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HomeMy WebLinkAboutDWG 414-3; 38401; WOODSTOCK SEWER PIPELINE EXTENSION; 01-03CONSTRUCTION PLANS FOR PROJECT VICINITY WOODSTOCK SEWER PIPELINE EXTENSION NO SCALE VICINITY MAP NO SCALE SITE LOCATION MAP SHEET INDEX DESCRIPTION SHEET NO. TITLE SHEET, LOCATION MAP, NOTES SEWER PIPELINE PLAN AND PROFILE DUA/LS AND SECTIONS SOURCE OF TOPOGRAPHY I 2 J TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY RIGHT OF WAY ENGINEERING, INC. ON JULY 9, 2003. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 208-101-04. (CONTRACT NO. 38401) CITY OF CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A 11 BUD" LEWIS -MAYOR ANN J. KULCHIN -MAYOR PRO TEM NORINE SIGAFOSSE -COUNCIL MEMBER MATT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER RAYMOND PATCHETT CITY MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR GLENN PRUIM DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING BENCHMARK DESCRIPTION: STANDARD M-10 WELL MONUMENT LOCATION: ENGINEERS STATION 454+92 PER RS 1800-1 RECORDEO: COUNTY BENCH LEVELS ELEVATION. 68.479. DATUM: NGVD 1929. SEPTEMBER 2003 Li,_ REVISED NOTES, UPDATED CITY COUNCIL 1----+----+- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE THE IMPROVFMENT WORK SHAU. BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 6. THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 1, CHAPTER 5 AND VOLUME 3 STANDARD DRAWINGS. SEWER NOTES 1. SEWER PIPE REACH 1. POLYVINYL CHLORIDE (PVC) PLASTIC PIPE SORJ5 PER GREEN BOOK 207-17 REACH 2: HIGH DENSITY POLYETHYLENE PIPE (HOPE) WITH SMOOTH INTERIOR ANO EXTERIOR DR-21 PER ASTM F-714 GREY COLOR. JOINTS SHALL BE MADE BY HEAT FUSION PER ASTM D2657. INTERNAL BEAD SHALL BE REMOVED. 2. THE CITY SHALL PROVIDE CONSTRUCT/ON STAKING FOR THE PIPELINE. 3. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE CITY, ALL LINES SHALL BE FLUSHED CLEAN USING "WAYNE BALL" METHOD AND MANDREL TESTED. 4. BEFORE ANY CONNECTION TO THE EXISTING SEWER SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. 5. CONTRACTORS ACCESS AND PARKING IS RESTRICTED, SEE SECTION 7-10.1 IN SPECIF/CATIONS. UTILITY NOTES 1. LOCATION OF EXISTING UNDERGROUND UTIL/71ES SHALL BE CONSIDERED APPROXIMATE. EXISTING UNDERGROUND UTILITIES MAY BE IN LOCATIONS DIFFERENT FROM THAT WHICH ARE SHOWN ON THE PLANS, AND UNKNOWN UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THE PLANS. REFER TO GREEN BOOK SPEC. SECTION 5-1, UTILITIES, LOCATION. 