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HomeMy WebLinkAboutDWG 405-8B; 3887-B; BRESSI RANCH RECYCLED WATER TRANS MAIN; 01-15VERSIDE CONSTRUCTION PLANS FOR THE 0 U N T Y Rainbow CAMP PENDLETON ofallbrook (U • S • M • C .) P lo BRESSI RANCH j San Oceansi Carlsb d Bons Valley Center RECYCLED WATER TRANSMISSION MAIN PROJECT ~cadio LOCATION Encinitas Cardiff Solano Beach Del Mar La Jolla Mission Beach Ocean Beach Cor o Olivenhain 0Roncho Santo Fe ESCONDIDO '--0..:San Pasqual OPoway i-.r)h\~~ @rlantee L@~ , , Alpine OEI Cajon L--n1---i:.1'0 La Mesa o Spring, alley Lemon Jamul --,,....,0c,, IEGO Grove ,._, \ 0 Na~onal City Chula Visto Imperial Beach sJn Ysidro E )( VICINllY MAP EC> 8CI-EOLU: A ',IIRWPfE KEY MAP 1 • = 800' @ -SHEET NUMBER NTS I I I C 0 ',II RWPfE I I @ I CONTRACT No. 38871 <SWRCB PROJECT No. C·06·3903·210J CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS -PRESIDENT RAMONA FINNILA -VICE PRESIDENT ANN J. KULCHIN -DIRECTOR MATT HALL -DIRECTOR MARK PACKARD -DIRECTOR RAYMOND PATCHETT EXECUTIVE MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR GLENN PRUIM CITY ENGINEER pOINSETAA WE . I WILLIAM E. PLUMMER DEPUTY CITY ENGINEER I ENGINEER OF WORK . APRIL 2003 . I C #d.s ex~ u./~tLor '1/30/03 N TA P. -~I R.C.E. 57669 ' DAfE Under d VALLECITOS WATER DISTRICT "AS BUILT" RS 1-<>e; BOYLE ~ o) ~Alert CONTRACTOR SHAli NOTIFY ~r:~---.s--22-01 '► P. ~ I J ,_ 0 UNDERGROUND SERVICE ALERT ' ..... "~~ of Southern Californig A MINIMUM Of 4S HOURS RCF2~nt; EXP 3-3(;--/C:, IB1ISK1IIIIIEFIIF10 COFFOFIFITJOf1 ~ No. 576GI -r~ .. Call: TOLL FREE PRIOR TO BEGINNING ANY . . . DATE • c.-12 31='11 1,. CONSTRUCTION WORK. SE£ --0 ~>- --~---~ - ~ kf cr::R·' \ .<t. ~ ~ )\ I~ /:.c11 G-~ __ J:~ LOCATION MAP NTS SHEET INDEX 1 Tlll.E SHEET 2 GENERAL NOTES J STA 10+00 to 20+00 -GATDIAY ROAD 4 STA 20+00 to JO+OO -GATDIAY ROAD 5 STA 30+00 to 40+00 -GATDIAY ROAD 6 STA 40+00 to 50+00 -GATDIAY ROAD 7 STA 50+00 to 52+99.86 -GATDIAY ROAD / STA 52+99.86 to 59+50 EL FUERTE STREET 8 STA 59+50 to 70+00 -EL FUERTE STREET 9 STA 70+00 to 80+00 EL FUERTE STREET 10 STA 80+00 to 90+00 EL FUERTE STREET 11 STA 90+00 to 95+35.88 -EL FUERTE STREET / STA 95+35.88 to 100+00 POINSETTIA !J\NE 12 STA 100+00 to 109+93.81-POINSETTIA LANE 13 DETAILS 14 DETAILS 15 CATHODIC PROTECTION DETAILS I SH~ET I CITY OF CARLSBAD I ENGINEERING DEPARTMENT . I , , BRESSI RANCH ~ 5 I RECYCLED WATER TRANSMISSION MAIN TITLE SHEET 72d-.A.. t; ~ .,.. WILLIAM E. ~~,;!~,,, PE 26176 EXP: J-:,1-06 DEPUTY CITY ENGINEER DATE ,fr 7807 CONVOY COURT, SUITE 200 ~c,v~ GENERAL NOTES FOR Lf,,d ~IEWED BY: II\ ,tJ,3 f3UllT 8-FURTHER !~FORMATION. r--2.-<>-f DWN BY: / II)(• I I m/i1~'6 PROJECT NO. DRAWING NO. SAN DIEGO, CA 92111 J,,: an l'.J.L ...,._a, 1-soo-2n-2600 M)IRECTOR OF ENGINEERING & DPERATIONS DATE <. DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ,!MC (B58)26B-8080 REVISION DESCRIPTION 3887-B 405-8B . ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: t-JEK APPROVED FOR CONSTRUCTION INSPECTOR . TE DWG: H:\CI 7\250-EI Camino Real\ACAD\RW Transmission Moin\Finol Plans\Bressl Ranch\shl 01.dwg USER: mrocco . ' I I ! l f i I i ., l l l l ! l I I I i i l ' 1 .f J I f ! ' , { ., i l l j I j ' ' ' . 1· I ,, I ' ' ' i' I I I ' i : I GENERAL NOTES: 1. ALL RECLAIMED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) IJITEST EDITION, AND THE "CARLSBAD RECLAMATION RULES AND REGUIJITIONS FOR THE CONSTRUCTION Of RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED. REFER TO THE PROJECT GENERAL PROVISIONS FOR PRECENDENCE OF DOCUMENTS. 2. THIS PlAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET Of PLANS. 3. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. CMWD RECYCLED WATER NOTES: 1. OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS SOF THE STATE CONSTRUCTION SAFETY ORDERS. 2. BEFORE ANY CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT Of WAY PERMIT SHALL BE REQUIRED. 3. t-lOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, (TELEPHONE NO 760-438-3891 ). LEGEND CITY Of CARLSBAD RIGHT-OF-WAY ROAD CENTERLINE EXIST CURB & GUTTER EXIST WATER LINE EXIST WATER VALVE ----IY---- 4. A RIGHT-Of-WAY PERMIT FROt.l THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PREMITTEE'S POLICY IN THE MINIMUM AMOUNT Of $1,000,000.000 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CIJISS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 4. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES, A PERMIT SHALL BE OBTAINED FROM THE CMWD OFFICE AND MUST BE SIGNED AND APROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. EXIST SEWER LINE 5. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. NOTIFY THE CITY OF EXIST SEWER MANHOLE ----0--- CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION (TELEPHONE NO. 760-438-3891) FOR SCHEDULING. EXIST STORM DRAIN 5. NO WORK SHALL BE COMMDJCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROt.l THE CITY AND OTHER APPROPRIATE AGENCIES. 6. ALL BURIED COPPER PIPING AND APPURlENANCES SHALL BE PROlECTED BY MEANS OF CATHODIC PROTECTION PER CMWD STANDARD DETAILS. EXIST GAS LINE ---G(HP) --- 6. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET Of THE PIJINS AND TITI.E SHEET. 7. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CAI.UNG THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 PM ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS OTHERWISE REQUESTED. REQUESTS MADE AFTER 2:00 Pt.I WILL BE SCHEDULED FOR TWO FULL WORK DAYS IJITER. 8. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, IJIWS AND REGUIJITIONS. ABBREVIATIONS: AB ANCHOR BOLT/AGGREGATE BASE A8AN ABANDONED ABC ASPHALT BASE COURSE AC ASPHALTIC CONCRETE ADDL ADDITIONAL AHD AHEAD AL ALUMINUM ALIGN ALIGNMENT ANG ANGLE APPROX APPROXIMATE Ft.I FORCE MAIN FPC FLEXIBLE PIPE COUPLING FPT FEMALE PIPE THREAD FT FEET OR FOOT G GAS GA GAUGE GB GRADE BREAK (N GATE VALVE HORIZ HORIZONTAi.. HP HIGH PRESSURE 9. THE CONTRACTOR SHALL CONFORt.l TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY DJGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROt.l THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN SHALL BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, Tffi_[ 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISlERED ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT SHALL BE SUBMlffiD TO THE INSPECTOR PRIOR TO EXCAVATION. AV AIR RELEASE & VACUUM VALVE ASSEMBLY HV HOSE VALVE 10. IF ANY ARCHEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS SHALL CEASE IMMEDIAlELY, AND THE PERMllEE SHALL NOTIFY THE CITY ENGINEER. OPERATIONS SHALL NOT RESTART UNTIL THE PERMlffiE HAS RECEIVED WRITTEN AUTHORITY FROt.l THE CITY ENGINEER TO DO SO. 11. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERATION Of TRUCKS. EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIAlED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEDJ 7:00 Al.I AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUClED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 12. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAi.. TWO FULL WORKING DAYS PRIOR TO BEGINNING Of WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUT( OR ADJACDJT STREETS AS A RESULT OF THE GRADING OPERATION. 13. NO BLASTING WILL BE PERMlffiD WITHOUT A CITY ENGINEER APPROVED BIJISTING PROGRAM, SEE SPECIFICATION SECTION 02228. ASPH ASSY AVE AVG BC BF BM BO BRG BV BVC CB CCP CF C & G Cl t CL CLR ASPHALT ASSEMBLY AVDJUE AVERAGE BEGINNING OF CURVE BLIND FIJINGE BENCH MARK BLOWOFF BEARING BUffiRFLY VALVE BEGIN VERTICAL CURVE CATCH BASIN CONCRETE CYLINDER PIPE CURB FACE CURB AND GumR CAST IRON CENlERUNE CLASS CLEAR 14. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH Of THE AVAIIJIBLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PIJINS. THE CONTRACTOR IS REQURIED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWl'f Ol'f THE PIJINS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. CMC CEMENT-MORTAR COATED OR COATING CML CEMENT-MORTAR LINED OR LINING CMP CORRUGATED METAL PIPE CMWD CARLSBAD MUNICIPAL WAlER DISTRICT 15. 16. 17. 18. VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTI.Y AHEAD Of THE CONSTRUCTION TO PERMIT THE REVISIONS Of THE CONSTRUCTIOl'f PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. WHERE CONNECTIONS ARE REQUIRED TO EXISTING OR PROPOSED UTILITIES, VERIFY THE LOCATION, ELEVATION, CONFIGURATION, AND MATERJAl OF THE EXISTING UTILITY PRIOR TO CONSTRUCTION. NOTIFY ANY DISCREPENCIES OR CONFLICTS TO THE CITY ENGINEER. COORDINATE WITH THE STEEL PIPE SUPPLIER REGARDING MATERIALS TO BE SUPPLIED. ANY MATERlAI.S NOT PROVIDED BY THE STEEL PIPE SUPPLIER SHALL BE FURNISHED BY THE CONTRACTOR TO PROVIDE A COMPLETE AND OPERABLE SYSTEM Iii ACCORDANCE WITH THE SPECIFICATIONS. NOTIFY AFFEClED UTILITY COMPANIES AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. AGENCY UNDERGROUND SERVICE ALERT SDG&E SDG&E PACIFIC BELL ADELPHIA KINDER MORGAN CITY Of CARLSBAD CITY OF CARLSBAD VALLECITOS WATER DISTRICT UTILITIES ELECTRIC GAS TELEPHONE CABLE TV FULE & OIL LINES STREETS & SD SEWER, WATER, RECLAIMED WATER WATER & SEWER PHONE (BOO) 422-4133 858 636-3955 760 432-5869 760 574-2066 760 438-774-1, EXT 609 714 560-4641 760 434-2980 760 438-3367 760 744-0460 CONC CONCRETE CONST CONSTRUCT OR CONSTRUCTION CONT CONTINUOUS COORD COORDINATE/COORDINATED COP COPPER CPLG COUPLING CTG COATING CTV CABLE TELEVISION DI DROP INLET/DUCTILE IRON DIA DIAMETER DIMJ DUCTILE-IRON MECHANICAL JOINT DIP DUCTILE-IRON PIPE DWG DRAWING DWY DRIVEWAY E EAST EA EACH EC END OF CURVE EL ELEVATION E ELECTRIC EL ELEVATION EVC END VERTICAL CURVE EW EACH WAY EXIST EXISTING FE FIJINGED END FG FINISHED GRADE FH FIRE HYDRANT 19. ALL SURVEY MONUMEl'fTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL IJIND SURVEYORS ACT. F&I FL FLEX FURNISH AND INSTALL FLOW LINE FlEXIBLE 20. TWO (2) SETS OF SURVEY (CUl} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. STANDARD ORA WINGS LIST: PROVIDE FOLLOWING MATERIALS PER CMWD STANDARD DRAWINGS LISTED BELOW 1• MANUAL AIR RELEASE ASSEMBLY W1 2" BLOW-OFF / MANUAL AIR RELEASE ASSEMBLIES W6 I" AND 2" AIR VACUUM VALVE ASSEMBLY W7 4• AND 6" BLOW-OFF ASSEMBLIES W11 VAVLE BOX ASSEMBLY W13 CONCRETE THRUST BLOCKS FOR NON-RESTRAINED JOINTS W15 GATE VALVE INSTALLATION PVC, DIP, STEEL PIPE W16 THRUST BLOCK BEARING AREAS W19 VALVE EXTENSION STEM W23 NO]E: . THE STANDARD DRAWINGS ARE GENERIC AND INTENDED TO SPECIFY MATERIALS, TYPE OF CONNECTION AND GENERAL IJIYOUT. CONTRACTOR SHALL PROVIDE ALL MATERIALS NEEDED TO CONSTRUCT THE ACTUAL DESIGN IJIYOUT SHOWN ON THE PIJ\NS. FLG FIJINGE BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR TH09S SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83, ZONE 5 AND WPS ESTABLISHED BETWEEN STATION No. V-2002 PER R.0.S. 14023 AND STATION No. SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO HORIZONTAL CONTROL BOOK, I.E., N88'54-'05"W. THE COMBINED SCAI..E FACTOR AT STATION V 2002 IS O 999944419 GRID DISTANCE --. - GROUND DISTANCE ~ COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STATION V-2002 IS 0'32'51.881". QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. BD'r'LE ~ w~~~t Ci ..... i Na. 57669 -e El7Gl/766Fll/70 COFIPDFIRT/Dn . * ~12-31-QJ • 7B07 CONVOY COURT, SUITE 200 ~,f;v~ SAN DIEGO, CA 92111 DAlE ID INSIDE DIAMETER IE INVERT ELEVATION MAR MANUAL AIR RELEASE MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MON MONUMENT MPT MALE PIPE THREAD MSL MEAN SEA LEVEL N NORTH/NEUTRAL/NITROGEN NC NORMALLY CLOSED NE NORTHEAST NIC NOT IN CONTRACT NTS NOT TO SCALE NW NORTHWEST OD OUTSIDE DIAMETER PCC POINT OF COMPOUND CURVATURE PE Pl ~ll'JW)-~EIPROFESSIONAL ENGINEER Pl PRC POINT OF REVERSE CURVE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE REV REVISE/REVISION RJ RESTRAINED JOINT RT RIGHT R/W RIGHT-OF-WAY s SOUTH/SLOPE IN FEET PER FOOT/SEWER SD STORt.l DRAIN SE SOUTHEAST Sf SQUARE FEET SPEC SPECIFICATION SST STAINLESS SlEEL ST STREET STA STATION STD STANDARD SW SOUTHWEST T TELEPHONE TEMP TEMPORARY TB THRUST BLOCK TP TOP TV lELEVISION TYP TYPICAL UNK UNKNOWN vc VERTICAL CURVE VCP VITRIFIED CIJIY PIPE w WEST/WATER WI WITH WM WATER METER/WATER MAll'f W/0 WITHOUT BENCHMARK: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENTERLINE Of El CAMINO REAL COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 298+ 75POT 304.369 M.S.L DATUM: N.G.V.D. 29 . . II\ AS fJ{J/LT INITIAL . .