. STA. 64+54.42 BC I SHgEET I CITY OF CARLSBAD ~5 1-------1-----t-----------------t----l--+----t----l ENGINEERING DEPARTMENT ~ 1-----l----1-------------+----+--t---t------l CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS PLAN AND PROFILE DOMESTIC WATER MAIN LINE "C" (HGL 490) ~---------------------fl-----_-_-_-J_-_-_-_-J_-_-_-_-_-_-_-_-_-_--:_.-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_~t-=--=--=--=-i-=--=--=--=-t-=--=--=--=-+-=--=--=-~I !===========S==T=A•===58+~2=2'::'.5==6:=T:=0'::~ST=A=•=6=7=+=57=.=06======, ~~g~~~EgR~~INGS APPROVED • l'v1~M ~~~~:..,..-3::/<J-Cl"l WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE 1------1----l------------------,f---+--t------t-----l ~~NG~ PE 28176 EXP. 3/31/06 DATE f'U-M 11\ tVEW ENG/NEE/{ Or ft/ORK ANO ,415 · f}t/ft.T DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CADD CHKD BY: ~M=J=R_1 RVWO BY: DGS PROJECT NO. 3887/3892 DRAWING NO. 404-7 I ~ '062303 \ (0 a w (J1 / ---- L. - - ---' - - - 1 . - - 100 - -' SCALE: 1 • = 40' "' :g ' 0 T ----t= ~ : --= --•• t----::-:- FF=--F'-----t--tts:c=t==i=~=t-----l:l==l~a:: - ---- '""'iii,;. --...... I. ----f-- "---1-- -- -•. J...._ L - _]. --r--=---::--- .f--:-. I--- -----. ---- - -I-----.. --_ -- - --_.L__, 'L--J.___-~ ----. - .. --·--__ ~ -I----· -- ' ---i---t--- -I--•--··-J._ ' --- -' -. :...:.:. l::-____ ··-. ---. -· ~--... -1=----~- --1---; ____ ----· • ..:._-1----.. --L'\-· ---t--:-... :·_·_··l.·-... .. ------;_------_:-I ..• ·--_-:-::p_- -t-• -.•• __ _, -~ 68 69 PROPOSED SEWER PER CITY OF CARLSBAD DWG. NO. 390-9 70 71 NEW 490/255 PRESSURE REDUCING STATION, SEE DETAILffi 72 SCALES 74 75 76 I HGL 490 0 .... -i. ... Ill EDGE OF SWALE (TYP.) @ EDGE OF PAVEMENT (TYP.) RIGHT-OF-WAY ... ""-·-~ ---. -... APN - 168-050-17 ---- . . HORIZ: VERT: SEE SHEET NO. 11 FOR CONSTRUCTION OF 12" DOMESTIC WATER MAIN LINE "D" (HGL 255) 1"=40' 1 ··=a· EXISTING 14" WATERLINE PROPERTY LINE APN 1 68-050-1 9 G CURB AND GUTTER la ST. STA. 117+11.68 STA. 74+67.00 INSTALL 6" BLOWOFF ASSEMBLY PER PER STD. DWG. NO. W11 (L=7') 16" DOMESTIC WATER '1', MAIN LINE "C" (HGL 4901 7 1.4 ' l ~ .. --,-·---. ;~p CONSTRUCTION DOME5J:IC WATER MAIN LINE "C" ,,---:-.... STA. 76+00.oo----· f 2 ~ INSTALL 16" BLIND FLANGE WITH 0\!_±) -""'f::. 1----~----➔-------,I, _ , >--->---t>-_ >-/---_>--__ ----------~,--~~~---➔--'s~.'.'."--.'---=-, =~ ="----_ ----~~~ _lJ / C\. OUTLET FOR 2· MANUAL AIR RELEASE ~ g----~" -s-L_-;;_ :--::-----►,,;:::::__:_-;f~►-=---➔-,;;_:~1---~,,--.,. 1----i,,-; ,,. --1 ------~ __ ·"s:.~. ·s_ '-'t-"-~-;. f'ic 0 .'--.. ~/ ,· -·qr--··--~ '"\""" ~~rE~~~c~~~EG T~~~SFTT~~°<.~K.PE~IR ::::i o 69 I ,o 70 ~-0 N37•57'32"W I -1 ~--rs---j 72 1-i ----~~~-----~ --~~ ~~ ~ '--.. '--.. ~ 75 J ~ '"'-. t-CMWD STD. DWG. NO. W6 ~ ---··=:::_-.:-_-.:-_-----,.~~~:--:-11, --------·-/:2-:,..----~ ---r--· 113·-----j,-····---•--'<;1,.--------··----~~--y;;-•----•--·-::s_~ ,1 -'·-·-S:: "'c:-,-,,~11----·-H w ~;:=t;;--~~==::?---➔ ,. >-► ->----¾--,... --➔ --➔ -~ ~ -~ . --~ ~.q , -i. ' & -----"-_ ___,..,,_~ ~ _, v,i:: -~-_.--,_ ~------~ -,.,,_ '-. ' O -L-5' ·-------_ _ _ I I ------=:::::__ -:::.-· ·-,,_ ._, , I"-'--.. ;:; · _ \ . b DRAINAGE SWALE (TYP.) --- EASEMENT DATA 0 EXISTING 20' WATER EASEMENT TO CMWD REC. 1-4-63 AS FILE NO. 1852 ~ EXISTING 60' PRIVATE ROAD EASEMENT REC. 4-1-58 IN BOOK 7016, PAGE 536 OF OFFICIAL RECORDS <$> EXISTING 30' RECYCLED AND WASTEWATER EASEMENT PER F /N 1998-060596, REC. 12-11-98 <§> AN EXISTING EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS &: ELECTRIC, RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 458 OF OFFICIAL RECORDS 0 PROPOSED EASEMENT FOR ZONE 490 TO ZONE 255 PRESSURE REDUCING STATION PER DOC. _____ REC. _____ _ -MAIN ALIGNMENT ! -INSTALL 2"0 AIR RELEASE AND -, '-, , , '-. i'-_ ~ ~ ! ~ RIGHT-OF-WAY ! VACUUMRELIEFASSEMBLY__~ ----------.. ~ ·-"-~ i_· k'-; -I'... : MEDIAN CURB ------_ __ -r-·--------. ~-__ \CMWD SJD.. DWG. NO.--W7 ~ , \~"' ~ '1 I °'1 ~ I j "'-I "----1_1!"---. : (TYP.) APN m: ST. STA. 113+92.42 /2\ ' '-· ,,, 1 ·' 1 "-''--I "I!-1-11----SEE SHEET NOS. 15 THROUGH 18 j FOR CONSTRUCTION OF 16" RECYCLED WATER MAIN LINE "E" (HGL 384) "AS BUil T" ~-,,.,,td:--:LL '7fa 7 ts: SEE SHEET NOS. 19 AND 20 FOR CONSTRUCTION OF 16" RECYCLED WATER MAIN LINE "F" (HGL 364) ~ess.o~ 1 68 050 17 12" STUB FOR HGL 255 STA. 11+47.74 LINE ·c·= \ 14 1 CANNON --TO ROBERTSON RANCH STA. 1+74.84 LINE "D-2" SEE SHEET NO. 13'-!.:!/ INSTALL 16"x12" FLG DI TEE AND CONCRETE ~ ST. STA. 164+40.73 CANNON RD. ROAD THRUST BLOCK, 2-16" FLG BFV (NW,SE) PER ~ ST. STA. 118+12.80 COLLEGE BLVD. 1r., ST. STA. 113+88.18 STA. 71+43.50 INSTALL 2" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W6 CMWD STD. DWG. NO. W13, 2-16" FLG><PUSH-ON ADAPTERS (NW,SE), 1-12" FLG RWGV (NE) PER CMWD STD. DWG. NOS. W13 AND W16, 1-12" FLG><PUSH-ON ADAPTER (NE) ROBERTSON RANCH SEE SHEET NOS. 4 THROUGH 7 FOR CONSTRUCTION OF 12" DOMESTIC WATER MAIN LINE "A" (HGL 375) P.€.A.6670 EX?. =!~/ex., II f;ll~,;;,'1,0L,!f,f,j>~ COLLEGE BOULC\. I ARD t----+--t----------~--+---1------------+-----l----l~Q CITY OF CARLSBAD ~5 HUNSAKER ,,s ~,, I;;, VI""\ Ll!LJ ENGINEERING DEPARTI,1ENT ~ : ~ ~~?~½}ES :;.= CANNON RD. AND COLLEGE BLVD. 0 "'""u...,_,sr. @; ~ DOMESTI J PC A•• o NG SANOl,OO.CA92•21 CiV\\. 'I C WA:rER TRANSMISSION MAINS a. ENC IN l lR I N (a PH (&Sil S5a-4500 ~ ~,~~-u_,v __ ,_,c.r_,._c_i--JC1".l<., __ ,,.,_.c;.ss;.;..•~"'•'.c.' -OF--dl-V_;c,Jo, MC e,o,c tfrf1f!i-~ D!INiEt 11'~~,~~~IIINII ' "',,.,:,~::~N~~ S~=~W;~,: ~~~~Mm ~~~~gR~~NGS '°"'iii'. ;\~~~:J7lWi."i&i~ <SO) ~ Service Alert UNDERGROUND SERVICE ALERT A up.-=="-Ct< Consulting Engineers • . -. NLESS OTHERWISE NOTED. D CITY ENGINE R PE 28176 EXP. 3/31706 DATE ;;-Call, TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ~~ CIV\\. ~"' 3142VistaW~,Suite303 "'1/Ul/o4 f<'.l.J-1 11\ ,1/EA/ ENIJ!NEEROF/10tf/(/,!(OA8·8ti!l7 DWN BY: CADD f r1w~C:~~~ ~~~~'.N~::~~~~!IR:+~~N er c.>.1-\~ Oceanside,CA 9205 (760)433-8710 WILLIAM E. PLUMMER R.C.E. 28176 DATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: MJR 38P8R07JE /CT3N80.92 4DRQAW14NG_N70. iL.....:= __ _!;B~ERl~RE~vo~u~D!!:IG~l,__:FO~R~F'.'.:U~RT'.,'.:H'.:'.ER~INfO~R~MA~T~IO~N-~L------------------------------------------------------~=D=E=P=U=TY==C=IT=Y=E=N=G=IN=E=E=R===E=X=P=·=3~/~3=1~/=0=6=====~EN:G:IN=E~ER~OF~W~OR~K:'.::================~O~TH~ER~AP~P~R~OV~A~L~C~IT~Y~A~P~P~RO~V~A~L~~R~V~W~D~B~Y:=~DG~S~~~~~~~§~~~~~~=~!J 06230~ - • N :g ' C> >--<( >--0 1[ !;1 C> ., >--r ~ ---I---- = -- SCALE: 1" = 4-0' EASEMENT DATA 0 EXISTING 2r1 WATER EASEMENT TO CMWO REC. 1·4-63 AS FILE NO. 1652 <0 EXISTING 60' PRIVATE ROAD EASEMENT REC. 4-1-58 IN BOOK 7016, PAGE 536 OF OFFICIAL RECORDS <§> EXISTING 30' RECYCLED AND WASTEWATER EASEMENT PER F /N 1998-080596, REC. 12-11-98 <§> AN EXISTING EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS ANO INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS ck ELECTRIC, RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 458 OF OFFICIAL RECORDS 0 PROPOSED EASEMENT FOR ZONE 490 TO ZONE 255 PRESSURE REDUCING STATION PER DOC. _____ REC. _____ _ 't-®----,U'"'.,~--,,erg•-----rouAl-ertnd-,-,-c-o-NT-R-AC_T_OR-SH-A-LL-NO-TIF-Y--, ,. ...., v""" UNDERGROUND SERVICE ALERT A ° Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO ~ l-llOG-22l-2e00 BEGINNING ANY CONSTRUCTION u WORK. SEE GENERAL NOTES _,, TWO WORKING DAYS FOR FURTHER INFORMATION. :c: BEFORE YOU DIG +---+--+-I--- DRAINAGE SWALE (TYP.) EDGE OF SWALE (TYP.) 12" DOMESTIC WATER MAIN LINE "D-1 ", SEE PROFILE ABOVE RIGHT SEE SHEET NOS. 19 AND 20 FOR CONSTRUCTION OF 16" RECYCLED WATER MAIN LINE "F" (HGL 384) END CONSTRUCTION ,.,=---,, DOMESTIC WATER MAIN LINE "0-1" I 2 \ STA. 1+84.00 \1A/ INSTALL ENO CAP WITH AN OUTLET FOR '-.!Y A 2" MANUAL AIR RELEASE ASSEMBLY ANO CONCRETE THRUST BLOCK. PIPING ANO APPURTENANCES FROM OUTLET PER CMWO STD. OWG. NO. W6 81 FUTURE GRAVITY SEWER MAIN ALIGNMENT ROBERTSON RANCH APN 168-050-17 COLLEGE BOULEVARD REFERENCE DRAWING NOTES d.\f/i';~; ,~---,h 0}ff!.::{i\:_;.::~ .;-~}::f/):" DANIEf B9YL1 l~d!)IEERING -:·)·''(_.:.~.>;< ' -. /'!-': ·// -_.y,_ .. 1. ALL STREET, SEWER ANO STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RO. (EAST OF EL CAMINO REAL) ANO COLLEGE BL VO. SHOWN HEREON PER CITY OF CARLSBAD OWG. NO. 390-9, UNLESS OTHERWISE NOTED. RECORD DRAWINGS APPROVED BY co;:,sulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/D6 84 85 / fRl•~-;~ ST. STA. 117+69.58 , I ii"---SiTA. 84+24.92 ' /.INSTALL 12" DI PUSH-ON 90" BENO ANO CONCRETE THRUST BLOCK 10179 HUENNEKENSST. PLANNING SANDleoo,CA92121 2 [NGli'IEElllNG PH(8S81SS8··000 \ SU Ill/ E Y t NG fX (RS8)558-1414 14 ' & ewc,1µe.e.f'--q-\.--101"-I<-A.6 OF O"\l"-'\p4 FOf'-,-..,:,---CUlL--, FU"'°"'= "'--IL.--{ "AS BUILT" SEE SHEET NOS. 15 THROUGH 18 FO 15 / o< /J.a.L 1/4 z/4&- P.£. -4:e,c,'lo EXP. Ol-/=I= OAT£ SEE SHEET NOS. 9 AND 10 FOR CONSTRUCTION OF 16" DOMESTIC WATER MAIN LINE "C" (HGL 490) CONSTRUCTION OF 16" RECYCLED 17,~;;;,-;i,'ijy;:------------1 WATER MAIN LINE "E" (HGL 384) if,----7 'GO ~Y:, {)--/..1,f t:. , J J j --$·.:J-1-05 DATE INSPECTOR OAT,: ~1 CITY OF CARLSBAD ~5 ~=====~====~================================~====~====~~====1===~ Lill ENGINEERING DEPARTMENT ~ CANNON RD. AND COLLEGE BLVD. DOMESTJC WATER TRANSMISSION MAINS PLAN ANO PROFILE DOMESTIC WATER MAIN LINE "D' (HGL 255) STA. 80+00.00 TO STA. 84+ 77.64 AP~RJ)VED WILLIA~LI.JMMER l--~-+-~-+~~~~~~~~~~~~~-+---~-+-~-+~~1--------1 ~~,.L-,. .• 3= 19~ ~ l--,--------,------J--+~7'.~~~~~~~~~~~--,------J'------+----1-----+-------l DEPUTY CITY ENGII ER PE 28176 EXP. 3/31706 DATE "'1/Ucfa--1 f.L.-YI 11\ !v'Ef.1 EAIGMIEU Or/YtJM' 4AIO 45-f31/ltT DATE INITIAL DATE INl11AL DATE INl11AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: CADD MJR DGS PROJECT NO. DRAWING NO. 3887 /3892 404-7 I ·062303 ( • ~--+-+-_. j ---r- -r--i ,'Of I U 'if·;•• 9-bJ.c f6"0 AW1'A -_ ~ -R .S§I R ~ E 11 el ~( -f tr1 5.dE' 'C: E f)I I ,Cl ' 3-i)Y -I----.. --i------- ------,, 1= -A '$T.R., V,,1/4 V IC¼ ,,, -~- f-- ---• ·--.. - __ i r:1 •ST,RA)[Nl D +------+--t -J< N $: f--. . ... ------. ------ ----- I -----·---··--~--'-~--------------~-----·-····---~------------',;:------------ ' - I---- --~---f---=-lr-+---+--=±cc-+-+--1=·-c ±-±--!-'=±-=-+-+-E ~---·-==ct I. --- SCALES HORIZ: VERT: 1 "=1 O' 1 "=4' --- ----------- ' --1---- ---- ---- ----i=t=t=cJc= --l- 1+00 -l--,.c.t=c.ct-==t---1--cc --~ i --- 1+25 EASEMENT DATA <B> PROPOSED EASEMENT FOR ZONE 490 TO ZONE 446 PRESSURE REDUCING STATION PER DOC. _____ REC. _____ _ IHGL 490/446 \ ---STA. 1+81.00 -----/ ~ ----<:'°". \_PROPOSED INSTALL 2• AIR RELEASE ..:, °" 'c~-;) SIDEWALK PROPOSED CURB AND VACUUM RELIEF ,s---._;o· -,,,~--..__ AND GUTTER ASSEMBLY PER CMWD J'd'o --..__VA, --..__ ~ -------- [_ 8" SEWER PER CITY OF CA-RLSBAD DWG. NO. 390-9 --- -----·--- io ~ MEDIAN CURB END CONS I RuCTION STD. DWG NO. W7 ll!,9, --..__ So.__--..__ ..:,.,.i_ _ _____ ---S ::-,'---._ ----~- S----------..__'--._--..__ STA. 1+37.92 °" ,, --..__ ~~-NE_i_T-~L-ML_w_i~-s-~-~-~w-D-~=t~. -t-i-~-~-1B-1 L-Y-~ ~ __ _ ------------- (L-8') COLLEGE BOULEVARD ~">-------------- ~-----,-------------~~~ L16" PVC DOMESTIC WATER MAIN ~"..__~ LINE "C" (HGL 490), SEE SHEET 9 '°"-----°" --- Iii: ST. STA. 100+64.68 I FOR CONTINUATION --..__ '· ..__ --..__ _ -----__ 10179 HUENNEKENS ST. PLAN NI NG SAN DIECO,CA92121 t:NGIN£ERING PH(6Sll)S58-4500 SURVEY t NC fX (558f S58-1'1"4 Q..lC..\ 1--Jeef'--Of' ~ U, Of' 0"1/z..4/0-'\-FOl"- =-OUIL-T FY"-f'<>-=>Eb q_JL-"( !N8PECTCR STREET CENTERLINE CURVE DATA NO. /:,. R L T © 33°21'19" 1400.00' 815.02' 419.42' "' :g ' 0 f ~2 BEGIN CONS I RUCTION C STA. 58+22.56 LINE "C" BC c:~ ~"<:::: f_ STA. 2+26.99 LINE "C-1" -101 ____ -------»_-_----------- ---=-=--------------~---________ ----------~----1_i~--_·_-_--_--_-_-----------~::. ______ ::_--: -------------~1-E-~_H_~-~-~--~-=-f-=-O=R=f=IT ___ !__IN=G=S:::-.::--~--____ -~-=--_-_::--::-_::--::---=-------------------~-1+-==---~ ~ ::--....__ ~ I "L \ Jr.: ST. STA. 99+65.32 "' \ 14 / STA. 1+00.00 LINE "C-1" 11 ~ INSTALL 16" DI FLGxPUSH-ON 45° BEND >-a J a. ~ 0 >-:,: AND CONCRETE THRUST BLOCK, 16" BLIND FLANGE (N} AND 2" TEMPORARY AIR RELEASE AND VACUUM RELIEF ASSEMBLY (N}. INSTALL AV ASSEMBLY ON BLIND FLANGE OUTLET. PIPING AND FITTINGS FROM OUTLET PER CMWD STD. DWG. NO. W7 1/11-----------,----------, IQ ® Underground !;;, Service Alert ~ ;;; Cal~ TOLL FREE "' 1-«>G-227-2800 ;:--TWO WORKING DAYS :,: BEFORE 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. PAS SITE PLAN -ZONE 490 TO ZONE 446 SCALE: 1" -10' REFERENCE DRAWING NOTES 1. ALL STREET, SEWER AND STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RD. (EAST Of EL CAMINO REAL) AND COLLEGE BLVD. SHOWN HEREON PER CITY Of CARLSBAD DWG. NO. 390-9, UNLESS OTHERWISE NOTED. RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE ~2 CITY OF CARLSBAD ~5 J-----+---+----------------t----t---t----+------t ~ ENGINEERING DEPARTMENT ~ 1----t---+----------------+----t---+----+------t 0'1/1.Ab f'.Ll--1 11\ NEW ENGINEER Or NCI'.( .4NO !lS·!J/J/LT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS ZONE 490 TO ZONE 446 PRESSURE REDUCING STATION SITE PLAN APP~VED _ WILLIAM E. PLUMMER A--' lvtf.n,. C: -D/~$ z .. > .. 3:_ ~tj.4Z DEPUTY CITY ENGINEER"'i>'E 28176 EXP. 3/31706 DA TE DWN BY: CHKD BY: RVWD BY: CADD MJR DGS PROJECT NO. DRAWING NO. 3887 /3892 404-7 ) 062303 I N :R ' Q - END CONS I RuCTION 12" DRAIN LINE STA. 1 +34.64 CONNECT TO STORM DRAIN JUNCTION STRUCTURE PER CITY Of" CARLSBAD STD. DWG NO. DS-7 ----...... _ ------------............. ,.____ -........... -------"' --~---"' ----11-.1211 DRAIN PIPE_" ---~--- - \1---,1_,..:,...4 +, S..:,...=E=:-E-,-=..:P:-'-':R,...:.:,O.:....:.F,-,--1 L:....,:E:=----=B"'-:"O= ·-r-=r--=-o-,---,M-R-::-1---=-G--:--,H-=T--,. - "" !'-\ I ~ 1,P~!~ ~NSTVt/ UCTION ST A. 1 +00.00 \ CONSTRUCT DISCHA~GE BASIN AND STORM DRAIXONNECTION ~/ \ I STA. 1+14.50 - - ~ --------·----:-,. ---..... r¾ - -Cr,.S - -i)._----. ---- 11 -------- EASEMENT DATA 0 EXISTING 25' STORM DRAIN EASEMENT PER DOC. _____ REC. _____ _ 0 PROPOSED EASEMENT f"OR ZONE 490 TO ZONE 255 PRESSURE REDUCING STATION PER DOC. _____ REC. _____ _ ---- -- 1 a" SEWER PER CITY OF _j__ CARLSBAD DWG. NO. 390-9 ---· -·----· . -·--·----·---H--·-----------------. --------·---------------·--. --. -------------· I --·------····-------··· .... ----io io --II COLLEGE BOULEVARD 11\12" DOMESTIC WATER MAIN \~1 LINE "D-2" (HGL 490) 1M --~ ===-:--------•~+----'-··· .. . ----··-•--·•-----------S-TA--.-;~7-0-.0-0--------___ -_ ,___ __ ------·n--·~-.. -----~---------- INSTALL 2" AIR RE.LEASE -~ . ' ~ILVACUUM' REDEF" ASSEMBL y 11 ---PER CMWD STD. DWG. NO. W7 END CONS I RUCTION 11< ST. STA. 113+92.42 I STA. 1+74.84 LINE "D-2" ~ STA. 71+47.74 LINE "C" SEE SHEET 10 FOR APPURTENANCES ! I MEDIAN CURB PRS SITE PLAN -ZONE 490 TO ZONE 255 ffi SCALE: 1" = 10' 10, 11 - ill 10119 HUENNEl(£NSSf. PLAN NIM C $ANDIOC:O,C\9:i!121 [N.C.IN(llllalC PH(ll5~S5ll--4500 SURVEYING ~_;_,o_.;so_ss•_,-_,. ____ _, e:\JC, l\,Jee.f-OF Wo f'.K. J.,,o OF ""1 /t.4 /04 FO J'- A,e,-~LJIL-1 f\_)ie-f'Obe:c> o\-11--{ 11 AS BUILT" +.,o.,1ct~ ~A1/4J- P.F-. 4b&7o E!'-P. 0v/,:,o /o& DATE . - ·-- --65. __ ···t---- HGL 490/255 ~3 CITY OF CARLSBAD ~S 'ii ,_ .: ,_ 0 _, 1----------+----+---+------------------+---+--t------ii-----t ~ ENGINEERING DEPARTMENT ~ ~¥-i:>7~-~ ~~-to_e_Y-,-------------t SCALES 1----+----t--------------+--+--+----1r----1;::::::=c:;:::::AN==N~o=N=R====o=.AN====o=c~o~L=L=E~G=E=B~L~v=o=.=~ 1 ', 1·1< _,.,J~-~~-~ .3•,;l:f~0.5 HORIZ: 1"=10' DOMESTICWATERTRANSMISSIONMAINS "- " 3' Q " ,_ ,: ~----------.