2. LOCATE, FIELD VERIFY AND PROTECT EXISTING UTILITIES PRIOR TO DO/NC WORK THAT MAY DAMAGE UTILITIES AND INTERFERE WITH THEIR SERVICE. NO UTILITIES SHALL BE TAKEN OUT WITHOUT PRIOR APPROVAL BY THE CMWD. J. BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING EACH OF THE FOLLOWING LISTED COMPANIES CARLSBAD MUNICIPAL WATER DISTRICT (760) 438-2722 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760) 434-2980 SDG&E (GAS) (BOO) 227-2600 SDG&E (ELECTRIC) (800) 227-2600 PACIFIC B[LL (BOO) 892-0123 AD£LPH/A GABL[ COMMUN/CATIONS (760) 438-7741 COX COMMUN/CATIONS (760) 806-9809 UNDERGROUND SERVICE ALERT (BOO) 422-41JJ SOUTHERN CALIFORNIA GAS COMPANY (J10) 578-2630 MCI TELECOMMUNICATIONS CORPORATION (972) 498-6041 NORTH COUNTY TRANSIT DISTRICT (760) 966-6504 COORDINATION WITH EXISTING UTILITIES THE CONIRACTOR SHALL PREPARE AND SUBMIT TO THE CARLSBAD MUNICIPAL WATER DISTRICT A CONSTRUCTION SCHEDULE WHICH DELINEATES TIMES AND PROCEDURES PERTINENT TO THE SHUT-DOWN, CONNECTION TO AND ABANDONMENT OF EXISTING SEWERS AND WOODSTOCK LIFT STATION. EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON RECORD DATA PROVIDED BY THE CMWD. THE LOCATIONS OF SAID UTILITIES AS SHOWN HAVE NOT BEEN VERIFIED IN THE FIELD BY FIELD MARK-OUT OR POTHOLING. DATE INITIAL OTHER APPROVAL 1.2-IC, •(}"'/ i,JGP DATE INITIAL CITY APPROVAL CT] CITY OF CARLSBAD ENGINEERING DEPARTMENT 3 SHEETS WOODSTOCK SEWER PIPELINE EXTENSION TITLE, LOCATION MAP AND NOTES A~ z ~ 'MLLIAM E. PLUMMER I /4 . ---/.2,-//...N/ PE 2~ J-31-06PtHY i1i'Y'E'NGINEER DATE ·1 D¼N BY: EK PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: 38401 414-3 - 0 =e G) ~------------------------------~-------------------------------------------------------------------------------------------------------------------------------------------- I ; -........ ! ----.J °' 0 • LEGEND EXISTING FEATURES HOSE BIB GATE POST GUARD POST 0--TREE ~--EUCALYPTUS EUC --YUCCA e -BUSH i1 ' .... ~ .. • .. .. ' ' ' • --• . g -j. "' 1 _____ _j l ltl .-. I!? I i '·+' FFcc,304. 75 I ~ • I -. . . .. .. I . . . ·-! • • I ! I ., - y 2.0% < 1"=20' • r I CALAVERA HILLS VILLAGE C (THE CAPE) FF=.303.55 11------- : \ ' ' i \ \ ' i l CONTRACTOR i SHALL ABANDON i EXISTING WOODSTOCK l • LIFT STATION ffi \ PER SECTION ' i i l ...J (/) ~ ~ w LL EXISTING 8" '-1 2 S=0.004 P SEWER VERTICAL CURVE "' §;? ~ IXl "' ~ Pl 0, ~ oi -~ ll) ~ ...: -j. -j. ~ ., ., II • II ;:': ::,: ;:': ::,: (/) ~ Rf:ACH 2 8" HDPE DR 21 POTENTIAL FOR ROCK EXCA TION XISTING GROUND SURFACE AT q_ PIPE If _,..