· DAlE INITIAL (858)268-8080 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL OWG: H:\CI 7\250-El Camino Rea(\ACAD\RW Tronsmission Moin\Final Plans\Bresol Ranch\sht O2.dwg USER: mrocco DATE: /.fl( 29, 2003 J:26pm XREfS: bres,i ranch pp border EXIST ELECTRIC EXIST RECYCLED WATER EXIST TELEPHONE EXIST CABLE EXIST FIBER OPTIC LINE EXIST Oil LINE EXIST MONUMENT RECYCLED WATER LINE (& STATIONING) GATE VALVE BUTTERFLY VALVE MANUAL AIR RELEASE {STD DWG W1, W6) AIR VACUUt.4 VALVE ASSEMBLY (STD DWG W7) 2" BLOW-OFF ASSEMBLY (STD DWG W6) 4• OR 6" BLOW-OFF {STD DWG Wl 1) THRUST BLOCK (STD DWG W15 & W19) (USE VALUES FOR SOFT CIJIY UNLESS NOTED OTHERWISE) CP TEST STATION WITH ANODES WORK TO BE DONE: ----E---- ·--·---RW --·-- ----T---- ----CATV ---- ---F0--- ---0--- 11. 319+00 320+00 --©-OR --t><J- -~Vlr--- THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. REFER TO THE SPECIFICATIONS SPECIAL PROVISIONS FOR PRECEDENCE OF DOCUMENTS. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER, AND RECIJIIMED WATER 4. THIS SET OF PIJINS 5. THE PROJECT lECHNICAL SPECIFICATIONS 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 7. SOILS REPORT AND RECOMMENDATIONS BY NINYO &: MOORE "GEOTECHNICAL EVALUATION" FOR ENCINA BASIN WATER RECLAMATION PROGRAM THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS 8. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE ENGINEER Of WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS DJGINEER OF WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ~oae eHt.1t1~dtl<i ADDRESS: ..:JS 01 ll»{WJf~T CITY, STATE: M!ti~~JL~4CA ~-✓-TELEPHONE: (HaJ.. Zf-1-flO&O BY: • N/79 kA"l;{ , Pt1'. DATE: (NAME OF ENGINEER) R.C.E. NO.: 21,,-1 I SH~ET I CITY OF CARLSBAD m Et-lGINEERING DEPARTMENT 5 BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN "AS BUILT" GENERAL NOTES ./f-!L?I-~'"•"'-.S:·it•O/J RCE g917(. AP~D ,I' . v.1WAt.l E. PLUMMER EXP 3-'31• Id DATE &-~.;.. ~~..... '2•,16-('l.1 PE 28176 EXP: 3~31-06 DEPUTY CITY ENGlt-lEER DATE ,-,u()) ~ ~'IEWED BY: DWl'I BY: '·"" I I rs-/r1!?J)l)t PROJECT t-10. DRAWING NO. DA lE INITIAL ~'l.. .• Qr) /JI CHKD BY: JMC • RVWD BY: ~EK 3887-B 405-8B CllY APPROVAL SPECTOR DATE I -j--+---+------+---+---+-00------l---+--+--, .. l--+----4-----1--+-~ . -+-----'---+ l---+-+---1---1-----l--+-----1---l---+--~-l----l--.....L--'-1 -i--. .--f.---+-+--..__,___ -J..._ _J._______ ---L__ ---1---I------1 290 0-----.t........~.L..._ 280 BENCHMARK; BRASS OISK IN CONCRETE IN A STANDARD SURVEY' WELL ON CENTERLINE Of El CAMINO REAL COUNTY Of SAN DIEGO BENCHMARK DESIGNATION NO. R1 BOO 298+ 75POT 304.369 M.S.L DATUM: N.G.V.D. 29 DWG: H:\C17\250 El Camino Real\ACAD\RW Transmission Main\Final Plons\Bressi Ranch\sht 03.dwq USER: mrocco -----.. BOYL.E EJ1a,n1=1EF1,na CDRPOFIFITJDn . 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 N56'31'32"E 33°58'03" 440.00 S89'30'25"E Ill\ l!!J 8(.1/L T DATE INITIAL DATE INITIAL ENGINEER CE WORK REVISION DESCRIPTION OlHER APPROVAL -----+---+--- 280 N I 8" C-900 PVC HORIZONTAL ALIGNMENT 0 20 40 80 NO. 285.04 260.85 1482.56 BRG. N24'05'21"1Y "AS_ SUILT" -✓-~ .. RCE2lJOr,,. CITY APPROVAL INSPECTt R LENGTH(ft) 37.00 ENDELO(t_ ' 306.50 SCALE: HORIZ 1 • = 40' CITY OF CARLSBAD ~ ENGINEERING DEPAR™ENT ~ BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 10+00 to 20+00-GATEWAY ROAD APPROVED _ _ ~~ 111LUAM E. PLUMMER p~,. = ~~••'.L-"--0-a 1 PE2617 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ' DWN BY: '",,I/"" I PROJECT NO. I DRA\\1NG NO. ~~ ~~; ~~R _ 3887-B _ 405-88 I /' t 1 I t I i ' [-- i: I 11 ' . ' ' I' I ' I , ' ' I' : 1' r I I I 320 300 340 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 BENCHMARK: 6RASS D!SI< IN CONCREJ'E IN A STANDARD SURVEY WELL ON CENTERLINE OF EL CAMINO REAL COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 29B+75POT 304.369 M.S.L DATUM: N.G.V.D. 29 DWG: H:\C17\250 El Camino Real\ACAO\RW Transmission Moin\Final Plons\Bressl Ronch\shl 04.dwo USER: mrocco BOYL.E · E/1GlnEIEFfln0 CDFJPOFIFIT/0/1 ' 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 9211 1 (858)268-8080 PLAN 30" RW PIPELINE HORIZONTAL ALIGNMENT SCALE: 1 "=40' NO. DELTA OR BRG. RADIUS(ft) LENG1H(ft) SB9'30'25"E 1482.56 "AS BUILT" i----;---t---,t------------+---+--+---+-----1 4W¢'4e( ~;r;:¥-,.,..,_ .5-2Z·t:?8 RCE 28{7/. EXP. :::,-,1/ • /0 DATE l=::::=+=.~t===t~/A.4~8LJ8/.J.~'IL~r======t==t=~~:n;~I k#f~ 1 Rl;)ll ;wEo sY: DA lE INITIAL DA lE INITIAL DA lE INITIAL I/ ~ ~ O a REVISION DESCRIPTION ENGINEER Of WORK OTHER APPROVAL CllY APPROVAL INSPECTOR • N 0 ' 20 4_0 ------".60 SCALE: HORIZ 1" -40' CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 20+00 to 30+00-GATEWAY ROAD AP~R9'1'D-_,.., _ -~-~ WILLIAM E. PLUMMER , ~-:,JQ-01 PE 28176. EXP: 3-31-66 DEPUTY CITY ENGINEER DATE DWN BY: ,~, I CHKD BY: ,JMC RVWD BY: NPK , PROJECT NO. 3887-8 I DRAWING NO. , 405-88 •m■-11 ii:J'11 I' ---1'-',,'l-'"--Wl~IIIIIIL;_c__lJI, c__U, ( I ' I I ' I I ; \ ' :072403) 1 l 1 I .,Ii I • I 380 360 350 Q!°-!"" e· SrH Pl>E-CM & :rA E-:-OA-IN( WI M-S~El ~-t :. 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II~ + Z II~ ~ 3c Q 3: ,,,_ q:lo:: h ~ it r"') ,, 11!! v, I'[ J, LO II ~ ~ ~!/. :<( ::;, II • 4 • I i---,; i-" .., IJ'. (./') w.. --& >--i;;; -:ti: .~. .. W ,.. 42" RCP SD 1 O' 9' ~ -0 36' RCP SD ;ii, : : - • I I :c ~ "'II a• PVC S '-~----->< -e--"'---i'}--b ____ oi?~-------$---_...----!"-~----&--11.14---1--(/) _~ " _ 1+00 -:., 32~00-,51 M!! 33+00-------''-'--'-"-"--34+00 LaJ ... . : z w 0-------W--it--+--+¼zl,--W---,,ilt-----w'--1'-=2_· ,:__PV:.,:C_;W::____ w·~~~ w . w ::::]~ :c {.) ~ .... ' .; - -- GATEWAY ROAD I PROPOSED PER CIJY OF CARlSIW) DWG No. 400-88, CONSTRUCTION CHANGE No. 1 t <O - ' .. / I / I ( 30" RW PIPELINE 1 (HGL 550) 7 '-13. --..