----------, "' ® Underground ~ Service Alert 3-can, TOLL FREE "' 1-227-2800 ~ TWO WORIWG DAYS CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRK>R TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. REFERENCE DRAWING NOTES INSPt,C10R = OATe VERT: 1"=4' ZONE 490 TO ZONE 255 1. ALL STREET, SEWER AND STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RD. (EAST Of" EL CAMINO REAL) AND COLLEGE BL VD. SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 390-9, UNLESS OTHERWISE NOTED. RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE PRESSURE REDUCING STATION SITE PLAN 1------+-----+--------------f-----+---+---+--_____, w~ ::4 ... _,.~...... 3.::,9-~J APPROVED WILLIA~ PLUMMER DEPUTY CITY ENG EER;PE 28176 EXP. 3/31706 DATE Ol/2-4,b f".LJ-1 Ii\ t'/EW ,Y./G/NE.!'R OrNO,RI<' //IJ!tJ4S-8tllt.T DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RVWO BY: CADD l.lJR DGS PROJECT NO. 3887 /3892 DRAWING NO. 404-7 BEFORE YOU DIG "'------~;;;;..;.;.;.,;..;.....a... ________ _._ _______________________________________________________________________________________________________________________________ __, ' ., 062303 { w X z < 2 ::IE w • ., 0. I 0. ;.., PROPOSED AC PAVEMENT AND BASE (TYP.) -: __ . . ;. MAXIMUM SLOPE PER GEOTECHNICAL RECOMMENDATIONS ~-+--DOMESTIC WATER MAIN OR STORM DRAIN PIPE IDENTlrlCATION TAPE AS REQUIRED }., ,!; ::Ii --·. --: . . .· 6" MIN. (TYP.) 8" MAX. (TYP.) - _:··. -SPRINGLINE 6" MIN. HORIZONTAL BENDS CPLANl --•"'r -: • • A -l -...J POUR CONCRETE\ AGAINST UN- DISTURBED SOIL "' 7 ...J A 6" MIN 2' CLASS "B" / CONCRETE SAND 6" MIN BEDDING TEES ANO PEAD ENOS CPLAN) HORIZONTAL BENDS & TEES SECTION A-A 2 REINFORCING RODS, SHAPE TO FIT. COAT WITH IS: 20 MILS. MIN. or KOP-COAT IS: I - THRUST BLOCK TABLE 11 1/4" 22 1/'Z 45· 90" DEAD END & TEE I.D. PIPE PIPE TEST HOR. VER. HOR. VER. HOR. VER. HOR. VER. HOR. VER. INCHES MATRL CLASS PSI (L 1 x L2) C.Y. (L 1 x L2) C.Y. (LI x L2) C.Y. (LI x L2) C.Y. (LI X L2) C.Y. 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 15.0 12 PVC 200 250 3.2 2.1 3.7 4.6 2.9 7.2 6.4 4.1 13.3 8.7 5.6 18.8 7.3 4.7 18.8 16 PVC 235 285 4.6 2.9 7.3 6.4 4.1 14.2 9.0 5.8 26.3 12.2 7.8 37.2 10.3 6.6 37.2 NOTES: 1. THIS THRUST BLOCK INrORMATION IS INTENDED TO COMPLEMENT CMWD STD. DWG. NO. W15 AND TO BE USED IN CONJUNCTION WITH THAT STANDARD. 2. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE OF 1,500 PSr PRESSURE AND TEST PRESSURE AS SHOWN IN THE TABLE ABOVE WITH MINIMUM PIPE COVER OF 3'-0". 3. INSPECTOR SHALL DETERMINE SIZES roR FITTINGS NOT SHOWN. 4. A SAFETY FACTOR or 2.0 WAS UTILIZED roR PVC PIPE. 5. THE ABOVE BEARING AREAS CAN BE REDUCED Ir SOILS WITH HIGHER BEARING CAPACITIES ARE ENCOUNTERED AT THRUST BLOCK LOCATIONS. FOR EXAMPLE, IF BEARING CAPACITY IS rOUND TO BE 2,000 PSF, BEARING AREAS CAN BE MULTIPLIED BY 0.75. IF BEARING CAPACITY IS 2,500 Psr. BEARING AREA CAN BE MULTIPLIED BY 0.6, ETC. 6. L1 AND L2 ARE GIVEN IN FEET. PIPE ZONE MATERIAL SE or 30 OR GREATER HAND PLACE UP TO SPRINGLINE OF PIPE ,. SERIES 50 BITUMASTIC. USE# 6 REBAR FOR PIPE DIAMETERS LESS THAN 14", # B REBAR FOR 16" THROUGH 30" '--coNCRETE THRUST BLOCK (CLASS "B" CONCRETE") 7. IN NO CASE SHALL L2 EXCEED 5' roR A BEND or 45• OR LESS. L, SHALL BE ADJUSTED WHEN L2 IS GREATER THAN 5'. CLASS "B"__/ *L1 CONCRETE ,--~--, N :/l ' 0 ~ .; e: I NOTES: 1. BACKrlLL IN TRENCH SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90,C, 95!11: IN UPPER ONE rooT. 2. SEE SPECIFICATIONS FOR PLACEMENT or BACKFILL IN PIPE ZONE. TYPICAL TRENCH SECTION r1" NOT TO SCALE REMOVE EXISTING 14" MJ CAP ST. STA. 125+46.46 STA. 10+00.00 DOMESTIC WATER MAIN LINE 'A" C EXISflNG 14" DI\ WATER MAIN r,--·--------~-• 11'--~ -'I-------➔'1-H-- \._ ______ _ SEE NOTE 1 NOTE: THRUST ANCHOR PER CMWD STD. DWG. NO. W18 14"x12" MJ Dt REDUCER " '' 2" BLOWOFF ASSEMBLY PER CMWD STO. DWG. NO. W6 " " -• JL •• 10·-o·± PLAN 12" AWWA C900 PVC PIPE (CL 200) 12" PVC REPAIR COUPLING, CERTAINTEED OR APPROVED EQUAL WITH RESTRAINING HARNESS PER MANUFACTURER SEE SHEET 4 FOR CONTINUATION 1. PROPOSED PIPING TO BE CONNECTED TO EXISTING 14' DI WATER MAIN PRIOR TO FLUSHING AND TESTING. EXISTING 14" DI WATER MAIN TO BE INCLUDED IN CONTRACTOR'S WORK FOR FLUSHING, TESTING AND DISINFECTION. DOMESTIC WATER CONNECTION AT STA. 10+00.00 r 3 ..,_ NOT TO SCALE l-"1----------,...----------, w ® Underground ~ Service Alert DflNlj'' B~Y~,<-~J~;~l{INQ .·::\-/'",:•:>· :;',/:_:·_:_.•--· ·';) ': . ."" ... ° Call: TOLL FREE ✓,.,-1-800-227-2800 ,9.-TWO WORKING DAYS I BEFORE VOU 018 CONTRACTOR SHALL NOTIFY UNDERGROUND SERVK)E ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92055 (750) 433-8710 VERTICAL BENDS *L1 = THE MINIMUM DIMENSION FOR THE X-AXIS AND Z-AXIS THRUST BLOCK DETAILS NOT TO SCALE 8. HOR (L1 X L2) CORRESPONDS TO HORIZONTAL BENDS AND TEES. ED INSULATING SLEEVE (FULL LENGTH) ©j INSULATING WASHER (BOTH SIDES) 00 THREADED STUD (2 PLACES) [ STEEL WASHER ANO NUT (BOTH SIDES) INSULATING GASKET (TYPE E FULL rACE) ALUMINO-THERMIC WELD~ A B C D NEW DI PIPE PER DETAIL (~)(TYP.) /\::Jl ," l<61'c-n....._....__,_.....,. I \ \ I I \ "'"'"· '"'') ,:~-1 [_ PIPE • ' ~ EXTERNAL PETROLATUM WAX TAPE WRAP PER PROJECT SPECIFICATIONS tt~-TO TEST STATION. roR CTS WIRING AND MOUNTING SEE DETAIL W D \}y A C B INSULATING MATERIALS: GASKET -TYPE "E' PHENOLIC WITH RECT. 0-RING SLEEVE -010 GLASS WASHER -010 GLASS BURIED INSULATING FLANGE KIT r 5 ...,_ NOT TO SCALE 6' THRUST ANCHOR PER---, CMWD STD. DWG. NO. W18 14' FLANGE COUPLING ADAPTER 14" PE DI SPOOL 2· CONCRETE TEST BOX PER DETAILW @ EXISTING 8" BLiND=\ 16"x14" FLG DI REDUCER FLANGE EXISTING 2" BLOWOFF • • EXISTING 8" RWGV---16' SOWO FLANGE EXISTING 16"x8" TEE~~t;=] EXISTING 16" CML&C\ E:E°'1 "NA fER MAIN \ m r I r --~n m 14" FLEX COUPLING / -EXISTING 14" DI WATER MAIN ---, ;,. _ __,_ •. ◄-· .... ·:.,, ·- NO. 4 REBAR ON ALL FOUR SIDES o--_-7:i _ _j Ll:11~::---_-..= '1 -,-Ill Ill T Ill H+.,I+--41,~-·--+ PAVEMENT OR CONCRETE PAD, 2'-2' SQUAREx4' THICK IN UNPAVED AREAS ONLY ' . C +:JD---r+-1-1/2" DIA. BRASS TAG (TYP.) SEE NOTE 2 BELOW \_ ____ _JI l. __ -·-____ .JI V 11 L --·---LH-1--. -=--.• .ii.lJ~---:ur-~ LU w;w EXISTING 16" BFV-_/ REMOVE EXISTING 16" DISH HEAD INSULATING FLANGE KIT PER DETAIL W Qy ,-. ... -.. PLAN CUT AND REMOVE EXISTING 14' DIP AS R QUIRED 61-011 (MIN) ___ v PROVIDE BOND ACROSS W COUPLING PER DETAIL @ NOTES: _/r-1 NATIVE SOIL . , TO EXISTING CML&:C STEEL PIPE \..Y-_.,. 2-NO. 10 HMWPE WIRES TO PIPE 1. SEE GENERAL CP NOTES ON SHEET 28. TO NEW DI PIPE 2-NO. 8 HMWPE WIRES TO PIPE 2. WIRE I.D. TAGS SHALL IDENTIFY PIPE SIZE, MATERIAL AND SERVICE (I.E. 14' DIP RECYCLED WATER) r==-:-DOMESTt WATER CONNECTION DETAIL INSULATING FLANGE TEST STATION RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE NOT TO SCALE \...14.J ~ CITY OF CARLSBAD I SH3EE5TS I 1----1----+---------------~1-----+---+---+----+ Ll1J ENGINEERING DEPARTMENT 1----f----+----------------f-----+--+---+----+ CANNON RD. AND COLLEGE BLVD. OOMESTlC 1-----+---+-------------+----+---+-----<-----< AND RECYCLED WATER TRANSMISSION MAINS MISCELLANEOUS 1 NE N ENG/NEER tJr flltJ;fl( AlltJ ,46·&/ltT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DOMESTIC WATER DETAILS AP~!~~ PLUMMER o[~CITY E~176 EXP. 3 DWN BY: ADD PROJECT NO. CHKO BY: MJR RVWO BY: DGS 3887 3892 DRAWING NO. 404-7 i ' 062303 .J::. 0 .J::. I ..... N :g ' 0 >-"" >-a -' 0. " "' 0 i: . .... .. r -1 "_ = ~ ----~-_= j _C ~( N i-" 'Rµi Jl ~ g;ap<}=, :~ ~ 6 L~':. /·} Ir~, i:= ~ \.~Pl, E .te ~ :2:Ui~ t ~~ _t_r--· _+r=·~¼cr __ '-t-r ::. .~ -.. .. t-I -L l r r +--l--+ .• J ' - ·-----I-. ----' . --- -- ---.--------- ----:--=--··=-= :::..:-:~ --= --:==+-·~-cJ==t--=+-·=~·-·-1=*-=t-_~ --i-:------__ -- I---- -------1-' ------- .. ---1--+--+-----+--+--+-,__,__, ·+--+--l-·---- ·-·-··- T -j - ---f----__ l ~ '°=::_ ::::_·__ .---:-.= -----= --I------ ---.. I---- t-. r -· .. :·~ ____ I -___ I--._:___ __ C'n=:t--.--i-~;-i--r--t=-=Jcc-jc--,-c_"j==-j==--~:-_:_ ::-_:-_:.:_ :---r=£:=t::· _ f--- .---,==1==1:=t::-ct==f:·= __ 1=1=·=··~=-=!· = .. =t=i:==r==t=lt=i_= .. =-_t';;t;t~t= ,~~-l~~;-f~J==r,=···l;=t=l=JE-:·t=J==r=l==t=l=]E:!=3==t=·Jr~=·· t=1==+;:=-f-.1c-==lJ'=1= =-+ r ,C-_ i-l ~-=_t+-~=1::t:l~+\=+=l=i"= =!=i==fc: ... lj-·=_=!~L==~i=·~--·.·lL"-----=:::.=-=1-f=t~'=:::t-t=~_=_j_=:-.r=t~:=;=t1t_::.t--Jt-~·l:_=i~-t-==:l'~_·.l::.c.c_-.t----J'--==i=t-·_-t_:"_i=:=t-t1-__ ·Jt-C::::·t'7 ~Tt·--·1==t' -t·-"··f::--! --------·~: ---.. -l -+---j- ---· ----t==t-.-+·-f'-c±cc·F r cccl--t---1------_---+----~·---__ , ---- ·------• SCALE: 1" = 40' Underground 5ervlce Alert Call: TOLL FREE 1-«l0-227-2e00 TWO WORKING DAYS BEFORE YOU OIQ ----==tc -----j ,~--,.--, _-_· t-__ -_ +--+-=f __ +-.-.. +-+ -------=-= ---- H=±=+-+-.t=..!.=+-\H=++-t=d=4"'-l--.-!4=1=++==i=t=-14=1=+-cl===l=~lf'-=4=1==1--4==1=F-h-=+==1=4-J==i==FH=±~--+-'.:t= --- .. ---" _._.= -=1c-,r• +---+----t--t------ ---t---t-t--j-------------- 100 101 102 103 104 SCALES 106 107 108 109 110 I HGL 384 12'' CML&C STL DOMESTIC WATER- PER CITY OF CARLSBAD DWG. NO. 0-7647 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, Suite 303 Oceanside, CA 92056 (760) 433-8710 2. PACIFIC BELL FACILITIES SHOWN PER DWG. NOS. DB 1870S, DB 194-5S, 1244-7828-UG, AND SD NORTH DIVISION OCEANSIDE EXCHANGE DWG. NO. 222. 3. SDG&E FACILITIES SHOWN PER DWG. NOS. 358-1677 (ELECTRICAL) AND 76-456 (GAS). 4. KINDER MORGAN FACILITIES SHOWN PER DWG. FOR LINE SECTION 126, SHEET 123. \A/ILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 PROPERTY LINE RIGHT-OF-WAY EASEMENT DATA 0 EXISTING 20' WATER EASEMENT TO CMWD REC. 1-4-63 AS FILE NO. 1652 0 EXISTING 30' RECYCLED WATER AND WASTEWATER EASEMENT PER F /N 1998-0805494 REC. 12-11-98 ROBERTSON RANCH 8 ! h ..._ _______ __. ________ _.. _________________________________________________________________________________________________________________________ __J ,.Jo, CJ1 s, (,,) CJ1 II -I-<( l-o ~ a. C, 3 0 N I- I----:_ -, . ---= - -- - -----,------ --~---- - = --i--::--- - SCALE: 1" = 40' . - . ::_j ,U ~ ~ ~ - -·A !C::-• ;_.___ I- ~ (I) ·-· 110 STA. 1 +05.00 INSTALL 2" MANUAL AIR RELEASE ASSEMBLY PER CMWO STD. OWG. NO. W6 16: ST. STA. 136+31.09 I STA. 111+02.00 INSTALL 2" MANUAL AIR RELEASE ASSEMBLY PER CMWD STD. DWG. NO. W6 Iii: ST. STA. 135+50.00 STA. 110+21.77 INSTALL 2" WATER SERVICE PER CMWO STD. DWG. NO. W4 :,: I----------~---------~ ~ ® Underground ~ Seivlce Alert e- a Call: TOLL FREE /.,- 1-.ac»-227-2800 ;3,-TWO WORKHG DAYS CONTRACTOR SHALL NOTIFY UNDERGROLNO SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. ~- -·- ·+-+----j--+---+--. ' f-----i==· . - ~. 111 .. - ' -. j 112 END CONSTRUCTION RECYCLED WATER MAIN LINE "E-1' ST A. 1 +66.00 ;;•~';'.!r?'.>?;:· i\ '~~:i?•-·\?/(i{~ -_':;f.{),tf DANIE! apvL; ~~G!itEEllNCI · .. :.:-_r--.~~~" ·.c -~·;·;: ~:,. __ .,,;;V :':_ }:;-.~:.{(;_,>~ Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-8710 . ------ ------:-· -- -- 113 12\ ·-- ,-i----------· - 114 FUTURE GRAVITY SEWER MAIN ALIGNMENT -~ . ·- SCALES HORIZ: VERT: 1"=40' 111=81 \ -- - -----I--t=-:--__ ·-- - = --- - ----- 116 117 118 16" RECYCLED WATER -/ 1 \ 16: ST. STA. 142+50.00 I STA. 117+16.00 I MAIN LINE "E" (HGL 384) \W INSTALL 2" WATER SERVICE PER CMWO STD. DWG. NO. W4 STREET CENTERLINE CURVE DATA NO. R L T 57'18'28" 1400.00' 1400.29' 765.01' WATER MAIN CURVE DATA ------~ ---t=_ 119 RIGHT-OF-WAY 120 ------·-+-+--' ---- 101.79 HUENNEkENSST. p LANN l NG SANDIEOO,CA92121 ENGINE tR I NC PH (65815511-4500 SU RV E YI r'4 G fX (853) 5511•1-4'.4 - ------ HGL 384 t; e\.-lC-,IUeq,_, <"F' l--'9"1"-AO oF O"I/L."t/O"\ FOf".- .!;! u=>-DU ILT fLt<-f'o-,,eo cµ__-,' " AS BUil Tn P.~~~::~t~ 94:ir CANNON ROAD NO. I',. R L T DRAWING NOTES 1. ALL STREET, SEWER ANO STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RO. (EAST OF EL CAMINO REAL) AND COLLEGE BLVD. SHOWN HEREON PER CITY OF CARLSBAD OWG. NO. 390-9, UNLESS OTHERWISE NOTED. RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE 22'59'15" 1385.00' 555.67' 281.62' ~ CITY OF CARLSBAD I SH3EE5TS j 1----t----+-----------------1-----t---+---+-----+ L.l_QJ ENGINEERING DEPARTMENT l----+----lf------------------+---+----1----1----1 >----+---+-------------+---+----1----+-------1 ~RO.AND COOfGE Bl.VD. ENCINA BASIN WATER RECLAMATION PROGRAM PHASE 2 RECYCIID WATER lRANSMISSION MAINS PLAN ANO PROFILE ' RECYCLED WATER MAIN LINE "E' (HGL 384) STA. 110+00.00 TO STA. 120+00.00 1----+---+--------------+----+----+------l----t _,U£u . <:C'/4 3d'l· 07 APPR~O_¼ED WILLIA E. PLUMMER DEPU CITY ENGINEER...,.PE 28176 EXP. 3/31 /06 DATE D'I/U\P f'.LM l1\)llN6W;VEt;f'OFIYtJfW .4#0.48·/'Jt/ltT DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTIJER APPROVAL DWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CADD MJR DGS PROJECT NO. 3887/3892 DRAWING NO. 404-7 BEFORE YOU DIG J:L...----====~-----------L----------------------------------------------------------------------------------------------------------------------------------------' ,·' ;; . 062303 i ~ O') g, w U1 N :ll ' D >-< >-0 ~ --r ~ -' ,_____a_o ----------------i-- ---t:-::· ___ _ 120 SCALE: 1" = 40' WATER MAIN CURVE DATA NO. R L 28°17'56" 1415.00' 698.88' I-.. +-- ----- T 356.72' ----------- --- 121 EDGE OF SWALE (TYP.) -~ -t-· ---f-· t---------f-- EDGE OF PAVEMENT (TYP.) 122 DRAINAGE SWALE (TYP.) ---__ -I - ---- - - 123 8" RECYCLED WATER MAIN LINE "E-2", SEE SHEET 21 FOR PROFILE 124 N16°53'12"W i f.: ~~ D11n 1~J'}vif ~1UJl0~11Jna '· ~~ii;i~"i~~::~iif~;;JT4k~w SCALES 126 127 HORIZ: VERT: 1"=40' 111=81 END CONS I RuCTION RECYCLED WATER MAIN LINE "E-2" STA. 1+66.07 . INSTALL END CAP WITH 2" MANUAL AIR RELEASE ASSEMBLY AND CONCRETE THRUST BLOCK. PIPING AND APPURTENANCES PER CMWD STD. DWG. NO. we RECORD DRAWINGS APPROVED BY 2 _l 22 I 128 129 m; ST. STA. 155+22.55 STA. 126+97.00 INSTALL 2" AIR RELEASE AND VACUUM RELIEF ASSEMBLY PER CMWD STD. DWG. NO. W7 ----I= --I--t--- t ------t----f--- -t--- ----+--- 130 HGL 384 EASEMENT DATA <§> AN EXISTING EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS & ELECTRIC, RECORDED OCTOBER 20, 1948 IN BOOK 2966, PAGE 458 OF OFFICIAL RECORDS ...,-u?.a~« .. .-, ~ ~*" ; 1.:.19-i?J APPROVE~_,.. WILLIAM E~P MMER DEPUTY CITY ENGINEE PE 28176 EXP. 3/31/06 DATE / -.,._.v....., UNDERGROUND SERVK:E ALERT A ..-.,, '1• ~ ,-1" DWN BY: CADD PROJECT NO. DRAWING NO. 11-~--~---',!-nd_-_ero.-_ .. -rouAl-end-rt"T"_co_N_T-RA-C-TO_R_SH_AL_L_N_O_Tlf-V--, \;!"' e.12/31/04 : G-0---_n,,s,u/ting----i:;gine:/J DWG. NO. 390-9, UNLESS OTHERWISE NOTED. O'l':,A/o-"Ll-1 /l\ .,EWO/GINEt:/?OFNOli'K ANO A-5-8!/ltT t3 EE MINIMUM OF 48 HOURS PRIOR TO ~ CtV\\. ~.,. 3142VistaWay,Suite303 DATE DATE INlllAL DATE INITIAL DATE INITIAL CHKD BY: _Jt.t,,,JR.,__ 3887' '3892 404 7 ~1~;~~C~a~ll:~T~O~L~L~F~R~~BE~GIN[5NIN;G~A~NV~C~ON~S~TR~U~CT~IO~NJ ___ :'-f:Jt:=~~-~=------O-ce_•_n,_id_•._CA_9_20_5_6_0_60_'_4_33_-8_7_,o _____________________________ J:~Wl~LL~lgA~M~E.~P~LU~M~M~E~R~==~R~.c~.~E~.~2~8~1g7~6====::!~~~~~~==~R;E~V~l;S;IO;N~D;E~S;C;R;l~P~T;IO;N~===~o'n,~ER~AP~P~R~OV~A~L~C~IT~Y~A~PP~R~OV~A~L::!:~R~V~W~D~B~Y~:~DG~S~~~~~~/~~~~~~~~-=~~ 1-aoo-227-2800 WORK. SEE GENERAL NOTES CF Cl,\.\ DEPUTY CITY ENGINEER EXP. 3/31/06 ENGINEER OF WORK ::,. ri~i:~~ ~s FOR FURTHER INFORMATION. I I 062303 l. N :g ' 0 "ii ,_ .. ,_ 0 ~ ~ I =i=-,- ---i". = - I I -··-r-1==1=.rcct--=F'-l==l=i:•=·-4=-· =i=~:Jc=cp· S( N'..S: Ff UC~ Bf h 1= j-----== t= ' - t ... ~ -,, ot e-v.~~1 •1i:>1.