-.,-6' WRO H IRON FE C ~-'----- "-:.I---. ---- ---------------V -..__ ,-··----i:-i r-...---' ~-.1,,, -+--- / (~. I i FF=298.45 L________ ._ "· J f >-- '-:.~ ll RJ--r--l.f--- "' Y....--__ -~~ __.J j "'-+~~!ctc-:c.--=c--:c";_~---~-=-Q 1 r _ ,.__ ---------":·-----+.. Rf:ACH 1 INSTALLE:D BY om£ S 8" PVC SOR .35 £XIS NG 6' WROUGHT IRON FENCE BOL D TO METAL POST RIM f:L. 302. 0 EXISTING 8" Pvt' SE!+£ ...J (/) 2 -~ w u.. - t. __ JOO-\, I STA 1 +00 ·-1 BEGIN REACH 1, 8 SEWER ·--K7\ ~--7 EXTENSION MODIFY EXISTING \___;l___ -¼, MANHOLE BASE TO INTERCEPT -•. _ . FLOW PER S-1 1 ---------- ! -. -;---...__ I l--~1-.r--. I I N01E: PROPOSED IWROWMENlS !Hl'M\11 ARE BASIE ON DRAIMNG FIL.lS PROVIDED BY HUNSAKER Ir: ASSOCIA'TES. INFORMA110H DEftl'te FROM 1HESE DRAWINGS IS SUB.£CT TO CHANGE. CALAVERA HILLS VILLAGEY SDP 01--05 PIPELINE DA TA TABLE BEARING/ll RADIUS LENGTT-1 TANGENT REMARKS @ N77"25'oo·w --86.72' --8" PVC ® N2'36"00"W --148' --8" PVC ~-30 z ;s. 1 ;s. 7 (/) ~ 00--~---t-----© 8"33'51" 200' 29.89' 14.98' 8" PVC 0 I-~ w ...J w "' OJ ., ., ., o!i ll) c:i 0, ., 0, ~ "' g -j. ~ ") II • ff ;! ::,: ;:': ::,: (/) ~ (/) ~ PVT STA N=8+10.25 PVT ELEV TION=J05. 77 200' VERTICAL C p p VE STATION=6+70.0D ELEVA TION=290.24 S=0.004 E TO PVC PER OCTAIL ON SHEET 3 s-0.004 S=0.004 0 I-~ w _j w 9 00 8 00 7 00 6 00 5 00 4+00 3 00 2 00 1 00 SEWER ANO GRADING NOTES PROFILE FURNISH AND INSTALL 8" PVC (SDR35) AND MANHOLES PER CARLSBAD STANDARD ORA WINGS AND SPECIF/CATIONS (INSTALLED BY On-lERS). FURNISH AND INSTALL 8"HDPE (DR 21) /PS GREY COLOR, PER SPECIF/CATIONS, SECTION 15068. REMOVE BEAD FROM PIPE INTERIOR. '3' REMOVE AND REPLACE INTERFERING PORTIONS OF EXISTING PR/VA TE CHAINLINK FENCE. SOD, \'::!J LANDSCAPING, AND SPRINKLER /RR/GA TION SYSTEM FROM STA. 3+71.26 TO STA. 8+46. (jJ CONSTRUCT SITE IMPROVEMENTS AT WOODSTOCK LIFT STATION PER DETAIL ON SHEET J. AN EARTHEN BENCH MAY BE CONSTRUCTED TO INSTALL HDPE IN REACH 2. UPON COMPLETION OF TT-IE PIPE INSTALLATION AND TRE:NCH BACKFILL TT-IE BENCH SHALL BE REM0'-1£0 AND THE SLOPE SHALL BE RETURNED TO EXISTING CONDITIONS. ALL EXISTING TREES OR BUSHES WHICH ARE REMOVEJ) FROM STA. 4+00 TO STA. 8+20 SHALL BE REPLACED Win-I 24" BOX TREES AND 15 SCALE: HORIZ 1"=40' VERT 1"=20' GALLON BUSHES, RESPECTIVELY. ALL TREES