--- - ------- -----..... \ 8" C-900 PVC HOR(ZON~AL ALIGNMENT NO. BRG. LENGTI-1( ft) I END a NOIT 16' 45 "[ 46.00 DETAIL 2, SHT 14 400 370 0 a, '!.,. ,Ii: I \ VILLAGE GREEN DRIVE NORTH 0 20 40 80 ~ I' ... I .... ~ '- IX) • o, N +~ OLLI ,,, ~ i;'j g Pl.J\N SCALE: 1•=40' 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. RA-DIUS(ft) LENGTH(ft) S89' 30'25"E 1482.56 708'04" 510.00 330.25 (j) N83'21 '31 'E 579.06 PER C11Y OF CARLSBAD DWG No. 400-8 • ---~. SCALE: HORIZ 1" -40' fsHml CITY OF CARLSBAD fSHEIBl ~ ENGINEERING DEPARTMENT ~ BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 30+00 to 40+00-GATEWAY ROAD BENCHMARK; BOYL.E V 01/14/04 MSR Li'i, RE"1SED PIPE PR0Fllf. REPlACE SHEET 1/-Li"_,, /A Cit? ?\>l)fESs1~ ~• i=:~~=='.j~A1.i:1 =t~Aii9L8~tl.~!1~t.[T~~~~~===t=~==~r...,~c,i~•~~,~.eL.~ "AS BLJ IL T" $-<S ,• M ~ ~ ,-, ,r/_; , 4,---~~ _[~ ~~ ~ ~~~ APPR_0,¥(_1? WIWAM E. PLUMMER BRASS DISK IN CONCRETE IN A STA-NOA-RD SURVEY Will ON CENTERLINE Of' ti. CAMINO REAL COUNTY Of' SAN DIEGO BENCHMARK DESIGNATION NO. R1800 298+ 75POT E/1GlnEeRll10 CDRPORl'ITIDF1 7807 CONVOY COURT, SUITE 200 OJ/Q • '" l-....-§ IO o. '60.110 ~ RCE '2AJ7t, EXP. '3-31• /0 DATE I • 06/30/04 * ~4; .?, ;?;½-, .... 1-12-04 PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA TE 304.369 114.S.L DATUM: N.G.V.D. 29 SAN DIEGO, CA 92111 (858)268-8080 ;,,'~t&f" t--,'-;::DA::;;lE:,r;;;INl;;;-TIAL;;-i!---f--------------f--D::-:A-:::lE:-f-:l:-:cNITI-AL--f--:-DA-,:lE=--~1N-ITIAL-l~~ 0 (J d ~(~""!"' II- REVISION DESCRIPTION --~u_,..,o OWN BY: 'I I PROJECT NO. I DRAWING NO. CHKD BY: ,11,AC 3887 8 405 88 RVWD BY: NPK /RSW --ENGINEER t:s: WORK OTHER APPROVAL CITY APPROVAL INSPECTOR ATE DWll: H:\CI 7\250 El Camina Reaf\ACAD\RW Transmission Mam\D9 Conlruction Support\Bressl Ranch Pipe Modification\shl D5.dwg USER: mrocco ,, I ; ' ' i I ' I ' 'I ( I I I' , i .• I ~ : I / i I / : ' . \ ' { SI ·-' '" -"-~INT I '+ 4-r' 9"-!wEJ>E Sr:E-£ Pl>E-}M &Jr~-'-h~ w1iH :~L SiEle--t 11>. I)". 1r t---t--+-+-+--+--+--+-+-+-+-+-+-+--+-~--l--ie--e--l-1------1---1---l---l---l----l---l--+-l---l---1---l---l-__)___J lEhT-IYD lAl JC-~"' UIE l--J ,.. 1 ,5,: Mi -( 0.£1 AJI G l:!GL "" EL ,9 & Ml OPERATIN H:ll. '= l 50 • · 11'r-:/t-1-t----t---t--t--t--t-t--t--t--t--tl--t---t---t---t--t--+-+-+-+++++++---+-----+---+-+-t---l--l--l---l--ll--l--l--+----.J__J ' IMOj" t--t---t--+-+--+--+--+--+-+-+-+-+-+--+--l--l--le--e--1-1------l---1---l---l---l----l---l--+-I--t-t-t--t---t--+-+-+--+--+--+-+-+-+-+-+-+-+-+--1--le--e--1--1---1---l---1---l---l---1--+--+-+-+-+--.i--+-::1----t---t--+--+-+-+-+-t--+-+--+--+--lf---f--+--+--+---½--+--+--+--l--lf-------t-----f--1--- 1-----1---+--+--+--4-+-+--+--l-+--+--+--+-+--t--+--+--+--+---1--+ --I-----I------- -.,._ ---------------1---t-t--+-+-+++++++-+-+-+-+--l--+-l--l---l-ll-l-l-l--l--t---+---+---+---+---l---l--_j_-L-L-l--.L--1--~---t----t----t----tr-r-t----t--+---+--+--+-+--+--+---+--t--+--+--+--+-+ -· -+-+-+-+--J--+--1---1f---f---l---l------1---1---1----1----I.......,___ ·---.l.-.. l-·--t-t--t---t--t--tHt-t-t-t-t-t---t---t--+-+++-+-++-+-+-+-+--l---+--+--+-I---IHl---l-l--l---t--l----+---+---+---1----1----1---_j___j____j +--+--+--+--+---t--+--+--+--+---1---+--+--+--+--+-+-+-+--+--+--+-+-+-+-+-+-+-+--+-l--l~e--l-+--1------1---1---l---l---...J.--+-l----1---l--l---+---+--+--+-+---+---+--+---1-----1---~ __,____,_ _ _,_._ -I---<--+--! -+---t---+---+---+--1---+---l---+---l---jf---j--t--t----t-. ---. +---1----1--L-- - ----------t--·- 380 I BENCHMARK: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENTERLINE OF EL CAMINO REAL COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 298+75POT 304.369 M.S.L DATUM: N.G.V.D. 29 DWG: H:\Ct7\250 B Camino Real\ACAf>\RW Transmission Mcin\09 Contruction Support\Bressi Ranch Pipe Modification\sht 06.dwg USER: mrocco 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. RADIUS(ft) (j) N83'21'31"E: @ 44·16'22· 290.00 s52·22·01·E 69"01'18" 360.00 BOY~E E/7Glt1EERll10 CDRPOFIFITIDl1 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 LENGTH(ft) 579.06 224.08 102.35 433.68 -.....: CAUTION -EXISTING THRUST BLOCK-__,,,- PLAN SCALE: 1 "=40' -.....: 46+00 47+00 R/W ' 48+00 CAUTION: REDUCE PRESSURE IN 12" W LINE & BRANCH LINE WHEN TRENCHING ADJACENT TO EXISTING THRUST BLOCKS (TYP AT EACH LOCATION). COORDINATE WITH THE CITY OF CARLSBAD, (IF CONSTRUCTED) (760) 438-3367. 30" RW PIPELINE / 2 .... I (HGL 550) \.. 13, - --- 49+00 -- 01 /14/04 MSR RE\IISED PIP£ PROFII.L REPLACE SHEET A6 8tJ/LT "AS BUILT" L,: "~ - EXP 3-,1/• 4) t-::-:-:::-l--::::-:::::-+---1-------------1---l----l--__J__ _ __jl RI) !:WED BY: DA 1£ INITIAL DA 1£ INITIAL DA 1£ INITIAL V" .. () c) ENGINEER OF WORK REVISION DESCRIPTION t----O-lH_ER_AP___.___PR-OV-AL--C-11Y_Af>_PRL-'-'OV"-AL=-I INSPECTOR ---+--+----¼---1---+--+--+----I 400 390 50+00 NOTES; 1. ELEVATIONS FOR CROSSING UTILITIES WERE CALCULATED FROU THE STREET IMPROVEMENT PLANS, DWG NO 400-88, CONSTRUCTION CHANGE No. 1. 2. WATER AND SEWER LATERALS ARE NOT SHOWN, SEE IMPROVEMENT PLANS PER DWG NO. 400-BB. 3. FOR IRRIGATION SLEEVE LOCATIONS, SEE LAt--lDSCAPING PLANS PER DWG NO. 400-8N. 4. STORf.l ORAN PLAN & PROFILE PER DWG NO. 400-BD. 0 20 40 80 ' SCALE: HORIZ 1 • -40' fsim7 CITY OF CARLSBAD fsHErnl ~ ENGINEERING DEPARTMENT ~ BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA40+00to50+00-GATEWAY ROAD APPRO~ • £ WIWAM E. PLUMMER .N--it'e ~$ /-1.S•of PE 28176 EXP: J-31-0&EPUTY CITY ENGINEER DATE DWN BY: CHKD BY: RVWD BY: ,, "u· 1 PROJECT NO. I DRAWING NO. NP~~sw .._ __ 3_8_8_7-_B __ . 405-88 I . I . \: ' \' •. I I I t I I t I I t l l i ! r I i ' t ' ' ! . ' I , - r l ' ' ! ' ' i' I t f I ! I I • ' I ' ,, ' ' Ii I I I _I I I I _I 3q"-~ iSTIµ b IP.-C L k-I\P E O AJI G ITI C IC.,pH lL -0,25 WIili IN LE!LA Wli D 01 TS ,, '4_ .. _,_.._ .. L.' -'. -• --+--+--+-+-...__,__,_--I-_,.----'----1-_.J.__,_ cc,, J:I' ~ ULI .._ ( w: EN W=. EL £6 I', J ~ •OP RA NI 1Jl1J.L.-.-'f.. f .,_ 5 3-k.. J IN.. L.....,L__ __ l--+--+--+-+--l---+----+-----1------1-l----l--l--C---1..-.-. t--·--· -·-·----l--+-+-+--+----1-----1-----1----l----1----J..--l--L....