~t, e ,-c,4z·-151\--1------i---- AW " G9l o.. f>.' C: Pl I-'~ {( ~ 2 0 . --l=cl=-c· ·=i· =-•i=-=t ----- I - ,- -- -,_ 130 SCALE: 1" ~ 40' DRAINAGE SWALE (TYP.) EDGE OF SWALE (TYP.) -EDGE OF PAVEMENT (TYP.) +----l----.J__ 131 . I---·:.: 132 1r;; ST. STA. 158+01.60 I STA. 132+ 75.00 INSTALL 16" PUSH-ON BFV PER CMWD STD. DWG. NOS. W13 AND W17 MEDIAN CURB (TYP.) ,_ PPRO ii.I f U fl A E INl fl o:..:. - ------1----.. -·-· -·-·· -~ L '--.••.• LIC' "J -----i----- -----· 1---f------- 133 I~ ST. STA. 159+53.60 ST A. 134+27.00 INSTALL 2" AIR RELEASE AND VACUUM RELIEF ASSEMBLY PER CMWD STD. DWG. NO. W7 134 t-- 1 '"' SCALES HORIZ: VERT: 111=40' 1 "=a· -_ -=00100 136 ROBERTSON RANCH ------ S• -0.00 r -. . - 137 138 1r;; ST. STA. 164+01.60 STA. 138+ 75.00 INSTALL 2" BLOWOFF ASSEMBLY ,,.--:--,...16" RECYCLED WATER APN PER CMWD STD. DWG. NO. W6 01 0 = 139 COLLEGE BOULEVARD - 140 ~ ST. STA. 164+40.73 CANNON RD. ~ ST. STA. 118+12.80 COLLEGE BLVD. / 1 \ // / / / '\ / ~ ! / !/ / : V / I ' 1 \ I \' 1"ST.STA.159+00.00 I \n1MAIN LINE "E" (HGL 384) 168-050-11 PROPERTY,,// /)('l',y' I r/_= '~ ;,'D [-~ \ -SEE SHEET NO. 11 FOR CONSTRUCTION or 12" DOMESTIC WATER MAIN LINE "D" (HGL 255) HGL 384 ~Tli Atf3~?3wfTER SERVICE G ABANDON IN PLACE EXISTING / ~ ;~ i )\//~~ / I/ / ~ -~ 0 , N ' PER CMWD STD. DWG. NO. I~ ST. STA. 160+34.60 14" WATER MAIN, FILL IPE ,, /1 / \' , J , \ END CONS I RuOTION W4 \ -PER CMWD STD. DWG. NO. W6 __//, '/ (I --1-j RECYCLED WATER MAIN LINE "E" STA. 140+01.93 12' ' --·----1 -l -L--. 1NSTAtC2" BtOWOFF ASSEMBLY -/ / A I \ -----... -.. ·\----------------. . . -----/ / I ) , I i j /'' ) ~-_,.. ,.. •--' ·-----\.\.--_ ---\'========~ INSTALL 8" END CAP WITH 2" OUTLET \ 22 AND 2" MANUAL AIR RELEASE WITH ~ CONCRETE THRUST BLOCK. AIR RELEASE PIPING AND FIT NGS PER CMWD STD. DWG. NO. W6 ?IIQFfo~ ~~i\DL. 1'-1, i ,~ ~ ti! ~ :I:~ -----'~ -----+-----If-----~:--------'~_------~~-:~~~-:~ 'ff==--I r6cr--l1' -------,..,,-·-·r ; _ ::==-~7;2:~Hz·+----/ ri~ -----;,L-y' ----ri4,c--c /I' I ~~ ·-·---• · • 1Jt· ·· -·••·••· ....... -e·----··tJZ······ ·········------,.--,,13:,-·-·-· -,.----••·· •· 1u ¼'.1 _ 15 N53°15'17"W 1~ ' ,//,1,f; , . 138 / / '~~~1;..:iJr,::9 __ -:;f#"°-;,'//:,._ ____ ...;14'; NO. C-48670 Exp. 06-30{)6 ~CIVIi. ~ 0FCA\.\~ --~-.... - <oo I :::E LaJ >--~ ·•~"-,..-~- w 00 __J-- I~ SJ. STA. 158+05.60 ----. -=-=· =~r- ~TSAT~tt2~?9,;.?~ RELEASE i= =-~f --c~-~-·--E-10179 HUENNEK™S ST. p L A N N I N G SAN DU'O0. CA &21l1 ENGINEERING l'H(858)S58-4500 SU llV EVIN G fX (8581S511-l~~-4 ,-.: V) S! SEE SHEET NOS. 4 THROUGH 7 FOR CONSTRUCTION or 12• DOMESTIC WATER MAIN LINE "A" {HGL 375) EASEMENT DATA 0 EXISTING 20' WATER EASEMENT TO CMWD REC. 1-4-63 AS FILE NO. 1852 ~ EXISTING 60' PRIVATE ROAD EASEMENT REC. 4-1-58 IN BOOK 7016, PAGE 536 or OFFICIAL RECORDS . <s> EXISTING JO' RECYCLED AND WASTEWATER EASEMENT PER F /N 1998-080596 REC. 12-11-98 APN 158-050-17 /,:\,. AN EXISTING EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND ~ CONDUITS AND INCIDENTAL PURPOSES IN FAVOR or SAN DIEGO GAS & ELECTRIC, RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 458 or OFFICIAL RECORDS 1---1 -~-2c,~\~~~§~~'\~--7g"· ~~·--~1/F7~•ry7-· ~-"~7~--.-t-·"""-, ~~,,1F-~,"#f= l t!-1,Jeoli-Jetj'-Cf' \..10'-K Ao Of' O'l/'-'4,b\-f"f'-j M-t'>UILC\' fl.!~c-= &'lJl.-'( SEE SHEET NOS. 9 AND 10 FOR CONSTRUCTION or 16' DOMESTIC IG: ST. STA. 159+03.60 I STA. 133+77.00 INSTALL a" BLOWOFF ASSEMBLY PER CMWD STD. DWG. NO. W11 (L=22'). CONNECT TO 16" PIPE WITH 16"x6" MJxFLG DI TEE WITH 6" FLG DI 45° BEND AND 6"x4" FLG DI REDUCER. /4\ ICi: ST. STA. 159+26.60 \??I STA. 134+00.00 ~ BEGIN CONCRETE CAP \ llir::-::=-s=T.-S=cT=-A:-.-:1;-;;5,:;:9-,-+"'a1=-.6"'0c--, ~ AND 14" BLIND FLANGE STA. 134+55.00 @ (2', I~ ST. STA. 164+07.04 I END CONCRETE CAP \ ?? , STA. 172+04.64 LINE "F"- 5TQ REG. '"" ST. STA. 162+23.60 STA. 136+97.00 INSTALL 2" AIR RELEASE AND VACUUM RELIEF ASSEMBLY ~ CMWD STD. DWG. NO. ~ W-/4 ~ STA. 138+80.44 LINE "E" INSTALL 16" FLG DI CROSS WITH CONCRETE THRUST BLOCK, 3-16" FLG BFV (N,S,W) PER CMWD STD. DWG. NO. W13, 3-16" FLGxPUSH-ON ADAPTERS {N,S,W), 16"x8'. FLG DI REDUCER (E), 8" FLG RWGV (E) PER CMWD STD. DWG. NOS. W13 AND W16, 8 FLGxPUSH·ON ADAPTER (E) APN 168-050-19 WATER MAIN LINE "C' {HGL 490) r-----------------i ST. STA. 164+13.59 I ,_ ~ ,, AS BUl'f" STA. 138+87.00 / ½ £1 INSTALL 2' BLOWOFF ASSEMBL ); -¾/IL,L "Ala,, PER CMWD STD. DWG. NO. W6 p E ~,o E!P. oe,,/c:,o/oc, SEE SHEET NOS. 19 AND 20 FOR CONSTRUCTION or 16" RECYCLED WATER MAIN LINE "F" {HGL 384) 1/21/4r I .OATe CANNON ROAD Ri:1//E~tJ 8Y, A {_ / ~c.wf,.Y. ' INSPECTOR ~8 CITY OF CARLSBAD fs8illsl5 l---+---+----------------t----1~--t-----t----i ~ ENGINEERING DEPARTMENT ~ 1----1--+----------------ll----+--t---t----t 1----+---+--------------+----f--+----1f-----1 C'.A.NNON RD. 00 COllEGE BLVD. ENCINA BASIN WATER RECLAMATION ~ ~~ DflNl·~,>-~j(~,-~~,!~E~RING 1• ~~Lo~J~~I~;;~;~~N~~~N~~:;~~~;~~T~R~~:~~~~No REAL) ilil----------.----------, f;i No. 37682 i;: ;:I' J, ••. ., r;), . '?'<:CC-f AND COLLEGE BLVD. SHOWN HEREON PER CITY or CARLSBAD RECORD DRAWINGS APPROVED BY PROGRAM PHASE 2 RECYCLED WAlER TRANSMISSION MAINS PLAN AND PROFILE RECYCLED WATER MAIN LINE "E" {HGL 384) STA. 130+00.00 TO STA. 140+01.93 APPROVFD WILLIAM E~P MMER ,&'t.,7~ .4..,,, .., < 3-19-QJ DEPUTY CITY ENGINEE -PE28176 EXP. 3/31/06 DATE "' Underground CONTRACTOR SHALL NOTIFY "' "'P-12/31/04 : Coii~u/tiiig" E;;ginee;; DWG. NO. 390-9, UNLESS OTHERWISE NOTED. oy:2.4/o"t A-M fl\ NEN E/VG!!VEO'ffl-tlOM' .41/0 .4S-I.JIJILT !;,-@ Selvlce Alert UNDERGROUND SERVICE ALERT A -,, DATE INITIAL DATE INITIAL DWN BY: CADD PROJECT NO. DRAWING NO. ~ Call•.TOLLFREE MINIMUMOF48HOURSPRIORTO ,l); CtV\\. ~" 3142Vi,taWay,Suite303 WILLIAM E. PLUMMER RCE 28176 DATE DATE INITIAL CHKD BY: MJR 3887/3892 404-7 , s TON 'f,-,. ~ Ocean,lde,CA 92056 (760)433-8710 · • • REVISION DESCRIPTION RVWD BY OGS "'Il~;~~±,i-81~1)Qi~227~-u-~l~B:~i~I ~~~N~GSE~A~EN~~~ECNE~o~~A~IR~~~\~~s~L __ ~::c~cr=C)!.=l~~=---------------------------------------------J:~D~E~P~U~TY~~Cl~T~Y=E~N~G~l~N~E~ER~=~E~X~P~-~3~/~3~1~/go6~====~E~N~Gl~NE~E~R~O~F~W~O~RK~===~~~~~~==========~~OTI-l~ER~AP~P~RO~V~A~L~C~IT~Y~A~PP~R~OV~A~L~~~~=:=======~=========!.J '.:;-r~:~ g~vs FOR FURTHER INFORMATION, / . l 062303 ' C ~:E co G') a w 01 ---I. l==cl==cl===Jc= -- -' ~ 170 --- -+-+---cct· ---:___ .I----I --- - -c· -------=t==l==t-t ---j=c--=-i==t===t:c:c-Jt------ -----. ---i - ---I---.-. - -- -_L __ -----+- l=, ,-.. ' -=--.:: -----. ~ le- 150 151 152 153 154 SCALES '"' ST. STA. 96+32.52 I /6\ ,..._ HORIZ: 1"=40' -_ __j___ .I-t- 156 157 158 --j -r-- 159 EASEMENT DATA L_-__ L 160 \ STA. 149+97.56 \ 2? J END CONSTRUCTION VERT· 1"=8' INSTALL 16" DI FLG go• =-RECYCLED WATER MAIN LINE "F-1" • ~ BEND AND CONCRETE ~~ g~~i:JIc(H~tTl~:7) STA. 21 ~2 ;a zf3o.or. , 2 , ~ EXISTING 50• PIPELINE EASEMENT 1N FAVOR OF OCEANSIDE ~ _ _ THRUST COLLARS/ INSTALL END CAP AN!) OUTLET FOR 2" BLOWOFF 1 22 1 MUTUAL WATER COMPANY, RECEIVED JULY 11, 1930, IN ?'-> ~ -ASSEMBL y AND CONCRETE THRUST BLOCK. BOOK 1796 PAGE 142 OF DEEDS ~ SCALE: 1" ~ 40' --,_. ----------~ >I I .• STA. 98+00.00 COLLEGE BL VO. PIPING AND APPURTENANCES FROM OUTLET ~ -. ,,. PER CMWO STD OWG SEE SHEET NOS. 9 AND 10 FOR o 0:::::::---=---------.. ------~NTfLINE INTERSECTION • • NO. W6 APN _ CONSTRUCTION OF 16" DOMESTIC ~ 8" RECYCLED WATER MAIN 158-050-17 16" RECYCLED WATER /1\ WATERMAINLINE"C"(HGL490) -~ ---------------,,~-~_::::::.z.--(TY~ I" LINE "F-1". sEE SHEET 21 MAIN LINE "F" (HGL 384))\W ,,;: ST. STA. 104+02.oo i l~ .--------:..---:::::-0(./l -------$-..__________ ""-~ ··:::.:.:------------,,, \ FOR PROFILE STA. 157+81.98 "------------------~ d i,, . ..., -~----.--:-: --~ ~~""---._-"·· -". _,,,.. , ST . ,1+21.00 490/446 DOMESTIC WATER INSTALL 2" WATER SERVICE -·· ~ , .----->- 16. DOMESTIC WATER . ...__i-r--PER CMWO STD. OWG. NO. W4 BY OTHERS (HGL 4~ ~,... ~::;~-:::-::---~ --~ ~---::,,, -,;,g_!i~ _: -:· :t:__SE __ 'f'_Pi':~CM_~~~~~~ .!T~TION ' .,,,_,,,_-WATERLINE ' ----:::::--~--__-~-------.-------:::: -----TL~~ . +-+----- -~ "'"' --~ ~ --~ • . ..,_.,,_.,,"'~---, "' ---------c@ (/)-t::---/---A:;-' "--'-~ -~:~-:-~ :__ : .. _ _:__:_~~-. . . [ -~ \~) I ~ " <) ~ I I ----:::-::::---:=::-------------. -II -----___.-~ -~----{,t -· --:::__~_ --= __ ~~ -~ ----,__ ~ --1 --------,,,~,~~---~-:..c:.-----_.~--'-.-'"_• -ll~ "-_::,._ __ _L'-_ -__ :==-.___.~--... 1-----~-------------:::::s:---•--~,&---------_ ~ · -----·--~'c,,~ ·---=--.----,,___-_ ' ,., -___ .,_." • , --. f .. -· -----~-/~ ·t --·------------------------~ ~ WATERPUMPSTATION"-~-r. -"-"--~--~----:~:':_.~ . k.. '~-.. 9 9 -~"~:-r--· -~--=:~----~~-______ ----··----• -·--~~--·-·· ----~---;-···t~ 0 --7 ~· -,---__ --_--::~--=7 :--~---:-:___-k. -: \ f#;; _:~______.~ DISCHARGE LINE (HGL 550) ~ -~-~ ~1'116_•~• -'= ~ _?;·-----===----,.1-, ... ,_-!!? ---------1S:'-----5---J----1----, :,/' -1!1._.,_I_I----______,...-_:....--------__..-~ '\ ~--,,-~ ----~ 11> /""---... ...,-~-----· l<S,"1,t _/~ o .._ ~ -. ·~., ,, .. __ "-"" '"''""· •·••·h,.,,..,. , ~~ t " "' Oi-_...: ----_ _,l _ ____.-----1()4 -----. ~-------~~e er_____. ....-~,.,......::::--; CALAVERA RECYCLED WATER ··•--'::---"< ,-._ "i'_ ~:~/_ ·,-_ ·-··-.... -·-, , •• ·•·-·~'O(J +----+--'I-+ _,.___ -=-===="' -L"" °' --------~ --i-----------="' ~ _,------_-_.---,..... . %, PER CARLSBAD PROJECT NO. 38891 • 1'°'·.-~------Fl..----~~,le. ··-------·······----~-•~--~-,,r=¼-=.--., ----,=g~1 -~ I \tc, « _ -r-------~ --,----.,.-•::_. .~ . :·:::::~.':_"""·•--c~.----~"'~--=-c------.... -. ---':" -,,.. . ---------.. •°r_'-· --;I' C ~=,.,.~----~-----:-~----~ i BEG ....,_ --......:::------~ •~~-__ li:J.c;:--~--. .< =.it ~__.;;.---OQ ~-_,,_.-~ ,,,_~ -IN CONSTRUCTION •·-• ;::.:_:;~~c---_c-~.= J' .. =·-'=c--·-_cc--f5=-.,-<5'-L ;.. ;:!; \ -_____;.-. ii-, -, -=--1 , ~.,,--• -,.---_..,--· --•_ ~ ~ RECYCLED WATER MAIN LINE "F" • · --~ · . a=-.~-=-" ., --= --$'.c~ <= -_ "' ---===~=fu~~ -~-,· -----r· • -~ ... -----EDGE OF ~--------'l1, ( ;,! \ 11,; ST. STA. 96+32.52 I l===---,t_ ;:;:=:::-1"' ST. STA. 106+02.JO IEC I HGL 384 \_W STA. 149+80.56 , _ \ '·-·•--~-=-----=--_ · ·------!'.'. ~.F --\._( .. ·-I '.\ I ' '-=--------_ " EDGE OF SWALE (TYP.) STA. 159+87.14 EC .. :;;;~1::.~~-ft",J'/i/,~/;,['~~"'"' '" "· "'· ,,..,_,. lac ,..-';,::-,~.:--~'\ 1 /•'\ •• ( ;''~r····;FL~. ---~---·--·-'!--\, --\\~{1fi14~~----:-co ~ <:;-~-=->:-~-~f¢~~tGE SWALE r----ST-R_E_E_T_C_E_NT_E_R_L_I_N_E_C_U_R_V_E_D_A_T._"A ___ ~ ? STA. 151+52.33 BC INSTALL 1-1/2" WATER SERVICE -L'___ / \ ~-----------_. j _ 'J .,;¥y ;;> ROBERTSON ~~ ~J~-1t,i:I; • ?pzµs-~--------PER CMWD STD. DWG. NO. W4 -/ --"'> -.;> cc=;;>-'~=> -= '--"< ? ~, \ ~-($,l!Dlt.,_~1 NO. /::, R L T P.€, 4e,1.,,o EXP. oc../e.o/ov OATe 16: ST. STA. 98+02.58 I \ ltl ST. STA. 98+11,37 I RIGHT-OF-WAY • / 14\11> ST. STA. 102+53.62 ' APN ~ "'\ © 33°21'19" 1400.00' 815.02' 419.42' STA. 151+68.00 STA. 151+77.00 \ 22 J STA 156+3000 ~~~~~~--1 58-050-17 NO.C-48670 N gV/.,:!'WE,OL· INSTALL 2' BLOWOFF ASSEMBLY INSTALL 2" MANUAL AIR RELEASE '-e:/ BEGiN CONCRETE CAP I~ ST. STA. 104+oo.oo I Elcp.()6.30-06 WATER MAIN CURVE DATA PER CMWD STD. DWG. NO. W6 ASSEMBLY PER CMWD STD. OWG. NO. W6 STA. 157+79.93 ~ C ~ ;l lii\ "J-lA, 0$ ,,---:::--, .r:---..4 ,r.:--~s-:cT=--cs=T~A--,10,-c2-+9"'7,c-55c--, INSTALL 2' WATER SERVICE Li', ~a /Vl~,✓---.11)": NO. t:, R L II"" J-ltl ST. STA. 98+07.00 ( 2 I 4 \ •~ · · - · PER CMWD STD. DWG. NO. W4 il'CA~I~ -\?_-t'"-=oA..:.~.:c.cn-=-:oR::'--------.0.::::~:::;Te=----1 BEGIN CONS I HUCTION ~ ~· '~-iµ~~., '·-~"-·~ -, '-· ® ,, STA. 151+72.35 LINE "F' = \ 22? STA. 156+75.00 --,..--~,-of' ~,..-~or -yL"\....-r rot<-N 33"21'19" 1434.00' 834.81' 429.61' I:\ ,,---:::--, RECYCLED WATER MAIN LINE "F-1" ~ END CONCRETE CAP .---1 -1 ------"~00"'=-·_,::rcLl::::,slL-:,_:r---'-'ru=:1"'=-=r==-===-:::Ol.JL:=Y_,___ ___ I_I __ T __ T__i,,7-;:=:::::::::::::;-;:::::;:::;:::;~;:::=:;::::;;~::::::~;;::;::::::::=~;-::::::::::::::::1 T _z ili / 2 , STA. l+OO.OO STA. 1+17.00 LINE "F-1' I ,, INSTALL 16"x8" FLG DI CROSS WITH CONCRETE t----+----+----------------l---l------1----1------l rn:J CITY OF CARLSBAD Lffl ll ~ I INSTALL END CAP AND OUTLET FOR THRUST BLOCK, 2-16' FLG BFV (S,N) PER CMWD co LLEG E BOU LEV~R D $ HUNSAKER 2" MANUAL AIR RELEASE ASSEMBLY STD. DWG. NO. W13, 2-16" FLGxPUSH-ON ADAPTERS ENGINEERING DEPARTMENT >-AND CONCRETE THRUST BLOCK. (S,N), 2-8" FLG RWGV (E,W) PER CMWD STD. DWG. "' & ASSOCIATES PIPING ANO APPURTENANCES FROM NOS. W13 ANO W16 AND 2-8' FLGxPUSH-ON CANNONRO,ANOCOIJ.EGEBI.VD.ENCINAB,ISINWATERRECLAMA110NI :=; SAN DllGO,INC. OUTLET PER CMWO STD. OWG. NO. W6 ADAPTERS (E,W) PROGRAMPHASE2RECYaIDWATER~MISSIONMAINS o' '-' ,. 0 "' f- 10179 HUENNEKENS st I> l ANN I tt (1 SA.NDIE00,092121 lN(;INlilllN(i; l'HIIISIIISS&-4500 Su• V l YI~('; l'lt ~--'-58-14"4 :,; 1--------------------~ ® Underground ~ Service Alert ;;; :;-Call: TOLL FREE IO 1--800-227-2800 ~ TWO WORKINQ DAYS ~ BEF-ORE YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALEJH A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. REFERENCE DRAWING NOTES 1. ALL STREET, SEWER AND STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RD. (EAST OF EL CAMINO REAL) ANO COLLEGE BL VO. SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 390-9, UNLESS OTHERWISE NOTED. RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31 /06 DATE PLAN ANO PROFILE RECYCLED WATER MAIN LINE "F" (HGL 384) STA. 149+80.56 TO STA. 160+87.14 APPROVED WILLIAM E. ~LU MER J------+--+---------------~---1------1-----+-----' I_,.,-~,-~ _......__. --z. 19-<21 DEPUTY CITY ENGINEffi-PE28176EXP, 3/31/06 DATE DWN BY: CADu PROJECT NO. DRAWING NO. CHKD BY: MJR 3887 /3892 40 RVWD BY: DGS 4 7 9/.?4/M ~ Ii.\ NEN E#G/NF& OF #()RI< 4AIIJ /18 l}tJ/tT DATE INITIAL REVISION DESCRIPTION DATE INlllAL DATE INlllAL ENGINEER OF WORK OTHER APPROVAL Cl TY APPROVAL ---= r r --, I---- - ' --.i-:.---r - - --l---F==f -·--t-+---t- - - -F"-+----1 -----··--------r_--:-¼c=¼·=-¾==!==~-f::"-=--ci=--=!==-"l==l==l=~ --------·· --- l=t=l= :i=:-----·----::.!',,, --_-, ~ V(-c=~ 0 PIPE IN ---,------1--------=l= __ =_+_= __ =l=_ ·c,~=f~~r~~t=j~j~~~7"-=t,~1=~·±-+-=-l=-=f-=J--i':=f~=lT=f-:::~---::-EE't __ -cc ___ cJ=_=--=!=------r-·- I ?n r ~-. --1' ----" -l-~-l=c::ttt------j=c*~="t::C ... l-=-t=·=--+ t=5h' j-~-=-+=+-__ ~CJ="'ft=-lc _ ~--+---+--+--+---+-____ -t ----t----t----i--~l:. __ ::::_t-/-·+·'...c'j ~-~- 1 [-l--E-1r~-1,j1=: ~i=il~:=t~~-1-f--J-~c==~~-c~-~-:;'·~1~ij'~--~--i~i~ff[~=fficc1_ ·tc.cc.t.c=c __ r_=-----rc·cc·-1==cJ 1----------=-=t'---+ -'-l==J=l=i --.:: .. ±c~=----±t-~ -=+= __ =t_ =_ -: .. ,., S-~-§-~---§-t:,.C-+--, -==, c::-:: :::_ ,_;,. ·---90 -- 1 ~-iiili-· • -~ .._ t =•~ ~~ ~-;-~'; ~ -f~ -_-_: ------··r· --_:~:: ~r:::--=-~J::--=-t•=·--_-1-"iF, PP ,i I~ T~ 01 T,.,_~fil'_; =T=-e-~=r!=~~ ~,·i~::l~~i-~-;~;-~·-;:--tc_::_r_~-=--=f-i==;~;;·=c---j.:.:~-~j.:-=$·=··•-$=--c$-=· .. r-,.. -~ ----·--~-:~-----~ -·--•---· -· ------~=i==icc--=-f __ , ~... ....... 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N; ----%~· :, : i== __ +_=+=t-_ -'-: : : • · --------j==~c=--1~ -• -------c-,q=~:1::1=:--Er==ttfi~_~ __ FE·1-~~-~t; __ =_t_~-~~t1-G-l; ___ f_; __ i_ ;-J_~·~' f-f-_ --•-$=-: ~~1 ~-_ __ ---------------~ -----t-,_: ----------__ +-, --, ~ ,, -t-1 ;_, ---------, ----, ----.----r-t--j... ---1 161 NO. SCALE: 1' = 40' -• • - . ' 1 ---+---I -1-- 162 163 164 165 166 S CALES 168 169 172 HGL 384 HORIZ: STREET CENTERLINE CURVE DATA WATER MAIN CURVE DATA FUTURE GRAVITY SEWER MAIN ALIGNMENT VERT: 111=401 111=81 END CONS I RUCTION t:,_ R L T NO. R 12°15'16" 1400,00' 299.43' 12°15'16" 1366,00' , 1.,; ST.'\STAt 107+51.35 J{I; ST. STA. 108+09. 