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Home My WebLink AboutDWG 462-4; 5503-2; NORMANDY LANE SEWER REPLACEMENT; 01-02DI LOCATION MAP NTS RT r• DIAi. TOI.L FREE 811 AT LEAST 1'M) DAYS IIEFOREl'OODKI UNOERGROUNll SERVICE AI.ERT OF SOVllERN CAI.IFORNlA CONSTRUCTION PLANS FOR NORMANDY LANE SEWER REPLACEMENT CONTRACT NO. 5503-2 CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -COUNCIL MEMBER MA TT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER LISA HILDABRAND CITY MANAGER FEBRUARY 2010 "AS BU IL T" P~,Z:(&a ,9-3()-ltJ P.E. ~dt74i EXP 2-3/-/2--DATE REVIEWED I BY: PACIFIC OCEAN ~~ 'P. 1! . CITY OF VISTA r,./~ I ~ ~-~ ,-..,_;,,-ITY Of ,~"\4 AN MARCOS CITY OF ENCINITAS VICINITY MAP NTS INDEX OF SHEETS nTL£ SHEET PLAN AND PROFILE NOT TO SCAI.£ fsBrril CITY OF CARLSBAD I SHEETS I 1....--.j_~I-------------+--+--+--+-----; ~ ENGINEERING DEPARTMENT 2 1--+----ji-------------+-+--t---t------1 NORMANDY LANE SEWER REPLACEMENT TITLE SHEET DI RT DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT DF SOUTI➔ERN CALIFORNIA 60 :,.. § 0:, ~ --bi + 40f--------+--------'4_8_U_~· --+ COV£/t 30~----------1--------------1--------+---------------------~------------l-------t-------t----i~ 20~-------------------------~------~h~.•------------_:._j:-----------------------+--------------------------+-----------+~------------+--------=--t------LL....il.."'----t ··~· ct 8~ 101-·-----------+---~.-""i,l;I+ <.:T,__.-. ------+------------+------------+ ~:,; ~~ ~ ;-c:gJ " .....-o " "'<t-~x (0 LEGEND DESCRIPTION TREE EXISTING WATER VALVE EXISTING WATER PIPELINE EXISTING WATER METER BOX EXISTING SEWER PIPELINE EXISTING SEWER MANHOLE EXISTING SEWER CLEAN-OUT DWGNO. NEW SEWER PIPELINE NEW SEWER MANHOLE CSD S-5; GS-25 CSD S-1; S-2; S-3; S-4 PROPERTY LINE SEWER LATERAL CSD S-7 STREET CENTERLINE CONSTRUCTION NOTES: CD CONSTRUCT NE~H DIA. MANHOLE SYMBOL --W·---- -S-- @ C) ; (/)Q ~ '!j. 1 1:j. "'<t-~ V)uj ~ ci-• .,. C G C DA~Mo:LEv o~b:occ==-o=======Jicii~=±=====1 +~fAbo=o=====~1:'l============c==c2;:':;'+~};3=;:co;=;::o;======· -~2i ·=· =====··=3~;=;1· ';';o~o;======="'=lc .. =====±4~--"'~1-oo PER CES S-J .• ARifCONNECT ADJACENT EXISTING SEWER LATERALS TO MANHOLE. (D CONSTRUCT a· DIAMETER SDR35 PVC PIPE . CD RECONFIGURE EXISTING MANHOLE TO INTERIOR DROP MANHOLE PER MODIFIED CSO S-2 AND REHAB/LITA TE INTERIOR OF MANHOLE WITH EPOXY GOA TING SYSTEM, RLS 405 OR APPROVED EQUAL. ABBREVIATIONS AB AC APWA BC 80 CCES CSD C&G CMWD CR EC EG EL. G EL. MAR MH MIN. OSHA PB PCC PG PRC RCP R/W SDG&E SDRSD SSPWC STD(S) TC AGGREGATE BASE ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOCIA llON BEGINNING OF CURVE BLOW OFF VALVE CITY OF CARLSBAD ENGINEERING STANDARDS CARLSBAD STANDARD DRAWING CURB AND GUTTER CARLSBAD MUNICIPAL WATER DISTRICT CURB RETURN END OF CURVE EXISTING GRADE ELEVATION GASS PIPELINE INVERT MANUAL AIR RELEASE VALVE MANHOLE MINIMUM OCCUPATIONAL SAFETY & HEALTH ADMINISTRA llON PULL BOX PORTLAND CEMENT CONCRETE PROPOSED GRADE POINT OF REVERSE CURVE REINFORCED CONCRETE PIPE RIGHT OF WAY SAN DIEGO GAS AND ELECTRIC SAN DIEGO REGIONAL STANDARD DRAWINGS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARD(S) TOP OF CURB TP TOP OF PIPE I 3: 5 ! I WOOD FENCE r NORMANDY LANE SEWER REPLACEMENT PROFILE SCALE: HORIZ: 1" = 20'; VERT: 1" = 10' AC 0RIV[-1/AY cow SEWER NOTES , ' . 