AND BUSHES SHALL BE PLAN1FD OUTSIDE AND DOWN HILL OF TT-IE Sf:WE'R EASEMENT. CONTRACTOR SHALL SUBMIT FOR APPROVAL TT-IE TYPE OF REPLACEMENT TREES AND BUSHES TO BE PLANTED TO TT-IE CAPE HOA BOARD OF DIRECTORS PRIOR TO PLANTING. PLACE ENVIRONMENTAL FENCING ON DOWNHILL SIDE OF CONSTRUCTION AREA ALONG SLOPE DURING CONSTRUCTION. THE EXISTING FILL SLOPE FROM STATION J+71 TO STATION 8+59 MAY INCLUDE LARGE ROCK UNSUITABLE FOR TRENCH BACKFILL. REMOVAL OF LARGE ROCK AND THE BACKFILLING OF VOIDS LEFT BY SUCH REMOVAL SHALL Be AT THE EXPENSE OF TH£ CONTRACTOR AND NO DIRECT PAYMENT FOR TT-IE COST OF SUCH WORK WILL BE MADE. STANDARD M-10 WELL MONUMENT Description: __ _ CENTERLINE OF EL CAMINO REAL --------- ,-. ENGINEERS STATION 454+92 PER RS 1800-1 Loco.ion -----.. -•. ....... _____ __ __ ---·--------••.-----•-•--·---·---·--· .. ·· _, ____ _ Recocd Fcomc_C0UNTY BENCH LEVELS_ Flev __ 68.479 _FEET Datum_NGVD 1929_ Lh REVISED NOTES ,f, ADDED NOTES DAT£ IHITIAL ENGINEER OF WORX REVISION DESCRIPTION @ N9 7"21'.36"W - -195' --8" HDPE © ® @ /,2·/C,-b,f w. -------1------ DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 68"30'42" 100· 211.87' 117.09' 8" HOPE: N21"29'18" - -55.11 - -8" HOPE 35·43•31" 200' 124.7' 64.45' 8" HDPE I S2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT 3 SHEETS WOODSTOCK SEWER PIPELINE EXTENSION SEWER PIPELINE PLAN AND PROFILE WILLIAM E. PLUMMER PE 28176 EXP, 3--31--66 DEPUTY CITY ENGINEER DWN BY, CHKD BY, RVWD BY, EK PROJECT NO. 38401 12.~ JG-a./ DATE DRAll'NG NO. 414-3 ...., 0 - 318" CRUSHED ROCK PER "GREEN BOOK" -7 t I I;: HOPE w 0 I u z w HDPE I" HOPE PIPE BEDDING NTS COMPACTED BACKFILL IN TRENCH ONCRETE WALL ---NON-SHRINK GROUT IN ANNULAR SPACE MODULAR SEAL W/316 SS PARTS, LINK SEAL OR EQUAL CORE DRILL OPENING IN EXISTING WETWELL CONNECTION OF HOPE TO CONCRETE WETWELL NTS RETAINING GLAND STAINLESS STEEL REINFORCING COLLAR PVC PIPE STANDARD MJ GASKET GLAND RING HOPE DR 21 BUTT FUSION END FORIPS HOPE BELL MJ ADAPTER WITH KIT, RETAINING GLAND AND TAANSITION GASKET INDEPENDENT PIPE PRODUCTS OR EQ HOPE CONNECTION TO PVC NTS H: \Design Dlvlslan\ColavttroHll/s Sewer\colavttra hi/ls topo.dwg Q,; :1 <.:J ' ~/ ., I ,;' 1\ " II CONTRACTOR SHALL DISMANTLE EXISTING WOODSTOCK LIFT STATION PER SECTION (A.', \,sJ _,/ " /I / ;} t1 ' ,s, /l-''-' r I . : ,'. !"4--1--,L.../-----+-NEW 8" HDPE SEWER "'C-~o,, •••• . • .. ~.. Si-<S::::-/::-.