76 COLLEGE BLVD. CENTERLINE INTERSECTION STA. 16t~35.00 INSTALL 6' PUSH-ON BfV PER CMWD , ~ ST. STA. 109+00.00 ST A. 162+80.04 STD. DWG NOS. W13 AND W17 INSTALL 2' WATER SERVICE PER CMWD STD. DWG. NO. W4 EASEMENT DATA 0 EXISTING 20' WATER EASEMENT TO CMWD REC. 1-4-63 AS FILE NO. 1852 ~ EXISTING 60' PRIVATE ROAD EASEMENT REC. 4-1-58 IN BOOK 7016, PAGE 536 Of OFFICIAL RECORDS <§> EXISTING 30' RECYCLED AND WASTEWATER EASEMENT PER F /N 1998-080596, REC. 12-11·98 <§> AN EXISTING EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS AND INCIDENTAL PURPOSES IN FAVOR Of SAN DIEGO GAS & ELECTRIC, RECORDED OCTOBER 20, 1948 IN BOOK 2988, PAGE 458 Of OFFICIAL RECORDS ',-.· ,_ --~ , /· 'J,'.:;, ,,,v., .. ; _;i,:}:'J·.-\-/"' -t-'.\ _._. _ _.,_,._._. __ j.::_,-<_'.:~-:~-'.-',r:·~-, T 292.16' 146.64' 10179 HUENNfK£NS Sf. P L A ~ N I N G SAN DIEOO, C.'92121 £NGINHltlNG l'H[8S81SS&-4S00 SU llV EYING flt (8581SSa.1-'~-' SEE SHEET NOS. 9 AND 10 FOR CONSTRUCTION OF 16" DOMESTIC WATER MAIN LINE "C' {HGL 490) ~ RECYCLED WATER MAIN LINE "F" I 2 STA. 172+54.06 \ ?? INSTALL 16' END CAP WITH 2' ~ FLUSHING TAP AND CONCRETE THRUST BLOCK t:µc.,11-JEE-f"-OF 1-JOf-1'-. A°'°' OJ" O"I /L 4/°'4 f'O("C ,t,,b-P!.JILT' l'Ui'-f'O= 01-JLY s kt/47' cfJ 8Y, ~-CANNON RO. AND COLil<lE BLVD. ENCINA BASIN WATER RECUMAllON / PROGRAM PHASE 2 RECYCLED WAlER lRANSMISSK)N MAINS (___ ,l~..tA-3-.2"f--Q5 PLAN AND PROFILE REFERENCE IN5P/!CTO/? OATc RECYCLED WATER MAIN LINE ·r· {HGL 384) STA. 160+87.14 TO STA. 172+~4.06 RECORD DRAWINGS APPROVED BY APPROVED WILLIAM E. PLUMMER ili1---------,-,-----------, ;, Underground Df1N11J ._9,L, t~G•reeauNa ·i·• ;~)i' ··-.;"_'.•-:.":_/·;:;;1 . ;.J::,;•)tY 1, ALL STREET, SEWER AND STORM DRAIN IMPROVEMENT INFORMATION ALONG CANNON RD. {EAST OF EL CAMINO REAL) AND COLLEGE BLVD. SHOWN HEREON PER CITY OF CARLSBAD DWG. NO. 390·9, UNLESS OTHERWISE NOTED. .....---/4 ~/.4..L ~~.,. 3::.1 ?,()J DEP1JrrCITYENGINEER PE 28176 EXP. 3/31706 DA TE t@::~L~~ ----.,-1-800-227-2000 ~ TWO WORKING DAYS BEFORE YOU DIG I CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER !NfORMA TION, Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433-11710 WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE DATE INlllAL ENGINEER OF WORK DATE INlllAL DATE INlllAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: CAOD MJR OGS PROJECT NO. DRAWING NO. 3887 /3892 404-7 C "'::E 0 G') 0 -t, w 01 N :g ' 0 II -L <: L 0 J "- '-' "' 0 " L t------:--r-- '-'- L-- - _-_ ' ---- -- __ _:_ _,_:_:_ --+-- -' +--·-· -- -"--- - - ---+-- -_·_:_ I--..:--+--+--+- :,: ~1------------~-----------~ ® Underground CONTRACTOR SHALL NOTIFY ;;--Service Alert UNDERGROUND SERVICE ALERT A [; ;;-Call: TOLL FREE MINIMUM OF 48 HOURS PRIOR TO "' 1 _227_2800 BEGINNING ANY CONSTRUCTKlN ;)-TWO WORKJNG DAYS WORK. SEE GENERAL NOTES BEFORE YOU OIQ FOR FURTHER INFORMATION. :,: --. - - L . ---- ' ' - ---' --~ lc-l==~==cf== r....=.·: J._--=-~ .c...:_ ---t=_J _ _j - - tc L___L__ __ --- _J._ __ -- _:__-- ' - =------------ -- - ) ... _ _j_: .c_::--_j______'. ' -_ _--- --_j__- --' ----- ---I---------l------- -1==-l=ccl=-L ' L - ' +"'==-1-c------1-==l=ci=• I= ---:..:---= -1---- ' ' - j _·_::-:: -__ --L .. t-_ .. L-1------+-__ -__ 0 -~ = L__ l::::..::....:_ _j__ ' -I----I-- 1----L..._ --- ------- .i-::_: L ' -~ -, __ :-;;r ,.::::~i:i: l\ ,_ ..... ,/d--~;.?f;-_ ~\. .:<: ·:j;(:f:'. \\ DANIE,. B?Y~p ~r~1'rEERING . :'. ,' ·.-""' -·:,\·. ,,., >·:/) .J<;.,}-~f\~.· Consulting Engineers 3142VistaWay, Suite303 Oceanside, CA 92056 (760) 433-8710 --- r l - - -..=. - I---- -- -,91 -t= F1==1 i==t===-+= - ---- L- L - -I-- - - - -- -- ._____i:.:_ • _j__ - ___ :::__ t= -1------1-----. -_ C EXP. ,:,t_,/oc, /ov j j OAT€ i. !NSP«TOR ' ' - -- ._:._:_-- ~ -- ---·_ -- ---+----9 1----=1---, _j__-:_ L__"_ - - - L -- -- L -L I +-=J -, --- l-----4-~+L--+-=±=1==-j~ - I_ l---- -T - e, N"-TRl e- L LC L_ _:f-~1, II • ' _1't-• ''-" l • . ,-- _-H -,_1·.-. --i-:.··- ' ,. ~ 1""' --+--L --' ---- -_j__ - ----- ---l--------i--------__ • L __ L_ -----+----- ' - -_ ' 21 L [ I- ' ---- - ---i.... -1--=------····- ----I-1--- L --L - ' -L L L -- _: l.--- II HUNSAKER & ASSOCIATES PLANNING ENGINHRING SURVEYING SAN DIEGO,INC, 10179 HUENNEKENSST. ~ DIEGO, CA 92121 PH 18561 S~IS-4500 FX 18581558-14"4 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER - . -:. _L_ - L ---- LF I - R.C.E. 28176 EXP. 3/31/06 -,__ --- -1 - L -- -,J._. __ _ ~ .,.J._. I _- I -j ' -- -- L -,-- 0'1/L4/o. l'<-LJ-1 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION -- - - -- T >----L - ~- L -_j___ - -l-----_:_;_ __ -1----·- ---+--- L E:c:ECCC:E3='7':'=E3cLl'~~,:•-1_=:fc__?~gij_'}=cl=+-d::,.:C_tL=h,b;.J.= ~~•--1----- ::= L_-__ i==i=i==i=i==!c=I= t_ui°',R='1==i='l--'-4=i==i"----l-'-'=t=,-c..:.-_ _,_== -.. ----- I--l----i- ----i.-=- ---I- DATE INITIAL OTHER APPROVAL L ~ .i....: ---I-- --+---1---.I---I------ +--f----+_--__ r..::_·_-------+--- -- - -. ----- ·_·_:_-:--.+:--....__ L-- r I-----'-----1--J 'J.c=l=-=+'--4--+==1=--i--l==l==i'-_j_-=-i=--"-'r- DATE INITIAL CITY APPROVAL - ---------- L L -=L:..:..- ------1----Jc=t=cc•r---....__ '------------=--1------._____ -' -1---t---------- ---1-----_:__ +---~-t- ~ CITY OF CARLSBAD I SH3EE5TS I ~ ENGINEERING DEPARTMENT CANNON RD. >NJ OOJ.EGE BLVD. ENCINA BASIN WATER RECW.IAOON PROGRAM~ 2 RECYCIBl WAlER lRANSMISSION MAINS MISCELLANEOUS RECYCLED WATER PIPELINE PROFILES APPR~~p WILLIAM~. ;_!ti-AMER ~~ ~-"-----_.1:: / 9-"J DEPUTY CITY ENGIN E PE: 28176 EXP. 3/31/06 DATE DWN BY: CADD DRAWING NO. CH K D 8 Y: __,M,.J.,R~ RVWD BY: DGS 404-7 ,062303 a (.,.) 01 "' z 0 N "' Q. a: x < ::Ii • <D I ;., NOTES: PROPOSED AC PAVEMENT AND BASE (TYP.) ~ z -:i MAXIMUM SLOPE PER GEOTECHNICAL RECOMMENDATIONS ,,--t--RECYCLED WATER MAIN IDENTIFICATION TAPE , 6" MIN. (TYP.) 8" MAX. (TYP.) 6" MIN. PIPE ZONE MATERIAL SE OF 30 OR GREATER HAND PLACE UP TO SPRINGLINE OF PIPE 1. BACKFILL IN TRENCH SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90" AND 95" IN UPPER ONE FOOT. 2. SEE SPECIFICATIONS FOR PLACEMENT OF BACKFILL IN PIPE ZONE. TYPICAL RECYLED WATER TRENCH SECTION ED NOT TO SCALE V > .., HORIZONTAL BENDS fPLAN) 'b ----I ----"' -------- ··'"'I". : ' • A --1 -_, POUR CONCRETE\ AGAINST UN- DISTURBED SOIL N 7 _, A 6" MIN 2' CLASS "B" / CONCRETE SANO 6" MIN BEDDING TEES AND DEAD ENDS f PLAN) HORIZONTAL BENDS & TEES SECTION A-A ~ ~ 1' CLASS "B"__/ *L1 CONCRETE 2 REINFORCING RODS, SHAPE TO FIT. COAT WITH 20 MILS. MIN. OF KOP-COA T SERIES 50 BITUMASTIC. USE# 6 REBAR FOR PIPE DIAMETERS LESS THAN 14", # 8 REBAR FOR 16" THROUGH 30" VERTICAL BENDS ~ ,· *~ '--coNCRETE THRUST BLOCK (CLASS "B" CONCRETE") *L1 = THE MINIMUM DIMENSION FOR THE X-AXIS AND Z-AXIS THRUST BLOCK TABLE 11 1/4' 22 1/2' 45' 90' DEAD END & TEE I.D. PIPE PIPE TEST HOR. VER. HOR. VER. HOR. VER. HOR. VER. HOR. INCHES MATRL CLASS PSI (L1 x L2) C.Y. (L 1 x L2) C.Y. (L1 x L2) C.Y. (L 1 X L2) C.Y. (L1 X L2) 8 PVC 200 250 2.2 1.4 1.7 3.1 2.0 3.4 4.4 2.8 6.2 6.0 3.8 8.8 5.0 3.2 12 PVC 200 250 3.2 2.1 2.7 4.6 2.9 5.4 6.4 4.1 10.0 8.7 5.6 14.1 7.3 4.7 16 PVC 235 285 4.6 2.9 7.3 6.4 4.1 14.2 9.0 5.8 26.3 12.2 7.8 37.2 10.3 6.6 NOTES: 1. THIS THRUST BLOCK INFORMATION IS INTENDED TO COMPLEMENT CMWD STD. DWG. NO. W15 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. VER. C.Y. 8.8 14.1 37.2 PROVIDE WAX-TAPE OVERWRAP PER SPECIFICATIONS ST. STA. 125+19.00 STA. 100+00.00 RECYLED WATER MAIN LINE "E" (HGL 384) EXISTING 24" CML&C~·7 STEEL WATER MAIN \ \ REMOVE EXISTING DISHED HEAD AND 2" BLOWOFF ASSEMBLY 24"x16" FLG DI REDUCER 16" FLGxPUSH-ON ADAPTER I ;'\ - - - - --\ftJll--.l._J I I \/ -; I \._ _______ _ INSTALL 24" SOWO FLANGE I I J 10·-o· PLAN 16" AWWA C905 PVC PIPE (CL 235) REMOVE TEMPORARY END CAP AND THRUST BLOCK FROM FLUSHING AND TESTING AND MAKE CONNECTION TO EXISTING 24° CML&C AS SHOWN 16" PVC REPAIR COUPLING, CERTAINTEED OR APPROVED EQUAL WITH RESTRAINING HARNESS PER MANUFACTURER RECYLED WATER CONNECTION AT STA. 100+00.00 NOT TO SCALE 16" FLGxPUSH-ON DI WALL SPOOL 16' FLG DI 90° BEND ~ ' s B ·1 .. AT 12' 4. A SAFETY FACTOR OF 2.0 WAS UTILIZED FOR PVC PIPE. ST. STA. 96+32.52 : I '':, i +4 BAR O.C. EA CH " WAY f;j. • STA. 149+97.56 0 r I N :8 ' C, -II \1 +3 BARS AT 24' O.C. EACH WAY ' .,,. !I' 00 <> 0 ~ .. TRENCH LIMITS NEW AC PAVEMENT AND BASE PER STREET IMPROVEMENT PLANS ... . . 6" THICK CONCRETE CAP PLACED DIRECTLY UNDER PAVEMENT AGGREGATE BASE COURSE •• " .. 't"'6<g •• • •• 0 z cP, _, :i < • • - !I' 11-011 TYP. NEW 16" PVC PIPE RECYCLED WATER MAIN LINE "F" (HGL 384) CONCRETE CAP DETAIL SCALE: 3/4" = 1'-0" 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 MULTIPLIED BY 0.6, ETC. 6. L1 AND L2 ARE GIVEN IN FEET. 7. IN NO CASE SHALL L2 EXCEED 5' FOR A BENO OF 45° OR LESS. L1 SHALL BE ADJUSTED WHEN L2 IS GREATER THAN 5'. 8. HOR (L1 X L2) CORRESPONDS TO HORIZONTAL BENDS AND TEES. THRUST BLOCK DETAILS ED NOT TO SCALE CONCRETE THRUST BLOCK PER W Qy RECYCLED WATER MAIN LINE "F-2' STA. 2+05.41 EXISTING 14" STEEL\ '/' WATER MAIN (~ ', ' ' ' ' ' ' 14" SOWO FLANGE ',', -~ PROVIDE WAX-TAPE OVERWRAP PER SPECIFICATIONS 12" FLG DI 45° BEND 14"x12" FLG DI ECCENTRIC REDUCER (TOP FLAT) 12" FLGxPUSH-ON ADAPTER 12" AWWA C900 PVC PIPE __ ./ (CL 200), SEE SHEET 20 FOR CONTINUATION PROPOSED TEMPORARY HIGHLINE (BY OTHERS) TO BE REMOVED ' ' / ABANDON IN PLACE EXISTING 14" STEEL WATER MAIN ', '~) ~--/_, 7o 0.: _, >- I'} I- PLAN 14° SOWO FLANGE AND BLIND FLANGE -HUNSAKER -~~~~~~IES LINE 1F-211 CONNECTION SCALE: 3/4" = 1'-0" 101791-iUfNNEkfNSST. PLANNING ~D1EOO,CA92121 [NG!NEERING PH/B5815!i8-4500 SUR VE V 1111 G FX /658155!1-1+~• e.µc.ouee.f'-OF \.JOf'.J<-.66 OF o'ljt...<1/0.-+ F'oJ".- ;,.~-l">l-l\L-1 fu{'f'OoE.6 6\-IL;,( C, oJ N t-:i: ~1---------~--------- ~.(.¥!;.:{j{:?;•f\ : ·-,::::(:{-::;,:;::';'.1\~, ._-:~/"l~/:tf:~i- DflN lEf, ~'YLf E;ra,~~~RIN -~----," __ ,. ··:·::,.-_"_ ,' _'-'•"'· ,·_-'-."--''.'~~-\: RECORD DRAWINGS APPROVED BY i®~~~ ~ Call: TOLL FREE "' 1-800-227-l!IIOO ~ TWO WORKING DAYS ~ BEFORE YOU DIG CONTRACTOR =LL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. coiisultirig E;,gin'ee,,; 3142 Vista W;ry, Su~e 303 Oceanside, CA 92056 (760) 433-8710 DATE WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 I I I I I / I ~~-:1 ~~~-------- . - .J,o--,lf----'---+-J~-+-------fl.--~ " " " --+-1:-1---- " " lf-------+-~~-1---------.jj-----'J " . .. ~· -. ( ~ -~ . . 1A , ,J; :I-~---I I . i. I ,r • I I ·./1 • • • 0 Q. I )-st I- ) TRENCH] BOTTOM - • 4 :-: • • ..... I--" " " +t - " ( " " --t I--" ~ ~. .· ~ 1§R--- i I • ,' ' l·• ~ B SECTION A-A ;., • 0 I ;., .:.....a...-·-~,-.1 _______ 1.,_._ -·-........: , ·r··--1-·-r· 4-+4 BARS AT OPENING DATE ' I ' r I / .._ _ _,_ 16" FLGxPUSH-ON DI WALL SPOOL CLASS "A' CONCRETE, POUR AGAINST UNDISTURBED SOIL '---16" AWWA C905 PVC PIPE (CL 235), SEE SHEET 19 FOR CONTINUATION (TYP.) TRENCH LIMITS TYP. PLAN SECTION B-B THRUST COLLAR INSTALLATION 6 SCALE: 1/2" = 1'-0" 19 ~ CITY OF CARLSBAD I SH3EE5TS I l----+-----+----------------+------l--+---1-----J ~ ENGINEERING DEPARllAENT l----+-----+----------------1------1----1----I------I oy; 1 NEW Elv'GINEER0FWORIS' /INOAS·&/tT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CANNON RD. AND COLLEGE BLVD. DOMESTIC AND RECYCLED WATER TRANSMISSION MAINS MISCELLANEOUS RECYCLED WATER DETAILS APPROVED WILLIAM E. .,,M#r,,; r:: DEPUTY CITY ENGIN ER OWN BY: L MMER .-1-11-0,1 PE 28176 EXP. 3 31 06 DATE PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CADD MJR OGS 3887 3892 404-7 C N~ NG') a w (Jl .s::a,. 0 .s::a,. I ...... N :g ' a ~ q -I (J w 11-011 I fyp_ I • b I ;,,, "':_ ':: ... _--;.:.n0'9"--·~~-•-:°".•:-·: --nf--------+-----------l'.-'--+--t-------. --1:h' rl--- 13 0 0 I I 45 io "c- 2 -. • -:: -.=•-'<"•.--:·_ v.;_ -~.---U -----b!;::r 4 I t ,, I . ~ ~7':b_,.,,,,,=-1;: n I ,~~~-~_:f -~;:~r~-.~lf LINE "C-1" STA. 1+51.49 • • 6 42 •. ..., :-.. -t"-.~-~ : • -!'--· -~-... : 41-011 10 9 32 LOW 25 VENT 12" PVC DRAIN LINE, SEE SHEET 13 FOR CONTINUATION 33 I / 12 ®--J::: I '--- 8 2'-311 • I - < .. .,; ·-- JJUL-t·~~-~~?~.;-~;-~-~~~~·~:~~~-~--'2"~:~~-+:~~ . -~ --,._ .. I 1 • LINE "C-1" STA. 1+75.49 _-., •.· ~ A-~ i---;+' ---•---•--,~• --"-'-_...-"---~~~·~· ~ ~ 2 -~---· '-"~·""-· [ RIGHT-OF-WAY LINE "C-1' STA. 1+48.99 • I I • . . ~~-1 __________ ,__ ________________________ L~·- 16" PVC LINE "C-1", SEE SHEET 12 FOR CONTINUATION 16" PVC LINE "C-1", SEE SHEET 13 FOR CONTINUATION !HGL 4461 !HGL 4901 BACK OF SIDEWALK 5'-011 14'-0' ZONE 490/446 PRESSURE REDUCING STATION SCALE: 1/2" ~ 1'-0" '"12..- VAULT f\1O I ES: 1. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 2. ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS. 3. PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS AND GASKETS SHALL BE MADE AS 6. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE SCALED, DEGREASED ANO PAINTED PER DISTRICT STANDARDS. 7. ALL STEEL PIPE SHALL BE MORTAR LINED, TAPE WRAPPED ANO MORTAR COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. SEE SHEETS 28 AND 29 FOR CATHODIC PROTECTION REQUIREMENTS. NECESSARY BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL 8. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. OF ALL PIPING AND VAULTS PRIOR TO FABRICATION. 9. ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COMPON ENTS SHALL BE PROVIDED WITH SUIT ABLE 4. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUIT ABLE TYPE. 5. VAULT FLOOR SLAB, WALLS, TOP SECTION, MANHOLE FRAME AND COVER SHALL BE DESIGNED IN 10. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE FINISHED SMOOTH CONFORMANCE WITH AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING EFFECT OF RETAINING AND EVEN PER SECTION B-13 "SURFACE FINISHES" OF DISTRICT STANDARDS. 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. PIPE NOTES: 1. THE MINIMUM STEEL THICKNESS EQUALS 0.15 INCHES. 2. THE MINIMUM TEST PRESSURE IS 230 PSI. RECORD DRAWINGS APPROVED BY ~1-------------------~ ~ ;:;-Call: TOLL FREE ""/V\/01 WILLIAM E. PLUMMER R.C.E. 28176 DATE DATE -INITIAL ;®~~ "' 1-800-227-2800 ~ TWO WORKING DAYS CONTRACTOR SHALL NOTIFY UNOERGROUNO SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING AWi CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. DEPUTY CITY ENGINEER EXP. 3/31/06 ENGINEER OF WORK I BEFORE YOU DIQ & UST OF MATERIALS 0 16" FLGxPUSH-ON 01 45° BENO, SEE SHEET 28 FOR WAX TAPE WRAP REQUIREMENTS ® 16" FLG BUTTERFLY VALVE PER CMWO STD. OWG. NO. W13, SEE SHEET 28 FOR WAX TAPE WRAP REQUIREMENTS @ 16"x8" PE.FLG><PE CML&TW&C STEEL TEE 0 16"x12" PE CML&TW&C STEEL CONCENTRIC REDUCER © 12" PE CML&TW&C STEEL SPOOL WITH THRUST COLLAR (LENGTH AS REQUIRED) © 12" STEEL SLIP ON/WELD ON FLANGE 0 12" FLG RESILIENT WEDGE GATE VALVE WITH HANOWHEEL OPERATOR @ 12" FLG DI SPOOL (LENGTH AS REQUIRED) 0 12" FLGxSHOULDERED ENO 01 SPOOL (LENGTH AS SHOWN) @ 12" STYLE 77 VICTAULIC COUPLING @ 12"x8" FLG 01 CONCENTRIC REDUCER @ 8" FLG PRESSURE REDUCING ANO SUSTAINING VALVE, CLA-VAL MODEL 92G-01 @ 8" PE CML&TW&C STEEL SPOOL (LENGTH AS REQUIRED) @ 8" PE CML&TW&C 90° BEND @ 8" PE CML&TW&C STEEL SPOOL WITH THRUST COLLAR (LENGTH AS REQUIRED) @ 8" STEEL SLIP ON/WELD ON FLANGE @ 8"x6" FLG FABRICATED Ct.IL& EPOXY COATED STEEL TEE @ 8" FLG RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR @ 8" FLGxSHOULDEREO ENO 01 SPOOL (LENGTH AS SHOWN) @ 8" STYLE 77 VICTAULIC COUPLING @ 8" FLG 01 SPOOL (LENGTH AS REQUIRED) @ 8"x6' FLG DI CONCENTRIC REDUCER @ 6" FLG PRESSURE REDUCING ANO SUSTAINING VALVE, CLA-VAL MODEL 92G-01 @ 6" VENT PIPING PER DETAIL @ @ 6" FABRICATED CML&TW&C STEEL DISCHARGE LINE @ 6" FLG PRESSURE RELIEF VALVE, CLA-VAL MODEL 50A-01 @ 6" FLG RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR @ 14'-0"x8'-o" PRECAST CONCRETE VAULT @ SUMP PUMP, "LITTLE GIANT" 1/4 HP AUTOMATIC, CAT +505909 GRANGER +3P639A WITH 1-1/2" PVC DISCHARGE LINE, CHECK VALVE, COMPRESSION COUPLING ANO GALVANIZED SUPPORT BRACKETS @ 36" DIA. PRECAST CONCRETE DISCHARGE MANHOLE PER DETAIL ® ® GALVANIZED STEEL LADDER, ALHAMBRA FOUNDRY MODEL A-3400 WITH "LADDER-UP' SAFETY DEVICE @ PRESSURE GAUGE ASSEMBLY PER DETAIL® @ PRESSURE TRANSDUCER ASSEMBLY PER DETAIL ® ® NO. 4 REINFORCING BARS AT 12" O.C. EACH WAY @ FLUORESCENT LIGHT FIXTI.JRE, LITHONIA CAT 1o0240A-WLF @ DAYTON SHADED POLE INTAKE BLOWER WITH AUTO RESET, GRANGER MODEL NO. 4C943 OR 4Y533 ® DUPLEX OUTLET @ BLOWER TIMER, INTERMATIC MODEL NO. 2T2501A @ SWITCH @ ADJUSTABLE PIPE SUPPORT, FEE AND MASON FIGURE NO. 291 (SEE SECTIONS FOR LOCATIONS) ® 36"x36" HATCH, BILCO TYPE J-4AL @ INSULATING FLANGE KIT PER DETAIL® @ PIPE PENETRATION PER DETAIL @ @ FILL ANNULAR SPACE WITH NON-SHRINK EPOXY GROUT @ CONCRETE THRUST BLOCK PER DETAIL ® @ BOND WIRE PER CATHODIC PROTECTION PLANS ---"AS BUILT" r ■HUNSAKER ~t•S~ -~~~L,yj,d• ~?4r ~!IOL~ ~~~~~.