--J-.-.1---"' 410 >. • 30" RW PIPELINE 1 4 \ {HGL 550) \_ 13 } BENCHMARK: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENTERLINE OF EL CAMINO REAL COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 298+75POT 304.369 M.S.L DATUM: N.G.V.D. 29 - 'A DWG: H:\C1"1\250 fl Camino Rea"'ACAD\RW Transmission Main\09 Contruction Support\Bressi Ranch Pipe Modtfication\sht 07.dwg USER: mrocco BOYLE El1GlnEliFIJl10 CORPOFIRTJOn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 STA 53+69.58 GATEWAY ROAD : STA 15+30.70 EL FUERTE ST. PER DWG NO. 400-8B STA 52+97.05 (t OF PIPE STA 15+30.70 EL FUERTE ST. - FUTURE MONUMENT PER DWG NO. 400-BE N 1991614.06 E 6254 799.25 PLAN SCALE: 1 • =40' PROPOSED PER CITY OF CARI.S8.6D DWG NO, 400-BE 0 LO + O') LO :cl: co ~LJ w I :c (/) w zw :::J~ :c ~ ~ t--:-:-:::--it--::-::::--:-:--+---+--------------1----f---+---I-----I REVIEWED BY: DA TE INlllAL DA TE INlllAL DA TE INITIAL /2_ /) (') REVISION DESCRIPTION 1---~--+--~'------'---, ~'f K.3 ">' ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL INSPECTOR DAlf -+--<---- I-----..._ __ l...---.l.......---.J_ __ L_ __ -----j..-....--l---- 330 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. RADIUS{ft) l£NGTH(ft) 69"01'18" 360.00 433.68 N58'36'35"E 226.74 37'27'51" 685.00 447.90 S77'26'24"E 221.29 0 20 40 80 ' ~--- SCALE: HORIZ 1 " -40' fSHml CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT ~ BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 50+00 to 52+99.86-GATEWAY ROAD STA 52+99.86 to 59+50 EL FUERTE STREET ~,6---~ ~ ~J••••~WAl.t E. ~~~~~c?-J PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DA lE DWN BY: ,,; 1 ,m I PROJECT NO. I DRAWING NO, CflKD BY: JMC 3887 B 405 RVWD BY: NPK /RSW --8B ) ! . I ! \. \, •' I I l I l ! l I l • :$ ' ! j r I ' t ' ' ' ' i I ' ' i ;: G) r~a I I ¼ .... ' •_·--·• ;lllillll: i'. I :I-: ' ' ,, ' r 'i ' • 1: ,, " '"I 1 1, : ' '. "! : ' ' : I, ; I ,,: I I i : ! I , ' ' ' 1 I Ii +---+----1--------- -4--+--+--~-I--+---+--+--+-- ------~ +--+--f--+--+-- 350 ---FJNISji GRAGE 16---1----l- PROPOS D ROADWA 340 330 {--+--+--+-----'----+-- -------7i'--+--+-f---'-----l-->---+-----+----l-----1--- 0 f' ,,,-a.. QC! . . . 1 ~-,.., ........ N ' -+--+--i_=::J___J_ L---+--+--+--+----'-----~---+--_,__-+--__,_---1---- 320 60+00 61+00 20' STORM DRAIN EASEMENT STA 59+99.53 t Of' PIPE = BENCHMARK; 6RASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENTERLINE Of' EL CAMINO REAL COUNTY Of' SAN DIEGO BENCHMARK DESIGNATION NO. R1800 298+75POT 304.369 1.1.S.L DATUM: N.G.V.D. 29 DWG: H:\C17\250-EI Camino Real\ACAD\RW Transmission M~in\Flnal Plans\Bres:i Ranch\sht OB.dwo USER: mrocco ---340 ' Ji ------+---I-- +---+---<--. - -. --+---" 62+00 i-- ' -·-~---L-1 ---~ ---~ --- . ' I J J 63+00 30" RW PIPELINE (HGL 550) BOYL..E sna,neeR,na CORPORRT/Dn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 -i----' --1------·-- 64+00 65+00 66+00 87+00 68+00 • 2 13 66+00 B7+oo - PROPOSED PER CllY <Ji CARLSBAD DWG NO. 400-SE 8" C-900 PVC HORIZONTAL ALIGNMENT NO. BRG. LENGTH(ft) END EL © N19'52'30"E 32.00 DETAIL 3, SHT 14 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. RADIUS{ft} LENGTH{ft) PLAN S7726'24"E 221.29 SCALE: 1 • =40' 63'16'09" 655.00 952.31 so5·51 • 45 "W 1019.24 Al)!> 2." IR.R.IG-A.TIOt-1 l:E.RVI CE AS 8tl/t.T DAlE INITIAL DAJE INITIAL DA 1E INITIAL ENGINEER IF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL ____ J __ _ ---j-- --1 - ! --+--- _____ I ___ ➔--+-+I ---I--- ----------t---t--+---i---4 69+00 2 13 PIPE STA 69+26.36 = 31 +69.54 i ·--+----- EL FUERTE ST. PER DWG NO. 400-BE Fl.ffi.JRE MONUMENT N 1990612.87 E 6255905.09 1 15 ' -----1-- , -r--·· • I ---+------- 1 ' --+-----· 70+00 STA 69+85 CP TEST STATION 0 ----.- ' --1--, ------➔-_______ j __ I I ------T- ___ --·r- ' ----+-- ' 270 260 250 ---------1--240 1 20 40 80 ------ SCALE: HORIZ 1" -40' I SH~ET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 15 BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 59+50 to 70+00 -EL FUERTE STREET DWN BY: CHKO BY: RVWD BY: ,IMC NPK PROJECT NO. DRAWING NO. 3887-B 405-8B r···--·· •iqil ' ', I I ·l i 1 i I i i i , i I J I , I \ i I ,. (· ( I 'i, ' I ,·, ' : ,ji ' 1, ! !, ,,'!' ,, i I! ,,,1- ' ','' ,! I' i!; I i ,,. ·11 ',I I !----+--+--+-+-t----+----+-+-+-t---+-l----' -+--+-r--+--1--+--I- ' i --+-~'-,._..,._ 1,-----~~~ -----. --I----I---• I--• - I ' l---·+--+-+-+--+--+--+--+-4-----------j -----·-- ' l---+--+-+-1--t--+--+--+--I-t--+-.--+-+-t---+-. ·t--+-+- 1 250 230 i 70+00 BENCHMARK: BRASS DISK 11'1 COMCRETE IN A STANDARD SURVEY WEll ON CENTERLINE OF a CAMINO REAL COUNlY OF SAN DIEGO BENCHMARK DESIGNATIOl'I NO. R1800 296+75POT 304.369 M.S.L DATUM: N.G.V.D. 29 DWG: H:\C17\250 El Camino Real\ACAP\RW Transmission Main\Final Plans\Bressi Ranch\liht 09.d•• USER: mrocco BOYL.E sna111E1ERll10 t:DFIPDRRTion · 7607 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 190 20' STORM DRAIIII EASEMENT --.. ,~~ 80+00 ~,, \ 30" RW PIPELINE HORIZONTAL ALIGNMENT PLAN NO. DELTA OR BRG. RADIUS(ft) LENGTH(ft) SCALE: 1 •=40' S05'51 '45 "W 1019.24 10'12'17" 655.00 116.66 "AS BU IL T" ,--t-----ii---t--------------+---+---1----1----l -~.:. ~ ~,,_, s--22-~I ,1\ /2\ A!>l) Z' IRRIGATION SE.R.VICE 45 &//LT 7/JJ• 'I ~ •i-n .C-_;;,., .~ • r DAlE INITIAL ENGINEER CJ' WORK REVISION DESCRIPTION RCF ::!9/7(!, EXP. 3 • 3/ '4:) DATE REVIEWED BY: r-::D~A=lE~=IN::::ITIAL~T-::DA=lE~=INJ::-:llAL-ji'-,V)...e!.':,~·-4:'-J .o~~~Q==<;:~ .,.-,,..t~~--D's/(y/Wot'f OTHER APPROVAL' CITY APPROVAL INSPECTOR DATE D 20 40 80 ~--' SCALE: HORIZ 1 • -40' CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 70+00 to 80+00 EL FUERTE STREET AP~R0)'Et ..-:;-y WILLIAM E. PLUMMER ~---fl .r:zt'l4•zs 6-J(J. af PE 28176 EXP: J-31-06 DEPUTY CITY ENGINEER DATE DWN BY: CHKD BY: RVWD BY: ··"~ , J,.. I ,IMC NPK PR0.£CT ·1110. 3887-B I DRAWING NO. . 405-8B '-. .111111!111111 \ ! i . I 1 I l I ' i: L r i t' I i ! ;- t I r !. I i ' I·_ " . ii i I .. I !,I ,,, ' " 'i' '': " ' i': '' ' ' .'' I' I,!: " i I I ii i ' 1; ! ' I 11 rr I I I ! . . i .J- - ---·· ---"-. -i .. ---- I . 