~C,};•~;.;JF-tfiftf; -~.J-;-~~t;;:f~~~::::::.:::_: 7"~=+:;r,;::::~} {i(~<z PLACE COMPACTED UNCLASSIFIED FILL TO LIMITS SHOWN CLOSE CORP STOP AT IN SHADED AREA WATER PIPE AND CUT EXISTING COPPER WATER SERVICE. f PATCH ASPHALT WITH HOTMIX Ar/, SEE SECTION 302-11.2 IN SPECS.,:" )lt:::::'_':~~4::::•:•: j['.flff,l-;'._/_-1-L-REMOVE AND REPLACE NOTE '! , . ./ REMOVE EXISTING "CUT "---, CURB" AND GUTTER AT DRIVEWAY. ~ ~~~CT NEW ~~~~~UTTER PER SDRS G-2 -REMOVE EXISTING CONCRETE DRIVEWAY REMOVE 4 EXISTING TREES AND THEIR ROOTS PROTECT EXISTING WOOD FENCE IN PLACE ________ _, RAISE MANHOLE FRAME AND COVER TO FINISH GRADE USING GRADE RINGS REMOVE POWER TRANSFORMER AND METER NOTIFY SDG&E ____ __, 1. INSTALL TEMPORARY CHAINLINK SECURITY FENCE AROUND SITE OF WOODSTOCK LIFT STATION AND THE ADJACENT 2-SPACE PARKING AREA DURING CONSTRUCTION. CONTRACTOR'S VEHICLES AND EQUIPMENT ARE RESTRICTED TO TEMPORARY FENCE AREA. SEE SPECS SECTION 7-10.1 TRAFFIC AND ACCESS. ·••• .. :( {I .. ff::: ::ttf•:• ·:::::: lfVI.NSf'DR."1ffi." ·::: :% ~I?•~.-; - - - - - - - ---- - LIFT STATION SITE IMPROVEMENTS Ii ,-:;;. OJ ~ /2 OJ C) 0 £ /~ INST ALL RAINBIRD 1800 SERIES POP UP CONNECT TO EXIST. PVC PIPE OR EQUIVALENT, TYP., SEE DETAIL (1 LOCATION)-.-- INSTALL RAINBIRD PGP-ADV SERIES POP UP OR EQUIVALENT, TYP. (5 LOCATIONS) INSTALL 314" PVC SCH. 40 PIPE, TYP. I EXISTING JtlljlGATION ~fROLVALVE PARKING AREA "' "' "' . ., "' "' "' .. EXISTING SPRINKLER HEAD .. .. "' .. "' "' "' " "' "' "' "' "' "' .. "' "' "' "' .. "' SCALE 1 "= 1 01-0 11 PROTECT EXISTING WOOD FENCE f IN PLACE ·•o :·;_:.,, EXISTING ,("" SPRIN<LER HEAD ,,, .. TO CONTROL "' .. "' .. .. .. .. "' .. .. .. "' .. "' .. .. "' ., ., .. ., "' ., "' .. .. .. .. .. .. .. "' .. .. "' "' "' "' .. .. .. "' .. "' "' "' "' .. "' "' .. .. .. "' .. .. .. .. "' "' "' .. .. "' .. .. .. .. "' .. .. .. .. .. .. .. .. "' .. "' .. .. .. .. .. .. .. .. .. AS SHOWN ON PLAN ---- APPLY HYDROSEED MIX TO "SHADED AREA"--~ .. .. .. NOTES EXISTING CHAINLINK GATE REMOVE INTERFERING PORTION OF EXISTING CHAINLINK FENCE AND INSTALL NEW 3'-6" CHAINLINK FENCE REMOVE 4 EXISTING CITRUS TREES 12~ EUC I CURB PVC SCH. 40 NIPPLE (LENGTH AS REQUIRED) SWING JOINT ---' NOTES 1/2"ABOVE _[ FINISHED GRADE PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) 1_ AllfittingsshallbeP.V.C.Sch.40. 2. Teflon tape, 3/4~ wide, shall be used on aff threaded connections . 