½IES 'I "°-1> ~ NO. C-48670"' • P.,Ae,u'JO EXP. oe,/eo/o<-OAT/: 10179 HUfNNCKENSST. P L A. N N I N G SAN DIEOO, CA. 92121 Exp. 06-30-06 r ENGIN([RING PH(85SS53-4500 ~C,v1~ ~ i?EV/tY._ /3Yt I SU RV E Y I NG fX (85111 ssa-14•4 Of:CAll~ ~ .$ ...;2--f -o..s ? /t:Jt,f.-. eµea1wee.ie:. OF hJO~ AO OF 01j2-4/04 Fol"-/N'3P€CTOR 0/JTc A"=:> -PLIIL-T f'U~~ C'\..JL. '( ~ CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT 5 CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS ZONE 490/446 PRESSURE REDUCING STATION MECHANICAL PLAN APPROVED WILLIAM E. ~ER ~~'9 =~a,z -~l'l•t?l CITY ENGINEER PE 28176 EXP. 3/31/06 DATE 11, NEN ENG!NE.e~ Clr WO/?;/' AlvOAS-8/JltT DWN BY: CAOO PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL CHKD BY: MJR 3887 /3892 404-7 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: DGS 062-303 1 N (,.) Q. (,.) 01 N :g ' 0 -II - ~ a: I >-i<} ... • . . • r •• ~ • I , r 4 .. ~ • . . • l ~"",i l 4 • ,4 A-• ;, in - (\ I I ,--. 1a - • I _L . . • I l==I r 1a r I 1'-2" E,= -~~--j~------~+-------;-,,--7+,----~-- = = @-__ EL. 165.00 • ..i • .tJ • . ,., . • • _. : ----~-.,,. I 11 ! ' ,_, . . -. • ,_, ,_, ti i J I 1 ~ I . .. • I IL~ JI I / . . =!Tnill , ....... -'------------io,0.:--11 -~ I >-j ~... , .. SECTION SCALE: 1/2" = 1'-0" 0 ... . .. • • ' • 0 •· EB 0 ' 0 . •' • '· . i •• 0 1•-2• J • I EL. 165.00 • 1= SECTION SCALE: 1/2" ~ 1'-0" EL. 172.50 EL. 170.00 EL. 167.50 i::, --,c,----I in H]II-~ 'wi.:::::,.--'--' I I -1l J_ EL. 167.50 R/W I t I I .I I I· ·1 r. I I I I I= _·I 1-C .. I I. .. ·I r .I I I I r • I --~-:;-~--- ---z-:;-.::::, I I ilia[ I I . , I I ;Jal ] I ·.1 I I I --:-:;-2-- ._:.. --~ ~--·. . . ,I r -·J-,'.;:?-· · I .. I I 1- ·I I ' I I ,I I I .. I I I I I. 1-~I ., '-;ff • . . EL. 165.00 • .. .. .. d •• . -.-. , .- SECTION C SCALE: 1/2" = 1'-0" 23 NOTE: 1. SEE SHEET 2J FOR LIST OF MATERIALS. & -HUNSAKER -~f~?~½IES 10179 HUENNEKENSST. I' LANN ING SANOIEG0,0.'t2121 ENGlNllR1NG PH18581558-4-500 SU fl V l YING rx l~S81558-1"" .• "'------1 E'Wc,Iµ=,<-OF~ -60oF ""'1:2..4/"'4 Fo1'- A~-eu1i.x f" oe,e,..:, oU,L...~ • ~ .. ~ • . , • NEW AC PAVEMENT AND BASE .-.• 0 NEW CURB AND GUTTER ' 0 ~ CITY OF CARLSBAD J SH3EE5TS J l---+---+----------------t----1----t----t----1 ~ ENGINEERING DEPARTh1ENT 1----1----+------------------ii-----r---r---r---. CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS ZONE 490/446 PRESSURE REDUCING STATION ,------------------------t--1--1-----------------r---r--r--7r-7 MECHANICAL SECTIONS ~ :;,)J>t:_ .. ; {L, ,,lN,,},_.;;·,::;t C f_:':/~:i> ... :: l---+---+----------------t----1----t----t----1 ~=====:=c::=:=:=:=:=::=::==:c::=:==::=;:';;:,;=========, ; _______ --,-r-------, DANIEt.,,v1.r,,r~;,rEERINQ ~~~~~~EgR~~NGS 1----+----+-------------t----t-----t------,,-------i ~~til;J~L~~Mr;.::~;~7611<"1E~X===-P.-,J=-=31 {~ /~A~l ~ @ '.!'l~~rouAlertnd CONTRACTOR SHALL NOTIFY Gonsu/t1"ng Eng,·neer.:s 1-"""-::::c/;--· A-:--;-t-::,.,:c-, ~:-t--,1,c-;""c.;;-;,,.,,,5-;:c;v.;;:,;;;;-;;M,;(:(i;c;"ER;;;-:O.:;-;;<'"~Af;;;"-c;;:Kl;,;i<',A-¼-;,;:',!J;,,l,'Sc"·,&1/;;;1/,;;;;!t/',;;--,--,-,,-,--7 ' .,._.v""" UNDERGROUND SERVICE ALERT A ~ ,-c.,' iv,,-, DWN BY: CADD PROJECT NO. DRAWING NO. b REE MINIMUM OF 48 HOURS PRIOR TO 3142VistaWay.Suite303 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: MJR 3887 3892 404 7 ;;, . Call: TOLL F BEGINNING ANY CONSTRUCTION Oceanside.CA 92056 (760)433-8710 WILLIAM E. PLUMMER R.C.E. 28176 DATE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DGS -"'l~~~~±1~-a,~ooi~=~-~2000~1~wto~R~K-~SE~E~G~EN~ER~A~L~No~T~Es~L __ ~:=~=---------------------------------------------J:~D~E~P~U~TY~gc~1TY~E~N~G~l~N~E~ER~=~E~X~P~. ~3~/~3~1~;go~6====::!E~N~G~1NE~E~R~o;F~w~o~RK~==~;~~~~~~~~===::!~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ '.:;-r=:~~ MJ8 FOR FURTHER INFORMATION. I ·062303 < N :g ' a II - <> 3 a ,,; ,: u .., VAULT NOTES: 1. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER 6. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE SCALED, DEGREASED AND PAINTED PER DISTRICT DISTRICT. STANDARDS. 2. ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS. 7. ALL STEEL PIPE SHALL BE MORTAR LINED, TAPE WRAPPED AND MORTAR COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. SEE SHEETS 28 AND 29 FOR CATHODIC PROTECTION REQUIREMENTS. 3. PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS AND GASKETS SHALL BE MADE AS NECESSARY BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL 8. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. OF ALL PIPING AND VAULTS PRIOR TO FABRICATION. 9. ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH SUITABLE 4. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. 5. VAULT FLOOR SLAB, WALLS, TOP SECTION, MANHOLE FRAME AND COVER SHALL BE DESIGNED IN 10. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE FINISHED SMOOTH CONFORMANCE WITH AASHTO STANDARDS FOR PARKWAY LOAOING INCLUDING EFFECT OF RETAINING ANO EVEN PER SECTION 8-13 "SURFACE FINISHES" OF DISTRICT STANDARDS. 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. PIPE ~OIES: 1. THE MINIMUM STEEL THICKNESS EQUALS 0.15 INCHES. 2. THE MINIMUM TEST PRESSURE IS 230 PSI. 31 • 11 ;· I • .. ---. ~ i!:!:~-,~,-a.::,..,,:-:...·:,"";::'""',:."'·, .;::.a<c....··';"""-, ·c.:.-, .... :·'t· 4 l ------I 10 . . r • ~CL-~ •• i¥. 0 ~ . -.:),. .. - :,· '-. -' ~---~ - 6 0 0 5 5 LOW VENT 29 12" PVC DRAIN LINE, SEE SHEET 14 FOR CONTINUATION 22 17 21 IGH VENT 2'-311 I 1 . J :: '--9"'- I " -_ ~:::-.:-b:-•cn"'_C,,•'";_-::.,c:-4~.r::-";c:,.-,c-;_<.,,.,'~•k:-C-_, rl :: FLOW .. ~ ....... ~·--·-· __ •_.·_4_~_-___ ·_·_· __ • _____ _.;:..._""'-_______________ .~•-+ ......... ~~ 12" PVC LINE "D-2", SEE SHEET-- 13 FOR CONTINUATION EDGE OF AC SWALE 7 " I I " . i i . !HGL 255! !HGL 490! 51-511 14•-o· 51-511 ZONE 490/255 PRESSURE REDUCING STATION LINE "D-2" STA. 1 +39.34 '6 I "' --12" PVC LINE "D-2", SEE SHEET 13 FOR CONTINUATION 10179 HUENNEKENS ST. SCALE: 1/2" = 1'-0" "'"1 3--' P L A N N I N G SAN D\ECD, CA 92121 lNGINE(llNG PH(858}558-4500 SURVEYING fX (658}558-1◄ ~4 ----' LIST OF MATERIALS CD 12· PE CML&TW&C STEEL SPOOL WITH THRUST COLLAR (LENGTH AS REQUIRED) ® 12" STEEL SLIP ON/WELD ON FLANGE 0 12" FLG RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR © 12" FLG DI SPOOL (LENGTH AS REQUIRED) ® 12" FLGxSHOULDERED END DI SPOOL (LENGTH AS SHOWN) ® 12" STYLE 77 VICTAULIC COUPLING 0 12"x8" FLG DI CONCENTRIC REDUCER ® 12" PExPExFLG CML&TW&C STEEL TEE 0 12"•8" CML&TW&C STEEL CONCENTRIC REDUCER @ 12° FLGxPUSH-ON DI ADAPTER @ 8" PE CML&TW&C STEEL SPOOL (LENGTH AS REQUIRED) @ 8" PE CML&TW&C STEEL 90° BEND @ 8° PE CML&TW&C STEEL SPOOL WITH THRUST COLLAR (LENGTH AS REQUIRED) @ 8" STEEL SLIP ON/WELD ON FLANGE @ 8"x6" FLG FABRICATED CML& EPOXY COATED STEEL TEE @ 8" FLG RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR @ 8" FLGxSHOULDERED END DI SPOOL (LENGTH AS SHOWN) @ 8" STYLE 77 VICTAULIC COUPLING @ 8" FLG DI SPOOL (LENGTH AS REQUIRED) @ 8"x6" FLG DI CONCENTRIC REDUCER @ 8" FLG PRESSURE REDUCING AND SUSTAINING VALVE, CLA-VAL MODEL 92G-01 @ 6" FABRICATED CML&TW&C STEEL DISCHARGE LINE @ 6" FLG PRESSURE RELIEF VALVE, CLA-VAL MODEL SOA-01 @ 6" FLG RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR @ 4" FLG PRESSURE REDUCING AND SUSTAINING VALVE, CLA-VAL MODEL 92G-01 @ 14'-0"x8'-0" PRECAST CONCRETE VAULT @ SUMP PUMP, "LITTLE GIANT" 1/4 HP AUTOMATIC, CAT '1506909 GRANGER •3P639A WITH 1-1/2" PVC DISCHARGE LINE, CHECK VALVE, COMPRESSION COUPLING AND GALVANIZED SUPPORT BRACKETS @ GALVANIZED STEEL LADDER, ALHAMBRA FOUNDRY MODEL A-3400 WITH "LADDER-UP" SAFETY DEVICE @ PRESSURE GAUGE ASSEMBLY PER DETAIL® @ PRESSURE TRANSDUCER ASSEMBLY PER DETAIL ® @ NO. 4 REINFORCING BARS AT 12" O.C. EACH WAY @ FLUORESCENT LIGHT FIXTURE, LITHONIA CAT 'IDD240A-WLF @ DAYTON SHADED POLE INTAKE BLOWER WITH AUTO RESET, GRANGER MODEL NO. 4C943 OR 4Y533 @ DUPLEX OUTLET @ BLOWER TIMER, INTERMATIC MODEL NO. 2T2501A @) SWITCH @ ADJUSTABLE PIPE SUPPORT, FEE AND MASON FIGURE NO. 291 (SEE SECTIONS FOR LOCATIONS) @ 36"xJ6" HATCH, BILCO TYPE J-4AL @ 36" DIA. PRECAST CONCRETE DISCHARGE MANHOLE PER DETAIL@ @ PIPE PENETRATION PER DETAIL@ @ FILL ANNULAR SPACE WITH NON-SHRINK EPOXY GROUT @ INSULATING FLANGE KIT PER DETAIL CID @ 6" VENT PIPING PER DETAIL @ @ BOND WIRE PER CATHODIC PROTECTION PLAN @ CONCRETE THRUST BLOCK PER DETAIL@ dJC.11-leL!'-"'F 1-!0f'-j<.. Ab OF oa/2...·4/o; Fot<- ,t,6 -"'--11L T" fl-JIY"O-O = O\..\L-"( RECORD DRAWINGS APPROVED BY ~ CITY OF CARLSBAD I SH3EE5TS I >---+---+----------------+---------+---+---+------+ ~ ENGINEERING DEPARTMENT t------1----+---------------------+I-----+---+----+---< CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS ZONE 490/255 PRESSURE REDUCING STATION MECHANICAL PLAN APPROVED WILLIAM E. PLUMMER "1-----------r----------, IQ (i) Underground t Service Alert ~~~&-rs.,...-3-I 0-o:, Call: TOI.L FREE ~ Hl00-227-2800 9-,-TWO WORKING DAYS :i::: BEFORE YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINlt.llJM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 DATE t--,---..,.-t---t-"7<"""~~~cc-c=c-===c--c=c--c-=-=~-c----t----t---+---+-----t DEPUTY CITY ENGINEER PE 28176 EXP. 3 31 06 DATE NEW E/v6Ji/EERt!r WOM' .,411./1 AS·lJU/tT 01 2...4 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CADD CHKD BY: t.4JR RVWD BY: DGS PROJECT NO. 3887 3892 DRAWING NO. 404-7 1062303. j C N~ (J1 G') a (.,J (J1 N :fl ' C, f-<( f-a J "- '-' 3' 0 .; I " "' ~ a: I >-;., ,_ v,; •w~ ., • ·-"->--•-.:,.-.,:,,,,__.-,,_ '·. ,__ .--: :::•=~·--::,;:..., :.•,,.:.,,::•~:..::~--:..-~..., ~1----------"T""---------, !®~~~~ can: TOLL FREE ? 1-800-227-2800 _9., TWO WORKING DAYS BEFORE YOU D111 I CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. • . -· •-~ • l I • ' • ~ • l I --,-:1 ---- "_ ~ " ,. " --Jl •• ----u I • r .. ~ • I , • r .. ·-~ -. 11-011 4: -.4 A-• 9• ~ -~ -· 4 _-..4, .. . • j \ 1'-4" ~ ~~ ::.-_:··.-: ~ I .I ,., ~~ .·,._. -~ ... - - , ~ • "' I in • "' I "' i ~'c'~ i • . ' A I I~ '.:'JI I / .. , • . . -; -· . .. . . .. "' I 11 • EL. 72.25 • -.d_ .,. ' . ·-. ·:·1---, i • J I " I I :.~:'.-·:• ·':,..· :;-. -;~ ;:._"" ·-::---_:•~-.,: :: ~ . 1-U-· F..::...:........:..oai.....:....ai"-=l:..., 1 ~ . I EL. 74.75 ,...----'-----..;._;,,,.----11 . 10 a: ~ ~ ~ . SECTION SCALE: 1/2" = 1'-0" (\ (\ I I .J I' I ,-,.. [ I I . :~ ~ --83.50 i I I . ... EL. I I -"' I I :~ \ I I. " ~ Tu I : Ii'• ~ . '\_ "'(,/ ... -I I" ·11:· ~I I :"11:_ 0 I I I -ow -•1 I ' II; I I 1. -:-11-· " I I -=. ".. ' .. I I 11 I • . . " ·. • • .... -.-·-' I I 1 , •· EE] ,. , I ,, I .. • . .. i -• ,, 1'-2"- J • = ~r= 9" 1'-4" ·~m7 ~ I E ,= i, -E a= " i~ :., -1,"r--0 '-·~ ----I " ~ :,-:;,::·:~:::::~:::::.~ H .. " -" " ,):.::.: __ JL __ ----J I u EL. 74.75 ·F~F F ~ 1 l'.:I ~ EL. 72.25 • . • _. _. • . . ... SECTION SCALE: 1/2" -1'-0" . I -~-• ~="·~ l ~ -• . • -· RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER NOTE: R/W EL. I I I l -----; I I 1-re,iII_l;;' .. :I!,_§Tln1',!l, l;';;ll°'l~lnl=I ~ ~+---------t~ I 1. ~ '-'ffi ~ I = I I· II I I.. I I TJ • -1 r .1 I 1-. I I -1 r • I i,o· I I ~E=L~-~19=·~15~-======;;:;;::::m;=:=il~g EL. 77.25 b I in · I I I I 1--t--7 1 I I 1 I :o: ·.1 I I I EL. 72.25 . . . .. .. SECTION SCALE: 1/2' = 1'-0" 1. SEE SHEET 25 FOR LIST OF MATERIALS. 10179 HUENNEKENS ST. P l A N N I N G SAN 01000, CA 92t21 lNGIN££RING PH(858)55S-4500 SUR 'J EVIN G FX (11581558-1♦:4 --- E:1--JC..l\...l~E.f'.. OF ~Of'-r'--p.ooF CPl/'-Ar/04; f'Of'-- p.-c,-0-JIL--T Ft..-11"-f'o-of!b Os.JL..-{ NEW AC SWALE .. •• • '' AS BUIL 1 11 ~~ 9fa?/4r P.c. -16&7a E.XP. 0&/eo/oc.. OAT/3 IN5PfCTOR ~ CITY OF CARLSBAD ISH3EE5TSI 1---t---+----------------t-----t----t----t----J ~ ENGINEERING DEPARTMENT 1----+----+----------------+-------i---;----,------, R.C.E. 28176 EXP. 3/31/06 DATE DA TE INlllAL ENGINEER OF WORK ·rw ENGINEER Or WO;fl( JNO ,49-/3/JILT REVISION DESCRIPTION DATE INlllAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL CANNON RO. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS ZONE 490/255 PRESSURE REDUCING STATION MECHANICAL SECTIONS APPROVED WILLIAM E~P MMER ~--~ _J:L~ DEPUTY CITY ENGi NEE PE 28176 EXP. 3 31 06 DA TE DWN BY: GADD PROJECT NO. DRAWING NO. CHKD BY: MJR RVWD BY: DGS 3887 3892 404-7 062303 N 0) g, (.,.) (J1 lo I "' lo 6" PVCxSTEEL ADAPTER • 6" GALVANIZED STEEL INTAKE AIRCAP, ALHAMBRA FOUNDRY MODEL A-2163, PRIME AND PAINT 6" STEEL VENT PIPE {10 GA.) PRIME AND PAINT ABOVE GROUND {FINISHED GRADE ~~~~ f • ••• L • ;_. -i----VAULT WALL 6" PVC VENT PIPE DUCT FAN TO BE INSTALLED ON HIGH VENT ONLY FINISHED GRADE 1 1 /2" PVC Pl PE FROM SUMP PUMP 6" CML&C STEEL PIPE FROM PRESSURE RELIEF VALVE 6" PRIMED AND PAINTED 10 GA. STEEL 160• BEND 6" PRIMED AND PAINTED 10 GA. STEEL PIPE (TYP) (490/448 PRS) INV. 170.92 490/255 PRS) INV. 78.50 (490/448 PRS) EL. 175.92 (490/255 PRS) EL 83.50 12" PVC DRAIN LINE, SEE SHEETS 12 AND 13 FOR CONTINUATION 36' DIA. PRECAST CONCRETE ACCESSHOLE ASHCROFT 3 1/2"-1009 A 1/4"-~ PRESSURE GAUGE 0-200 P.S.I. DOWNSTREAM 0-300 P.S.I. UPSTREAM x 1/4" BRASS BUSHING 1" MIP x FIP BALL CORP --------.'=='I {FORD FB 1700; JONES J-1931) PRESSURE TRANSDUCER-----I ____.---1/4' GAUGE COCK ~-1" CL 3000 STEEL COUPLING PIPING PER PLAN ------1' BRASS NIPPLE 1 x 1/4" BRASS BUSHING------L=-::;"J"'?:=1---__ _ ,,. 1' CL 3000 STEEL COUPLING 1" MIP x FIP BALL CORP ------1'=='1 {FORD FB 1700; JONES J-1931) PIPING PER PLAN I EXTERIOR I POLYETHYLENE OR-~ POLYURETHANE ROPE TYPE FILLER {TYP.) I INTERIOR I APPLY 1" OF GUN GRATE ELASTOMERIC SEALANT IN ANNULAR SPACE {BOTH SIDES OF MEMBER) TYP. 6" PVC 90• BENO PVC PIPE PENETRATION PER DETAIL ill 11' FILL IN BASIN WITH CONCRETE PVC PIPE PER PLAN ,-...--VAULT WALL • ELEVATION @ NOTE: 1. THIS DETAIL APPLIES TO EXHAUST AND INTAKE VENTS. ELEVATION PRESSURE TRANSDUCERS TO BE INSTALLED ON THE SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE LINK-SEAL WALL SEAL-+'-'-~ STANDARD SERVICE NON-INSULATING TYPE "M" AIR VENT PIPING DISCHARGE MANHOLE ffi GAUGE DETAIL Cu PVC PIPE PENETRATION DETAIL ffi NOT TO SCALE 23,25 --NOT TO SCALE CASING LENGTH PER PLAN STEEL PIPE WITH MINIMUM 12" 12· ~INSULATOR WITH 12· PLATE THICKNESS PER SKIDS {TYP}, SCHEDULE HEREON SEE NOTE 1 A - • r -A-------fl ~ . ~ -~ • r ll; I lc..,,I ~ ----+ ----- I ... -'I I I < 'J ~ ~ F--'I I I I v------u ~ 1/ -j . --Ir -L END SEAL {TYP) BOTH ENDS SEE NOTE 2 STEEL PIPE WITH MIN. -- PLATE THICKNESS AND MINIMUM INSIDE DIAMETER PER SCHEDULE HEREON ANNULAR SPACE--- BETWEEN CASING AND CARRIER PIPE ---A ,_j PVC PIPELINE CENTERED IN CASING Lp1PE JOINT CENTER INSULATOR CARRIER PIPE CENTERED IN .