180 80+00 BENCHMARK: B~~ DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENITRUNE OF a CAMINO REAL COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 298+ 75POT 304.369 M.S.L DATUM: N.G.V.D. 29 DWG: H:\C17\250-El Camino Reol\ACAD\RW Tronsmissian ~ain\f"inal Plons\Bresol Ronch\sht 10.dwg USER: "decoslro 170 + 84+00 85+00 86+00 87+00 88+00 89+00 90+00 I 160 116,66 S16'04'02"W 726.02 685,00 406.10 BOYL.E 11nalf1IISFll/10 CORPDRRTJDn · 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 STA 66+98.22 It OF PIPE = 1 PLAN SCALE: 1 "=40' /j\ .45 -'Cllt.T r--1------t---t-------------+---l---l----l----l "AS BUILT" A,?&':..;, I"~~ ,f"-72:-1?8 RCE 'UJl7(, EXP, ,'r3/ · &' DATE DAlE INITIAL ENGINEER CF WORK REVISION DESCRIPTION REVIEWED BY; f---DA_lE_i._l_Nlcc.TIAL=-+-.::.DA.c_lE.::__-1-l::.:Nlc::TI;;:AL:_i ~ R.,.Q ----@--- OlHER APPROVAL CITY APPROVAL INSPECTOR cs-/t/lw/s DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 80+00 to 90+00 EL FUERTE STREET APPROVED • .L ,r:}/ WIWAM E. PLUMMER ~1,111,d.,;,;.~, ,.,.t. <21-;Jo~d.r PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: CHKD BY: RVWD BY: .. ~.,," .. I JMC NPK PROJECT NO, 3887-B I DRAWING NO. _ 405-88 L " ' I i • I I ' ! I i I l ! l l l i 111111■'1111 f -l ! [ ' . I r ! ! I I 1 Ii : i, ' -.. ---- 190 180 180 170 170 160 160 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 BENCHMARK: - jr 2 ', 30" RW PIPELINE \ .. 13 ~• (HGL 550) BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENTERLINE Of EL CAMINO REAL COUNTY Of SAN DIEGO BENCHMARK DESIGNATION NO. R1800 298+ 75POT 304.369 M.S.L DATUM: N.G.V.D. 29 DWll: H:\C17\250-El Camino Real\ACAD\RW Transmission Main\Final Plans\Bres,I Ranch\sht 11.dwo o! ' USER: mrocco 30" RW PIPELINE HORIZONTAL ALIGNMENT NO. DELTA OR BRG. 33'58'02" S1T53'56"E 1'53'15" 12'19' 42" N84"50'26"E RADIUS(ft) LENGTH(ft) 685.00 406.10 346.49 1364.00 44.94 1364.00 293.49 937,26 BDYL.E EnGl/1E/ERl/1a COFIPOFIFITJOn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 - r 2 "I, 30" RW PIPELINE '-13 ~• (HGL 550} "AS BUILT" ~ r:86,,.J"I 1----+--+----11--------------+---+--t----+-----1 RCE 28/7~ EXP. 3-3/• /4 REVIEWED BY: ,___DA-lE-+--I-NITI-Al.--it----+----R-E-v- 1 s- 10 -N- 0 -E-s_c_R- 1 P-T- 10 -N-----D-AlE--I-NI-TIA_l __ D_A_lE_,__IN_ITI_Al. __ ~~RS-.c..;~0;!!,.,;,,,c=,c-a~~ ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL INSPECTOR ,5-'Z"Z--"8 DATE 0 20 40 80 • • SCALE: HORIZ 1 • = 40' fsHEEi7 CITY OF CARLSBAD fsHEIBl ~ ENGINEERING DEPARTMENT ~ BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 90+00 to 95+35.88 -El FUERTE STREET STA 95+35.88 to 100+00 POINSETTIA LANE APPROVED ~ ~ WIWAM E. PLUMMER ✓~ ,?';_ ........ , 6--JtJ, aJ PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: l,j,,, l ___ P-RO-J-EC_T_N_O_._~I DRAWING NO. L!.'2.!.!~!!!.0....e~~r--==~M==p~= ~ 3887-s . 405-8B , ' ' I ' ' ' i ! \ ! ! ' ' I I I I ! I i I. l ' j 'i j I I --· i l ' r I I ' ' ' i.1 I I i· ,, ' ' I I !·', I ; ! 'I 1 · ' I, :,1 ' I,' ,I, , -i-' 200 190 180 170 J 1---1-----f-----i----+-+----+--+--+----+---+--+--+---+--~-, 1 ~· ·-+--<---_ 1 ·-----+ -----·-I , ~--f---~ ~-'.wE(.DE $:E Pl~E bM1 &; TJ.E ~Af1Nc w1~ :M~ s~EJ t~o.t;J· ~~ s1Nc:J: Jp ~E~Eq J~INT 11'1 4j " ! ~ -f 4-1 -)-~ +--~ -1--: --f-_ j___ I -·-~ ·--1 -·---: 1-1 + ------~ --------- ~.-+---+-+--+- 1----+--+--+--· ---- -----+-- i -·+--+--+--+-i 1 -tt---+--+-~------;----. -------- ---r I ·~--f--·r---__ , =· ~-~I---f-.....-F"'-' ~ '"--~,;::; --~ i,,--.-... ._ ·~r~ ~'9 ~~ , ... -·-•-_... . ---~ ~ . --___, r--~ -----'--• ~ i--T"'-' ~-~ r -. .. 1~-T /------.,~ e--~-,----· ~ ~. ---r -... ---1 -17'-.. r'"""· ' • -:·---t------r -'-'-r -l"'T' -1 --4-·· r-----• ~ -~-r -~ "-.a=~ : i" ... -1 -j 1------1-r· 1-' --~ ·--..,.. ~ ·-_,=+--+--+-: -- f--L. E --~ -------· =----~-~I):-;~•..-' --~:-=--= ~ -->--+-+ H~f--+--+--, -~, =-=--= '=: -~:-·=:~ :~=== -=~ l : --=-·= = ~= e----= ~--:= ·:: -1+--,f-+--+->---l-r-+--t-+--+-+7~ ,,L /I/':,<) --------------.J---1--+--+--+-+---+---+ -------r-~• // ' .j 240 ----- -t------ ' ' . I--+-~--+-+- . -1-----1-----+----f----------1+--+-~"'f"--++ -----------.. --------t--+---+-------1--,---------------____ 1 __ -------·--·---- -I -·· ----°'~•r_,,,V,..1--+-+--------·· ----i 1 ·"'1~1,L--·----1-·--t·---l~-vt.~1""_..... _____ ~--j-+---e-i-_l__.it·i :---~~ +---------+----1·--------------~ --1----,p.,.·y;,)A'l·---:--~l-------- f---, + --~:.. t;Y · -------------------------v l .... -' r •• .-,·····t.,~/ ,.,.... -1 ·-· r · -r -. .~ r : i : ,.,.-r-, i ~ ~· · ~ ---~------------~ ~· -~----{2; AIN ~ --, ~y-/ -71-1-)~ -----i--r ----- 1--t---f--+-+-+-------'/-7r---,£,---t---·--~ ~ ~-----r---e---------------·r-t--i-,~-Y'-t-+---t--''f""f--+-+---1,-7(-· A?~--------------1.--------r---·-------- -----:;(',,//.~ ->------~-~-----------;,,,----·t ...... y:_,. ·~ ------------------1---t yf-ri-1-··1 ·,-1-1 ---i--;-l;;;,-_,....7_-r·t--~-1 ~--:-T -·-------v-r-~--, -----r---~---~--- 230 t-------t 210 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 NO. DELTA OR BRG. RADIUS{ft) LENGTH(ft) N84'50'26"E 937.26 8" CL 350 DIP HORIZ ALIGN 1436.00 42.49 NO. BRG. LENGTii( ft) ENO a N06'51' 17"W 70.58 N82'08' 48"E 64.00':I: DETAIL 6, SHT 14 2'53'58" 1367.0D 69.18 PLAN SCALE: 1 "=40' VALLECITOS WATER DISTRICT ~~ 1 rOIRECTOR Of ENGINEERING & OPERATIONS APPROVED FOR CONSTRUCTION II\ .45 8()11-T DATE 0 a, • ... 20 40 80 • 40' CITY OF CARLSBAD ~ ENGINEERING DEPARTh1ENT ~ BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN STA 100+00 to 109+93.81-POINSETTIA LANE BENCHMARK: BOYI-E "AS BUILT" .&1"'2/§z; 7 {~ •• #to ,S-2Z-()B DATE BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENTERLINE Of R CAMINO REAL COUNTY Of SAN DIEGO BENCHMARK DESIGNATION NO. R1800 298+ 75POT • 304.369 M.S.L DATIJM: N.G.V.D. 29 DWG: H:\C17\250-El Camino Reol\AC,AJJ\RW Tron,mission Moin\final Plon,\Bre,,i Ronch\shl 12.dwg USER: mrocco DATE: ~r 29, _2003 3:34pm XREFS: bressi ranch pp border bressl ranch ubl1 bressi ranch alignment melrose utilities melrose align IE/1GlnEERlnO CDRPDRRTIDn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 bressi ranch profile 1-----+--+--_...