1. MAINTAIN SEWER SERVICE TO EXISTING LATERAL ) l4Til 8Ti1T/()/t 0/A, lfTR,eET ;/00/P,=5$ OIReCTltJ, SERVICE CONNECTIONS IHROUGHOUT THE CONS/RUCTION PHASE. 1 312 7 4 11 2'11/5 "1tJll;f/T,,I/){ //lc/P' PR. .Sb/1111 2. VERIFY LOCATION OF EACH EXISTING SEWER SERVICE CONNECTION BY CCTV INSPECTION 2 Jf/1 ,fP 'NR5AIO(l/l/';Jl#WElt'tJR. /IIJ-fT# AND PROVIDE A COPY OF /HE CCTV REPORT TO /HE ENGINEER. /HE APPROX/MA TE UXA I/ON OF OF /HE EXISTING SEWER LATERAL CONNECTIONS ARE SHOWN ON /HE PLANS. CONTRACTOR SHALL > 4 2180 4" 2601/(1R/Jl4YfJY L/1/fE A/ORT/I I l-_'._+-".:.C::..~--l--'.c-~t-=-=C::..:.:.:.:C:C::.:.C.::.,~,-'-'=-=--.f7""=0-f NO. OELTA/BRG .. Q) N55'32'21 "E SEWER PIPELINE DATA TABLE ~AO/US (FT LENGTH(FT) 273.17 351.14 49.91 REMARKS/MATERIAL 8" PVC, SOR 35 8" PVC, SOR 35 SHALL PROVIDE /HE PRECISE RELOCATION STA I/ON TO /HE ENGINEER FOR EACH RELOCATED LATERAL. CONTRACTOR SHALL PROVIDE V£RIFICA I/ON /HAT EACH EXISTING LATERAL HA$ BEEN CONNECTED TO THE NEW SEWER PIPELINE PRIOR TO ABONOONEMEN T OF /HE EXISTING SEWER PIPELINE. , 5 2154 . (." 223 #IJ,f,#.41¥.0Y Ill/VE St)l/TI{ ·~'-.j,-='-=-'--+~-~~==~~=~-+--c-!, 6 /14'7 {11 221 it'tJR.1!'.4..VtJY t/J/Vt! !00/'/1 3. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 7 /f3d ,/P /JO 1'4Cl/7C 41/~ 50VTR "CITY OF CARLSBAD ENGINEERING STANDARDS, CURRENT EOtnON, VOLUME I-GENERAL DESIGN 8 If ZS 1,u zt4 Alt'/i¾f,4,1/0Y (.41,/E' !VO.RN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINE$ ANO APPURTENANCES ANO VOLUME 3-STANDARD DRAWING$ ANO NOT£$", AND THE 'STANDARD SPECIF/CA I/ON$ FOR PUBLIC WORKS :J /,t()-3 1h 'l/81{0/?MA/fOY t.4NIF 5/!tl//4" CONSTRUCTION, CURRENT EDITION" (GREENBOOK) ~ /0 ,:)/15 4P 202 1'4Ci,FIC 4//e SIJ/)T/1 BENCHMARK DESCRIPTION: PT# 129 "BM-OC 155" AND PT /130 "CLSB-130" LOCATION: PT# 129; 500 FEET NORIH OF COAST HIGHWAY 101 INTERSECT/ON 11171-1 RAil ROAD /RACKS, 14 FEET EAST OF TRACKS. IN BACK OF CARLSBAD WATER FACILITY PT/ 130; MONUMENT JS IN J}{E NORIHEAST CORNER OF GRAND AVE. ANO WASHINGTON ST. 52 FT. WEST OF RAIL ROAD TRACKS, 4.5 FT. EAST OF THE EASTERLY CURB ii (}f 7~ 4µ Jt/2'1 GA!?r/ctf) 6T. /V'IJRT/1 - "t:tJ.N<UOCrlC!N t!(f,ff ;lf4}.t,!6£M6NT £,f#C/7C,!;5 (,!//!i'l''.7} ,-,' ID BMP NAMc ES-1 SCHEDULING ES 2 PRESERVATION OF EXISTING VEGETA noN SC-6 GRAVEL BAG BERM SC 7 STREET SWEEPING AND VACUUMING SC-10 STORM DRAIN INLET PROTECTION 5£-1 SILT F£NCf NS-6 "AS BUILT" . -~ ~~#tffl-9-,3(),f() P.E. zgnc, EXP. '3-}/-/0 DATE '1-29-1~ INSPtCTOR '-..__ '\ DATE CD LOCATE AND CONNECT EXISTING SEWlcR LATERAL$ TO NEW PIPELINE PER CSO S-7, TYP. ® All TRENCH WORK SHALL BE REPAIRED PER CSD GS-25 DEMOLITION NOTES: [iJ REMOVE UPPER 12-/NCHES OF EXIST/NG SEWER CLEANOUT AND PLUG END OF ABANDONED MAIN 111711 CEMENT MORTAR. ,-,J ABANDON IN PLACE 4• EXISTING SEWER. PLUG ABANDONED L=.J PIPELINE 111711 CEMENT MORTAR AT EACH OF J}{E LATERAL CONNECT/ON POINTS 1,7 REMOVE UPPER 12-INCHES OF CLEAN our AND PLUG L':'J EXISTING 4• VCP 111711 CEMENT MORTAR. GENERAL NOTES 1. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO /HE PROJECT SITE AT ALL TIMES DURING CONS/RUCTION. 4. ALL OPERATIONS CONDUCTED ON /HE $/TE OR ADJACENT /HERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA I/ON OF TRUCKS, EARIHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO /HE PERIOD BETWEEN 7: DO A.M. AND SUNSET EACH DAY, MONDAY IHRU FRIDAY AND NO EARIHMOV/NG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT /HE ENGINEERING DEPAR™ENT COUNTER.) 5. ALL OFF-SITE HAUL ROUT£$ SHALL BE SUBMITTED BY /HE CON/RACTOR TO TH£ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT S1R£ETS AS A RESULT OF /HE GRADING OPERATION. 6. /HE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON 1HE CONS/RUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENnON IS CALLED TO THE POSSIBLE EXISTENCE OF QIHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM /HAT SHOWN ON /HE PLANS. /HE CON/RACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLAN$ AND ANY OTHER EXISTING FACILITIES OR S/RUCTURES NOT SHOWN. 7. /HE CONTRACTOR SHALL VERIFY THE LOCA noN OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN /HE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF /HE CONS/RUCTION PLANS IF IT IS FOUND /HAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 8. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIE$ (SEE BELOW} AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK W/1H A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E AT&T TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) • AS APPROPRIATE (800)422-4133 (800)660-7 343 (619)574-2816 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 OF WASHINGTON ST. AND 40 FT. NORTH OF THE CENTER OF GRAND A VE. IWCIT CONNECTION/ILLEGAL DISCHARGE DETECTION AND REPORTING NS-7 POTABL[ WA 7ER/!RRIGA TION ~ CITY OF CARLSBAD I SHEETS I l---l---+----------------1---f---t---+---i L_L_j ENGINEERING DEPARTMENT 2 ---11----+--t---+---t RECORDED: ROS 17271 ELEVA I/ON: PT# 129 20.040 PT/ 130 40.910 BASIS OF BEARINGS BASIS OF BEARINGS ANO COORO/NA TES ARE BASED ON NAO 83 (1991,.35 EPOCH) FROM CARLSBAD CONROL RECORD OF SURVEY 17271 UTILIZING POINTS BM-OC 155 AND CLSB-130 NS-8 NGVD29 NS-9 NS-10 'IN I 'IN-2 'IN-4 'IN 5 Yn,/-9 VEHICLE AND EQUIPMEN r CL[ANING VEHICLE AND EQUIPMEN r FUELING VEHICLE AND EQUIPMENT MAIN TEN ANGE MATERIAL DEUVERY AND STORAGE MATERIAL USE SPILL PRfVENTION AND CON1ROL SOLID WASTE MANAGEMENT SANITARY/SEPTIC WASTE MANAGEMENT /HE PROJECT IS A TIER 1 CONSTRUCT/ON SWPPP LEVEL PER /HE CITY OF CARLSBAD'S PROJECT J}{REAT ASSESSMENT. /HE CONIRACTOR SHALL COMPLY WIIH /HE CITY'S LA TEST CONS/RUCTION SWPPP STANDARDS ANO REQUIREMENTS. NORMANDY LANE SEWER REPLACEMENT PLAN AND PROFILE AZ2¥ ~LL~;,.z;.,,, ~. -,14_ DEPUTY CITY ENGINEER PE 28176 EXPIRES3 31 10 ~ DA TE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: M PROJECT NO. I DRAWING NO. ~~g ~~: MB 5503-2 . 462-4