&'=f*..._ CASING NOMINAL PIPE SIZE 12' 16' ON EACH PIPE SECTION MINIMUM MINIMUM CASING SIZI WALL THK. 20' I.D. 5/16' 26" I.D. 5/16" FOR PVC CARRIER CASE PIPE, USE POLYETHYLENE CASING INSULATORS WITH POLYETHYLENE SKIDS, ADVANCED PRODUCTS & SYSTEMS, MODEL "Cl' OR APPROVED EQUAL. FOR CML&C STEEL AND DUCTILE IRON CARRIER PIPE, USE STAINLESS STEEL BAND SPACERS AND INSULATORS WITH GLASS FILLED POLYMER - TO REMAIN VOID PLASTIC RUNNERS, APS MODEL SS112-2-CR. ALL BOLTS AND BANDS SHALL BE TYPE 304 STAINLESS STEEL I-<( l-o J a. ~ " [:j I- I SECTION A-A & STEEL CASING NOT TO SCALE ~i----------:T""---------, ~®~~~ t Call: TOLL FREE LO 1-800-227-2800 ~ TWO WORKING DAYS BEFORE YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUNO SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGJNN~G ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. ffi 4..._8,15 DANIEi a:c,vi., -_ t"•lJtEERING ''"· ,. .,. . ' .· ,' ' .. ·_ -'.' _-.·.::: . ,. -::_-' ·--;~·--' ,' Consulting Engineers 3142 V,sta Way, Suite 303 Oceanside, CA 92056 (760) 433-3710 23,25 --NOT TO SCALE NOTES: 1. SPACING BETWEEN THE CASING INSULATORS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS EXCEPT THAT THERE SHALL BE AT LEAST 4 CASING INSULATORS PER PIPE SECTION, ONE 12" FROM EACH JOINT AND ONE CENTERED. ADDITIONALLY, ONE INSULATOR SHALL BE INSTALLED 12" FROM EACH END OF THE CASING. 2. BOTH ENDS OF THE CASING BETWEEN THE CASING AND CARRIER PIPE MUST BE SEALED WATERTIGHT USING AN END SEAL SUCH AS MANUFACTURED BY ADVANCE PRODUCTS & SYSTEMS, INC. MODEL "AM" OR APPROVED EQUAL. BANDS SHALL BE TYPE 304 STAINLESS STEEL. 3. ALL STEEL CASING PIPE JOINTS SHALL BE WELDED FULL CIRCUMFERENCE. RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER R.C.E. 28176 DEPUTY CITY ENGINEER EXP. 3/31/06 DATE 23,25 -NOT TO SCALE -···· -- 11 ~ , HUNSAKER ~~~ocJtl -_ I ~ f~~~~IES "' 'f,i> ~ ~ NO. C-48670 70179 HUENNEKENS ST. &j}.06-3().-06 PL II N NIN G SANDl!O'.'.>,U..9212:1 (NGINEER!NG l'H(8S6i556➔500 ~CM\.~ & S LI RV EVIN G fX l8SSIS56-14~4 . '------.~-"-~~---. .,., .. _., - °"CALI fl;--IC-\µe.e.iz-q" 1-Jof'-i<-A~ C>f' O'ljL~/01 ~ -- A-o-ie,,..,11.-,0 fl..J~~ ou.:< avz.4,b<\ A-M 4-. /'/EN &'VG/NEEi? Oflt't'M' .4#0 ;?j--3tl!LT ~ REPLA~ :SNT C(l&INIIU'f SIGWIEP 3-l')-03 6/03 DGS 11\ ADDED CASING DETAIL DATE INlllAL ENGINEER -OF WORK REVISION DESCRIPTION 23,25 - ''AS 8UIL T" i6: J-/)</l4~L '1/21/4.-~, P €. 4e<,,o EXP. c,:,,/"c>o/~ DAT& ? R~r;~ ~ uc~~ 3-z-1, 05 /NSPGCTOR J)f/T€ [m CITY OF CARLSBAD I s35rs I 7 ENGINEERING DEPARTMENT CANNON RD. AND COLLEGE BLVD. DOMESTIC AND RECYCLED WATER TRANSMISSION MAINS MECHANICAL DETAILS APP~'1% l'!'L~MJ{~MER LU ?wt -'11!....-~ ••• g,n _ 7,1+~03 DEPUTY CITY ENGIN ER PE 28176 EXP. 3/31 /06 DA TE ,-1. •~f,_1 OWN BY: CADD PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MJR 3887 /3892 404-7 OTHER APPROVAL CITY APPROVAL RVWD BY: OGS ' I._ ________ _._ ________ __._ _________________________________________________________________________________________________________________________________ -J. ----- ' C " ',-, ,,, n "• .-' s: [: --, ,:,_ :},-_, c)_"' ~~ ~) ,_J "~ -";:/ r, '. "' o;' "1 ;.=, ~ C. ,, 8~ :-·: ~ ;;, (' > C ,i "' 2 /' l: f, "-Cl ' 2-W TEST STA AND ANODE SEE{U (TYP 4 PLS~ PVC ---------- As· / TYP ,---PREVENT REBAR CONTACT SEE GEN CP NOTE 3 ANODE (TYP) BOND AND WAX TAPE VALVE AND DI ELBOW (TYP) SEE EB PVC 24" I ~-1- 1 -------------------- STATION WIRING - SEE TEST EB & MOUNTING ~----WARNING TAPE 1 2" ~-+----1-No.12 WHITE THWN ANODE LEAD L-..___ ---1--I ~ --~ --I f I 4" t ., L! Li /j CONCRETE TEST BOX SEE DETAIL @ No. 4 REBAR (ALL FOUR SIDES) CONCRETE PAD 26" SQ. X 4" THICK IN UNPAVED AREA ONLY "---TAPE WRAPPED AND MORTAR OVERCOATED STEEL PIPE (TYP 4 PLS) CURB AND GUTTER~ ==='=========::::::j====== I 12· I I I I I I I I I I WIRE TRENCH BOTTOM 2-No. 8 BLACK HMWPE PIPE LEADS I "---0.01 OHM SHUNT AND BRASS SPLIT-BOLTS 490/446 PRS fi::·=·~==t:r==="""""1~ No 4 HMWPE BOND WIRE · 1---(TYP BOTH VAULTS) • I /////~ INSUL FLG KIT (TYP 10 PLS, 5 AT EACH PRS) SEE~ \3V I I L_ '-+--------'1--lt-_._l __ ALU M\NO-THERMIC I I WELD (TYP) @ I SEE DETAIL 1 I I 29 _J 12" DIP I I I I 11----MAGNESIUM ANODE ----_________ L'. ~ SEE DETAIL (3\ SEE CP SITE PLAN I I ~ 1-1 /2" DIA BRASS TAG SEE NOTE 2 I NATIVE SOIL L~-----2-No. 8 HMWPE A B '--. ----i -------No. 12 THWN INSUL FLG lf-+hl---i,1"";h"-TYP BOND AND WAX TAPE --j 12"~ VALVE AND DI ELBOW RELIEF VALVE (TYP) SEEEB -------PVC NOTE: NOTES: 1. SEE GENERAL CP NOTES ON THIS SHEET. 2. IDENTIFY TAGS WITH "PRS STL". ALU MINO-THERM IC WELD SEE ~ _!P~V~C::::._: ______________ ~-------DRAINAGE SWALE 1. SEE PRS CP SITE PLAN FOR TEST STATION AND ANODE LOCATION. TEST STATION WITH SACRIFICIAL ANODE AT-GRADE TEST STATION MOUNTING EB C!9 490/255 PRS PRS CP SITE PLAN g ____ .--~ ANODE LEAD No. 12 AWG CJ WITH THWN INSULATION (WHITE). ------HEAT SHRINKABLE SLEEVE 1---J~+----SIL VER SOLDER OR BRAZE CONNECTION ---SPECIAL BACKFILL 11 I II ------CLOTH BAG ------GALVANIZED STEEL CORE. ...1--- -----MAGNESIUM INGOT (32 LBS) NOTES: 111 11 II 1. SEE TECHNICAL SPECIFICATIONS FOR ANODE INSTALLATION AND SOAKING REQUIREMENTS. 2. DO NOT SUSPEND ANODE BY LEAD WIRE. 3. MAGNESIUM INGOT SIZE: 5-1/2"X5-3/4"X20" LONG. LONG. WT. 32 LBS. PRE-PACKAGED WEIGHT 70 LBS. MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weight % Al .01 Max Mn 0.5 to 1.3 Zn 0.002 Max Cu 0.02 Max Ni 0.001 Max Fe 0.03 Max Si 0.002 Max Other 0.05 each Max and 0.3 Total Max Mg Balance SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTON\TE 5% SODIUM SULFATE MAGNESIUM ANODE CB ® Underground Service Alert Call: TOLL FREE 1-800--227-2600 TWO\VORKINGDAVS B8'0RI YOUDIQ NTS CONTRACTOR SHALL NOTIFY UNOERGAOU«> SERVICE ALERT A MINUJII OF 48 HOURS PRIOR TO BEGINNIN(l ANY CONSTRUCTION WORK. SEE GENER/IL NOTES FOR RJR111ER INFORMATION. CONSULTANTS, INC. 1 6466 Bernardo Center Drive Suite 8-275 San Diego, CA 92128 (858) 592-0226 WAX TAPE ----.._ (SEE GEN CP NOTE 5.) 1-No 6 HMWPE (TYP) ALU MINO-THERM IC -~ WELD. SEE@ (TYP) 1 29 NOTES: FLANGE NTS _..,--ALUM\NO-THERMIC WELD. SEE~ PVC PIPE ~ ~-----DIP FITTING ....__ ______ WAX TAPE (TYP) SEE NOTE 1 ~-----2-No 6 HMWPE (TYP) ,,--DIP FITTING PVC PIPE BUTTERFLY VALVE 1. ALL BURIED VALVES, FLANGES AND DIP FITTINGS SHALL BE WRAPPED WITH WAX TAPE. INDIVIDUALLY WRAP ALL RODS, BOLTS & IRREGULAR SURFACES. SEE SPECIFICATIONS SECTION 13120. 2. 2-No 6 HMWPE WIRES ACROSS VALVE. WIRES CAN BE WELDED DIRECTLY TO FLANGE. JUMPER FROM PIPE TO VALVE IS No 6 HMWPE. BURIED VALVE AND COUPLING BOND NTS EB RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER 1 SAN DIEGO,INC. 10179 HUENN~KENS ST. I' LA t'-1 NIN G !,ANOIEGO,CA9212.1 ENGINtU.ING P!i(3Sll)5Sll.,o!500 SUR VF~-Ia.Jr· X LHC3)S51l\4·4 ----_, .···--· ~---· ··~"' qp1/4s- DATE NTS GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATION SECTION 13120. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. ALL BURIED METALLIC PIPE SHALL BE DIELECTRICALLY ISOLATED FROM REBAR AND ELECTRICAL GROUND. NO DIRECT CONTACT BETWEEN PIPE AND REBAR SHALL BE PERMITTED. 4. AT-GRADE CORROSION TEST STATIONS: A. TEST BOXES SHALL BE LOCATED DIRECTLY OVER THE PIPE. B. USE CHRISTY MODEL GS TEST BOX. C. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX . D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. NO ROCK, GRAVEL OR SAND. E. INSTALL CONCRETE PAD (24" SQ. x 4" THICK) AROUND TEST BOXES IN UNPAVED AREAS. F. IDENTIFY BRASS TAG WITH 1 / 4" DIE STAMP CHARACTERS. 5. BOND ALL BURIED, NON-INSULATING, MECHANICAL PIPE CONNECTIONS, i.e. COUPLINGS, FLANGES, VALVES, ETC. PER DETAIL 4 THIS SHEET. 6. ALL BURIED, NON-TAPE COATED, METALLIC PIPE COMPONENTS, i.e. FLANGES, VALVES, COUPLINGS, AND FITTINGS, SHALL BE COATED WITH PETROLATUM WAX TAPE PER AWWA C217 AND SPECIFICATION SECTION 13120. 7. NO WIRE OR CABLE SPLICES ARE PERMITTED. 8. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 9. INSULATING FLANGES MUST BE TESTED BY A CORROSION ENGINEER OR TECHNICIAN USING THE GAS ELECTRONICS MODEL 601 INSULATION TESTER (OR EQUAL) AND APPROVED BY THE ENGINEER PRIOR TO ACCEPTANCE OF THE WORK. 10. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. Rf\lj WED ~YA ~ JCw\4~. R.C.E. 28176 EXP. 3/31/06 INSPECTOR DATE ~ CITY OF CARLSBAD I SHEETS I t-----+---+--------------+----+---+----1'-----l ~ ENGINEERING DEPARTMENT 35 t---------------t-----ic-----t-----+----t CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS CA 11-IODIC PROTECTION FOR PRS i-----t-----t----------------t------t-----t-----1------, APPROVED \'IILUAM • PLUMMER J•Lfii'• 03 PE 28176 EXP. 3 31 06 DA TE ~~~f2.~L.MB::~1=·~N~[//IJ/ffl_EM\13G~!Nvi&~EK~aQ,t1-""]W.VQ,?,f,~.r,_.=4~W.O~AisG-s~t/~1/L'l_T==t==t==t===t==t ::;D:;W;:;:N::;B:::;Y:=::;;GP;;;::=;'-;:==P=R=o=JE=c=r=N=o.=~;=D::::RA=Wl=N=G=N==!O. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY EAD ENGINEE_R OF WORK REVISION DESCRIPTION ,_0_117_£R~AP-PR-OV_A_L t--CIT_Y_A~PP-RO-VA-L--t RVWD BY: RAP 3887 3892 404-7 C N :E 0, G') $, (.,J 01 STEP 1 FILE SURFACE TO BRIGHT METAL AND CLEAN STEP 2 STRIP INSULATION FROM WIRE STEP 3 ~-HANDLE GRAPHITE COVER STARTING POWDER ..---METAL PO\\OER fu~~i:------.-.,.ETAL DISC -------<.;RAPHlnE MOLD ~ABLE HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERA TOR, IGNlnE STARTING PO\\OER WELD CAP BITUMINOUS COATING STEP 4 REMOVE SLAG FROM CONNECTION AND TEST. SEE NOTE 3 NOTES: STEP 5 APPLY 2 COATS PRIMER AND COVER CONNECTION WITH PRE-FORMED WELD CAP COAT WITH A BITUMINOUS COMPOUND 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 3 INCHES APART, MINIMUM. 3. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED ANO RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. 4. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN OVER-COATED WITH BITUMINOUS COMPOUND. OVERLAP DIP COATING BY 3 INCHES. ALUMINO-THERMIC WELD NTS CB CONSULTANTS, INC. ® Underground Service Alert Call .. : TOLL FREE 1-800-227•2600 TWOWOIIKINGOAY8 llEfOIIIYOUDIG CONTRACTOR SHALL NOTFY UNOERGAOVNO S£RVIC£ ALERT A MINIMUM OF U HOURS PRIOR TO BEGINNL~ ANY CONSTRUCTION WORK. SEE GelER,\l NOTES FOR f\.lRTHER INFORMATION. 1 6466 Bernardo Center Drive Suite 8-275 San Diego, CA 92128 (858) 592-0226 ------------- CAST IRON TRAFFIC ------......... COVER MARKED "CP TEST" CONCRETE BODY RATED FOR OCCASIONAL TRAFFIC CHRISTY G5 COVER WEIGHT: BODY WEIGHT: 10 LBS. 61 LBS. 14-1/4" ---11 -1 /8" ~ g" ----- 12" ~ = ~ 11-3/8" CONCRETE TEST BOX CB NTS ,® ID ®@® $TEEL NUT~ (2 EA. TYP.) STEEL THREADED STUD STEEL WASHER (BOTH ENDS OF STUD) l]'ISULATING WASHER (BOTH ENDS OF STUD)-~ INSULATING GASKET TO SOIL 0 ~ SULATING SLEEVE FULL WIDTH OF MATED LANGES -SEE NOTES) INSULATING MATERIALS: GASKET -TYPE "E" PHENOLIC W/RECT. 0-RING SLEEVE -G10 LAM. GLASS WASHER -G10 LAM. GLASS TO VAULT ~-GATE VALVE NOTES: 1. SIMILAR WASHER ARRANGEMENT IF BOLTS ARE USED INSTEAD OF STUDS. 2. DO NOT PAINT FLANGE WITH CONDUCTIVE PAINT. NON-BURIED INSULATING FLANGE AT VALVE NTS. HUNSAKER & ASSOCIATES SAN Dl£G0,1NC:. 10179 HUENNEK£NS ST. Pt ANN ING SANDIEOO,CA.92121 l (NGINEERING f'H(058)_558--1500 , SI.I It Vt YING 1·x (ll50)S56-14"-" 3 ~ESs?S '($>II l. ,i,_,. ~ 'i ~ NO. C-48670 ,._ . Exp. 06-30-06 ~ CIV\\.L~ 0FCAll~./ J-.Z-/-c:,5 DATE ~ CITY OF CARLSBAD I SHEETS I 1----+-----f--------------1----+---+--+----1 ~ ENGINEERING DEPARTMENT 35 1-----+--+-----------------f..__--+---+---+----I RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 3/31/06 O'I :t.-1 01 ~1-M I DATE DATE INITIAL ENGINEER OF WORK CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS CATHODIC PROTECTION fOR PRS LUMMER .3,,-19•13 ·, ' 062303 ,j ' -,J N <O "' ' 0 " ,. PART 1 -GENERAL 1.1 DESCRIPTION ELECTRICAL NOTES A. WORK INCLUDED: PROVIDE COMPLETE ELECTRICAL AND CONTROL SYSTEM AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO: 1. POWER/TEL. PEDESTAL AND METER PEDESTAL FOR METERING FACILITIES, MAIN CIRCUIT BREAKER ETC.; 2. FEEDER SYSTEM, IN CONDUIT TO BRANCH CIRCUITS; 3. BRANCH CIRCUIT WIRING, IN CONDUIT, FOR LIGHTING, RECEPTACLES, JUNCTION BOXES AND MOTORS; 4. HANGERS, ANCHORS, SLEEVES, CHASES, SUPPORTS FOR FIXTURES, AND OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH; 5. LIGHTING FIXTURES AND LAMPS; 6. WIRING SYSTEM, IN CONDUIT, FOR EQUIPMENT AND CONTROLS PROVIDED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS; 7. MOTOR STARTERS AND CONTROLS FOR MOTORS PROVIDED UNDER THE CONTRACT, BUT FOR WHICH MOTOR STARTERS AND CONTROLS ARE NOT OTHERWISE PROVIDED; 8. TELEMETRY SYSTEM, INCLUDING INSTALLATION OF A TELEPHONE LEASE LINE; 9. OTHER ITEMS AND SERVICES REQUIRED TO COMPLETE THE SYSTEMS. 1.2 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. THE REDUCING STATION HAS BEEN CLASSIFIED AS WET LOCATION. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA 70). B. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS. 1.3 SUBMITTALS A. PRODUCT DATA: WITHIN 35 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT SIX (6) COPIES OF: 1. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION; 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS; 3. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE OWNER WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. B. MANUAL: UPON COMPLETION OF THIS PORTION OF THE WORK, AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER TWO (2) COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INCLUDE WITHIN EACH MANUAL: 1. COPY OF APPROVED RECORD DOCUMENTS FOR THIS PORTION OF THE WORK; 2. COPIES OF ALL CIRCUIT DIRECTORIES; 3. COPIES OF ALL WARRANTIES AND GUARANTIES; 4. CONTROL SCHEMATICS AND WRITTEN STEP-BY-STEP DESCRIPTION OF THE CONTROL FUNCTIONS. 1.4 WARRANTY A. PROVIDE 1 YEAR WARRANTY ON ALL LABOR AND MATERIALS FROM THE DATE OF COMMISSIONING. PART 2 -PRODUCTS 2.1 GENERAL WHERE UNDERWRITER'S LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE UL LABEL. A. TEMPORARY POWER: 1. THE CONTRACTOR, AT HIS OWN EXPENSE, WILL PROVIDE TEMPORARY POWER AND PAY THE COSTS FOR INSTALLING PERMANENT ELECTRICAL METER OR METERS AS REQUIRED. 2.2 SERVICE ENTRANCE (METER PEDESTAL) A. PEDESTAL: MYERS 12D/240 VAC ME-UG 125 WITH 100 AMP MAIN CIRCUIT BREAKER B. METERING SECTION AND EQUIPMENT SHALL BE IN ACCORDANCE WITH SAN DIEGO GAS & ELECTRIC COMPANY (SDG&E) REQUIREMENTS. C. CONTROL CABINET: .30"Hx24"Wx12"D RITTAL +AE1376 MOUNTED IN VAULT WITH UNIT STRUT. COORDINATE LOCATION WITH CMWD OPERATIONS. 2.3 GROUNDING SYSTEM A. GROUND ALL EQUIPMENT, INCLUDING SWITCHBOARDS, TRANSFORMERS, CONDUIT SYSTEMS, MOTORS, AND OTHER APPARATUS, BY CONDUIT OR CONDUCTOR TO INDEPENDENT GROUNDING ELECTRODE AS SHOWN ON THE DRAWINGS, USING GROUND CLAMPS MANUFACTURED BY BURNDY OR T&B AND APPROVED BY THE OWNER. B. USE GROUND RODS IF WATER MAINS OR PIPING ARE NOT METALLIC, OR IF ISOLATION COUPLINGS HAVE BEEN USED. 1. LOCATE GROUND ROOS IN PLANTERS OR SIMILAR AREAS WHICH WILL RECEIVE WATER REGULARLY, AND DRIVE TO A DEPTH OF AT LEAST 8'-D. 2. MAKE MEG GROUND TESTS TO MEASURE GROUND RESISTANCE, AND PROVIDE NOT MORE THAN 5 OHMS RESISTANCE, ADDING GROUND RODS AS REQUIRED TO ACHIEVE THAT LEVEL. 3. MAKE GROUND RODS ACCESSIBLE FOR INSPECTION. 2.4 DISTRIBUTION SYSTEM A. IDENTIFICATION: 1. IDENTIFY ALL APPARATUS USED FOR OPERATION AND CONTROL OF CIRCUITS, APPLIANCES, AND EQUIPMENT 2. PROVIDE PLASTIC LAMINATE NAMEPLATES, BLACK FACE WITH WHITE CORE LETTERS, SHOWING PROPER AND COMPLETE IDENTIFICATION TO FIT 2" • 1" HIGH NAMEPLATE. B. WIRING DEVICES: 1. PROVIDE DUPLEX RECEPTACLES OF 3-POLE GROUNDING TYPE WIT THE THIRD POLE U-SHAPED AND GROUNDED TO THE CONDUIT SYSTEM, UL APPROVED. C. ABOVE FLOOR RACEWAYS: 1. PROVIDE RIGID GALVANIZED STEEL CONDUIT (RGS) FOR ALL CONDUIT CONCEALED IN THE WALLS, ABOVE THE CEILINGS, OR IN FLOOR SLABS. A. WHERE CONDUIT IS INSTALLED UNDERGROUND OR IN THE FLOOR SLAB, PROVIDE RIGID GALVANIZED STEEL CONDUIT. 