>--------------+-----+--+----+----I Rcr :2.ea, EXP ~31-P ~~ • -,; ~ WILLIAM E. PLUMMER ~ ,. ,.,. kt= ~--3,t;a, PE 28-176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE ~WED BY: 1---DA-lE-+--I-Nlll-AL--it----+----R-E_VI_S_IO_N_D_E_S_C_R_IP_TI_O_N _____ D_AlE-+-I-NI-TIAL-1---DA-lE-t--lN-ITI-AL-I ~ {2.,;9 • ENGINEER OF WORK DlHER APPROVAL CITY APPROVAL INSPECTOR OWN BY: '" .. 1.11v l ___ P_Ro_J_Ec_r_N_o_._~I DRAWING NO. L!l~.!..!~~:'!!D..!::gc!.!~;-===~M==p~==J _ 3887-B . 405-88 . 1111111111■! i 111 \ \ . f \ ' . l . f l ~ 1,QI£4~] ,-, ' 1 ; i I J f 1 1 I ' 1' -6" 14 8" OR 12" PVC PIPE PER PLANS FLGxMJ ADAPTER STATION REFERENCED ON PLANS 8" OR 12" OUllET PER PLANS ---,( _ ~ 30" STL PIPE NOTES: 12· f-6:1 30• BFV 1. PRESSURE CLASS OF ALL MATERIALS AT EACH OUllET LOCATION SHALL BE AS SHOWN PLANS. 2. SEE SHEET 2 FOR CMWD STANDARD DWGS UST. TEE WITH VALVE DETAIL SCALE: 3/8"=1'-0" NOTES: 1. FOR PLATE THICKNESS OF WELDED STEEL PIPE SEE PLAN & PROFILE DRAWINGS. 2. "t" INDICATES THE THICKNESS OF THE STEEL AT THE STATION WHERE USED. 3. BEFORE WELDING, DRILL AND TAP TEST HOLES. CONTRACTOR TO AIR AND SOAP TEST AFTER WELDING IS COMPLETED. PLUG WELD HOLES AFTER SUCCESSFUL COMPLETION OF JOINT TESTS. 4. FOR SINGLE-WELD AREAS, Y IS 1/4" FILLET WELD. 5. SEE SPECS SECTION 09870 FOR CEMENT MORTAR LINING & TAPE/CMC COATING REQUIREMENTS 6. FIELD COATING AT JOINTS SEE EB l -T CHAMFER MAX 1/16" \ ?UTSIDE WELD MAY BE \SUBSTITUTED FOR INSIDE WELD 2-1/2" MIN SINGLE-WELDED I.AP JOINT w ~ a. 0 1 WELDED STEEL PIPES OE[ AILS SCALE: NO SCALE DWG: H:\C11\250-El Camino Recl\ACAD\RW Transmission Maifl\Finol Plons\Bresol Ronch\sht 13.dwg USER: mrocco w z 2 :r (.) z w !i: ~ w Cl :r (.) z w ~ . w"" z~ 2 Cl wo a. -w a. a. w ~ w a. a. a: • "' 0 TOP OF PIPE -\ 0 TRENCH WIDTH AT TOP OF TRENCH . ) ,- AC PAVING & BASE BY OTHERS J l • ( CJ . r FOR BASE & AC PAVING SECTION SEE CITY DWG NOS. 400-BB, 400-BE, & 397-2K SUBGRADE 0 0 ) ~-+--BACKFILL TRENCH . ZONE WITH NATIVE EARTH BACKFILL OR IMPORTED MATERIAL PER SPEC 02223 "--MARKING TAPE · \--+--,,--BACKFILL PIPE BASE . . . . . A PIPE OD A TRENCH WIDTH IN PIPE ZONE LIMITED AND PIPE ZONE WITH IMPORTED SAND PER SPEC 02223 PIPE DIAMITER A 1 THROUGH 8 12 -16 30 MIN MAX 6 9 8 12 12 24 lYPICAL TRENCH SECTION 0 w ~ a. Cl SCALE: NO SCALE 14" MAX -FURNISH IN TWO PIECES & SHIP LOOSE FOR FIELD JOINING 2• MIN 6" MAX (TYP) BUTT STRAP SECTION -r4-.... -\.. ~ - 1/4" MAX STEEL CYLINDER BEYOND (!) BDYL.E EnG/f1BBFfll10 COFIPORRTIOT1 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 ,r-DRILL AND TAP 4-1/4" / DIA HOLES EQUALLY SPACED FOR AIR-SOAP TEST. SEE NOTE 3 (TYP) ~ f vdef:ti ~ No. 576611 -I * £.f,.12-31-05_;. ~c,v~ ,~er: DATE INITIAL ENGINEER OF WORK STATION 108+54.05 If\ SEE SHT 12 FOR CONT AS t,l/ttT 8 12· 30" w a. a. REVISION DESCRIPTION 30" g• 6" / PLASTIC TAPE HOLDBACK /i (BELL END) PLASTIC TAPE HOLDBACK {SPIGOT END) GROUT IN FIELD, 6" ADD REINFORCEMENT TO FIELD APPLIED MORTAR. SEE SPEC SECTION 15061 SEE SPEC SECTION 15061--~ FIELD APPLIED PLASTIC TAPE STEEL CYLINDER WITH TAPE COATING SEE SPEC SECTION 09870 ---2-1/2" SEE SPEC SECTION 09870 MORTAR COATING MIN ~-REINFORCING, SEE I-,..-,-. ...,--.• ~b---~=~hrT=V:7:-:::=IT~:-;r-71-,n~~ SPEC SECTION 15061 " J" ... •. •• . .. .....!!4,,,l...-;.,,.,.,.,.,...,.;.;.;.,........,.....,.,., '· : '"'.i:--· .. -~ '"'./·, •. -.. . . ·:: -~~ . ... c. . . -....... ...... I-• ., . ~ • C • . • • • • • • • • • • • • • • • • • • "_" • • • •-•-~ ·• • I" _1' J MORTAR LINING _ ___, FIELD APPLIED MORTAR SEE SPECS 3/4" I 1/2" t -+- 7'-6" 3-1/2" I . ----..__ MORTAR LINING HOLDBACK g• -I FIELD COATING AT JOINTS 3 SCALE: NO SCALE SEE SHT 12 FOR CONT MATERIAL SCHEDULE; (D 30" STEEL TEE W/ CL 300 FLANGES & LENGTHS AS SHOWN. PROVIDE CML & TAPE COATING WITH CMC. 30" CLASS 250 FLANGED BUTTERFLY VALVE. INSULATING FLANGE KIT POLYETHYLENE ENCASEMENT, TAPE TO STEEL REDUCER 30"x8" STEEL REDUCER WITH 8" CLASS E STEEL FLANGE. LENGTH AS SHOWN. PROVIDE CML & TAPE COATING WITH CMC. @ 8• CLASS 200 FLANGED RESILIENT WEDGE GATE VALVE. (j) a• CLASS 350 DUCTILE IRON PIPE WITH FLANGED END AS SHOWN. SEE PROFILE ~ QD @ 30" WELDED STEEL PIPE, CML & TAPE COATING WITH CMC. STA 108+54 TEE DETAIL 5 SCALE: 3/8"=1'-0" 12 Dr] CITY OF CARLSBAD ~ 3 ENGINEERING DEPARTMENT 5 -; BRESSI RANCH . RECYCLED WATER TRANSMISSION MAIN <:',z -. "AS BUILT" DETAILS ~/~ < -~'"" .S:-21•49 APPROVED 'I/IWAM E. PLUMMER RCE2~./2~ EXP, '3. -'3 l• .p;! DATE . -4/~-& ~-••t 1a-JtrOJ PE 28176 EXP: J-31-06 DEPUTY CITY ENGINEER DATE REVIEWED BY: DWN BY: .._.,...,. /,lllf I I ~-JJ n /li_ OY-fr~'Zll3 PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: .!MC OTHER APPROVAL CITY APPROVAL RVWD BY: tJEK 3887-B 405-8B INSPECTOR • ATE ' I -i, I ! ! I J i I ' l. ' . : : I I 'i I • I 330-------------------- GATf:NAY ROAD . rFINISH GRADE OF t--3= -../..._ PROPOSED ft OF ROAD • N ........... EXIST 8" PVC RW PER CITY DWG NO. 40D-8B 320--------1-- 30" STL PIPE_--lllf-'l EL 318.58 5.5' TAPE COAT & POLYEll-lYLENE WRAfl REBAR PRIOR TO POURING TB CONCRETE a• C-900 • CL 150 PVC 8" PIPE PROFILE STA 23+11.70 SCALE: HORIZ: 1 "=40' VERT: 1 "=4' --..,. FINISH GRADE OF PROPOSED 'l OF ROAD 190----------- ¢ 30" STL PIPE EL 184.34 a (/) a.. u ct:: \EXIST 12" PVC PIPE CITY OF CARLSBAD DWG NO. 400-8 180 ------t-• -~----g I I I I I I I I I I \I <.5 170---+-,-J--------t--<.!) z ::J a.. 32'± 12" C-900 CL 200 PVC g '° 0::, w ::, a.. 0 a..(.) 1 4 12" .PIPE PROFILE 'STA 89+04.09' r 4"' SCALE: HORIZ: 1 "=40' .. 