3. Short nipples shall not be used. POP-UP SPRAY SPRINKLER y• '" "' ~. ' " ,. '°a NOTOR CCNTROL 1'tffl~I 11.fl#FDICffJ JII.AIT'8 IIICl.OIUII i IUIIU/l nrrM 11111 AIEA IIJ)fl TD At8 INITAUE/l MU41 S!Al 'ill TIIIIU CONNECTloNI TO WiT WtLJ., GA■ TJG/IT. ,---------., t:nJ!A., ·.-,: ,. IIIIIIHII URE~ .. .. . ' ,..., ,,,.-Q ·/· ~ 'A1Sut✓<; I' 1611.IIIMT Ulfl6 • ill e1, \ ... I' I/Jl1/MI II/Ii. I Ill~ ---+--+~~ All lfU. -~-----+=i~ ti• MAIIII.OLE FRAME t CWII 14111: /IOJ.14 AUUIIO "ill Ttl jf > •FILUQ WI A#Pffl[O /ION· '1111/Nt iJIJOJJT. • ¢'!'11N. .. · ..... . .--.b.· .. · ... ~- =--~-'-t•~.:.....;..;.:.;,.~:-:u...--.-~-'=------1·· .. •-·: .. ~~'.· .. 411 A!'IOVE t;ROi!iVD L~[_ C lRiCAL GJl',il!{JITS ANG 11'/N/NG' "::}fALL BE RENOVED ttVCf_i_l[;lf,C AREA LICHT PJU::. qff\./01~.:-EX/ET/NG PUHPS. [."/CLOSURE, C0/1/:RC!L~, /.ND f'.lf'/N{J. SEE 1110/E BEWl'I . cor,Slf'UCT ~lfW CONCRU[ CHANNE J/Qff, A,t llli$611RE If Pf IN Wfl WELL:$ OUCTILE IIIOJI "IJPI. NFW fl' f-'iJFF ,:,J,VCRFTE BASF AND ':.1/ANNEL ,:1..EAN BOTTO!-.' :Jr WU U-EL~ 4ND Pi..).Cf CLEtJ,r; St.ND SAE 30 TC f/0/ ION Of--Nl:W ~-ONC~i:. I l Cfil'NNl.L ._._, · ... -_ ;.\~~;tf t·~:Nt~ t~f q;;:;~{ ){ti ::.)t:.-}· EXISTING WOODSTOCK LIFT STATION SECTION A NTS NOTE CONTRACTOR SHALL REMOVE ALL ITEMS NOTED IN SECTION A AT THE UFTSTATION, AND THESE ITEMS SH/ILL BE DISPOSED OF BY CONTR/iCTOR Ii T /IN /iCCEPT/iBLE LANDFILL. T/IC (OLLOW!NG ITEMS SI/ALL BC SALVAGCD AND DCLIVCRCD TO 5950 EL CAMINO RCAL.· I. Both pumps, (Not the casing pipe) 2. Motor Contml cabinet & all electrical components inside enclosure. 3. Bubbler Control cabinet & all components inside enclosure. 4. Micro! el col! box. 5. 3 way discharge valve. 6. Both check valves I sjET I CITY OF CARLSBAD ENGINEERING DEPARTMENT 3 SHEETS 1. A SPRINKLER SYSTEM SHALL BE INSTALLED TO IRRIGATE NEW HYDROSEED LAWN. Li'. REVISED NOTES. ADDED IRRIGATION SYSTEM l2-/6-J4 WOODSTOCK SEWER PIPELINE EXTENSION DETAILS AND SECTIONS CONNECT NEW SPRINKLER SYSTEM TO EXISTING IRRIGATION SYSTEM FOR WATER SUPPLY. 2. ADJUST SPRINKLERS SO NO WATER SPRAY OCCURS OVER THE PARKING AREA. STREET, OR ADJACENT LOTS. IRRIGATION SYSTEM AND HYDROSEED AREA PLAN SCALE 111 = 101-0 11 DATE INITIAL DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED ~ WILLJA~ E. PLU~MER -?t/4-P'~ e' trn._.., /2. -Ko·Q,f ~P~E~2"B,._1 ,_.76,__--"-EX.,.P~, ~3,c~"". ""1-c,0""6'-----"'='P:_uUTY Cl TY"tNGINEER DA TE Dl'IN BY, CHKD BY, RVWD BY: EK PROJECT NO. 38401 DRAV.,NG NO. 414-3