2. PVC CONDUIT (SCH 40) MAY BE USED BELOW GRADE. 3. ALL FLEXIBLE CONDUITS SHALL BE SEAL TITE TYPE OR EQUAL. 4. OUTLETS, JUNCTION BOXES, AND SWITCH BOXES: PROVIDE STANDARD ONE-PIECE UNITS, GALVANIZED OR CAST METAL, OF SHAPE AND SIZE BEST SUITED TO THAT PARTICULAR LOCATION, OF SUFFICIENT SIZE TO CONTAIN ENCLOSED WIRES WITHOUT CROWDING. D. CONDUCTORS: 1, FOR LINE VOLTAGES, PROVIDE SOOY INSULATED COPPER WIRE AND CABLE, NEC STANDARD, OF TYPES SPECIFIED BELOW FOR DIFFERENCE APPLICATIONS, WITH UL LABEL, AGENCIES HAVING JURISDICTION. 2. WITH CONDUCTORS, PROVIDE IN SULA TING BUSHINGS OR INSULATING SLEEVES. 3. FOR WIRE AND CABLE, PROVIDE XHHW OR THHN/THWN. A. IDENTIFY FEEDER NEUTRALS WITH WHITE TAPE OR WHITE PAINT. B. USE ONLY COPPER WIRES AND CABLES. 2.5 LIGHTING FIXTURES A. PROVIDE FIXTURES OF THE TYPES SHOWN ON THE DRAWINGS, COMPLETE WITH LAMPS AND MOUNTING HARDWARE. 2.6 MOTOR STARTERS A. GENERAL: PROVIDE WESTINGHOUSE UNITS, OR EQUAL AS APPROVED IN ADVANCE BY THE OWNER OF THE SIZES AND TYPES NEED FOR THE OPERATIONS SHOWN ON THE DRAWINGS, SPECIFIED HEREIN, AND OTHERWISE REQUIRED FOR THE FACILITY, AND WITH THE FOLLOWING: 1. COMPLY WITH PERTINENT REQUIREMENTS OF NEMA AND NFPA-7D. 2. INCLUDE REQUIRED ACCESSORY ITEMS. 3. HORSEPOWER RATED, WITH THERMAL OVERLOADS. 4. NORMALLY RESET WITHOUT ENTERING THE STARTER ENCLOSURE. 5. EQUIPPED WITH OVERLOADS IN EACH UNDERGROUND LEG. 2.7 TOP MOUNTED FLOAT LEVEL A. 4RK04 FLOAT SWITCH WIRED TO 110V RELAY (SINGLE POINT DETECTION). 2.8 ELECTRONIC PRESSURE TRANSMITTERS A. ELECTRONIC PRESSURE TRANSMITTERS SHALL BE TWO WIRE DEVICES WITH CONTINUOUSLY ADJUSTABLE SPAN, ZERO AD DAMPING ADJUSTMENTS, INTEGRAL INDICATORS SCALED IN ENGINEERING UNITS, SOLID STATE CIRCUITRY AND 4-2DmA OUTPUTS. ACCURACY SHALL BE PLUS OR MINUS 0.25 PERCENT OF CALIBRATED SPAN. PROCESS WETTED AND BODY MATERIALS SHALL BE 316 SS. PROCESS CONNECTIONS SHALL BE 1/2-INCH NPT. THE RANGE SHALL BE 0-150 PSI. ENDRESS & HAUSER PMC 133 1N1F2W6Q4S WITH DISPLAY. 2.9 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER. "l r :i: u, r '._-.:-~--~ __ '"• y_,., :: ' ,:;:\_,"·_:··'.\ : _'.·/· '°:. DANIE. B'.9 YL~ E~<i'l~EERINQ -:·'--:·-)-_..c,J: ,.-,---;·)·it ' ·-,'- THE INFORMATION CONTAINED HEREON HAS BEEN COMPILED FROM THE CITY OF CARLSBAD'S STANDARD DRAWINGS FOR PRESSURE REDUCING STATIONS. THE INFORMATION HAS BEEN RE-FORMATTED FOR PRESENTATION ONLY ON THESE PL.ANS. THE REQUIREMENTS AND MATERIAL SELECTIONS ARE IN ACCORDANCE WITH THE AFOREMENTIONED STANDARD DRAWINGS. RECORD DRAWINGS APPROVED BY ~1-----------r----------, ;:;!, @ Underground ~ Service Alert 3, Call: TOLL FREE LO 1-800-227~280() _§. TWO WORKING DAYS T BEFORE YOU OKI CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. ,--. ' -·,_·,_ .•. ,--. · ·::,'rl' . , . , Consultirii, Engineers 3142 Vista Way, Sutte 303 Oceanside, CA 92056 (760) 433-8710 WILLIAM E. PLUMMER DEPUTY CITY ENGINEER PART J -EXECUTION 3.1 SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 PREPARATION A. COORDINATION: 1. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK THIS SECTION. 2. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SCHEDULE FOR WORK OF OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, PROVIDE REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. B. DATA INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS ARE AS EXACT AS COULD BE SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT WARRANTED. THE EXACT LOCATIONS, DISTANCES, LEVELS, AND OTHER CONDITIONS WILL BE GOVERNED BY ACTUAL CONSTRUCTION AND THE DRAWINGS AND SPECIFICATIONS SHOULD BE USED ONLY FOR GUIDANCE IN SUCH REGARD. C. WHERE OUTLETS ARE NOT SPECIF"ICALL Y LOCATED ON THE LOCATE AS DETERMINED IN THE FIELD BY THE OWNER. WHERE OUTLETS ARE INSTALLED WITHOUT SUCH SPECIFIC DIRECTION, RELOCATE AS DIRECTED BY THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. D. VERIFY ALL MEASUREMENTS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF DIFFERENCES BETWEEN WORK SHOWN ON THE DRAWINGS AND ACTUAL MEASUREMENTS AT THE SITE CONSTRUCTION. E. BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS HAVE BEEN DESIGNED FOR MAXIMUM ECONOMY CONSISTENT WITH ADEQUATE SIZING FOR VOLTAGE DROPS AND OTHER CONSIDERATIONS. INSTALL THE WIRING WITH CIRCUITS ARRANGED EXACTLY AS SHOWN ON THE DRAWINGS, EXCEPT AS OTHERWISE APPROVED IN ADVANCE BY THE OWNER. F. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC, BUT ARE REQUIRED TO BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. WHERE DEVIATIONS ARE REQUIRED TO CONFORM WITH ACTUAL CONSTRUCTION AND THE WORK OF OTHER TRADES, MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER. 3.3 INSTALLATION OF RACEWAYS AND FITTINGS A. WHERE CONDUIT IS INSTALLED, OR EXPOSED IN WORK AREAS, PROVIDE RIGID GALVANIZED CONDUIT. 1. SEAL JOINTS TO PREVENT ENTRANCE OF WATER. 2. PROVIDE GROUND WIRE OF PROPER SIZE. 3. USE NYLON (RATHER THAN STEEL) FISH TAPE. B. USE FLEXIBLE CONDUIT ONLY FOR SHORT MOTOR CONNECTIONS, OR WHERE SUBJECT TO VIBRATION. 3.4 INSTALLATION OF POWER EQUIPMENT A. PROVIDE POWER AND CONTROL WIRING FOR MOTOR STARTERS AND SWITCHES AS SHOWN ON THE DRAWINGS. B. CONNECTIONS TO MISCELLANEOUS EQUIPMENT 1. WIRE TO, AND CONNECT TO, ALL EQUIPMENT NOT SPECIFICALLY DESCRIBED BUT TO WHICH ELECTRICAL POWER IS REQUIRED. 2. COORDINATE AS NECESSARY WITH OTHER TRADES AND SUPPLIERS TO VERIFY TYPES, NUMBERS, AND LOCATIONS OF EQUIPMENT. 10179 HUENN~K£NS ST. P L A N N l N G SAN DIEOO, CA 92121 ENGINEERING PH\858)558-4500 S U RV E Y I N t; ,-x !851.11558-14"4 •~ •---=D ◄ 0 '•-• -•-• • • -~~--_3-2.-1,-0 5 0//Tc J.5 INSTALLATION OF CONDUCTORS A. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, USE NO. 12 TYPE THWH/THHN CONDUCTORS FOR ALL BRANCH CIRCUITS, PROTECTED BY 20 AMP CIRCUIT BREAKERS. WHERE SO INDICATED ON THE DRAWINGS, USE LARGER WIRES TO LIMIT VOLT AGE DROPS. B. THE NUMBER OF WIRES IN A CONDUIT RUN IS INDICATED ON THE DRAWINGS BY CROSS LINES ON THE CONDUIT RUNS. 1. WHERE WIRE SIZE IS NOT SHOWN, INSTALL NO. 12 CONDUCTORS. 2. WHERE CONDUIT SIZE IS NOT SHOWN, INSTALL 3/4' CONDUIT. 3. PROVIDE CODE SIZE CONDUIT FOR NUMBER AND SIZE WIRES SHOWN OR REQUIRED, UNLESS A LARGER SIZE CONDUIT IS SHOWN ON THE DRAWINGS. C. USE IDENTIFIED (WHITE) NEUTRALS AND COLOR CODED PHASE WIRES FOR ALL BRANCH CIRCUIT WIRING. 1. MAKE SPLICES ELECTRICALLY AND MECHANICALLY SECURE WITH PRESSURE TYPE CONNECTORS, OR BY SOLDERING. A. FOR WIRES SIZE 6 AWG AND SMALLER, PROVIDE "SCOTCH-LOCK" CONNECTORS. B. FOR WIRE SIZE 4 AWG AND LARGER, PROVIDE BURNDY "VERSITAPS" AND HEAVY DUTY CONNECTORS, OR T&B "LOCK-TITE" CONNECTORS. 2. INSULATE SPLICES WITH A MINIMUM OF TWO HALF-LAPPED LAYERS OF SCOTCH BRANCH NO. 33 VINYL-PLASTIC ELECTRICAL TAPE WHERE INSULATION IS REQUIRED. D. TAPE ALL JOINTS WITH RUBBER TAPE 1 1/2 TIMES THE THICKNESS OF THE CONDUCTOR INSULATION, THEN COVER WITH THE FRICTION TAPE OR THE VINYL-PLASTIC ELECTRICAL TAPE SPECIFIED ABOVE. E. THE DRAWINGS INDICATE THE GENERAL DIRECTION OF HOME RUNS. CONTINUE ALL SUCH HOME RUNS TO THE PANEL AS THOUGH THE ROUTES WERE SHOWN COMPLETELY. 3.6 INSTALLATION OF POWER/TEL. AND METER PEDESTALS A. INSTALL AS SHOWN ON THE DRAWINGS. B. MOUNT A TYPEWRITTEN DIRECTORY BEHIND GLASS OR PLASTIC ON THE INSIDE OF EACH PANEL DOOR AND, ON THE DIRECTORY, SHOW THE CIRCUIT NUMBER AND COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH CIRCUIT. C. INSTALL TELEMETRY COMPONENTS PER CMWD REQUIREMENTS. 3. 7 TESTING AND INSPECTOR A. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED TESTS, AND SECURE REQUIRED APPROVALS FROM THE OWNER AND GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. MAKE WRITTEN NOTICE TO THE OWNER ADEQUATELY IN ADVANCE OF EACH OF THE FOLLOWING STAGES OF CONSTRUCTION: 1. IN THE UNDERGROUND CONDITION PRIOR TO PLACING CONCRETE FLOOR SLAB, WHEN ALL ASSOCIATED ELECTRICAL WORK IS IN PLACE; 2. WHEN ALL ROUGH-IN IS COMPLETE, BUT NOT COVERED; 3. AT COMPLETION OF THE WORK OF THIS SECTION. C. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO NOT COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NONCOMPLIANCE, REMOVE THE NON-COMPLYING ITEMS FROM THE JOB SITE AND REPLACE THEM WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS, ALL AT NO ADDITIONAL COST TO THE OWNER. D. IN THE OWNER'S PRESENCE: 1. TEST ALL PARTS OF THE ELECTRICAL SYSTEM AND PROVE THAT ALL SUCH ITEMS PROVIDED UNDER THIS SECTION FUNCTION ELECTRICALLY IN THE REQUIRED MANNER. 2. IMMEDIATELY SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 3. ALSO, MEASURE VOLTAGES BETWEEN PHASES AND BETWEEN PHASE WIRES AND NEUTRALS, AND REPORT THESE VOLTAGES TO THE OWNER. 3.8 PROJECT COMPLETION A. UPON COMPLETION OF THE WORK Of" THIS SECTION, THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SOIL, LABELS, GREASE, OIL, AND OTHER FOREIGN MATERIAL, AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE MANUFACTURER OF THE ITEM BEING CLEANED. B. THOROUGHLY INDOCTRINATE THE OWNER'S OPERATION AND MAINTENANCE PERSONNEL IN THE CONTENTS OF THE OPERATIONS AND MAINTENANCE MANUAL REQUIRED TO BE SUBMITTED UNDER THESE SPECIFICATIONS. C. ON THE FIRST DAY THE FACILITY IS IN OPERATION, FOR AT LEAST EIGHT HOURS AT A TIME DIRECTED BY THE OWNER PROVIDE A QUALIFIED FOREMAN AND CREW TO PERFORM SUCH ELECTRICAL WORK AS MAY BE REQUIRED BY THE OWNER. ~ CITY OF CARLSBAD ~5 i--'---l--'---+-----------------1---'----+--+---+----+ ~ ENGINEERING DEPARTMENT ~ -------i R.C.E. 28176 DA TE EXP. 3/31/06 DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DA lE INlllAL DA lE INlllAL OTHER APPROVAL CITY APPROVAL CANNON RD. AND COLLEGE BLVD. DOMESTIC AND RECYCLED WATER TRANSMISSION MAINS ELECTRICAL NOTES OWN BY: GADD PROJECT NO. DRAWING NO. CHKD BY: MJR RVWD BY: DGS 3887/3892 404-7 . ' ~ 062303 j w 0 a w (JI l 0 >-<{ >-0 ;;' '-' TYPE ITEM 1 2 3 4 5 6 7 , I I ZONE 490/446 PRESSURE REDUCING STATION NOTE: ALL ELECTRICAL EQUIPMENT SHALL BE SUITABLE FOR USE IN WET LOCATION DESCRIPTION WALL MOUNTED FLUORSCENT FIXTURE, 4' LONG MOLDED HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WITH HIGH IMPACT ACRYLIC DIFFUSER, WITH CAPTIVE LATCHES, COMPLETELY CASKETED AND ENCLOSED SUITABLE FOR WET AND CORROSIVE LOCATIONS. MOUNTING VOL TS ~~t.1~f CEILING MOUNT 120 2 SCALE: 1/2' ~ 1'-0" LAMP TYPE F40T12 TOTAL MANUFACTURER AND WATTS CATALOG NUMBER 100 LITHONIA CAT. 4 DD-240A-WLF OR EQUAL INPUT/OUTPUT (1/0) SCHEDULE PRESSURE REDUCING STATION OUTPUT INPUT ANA. DISC. POINT DESCRIPTION LOCATION X X UPSTREAM PRESSURE PIPE 1 PE/PIT-1 X X DOWN STREAM PRESSURE PIPE 1 PE/PIT-2 X X SDG&E POWER FAIL RELAY-MT. ENCLOSURE X X VAULT INTRUSION ZS-1 X X PRV VALVE NO: 1 POSITION Zl-1 X X PRV VALVE NO: 2 POSITION Zl-2 X X SINGLE POINT LEVEL DETECTION BELOW RITTAL ENCLOSURE REMARKS PRESSURE TRANSDUCER PRESSURE TRANSDUCER WHEN POWER IS OUT HATCH SWITCH POS. TRANSMITTER POS. TRANSMITTER FLOAT SWITCH/VAULT FLOOD 16 LJ b I N 1j.1i/4r DATE. 0 3/4" C-1-2+18SH ® 2"C, 7-2CcJJBSH @ 2" C-10+12, 5+12 GND. © LIGHTING SWITCH LIST OF MATERIALS ® HATCH SWITCH <zs-1) ALLEN BRADLEY LIMIT SWITCH 802T TYPE OR APPROVED EQUAL TO TURN ON LIGHTS © FAN SWITCH AND TIMER WEATHER PROOF TIME CLOCK INTERMATIC ltzT2501A 0 CONTROL J-BOX RITTAL BOX (NEMA 4X) ® POWER J-BOX (NEMA 4X) ® PE/PIT-1 @) PE/PIT-2 @ INTAKE BLOWER GRANGER *4C943 OR 4YJ33 @ VALVE POS. TRANS. (TYP.) @ SUMP PUMP SP-1, LITTLE GIANT GRANGER 4JP639A @ TO POWER JUNCTION BOX. @ FAN TIME CLOCK-INTERMATIC 2T2501A GRANGER STOCK LIGHT/INTRUSION SWITCH TELEMECANIQUE MODEL *XCKJ10541H7 WIRED TO ACTIVATE LIGHTS WHEN LID IS OPEN. GRANGER STOCK *4881. @ SERVICE PEDESTAL ON 52"x30" CONCRETE PAD TELEME I Rv' SYS I EM COMPONENT UST (NO SUBSTITIJTIONS) BLACK BOX CORP. P.O. BOX 12800 PITTSBURGHl PA 15241 PHONE (724J 746-500 FAX (800) 312-0746 1-MODEM 3600 STANDALONE, ITEM "MDBBOA 1-MODEM 3600 RACKMOUNT, ITEM "MOBBOC SCADA 1/0 EQUIPMENT STANDARD PAV TELEME I Rv' OPT022 1/0 HARDWARE AVAILABLE AT: OPTO 22 CONTACT: SCOTT WINROW 43044 BUSINESS PARK DRIVE TEMECULA, CA. 92590 PHONE (BOO) 321-6786 HARDWARE REQUIRED: (FOR WATER OPS) 1 -AC7A 1 -SNAPB12M 1 -SNAP-PS5 1 -SNAP-PS24 1 -SNAP-B3000 AS NEEDED -SNAP OAC5 110 VAC OUTPUT MODULES AS NEEDED -SNAP IAC5 110 VAC 4 CH. INPUT MODULES AS NEEDED -AIV 10, 5 voe ANALOG INPUT MODULES 2 -PRESSURE TRANSMITTERS MODEL PMC 133-1N1F2B6Q4S MISC. CLAVALVE SPECIAL ACCESSORIES 2-X117C VALVE POSITION TRANSMITTERS OR APPROVED EQUAL. (TO BE INSTALLED ON PRV'S) HOFFMAN ENCLOSURE WITH PANEL (JO'H x 24"W x 12"0) 1-D-LJOH2412LPB ENCLOSURE 1-A-JOP24 PANEL (OR EQUAL) RITTAL "'°AE1376 MOUNTED TO WALL WITH UNI-STRUT MOUNT AND WIRE ENCLOSURE WHERE ACCESSIBLE IN VAULT NOTES: 1. COORDINATE WITH CMWD OPERATIONS (TEL. 760-438-272) FOR ADDITIONAL REQUIREMENT. RITTAL ENCL. CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE. TWO 5/8' MIN BOLTS 4 1/2' MIN EMBEDMENT [:>-UNI-STRUT I----VAULT WALL 1017'1 HUENNEKENS st pl ANN ING SI\ND1ECO,CA!t2121 / -~€VlrJ;K£O 8Y: 1 EN.-C.IN(flt.lNG PH(858)S54-4500 J:\ _,_u,_v_~v_1NG Fx_1~_s_os_,._,.._•~~_-.·_-__ ~ <--,,//)•J;t ,~~I IA ... 3-Z"f-ll.5 ill ~ · Wc..11---l~ OF I-Jo~ N::> of" <Y'ljt...."r/a4 Fo~ ~ lNSP£CTOR D.4TE ~PJIL-T":'.:> ~O,Qeo OI-.J\-'( ~r::,>;.O t. ~of. I ---i:::==;==;==============.:::::..::::.=:...::....:.::.~~---r--~~~:::;:::;:;;:;::;;;:::::;:::;;=;--;::::;::::;~~ i \ ~1 CITY OF CARLSBAD S NO.C-48670 l---+--+----------------i---t---1---t------1 ~ ENGINEERING DEPAR1MENT Exp.oe-30-06 1-----+--+-----------------;---t----r--------;----i ~ c,v_ 11._ ~~ CANNON RD. AND COLLEGE BLVD. \Z~oFcA1.~.:;, DOMESTIC WATER TRANSMISSION MAINS ZONE 490/446 PRESSURE REDUCING STATION r ----------------------i-----t---t---------------r--,--i---1-1 ELECTRICAL PLAN ~-+--+-------------t---t--i---t-------1:=c=::=c=====:=.:===:=:=::~~~~:::========i RECORD DRAWINGS APPROVED BY APPROVED WILLIA~,, PLUMMER i __ ------.,.,-----:-r--------, ~~~" DIINl~~~!•~~~f~IUNQ ==...~=~~;?;~ ~ @ ~~~rouAlertnd CONTRACTOR SHALL NOTIFY "'~ ,,,,_ 12/31/04 "' Consulting··· Engineers RE-FORMATTED FOR PRESENTATION ONLY ON ll-lESE f'Ul.NS. __ , , ~L--t--1 II\ ltaiucnt ,,r M/JPi' All/J ,a_,,;!(" 1'-"'-'v"""' UNDERGROUND SEAVICI: ALERT A ,,. TI-IE REQUIREMENTS AND MATERIAL SELECTIONS ARE IN · udlre,c;;r '-'r rrt.4' HJ 1..11/l<--1 OWN BY: CADD PROJECT NO. DRAWING NO. :l~~~~c~~il:iTi022L~L7[:ei~~~E1M~:~1~~~M~NIN~o,:~;~~ytHC~og~~~~T~~~~~~~ot~OJ ___ ,l),:"''f~!='~= .. \\.~\{:~~""' ______ Oc_•_·"_~_~=-~c-~-"'_:2w_o?_6·_so_"~_•,_3g_:3_-3_7_10 ____ 1A~~~~~R~D~AN~=C=E=W=lll-i=lli=E=AFO==R=E=M=ENTI==O=N=E=D=ST=J\N=D=AR=D==::::!__!~Wl~L~L~IA~M~E~-~P~L~U~M~M~E~R~==~R~.c=.E~.~~28~/1~7~6===D=A=T=E~E~D~AIN~TEE~R~~Fl~Nl~TIOA~L~===~R;E~V~IS;l;O~N~D~ES~C~R~l~P~T~IO~N~===~D~ATE~~IN~lll~AL~~D~A~TE~~IN~ITI~A~L~~~t~~~8~B~B{~:~~~:~s~~3~8~8~7='/~3~8~9~2~~4~0~4~~~7~J WORK. SEE GENERAL NOTES """ nn DEPUTY CITY ENGINEER EXP. J 31 06 OTHER APPROVAL CITY APPROVAL ;>-T~~:~~ :ws FOR FURTHER INFORMATION. ../J~Z,~~ ~ DEPUTY CITY ENGINEER PE 28176 EXP. 3/31 /06 DATE I 062303 1 N :g ' " TYPE @ ITEM 1 2 3 4 5 6 7 , I • I ' 6 ZONE 490/255 PRESSURE REDUCING STATION NOTE: ALL ELECTRICAL EQUIPMENT SHALL BE SUITABLE FOR USE IN WET LOCATION DESCRIPTION WALL MOUNTED FLUORSCENT FIXTURE, 4' LONG MOLDED HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WITH HIGH IMPACT ACRYLIC DIFFUSER, WITH CAPTIVE LATCHES, COMPLETELY GASKETED AND ENCLOSED SUIT ABLE FOR WET AND CORROSIVE LOCATIONS. MOUNTING VOLTS CEILING 120 MOUNT SCALE: 1/2" = 1'-0" NO. OF LAMP TOTAL MANUFACTURER AND LAMPS TYPE WATTS CATALOG NUMBER LITHONIA CAT. ct 2 F4-0T12 100 DD-24-0A-WLF OR EQUAL INPUT/OUTPUT (1/0) SCHEDULE PRESSURE REDUCING STATION OUTPUT INPUT ANA. DISC. POINT DESCRIPTION LOCATION X X UPSTREAM PRESSURE PIPE 1 PE/PIT-1 X X DOWN STREAM PRESSURE PIPE 1 PE/PIT-2 X X SDG&E POWER FAIL RELAY-MT. ENCLOSURE X X \/AULT INTRUSION ZS-1 X X P~\/ \/AL\/E NO: 1 POSITION Zl-1 X X PR\/ \/AL\/E NO: 2 POSITION Zl-2 X X SINGLE POINT LEVEL DETECTION BELOW RITTAL ENCLOSURE REMARKS PRESSURE TRANSDUCER PRESSURE TRANSDUCER WHEN POWER IS OUT HATCH SWITCH POS. TRANSMITTER POS. TRANSMITTER FLOAT SWITCHNAULT FLOOD 10°-0· lg ' , HUNSAKER ~ ~ f~?~~.½IES 10179 HUENNEKtNI if. f' LAN NIN G SANOIEOO,CA!ll.121' ENGINEERING PH(858155S.4500 S U RV EV t NG flC (H~S) 5511·14".-4 .•. -·-·=-. ~~! NO. 0·48670 :a,. Ei!p.08-30-08 ~CIV\~ 0,c,; RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER R.C.E. 28176 DEPUTY CITY ENGINEER EXP. 3/31/06 16 "AS ,& . -~ A~~b&1o EXP. 7v/4ED d~ l " Mc I>""'- JNSPcCTOR 10"!/Ulh ·~ DATE DATE INITIAL BUILT" -;--_ . p7/4J' ,:::,&/t:>0 [ex,, .,_ 1 DATE .3-2-1-os DIJTc & CD 3/4" C-1-2"18SH ® 2"C, 7-2C"18SH @ 2" C-10412, 5412 GND. 0 LIGHTING SWITCH LIST OF MATERIALS @ HATCH SWITCH (ZS-1) ALLEN BRADLEY LIMIT SWITCH 802T TYPE OR APPROVED EQUAL TO TURN ON LIGHTS © FAN SWITCH AND TIMER WEATHER PROOF TIME CLOCK INTERMATIC +:!T2501A 0 CONTROL J-BOX RITTAL BOX (NEMA 4X) © POWER J-BOX (NEMA 4X) ® PE/PIT-1 @) PE/PIT-2 @ INTAKE BLOWER GRANGER ct4e943 OR 4YJ33 @ \/AL\/E POS. TRANS. (TYP.) @ SUMP PUMP SP-1, LITTLE GIANT GRANGER *3P639A @ TO POWER JUNCTION BOX. @ FAN TIME CLOCK-INTERMATIC 2T2501A GRANGER STOCK LIGHT/INTRUSION SWITCH TELEMECANIQUE MODEL 'IIXCKJ10541H7 WIRED TO ACTIVATE LIGHTS WHEN LID IS OPEN. GRANGER STOCK *4881. @ SERVICE PEDESTAL ON 52"•30" CONCRETE PAD TELEME I RY SYS I EIVI COMPONENT LIST {NO SUBSTITIJllONS) BLACK BOX CORP. P.O. BOX 12800 PITTSBURGH, PA 15241 PHONE (724) 748-500 FAX (800) 312-0748 1-MOOEM 3600 STANDALONE, ITEM 'IIM0880A 1-MODEM 3600 RACKMOUNT, ITEM 'IIMD880C SOADA i/0 EQUIPMENT STANDARD PAV TELEME I RY OPT022 1/0 HARDWARE A\/ AILABLE AT: OPTO 22 CONTACT: SCOTT WINROW 43044 BUSINESS PARK DRIVE TEMECULA, CA. 92590 PHONE (800) 321-6786 HARDWARE REQUIRED: (FOR WATER OPS) 1 -AC7A 1 -SNAPB12M 1 -SNAP-PS5 1 -SNAP-PS24 1 -SNAP-B3000 AS NEEDED -SNAP OAC5 110 \/AC OUTPUT MODULES AS NEEDED -SNAP IAC5 110 \/AC 4 CH. INPUT MODULES AS NEEDED -Al\/ 10, 5 \/DC ANALOG INPUT MODULES 2 -PRESSURE TRANSMITTERS MODEL PMC 133-1N1F2B6Q4S MISC. CLAVAL\/E SPECIAL ACCESSORIES 2-X117C VAL \IE POSITION TRANSMITTERS OR APPROVED EQUAL. (TO BE INSTALLED ON PRV'S) HOFFMAN ENCLOSURE WITH PANEL (30"H • 24"W • 12"0) 1-D-L30H2412LPB ENCLOSURE 1-A-30P24 PANEL (OR EQUAL) RITTAL 4AE1376 MOUNTED TO WALL WITH UNI-STRUT MOUNT AND WIRE ENCLOSURE WHERE ACCESSIBLE IN VAULT NOTES· 1. COORDINATE WITH CMWD OPERATIONS (TEL. 760-438-272) FOR ADDITIONAL REQUIREMENT. RITTAL ENCL. CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND TWO 5/8" MIN BOLTS 4 1/2" MIN EMBEDMENT UNI-STRUT >----VAULT WALL €:-1-Jc.\Uee,fl-of' I-lo~ .A.-<:> Of' ?'L"'l/04 F~ t,.<:>-~IL.10 ~ <"l,JL..: ~ CITY OF CARLSBAD ~ 2 ENGINEERING DEPAR1MENT 5 CANNON RD. AND COLLEGE BLVD. DOMESTIC WATER TRANSMISSION MAINS ZONE 490/255 PRESSURE REDUCING STATION ELECTRICAL PLAN APPROVED WILLIAM WMMER ~ 'G .3-=-19·al ~ CITY ENGINE R PE. 28176 EXP. 3/31/06 DATE 11\ NEW EAlti!NElR Or ll'OA'K AA/fl A5·&/Lf DWN BY: CADD PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: t.lJR ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DGS 3887 /3892 404-7 062303 N :8 ' 0 ~ 0 ;;' el 3 0 ELECTRIC SERVICE ---~ SINGLE PHASE 120/240 VAC MYERS ME-UG 125 SERVICE PEDESTAL WITH 100 AMP MAIN. (CIRCUIT SCH. AS SHOWN) TELCO JUNCTION BOX-~ (8"x8"x6") ATTACH TO SIDE OF PED CIRCUIT SCHEDULE CIRCUIT 1 20AMP LIGHTS & OUTLETS CIRCUIT 2 20AMP TIME CLOCK & FAN CIRCUIT 3 20AMP SUMP PUMP CIRCUIT 4 20AMP TELEMETRY ;::::::=⇒ 2" ELECTRIC CONDUIT TO WATER VAULT PROVIDE 15 LF OF 2" PVC¢:=::::~ ELEC. CONDUIT WITH PULL 2" CONDUIT TO TELCO SOURCE. COORDINATE WITH UTILITIES FROM STREET IMPROVEMENT PLANS FOR COLLEGE BLVD (CITY OF CARLSBAD DWG. NO. 390-2) ROPE. COORDINATE WITH UTILITIES FROM STREET '-'::::::====⇒ 2" TELCO CONDUIT . TO WATER VAULT IMPROVEMENT PLANS FOR COLLEGE BLVD (CITY OF CARLSBAD DWG. NO. 390-2) SERVICE PEDESTAL DETAIL CD NOT TO SCALE 31,32 - CONC ENCASE PRIVA . TE ONLY . l - . - 3• • . -•. --NON METALLIC CONDUITS ' 4" z -:i 3" .., -. - ·. . ~ . -... I : ; : .,., . I .. :. . ·.a_J. ' ~ . I TRENCH DETAIL ffi NOT TO SCALE 31,32 - .; ~ I "' ~ ~----..,..,..-,----,-,---------, ~ ® Underground CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. : : ,~·; "':._;:, ~.1-\ -,;~:· .. ~:'.)~ 'tl;)tft\ DANIE;~_ ~JYL; ~ra~r~:IUNCI lliE INFORMATION CONTAINED HEREON HAS BEEN COMPILED FROM THE CllY OF CARLSBAD'S STANDARD DRAWINGS FOR PRESSURE REDUCING STATIONS. lliE INFORMATION HAS BEEN RE-FORMATTED FOR PRESENTATION ONLY ON THESE PLANS. lliE REQUIREMENTS AND MATERIAL SELECTlONS ARE IN ACCORDANCE WITH lliE AFOREMENTIONED STANDARD DRAWINGS. ~ Service Alert ° Call: TOLL FREE ~ 1--800-227-2800 9-TWO WORKNG DAYS :r: BEFORE YOU DIG Consulting Engineers 3142 Vista Way, Suite 303 Oceanside, CA 92056 (760) 433--8710 RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER ■· - HUNSAKER ~ ~ ~~~~~-½IES ,~ L,~, ,NO. C-48810 JI 10179 HUfNNEKENS 5t PL AHN ING SANOIE00,0.921:ll l:Jq).Oll-30-0I [NGJN(tRING PHll!SB)SSB-<4500 s UR v £ Y I N G fX {gS8) sso-1-4•4 ~o,~ -----~-~~ & e+Jc::.1µe:e.ie-OF µo~ J>..o OF 0"1/tA !o-t FOr<:- M:>-fi:OL-Tc:> f\-J~f'Ot>eo OI-JL--1' <>'1/z,+b 1'-1-H 11, /ial.fNf.tMEtR Cr Wt?fi'A" AIYO .4$-LJ{I/LT R. C.E. 28176 DATE DATE INITIAL DATE INITIAL DATE INITIAL EXP. 3/31/06 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BU\LT" ~~::.~O/dJ 9/4:fr: r ' KE::z.o 8Y~ ~"I -2"/-t:!J.5 -,-...., '#JeHILI. -S.!, (_ IN~PIECTOR OAT€ CTY] CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT 5 CANNON RD. AND COLLEGE BLVD. DOMESTIC AND RECYCLED WATER TRANSMISSION MAINS MISCELLANEOUS ELECTRICAL DETAILS ~VED WILLIA~AMMER ~ ~,.n--z,,.. 3, 19·R1 DEPUTY CITY ENGi ER PE 28176 EXP. 3/31 /06 DA TE DWN BY: CADD PROJECT NO. DRAWING NO. CHKD BY: t.tJR 3887 /3892 404-7 RVWD BY: DGS C ~ G') .,=:. 0 .,=:. I ...... TRAFFlC CONTROL NOlES: 1. WORK HOURS TO BE RESTRICTED TO 8: 30AM TO 3: 30PM UNLESS APPROVED OTI-IERWISE. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. 3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING TI-IE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF TI-IE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING TI-IE 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. 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY SPECIFICALLY SHOWN ON TI-IE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HA VE CLEA TS AND COLD MIX AT TI-IE EDGES. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITI-IIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK TI-fAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITI-f 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 TI-IE CONTRACTOR WITI-IIN 24 HOURS, IF DAMAGED. UTILITIES INSTALLED WITI-flN 100 LF OF A SIGNALIZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTI-IERWISE APPROVED BY TI-IE CITY ENGINEER OR HIS AUTI-IORIZED REPRESENTATIVE. 1D. FLAGGERS SHALL BE EQUIPPED WITIH 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 DAY PER WEEK, BY TIHE CONTRACTOR. 12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH TIHE CALTRANS MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE ZONES, LATEST EDITION. 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN TI-IE DETAIL, FORMAT AND QUALITY ILLUSTRATED IN CITYS TYPICAL LANE CLOSURE PLAN. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 15. TIHE CITY ENGINEER OR HIS REPRESENTATIVE HAS TIHE AUTIHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITIH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 2 WEEKS IN ADVANCE OF STARTING WORK. 17. IT IS TIHE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN TIHE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO INSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS TIHROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION ANO SAFETY TO CONSTRUCTION WORK. 18. Controctor shall comply with the requirements of the American Disability Act as related to pedestrian access and shall maintain pedestrian access at all times per ADA requirements. 19. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS. 20. CONTRACTOR SHALL POST "SYMBOL" UNEVEN LANES, "STEEL PLATES AHEAD" OF "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 INSTALL "CAUTION STEEL PLATES AHEAD" AND/OR "ROUGH ROAD" SIGNS IN ADVANCE OF STEEL PLATE BRIDGING. NO PARklNG/B!J<£ l.ANE -➔ 7---::?'--- C18 -. --.---,---,~~ • 'Ml(,45) C20(8) we(45) C30(9) 1'>0 PARMIG/131){£ tANE C20(R) C20(R) 1000· 1000' SIGNAGE NOlES 1. NOT LESS TI-IAN 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 ANO PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 5. PLACE C30 "LANE CLOSED" SIGN AT 500' - 1 ooo· INTERVALS TIHROUGHOUT EXTENDED WORK AREAS. 6. ALL REQUIRED SIGNS TIHAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POSTED MOUNTED. 7. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET TIHE PROVISIONS OF SECTION 12 OF TI-IE MOST RECENT EDITION OF TIHE CALTRANS STANDARD SPECIFICATIONS. SIGNS: (All SIGNS SHALL BE REFLECTORIZEO ANO OF STANDARD SIZE. WORK AREA WARNING SIGNS SHALL BE ORANGE SIGN FACE.) C2 C13 C18 C20(L/R) C20(B) C30(B) C27 C30 W6 Wll W41 W56 Rl R2 R2-5 R7(L/R) RlO R13 R18-2 R34 R34-2 R49 R63 R81 ROAD CLOSED END CONSTRUCTION ROAD CONSTRUCTION AHEAD LEFT/RIGHT LANE CLOSED AHEAD BIKE LANE CLOSED AHEAD BIKE LANE CLOSED OPEN TRENCH LANE CLOSED ADVISORY SPEED LIMIT PAVEMENT WIDTH TRANSITION SIGN SIGNAL AHEAD DOUBLE HEAD ARROW SIGN STOP SPEED LIMIT SIGN REDUCED SPEED AHEAD KEEP LEFT/RIGHT ONE WAY NO TURN ON RED RIGHT LANE MUST TURN RIGHT NO U-TURN NO LEFT/U TURN NO PED CROSSING, USE CROSSWALK 00 NOT PASS BIKE LANE C13: C18: C1J j C20(R): C20( 2R): EL CAMINO REAL • • • • 1000' MERGE TAPER CONTRACTOR SHALL MAINTAIN ACCESS TO PARKWAY NURSERY AT ALL TIMES. • ~~~----c----------'''-. ---'-""'"--="--'"~--·-<E----·--------,,. ---------.,. -~---~- "' ,, "' 14' ,,. ➔ • • ---.. ---..----..-7 ...-...- "' • • ,,. l). 150' TANCENT Cl~ ~ I TRAFFlC REQUIREMENTS: The contractor shall maintain the following traffic lone requirement3: .J..1.J, El Camino Real: Maintain min. one lane of traffic in each direction during working hours. Connon Rd.: Maintain min. one lone of northbound traffic during working hours and no interference with southbound traffic at anytime. Prohibit left turns when in conflict with construction and when left turn visibility is restricted by construction. Working Hours : Per project spec. or to be approved by City. All private driveways and side streets shall be kept open ot all times. All open excavations on public streets shall be bock-filled or steel-plated (anti-skid plates) for traffic to the satisfaction of City Engineer outside the working hours. Traffic shall be restored to normal conditions during non-working hours. Traffic shall be fully actuated ot oil times. Use video detection if necessary. I END I CONSTRUCTION ROAO CONSTfl:UCOON AHEAD RIGHT ~8 AHEA 2 RIQ-IT LANES CLOSED AHEAD C20(B): C27: C30: C30(B): BIKE LANE ~,.?(l8 LANE CLOSED BIKE LANE CLOSED W6(45): R13: R18-2: R34-2: NO TURN ON RED RIGHT LANE MUST TURN RtCH ~ I I HUNSAKER & ASSOCIATES SAN DIEGO,INC. 1011, HUENNEICENS ST. pt ANN ING SANDIEGO,CA92121 ENGINt[RINC f'"<1/a~8)5511-4SlJO 1 ~--l~_~_.".'___:_:. I, IY i1''.H) S~fl-14•4 I "AS BUlLT" ~=-t~ • I I • I 1' I • C -1\ it> it> ~ ~_RIGHT I LANES • MUST TIJRN RIG-iT I I I • I ~ I CJCJ(B) ~ C20(R) ~ C20(S) DRIVEWAY TO PARKWAY NURSERY I I 350• I I~~-..... " ,;J -.,,, LEGEND: "' "' q "' "' "' g 1 .. .,, "' "' ,,. ,,. _,· EXISTING SIGN ' ➔ -➔- -➔- H NEW SIGN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE BUS STOP • ~~~-~-- • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION ➔ DIRECTION OF TRAVEL 1/~7/oJ~ 8) RELOCATE BUS STOP DATE © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION ® POST NO STOPPING SIGNS C---- Rt.VIE /IEO BY1 ,; _, 'r,J{d'., .. • 3,2-f-QS ® Und~ground Service Alert Call, TOLL FREE 1-800--227-2600 TWO WOFIKING DAYS BEFORE YOU DIG CONTRACTOR SHALL NCTIFY UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. Submitted By: TRAFFIC CONTROL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447-6077 FAX (714) 447-6081 60 30 0 60 120 180 SCALE 1" = 60' ELCAMll.0WG T\002-12 1-29-03 . INSPECTOR Lt 1"1JC.IIJ~ cp I~~ t>,.'b OF CA./1.A/04 F'Of", A<>-e>UIL,.10 f\..l ~oeo OWL-{ RECORD DRAWINGS APPROVED BY ----~-- 09/t,.AI~ 14-M· 1r, ;VE/1 E-1/&'AIEEf tJF Jt'C..f'A' ;/,}/[) A:J-/3{)/Lr WILLIAM E. PLUMMER R.CE. 28176 DATE DATE INITIAL DEPUTY CITY ENGINEER EXP. 3/31/06 ENGINEER OF WORK REVISION DESCRIPTION 0.4TE ~ CITY OF CARI.3BAD ~ 4 ENGINEERING DEPARTMENT 5 ·-- CANNON RD. AND COLLEGE BLVD. DOMESTIC AND RECYCLED WATER TRANSMISSION MAINS .. CANNON RD. AND EL CAMINO REAL ----PHASE I -·· .. -- ---.. APPROVED WILLIAM E. ~MMER ~.--t'.~~,ce 3,,g_, 121 DEPUTY-CIY ENGIN ER E28176 EXP 3/31/06 DATE OWN BY: FL PROJECT NO. DRAWING NO DATE iNITIAL DATE INITIAL CHKD BY: O.K. 3887 /3892 404-7 OTHER APPROVAL Cl TY APPROVAL RVWD BY: O.K. 062303 l C ~:e 0 G') -tt.i::-, WO 01 .,::., I """ C10 ' ' . LEGEND: f EXISTING SIGN t NEW SIGN AND POST I · TYPE TWO BARRICADE H . TYPE THREE BARRICADE 200· . . • • • DELINEATOR WITH WHITE REFLECTIVE TAPE ~ · ARROW BOARD ® . SIGNALIZED INTERSECTION ➔ · DIRECTION OF TRAVEL (j) · RELOCATE BUS STOP . © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION @ POST NO STOPPING SIGNS ® Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WPRKJNG DAYS BEFORE YOU DIG CONTRACTOR SHALL NOTIFY UNDERGROUND SERVK:E ALERT A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY CONSTROCTJON WORK. SEE GENERAL NOTES FOR FURTHER INFORMATION. . C13 ... I I I I 1''1' - 'TRiGH ~ "'"' MUST rue, ~ I I / C20(l) I I J I . -• I C1a C4~I 1 I NoNy 'lJ. Submitted By: ffiAFFlC CONffiOL ENGINEERING, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 921335 (714) 447-6077 FAX (714) 447-60131 60 30 0 60 SCALE 1'' -60' 120 180 ELCAM!2.0WG T1002 12 1 29 OJ RECORD DRAWINGS APPROVED BY WILLIAM E. PLUMMER DEPUTY CITY ENGINEER R.CE. 28176 EXP. 3/31 /06 DATE ------·· lljg~W,@[ES 10179 HUENNEKENSST. P L A N N I N G SAN Dli:GO, 0. 92.121 ENG!NEERING PH{!l~0}5S6··'.;l(JO ,.StlRVEVINl, FX{~CJ!)~~Ul4"4 !..,,,.-•-. --... --·-------~-~ - ci.=1\.Je.ef!.. .::>F \JOf'I(. Mo DF O"I/Ur/04 F4 ,so-e,u IL 10 f\J ~f'-"'Oe.:::> c\JL. "{ BEGIN LANE DROP N/0 JACKSPAR OR.. 1000' MERGE TAPER 1000· 1000· C18 I 5 CITY OF CARLSBAD ~ 1-----1----+-----------------ll----+--+---.J-----l ENGINEERING DEPARTMENT l--------------------l----+----4----1------1 CANNON RD. AND COLLEGE BL VD. DOMESTIC AND RECYCLED WATER TRANSMISSION MAINS CANNON RD. AND EL CAMINO REAL -···· PHASE II APPROVfJ) WILLIA~PLUMMER ' l------1f---+------------l--+--.t.---+---l -~& .. .-Z:: -3 ,/9-4.J DEPUTY CITY ENGIEERPE213176 EXP. 3/31/06 DATE oq/tAto. iU.M ;,\ NEN ENO/NEER Or I/It?& ,41/j} .4S:&J/LT DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL C!TY APPROVAL OWN BY: FL CHKD BY: D.K. RVWD BY: D.K. PROJECT NO. 3887-/3892 DRAWING NO 404-7 ' . . l 062303 J (.,,) U1 S?. (.,,) U1