10 • VERT: 1 "=4' ' " OWG: H:\Ci 7\250-El Camino Reol\ACAO\RW Transmission Uain\final Plans\Bressi Ranch\sht 14.dwa USER: mrocco f GATEWAY ROAD /FINISH GRADE OF , 1 _/_ PROPOSED i OF ROAD 3W-------r---TAPE COAT & POLYETHYLENE 30" STL PIPE 'l EL 362.76 5.5' - WRAfl REBAR PRIOR TO POURING TB CONCRETE / EXIST 8" PVC RW PER ~~--( CITY DWG NO. 400-88 --- 360-------+----~1---~------- 46'± 8" C-900 CL 200 PVC 8" PIPE PROFILE STA 30+93.30 SCALE: HORIZ: 1 "=40' VERT: 1 "=4' 3 CUT PIPE STA 95+25 2 5 1 '----, TEST BULKHEAD WI 4" FLG OUTLET REMOVE EXIST 30" BLIND FLG CONNECT TO EXIST FLG WITI-l FLA.NGE INSULATING KIT EXIST 30"x12" RED (NO SCALE) E----1 ___ I - EXIST 12" GV STA 95+35± EXIST 30" CL 250 FLG DIP CROSS EXIST 30"x8" RED (NO SCALE)- EXIST 8" cv-------- m ..J L _ ---i11 11,_1 __ 111 -----J~L i -: El ____ l3 r =1= =1 5 -~ i1i I~ / 2 CONNECTION AT STA SCALE: 1/4"=1'-0" BO'r'L..E liinGll7EEFlll10 CDFIPDFIFITIDn 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 STA 95+45 TEST BULKHEAD WI 4" FLG OUTLET CUT PIPE 3• 6" MAX GAP 95+35 r 5 "' '-11 ~ ~ ,~~~ ~ ~ No. ~7669. ~, ~12-31-05 ~c,v~ ~CF DATE INITIAL (858)268-8080 ENGINEER CE WORK [ FINISH GRADE OF PROPOSED 'l OF ROAD 350----_--!.1----------------- 340 ~ (\ I I I I 11 15' V w <.!) . a. :?; ct:: -...J N <O ~ N a.. a.. O> "1 DO ::, • 0 O> I') <C n DOU 0::, °"' •O "" + I')' (:i <C n In w O> ...J 3= -LO -' x ct:: 330--LL.lt:J-g a w -w::, <C a_.....J ... u.,.--, (/) In I-<.!) ~ a. ?;::~g ~isii~go ~ -u w ct:: I-a. w -u...m w ~~~ a. a. ...J~ a.. -I-....Ja • a: a z a.. • a.. Vl ~ CJ 00 N ...J z g ':.:i ':.:i d 000 ~ ~ • WO'-. 0::, Li:U3= I 32'± I ·a· c-900 CL 150 PVC CONSTRUCTION SEQUENCE: 1. TI-lE EXACT POINTS OF CONNECTION (POC) TO THE EXISTING PIPELINES ARE APPROXIMATE ONLY. FIELD VERIFY THE LOCATION, PIPE ELEVATION, OUTSIDE DIAMETER, PIPE CONFIGURATION, MATERIALS OF CONSTRUCTION, AND ANGULAR DIFFERENCE OF THE NEW AND EXISTING PIPE PRIOR TO PIPE FABRICATION AND INSTALLATION. ADJUST AND ALIGN NEW PIPELINE AND COMPONENTS AS NECESSARY TO MEET TI-lE FIELD CONDITIONS AND PROVIDE ALL REQUIRED MATERIAL, LABOR AND EQUIPMENT TO MAKE TI-lE CONNECTIONS • 2. CONSTRUCT THE NEW 30" PIPELINE AND INSTALL FROM STA 10+00 TO STA 95+25 AND FROM STA 95+45 TO END OF PROJECT STA 109+93.83, INCLUDING OUTLETS WITH VALVES • KEEP OUTLET VALVES CLOSED DURING TESTING. PRESSURE TEST AND DISINFECT THE NEW PIPELINE BEFORE MAKING CONNECTIONS TO EXISTING PIPELINES. PROVIDE TEMPORARY CAPS WITH AIR RELEASE, BLOW-OFF AND TI-lRUST BLOCKS AT PIPE ENDS FOR TESTING. 3. CAUTION! THIS ALIGNMENT CONSISTS OF EXISTING PIPELINES AND BRANCH LINES WITI-l THRUST BLOCKS BEARING OF SOILS ADJACENT TO TI-lE NEW PIPE. THE EXISTING PIPELINE AND BRANCH LINE SHALL BE DRAINED PRIOR TO EXCAVATING WITHIN 10-FEET ON EITHER SIDE OF EXISTING TI-lRUST BLOCKS. LOCATIONS WHERE THRUST BLOCKS ARE KNOWN TO EXIST ARE SHOWN BASED ON CITY DRAWING NOS. AS INDICATED. COORDINATE WITH THE CITY TO VERIFY EXISTING CONDITIONS AT THE TIME OF CONSTRUCTION AND TO DEPRESSURIZE EXISTING PIPELINES. THE CONTRACTOR SHALL ISOLATE FROM OPERATION AND DEWATER THE EXISTING PIPELINES IF CONSTRUCTED. CONTRACTOR SHALL REMOVE AND DISPOSE INTERFERING PORTIONS OF EXISTING PIPELINES AT CONNECTION POINTS (STA 23+ 11.70, 59+89.92, AND 95+35). TI-lE DISTRICT WILL ISOLATE FROM OPERATION AND DEWATER TI-lE WATERLINE AT STA 108+54.05 PRIOR TO CONNECTION. REMOVE AND DISPOSE TEMPORARY THRUST BLOCKS, BLIND FLANGES, AND CAP ASSEMBLIES FROM PIPE ENDS TO BE CONNECTED. DISINFECT AND INSTALL VALVES, BLOW-OFF ASSEMBLIES, AIR VACUUM ASSEMBLIES, CLOSURE PIPES, ADAPTERS, COUPLINGS, INSULATING FLANGES, AND TI-lRUST BLOCKS AS INDICATED OR INSTALL END CAP • 8" PIPE PROFILE STA 59+89.92 3 [ FINISH GRADE OF w~ ~~:~~~~~~~ SCALE: HORIZ: 1 "=40' VERT: 1 "=4' CD ll\ MATERlAL SCHEDUI f· 30" WELDED STEEL PIPE, CML & TAPE COATING WI CMC 30" CL 300 STEEL SLIP-ON FLANGE FIELD INSTALL AND DOUBLE WELD 4" BLOW-OFF ASSEMBLY BUTT STRAfl CONNECTION 30" FLA.NGE INSULATING KIT 30" CL 250 FLG BFV ,45/Jlll{,T DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL d ... DATE INITIAL CITY APPROVAL 8 ----- 12" MIN CLR TO TOP OF 8" RW S=23.22% ---- 5' - --- EXIST 8" DIP RW (CL 350) NON RESTRAINED JOINTS PER CITY DWG NO. 331-1, SHT 17 AS BUILT 07 /01199 TAPE COAT & POLYEll-lYLENE WRAfl REBAR PRIOR TO POURING TB CONCRETE • 8" CL 350 DIP WI RESTRAINED JOINTS • 8" PIPE PROFILE STA 108+54 6 SCALE: HORIZ: 1 "=40' VERT: 1"=4' ~~ITOS WATER DISTRICT it"-1.-o 3 ~!RECTOR OF ENGINEERING &: OPERATIONS DATE APPROVED FOR CONSTRUCTION "AS BUILT" #a?'a~ ~:%v->~ .S-22 -~, RCE'Zffe~ EXP. ~-"3./:-/d • DATE ?l=~BY: cs-(!,Jj_wr &£~ PECTOR DATE CT:] CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT 5 BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN DETAILS A~O~Q ,,,, _. WIWAM E. PLUMMER ~ ~ /-. ., ... ,,..' PE 28176 EXP: 3-31-06 DEPUTY CITY ENGINEER DATE DWN BY: I I PROJECT NO. I DRAWING NO. CHKD BY: JMC RVWD BY: ~EK 3887-B 405-88 i I t ,. l I ! I I ' t l ,- ,I i i i ' l , .. ; ! i-! i ;-- I t l ! 1 l. f' r t ,, I ' ' ; ' ,· ' I ' ' I '· ! ! I.~' I 107240h ' i l i I ! l ' ! j ! I i t I l ' ! . 4 WIRING AND INSTALLATION SEE TEST BOX DETAIL GREEN AREA EXOTHERMIC WELD (TYP) SEE DETAIL J • -11 TO REMAINING ANODE (SEE NOTE 1) 1-NO. 12 WHITE THWN ANODE LEAD 2-NO. 8 BLACK HMWPE PIPE LEADS CML&TC STEEL MAGNESIUM ANODE REC WATER-~ SEE DETAIL 6 (2 REQRD) _ 1-... ------+-~ ---S~ NOTr-1 --------/ 6' MIN (SEE NOTE 2) NOTES:_- / ·· ( 1 ANODE SHOWN, 2 ARE REQUIRED. ANODES TO BE INSTALLED PARALLEL TO' THE PIPE, 15 FEET 14 _1 APART IN AUGERED HOLES 12' DEEP. ANODE LEADS TO BE TRENCHED TO CTS AT A DEPTH OF 36•. 2. INSTALL ANODES AT A 6' MINIMUM DISTANCE FROM PIPE. AT GRADE 2-WIRE TEST STATION WITH ANODES DETAIL SCALE: NO SCALE ED GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATIONS. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. ALL AT GRADE TEST STATIONS SHALL BE THE CIRCULAR, CONCRETE, AT-GRADE TYPE WITH A METAL LID. A. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. B. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. C. A REINFORCED CONCRETE PAD (24" SQUARE X 4• THICK) IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED AREAS. D. PLACE TEST BOX BEHIND SIDEWALK WITH APPROVAL OF CllY OF CARLSBAD. DO NOT PLACE IN STREET OR MEDIAN. E. IDENTIFY ALL WIRES AS SHOWN ON DETAIL 2 SHEET 07 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ADJACENT STRUCTURES AND UTILITIES AND FOR AVOIDING DAMAGE TO AND CONFLICT WITH THESE STRUCTURES OR UTILITIES. 5. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT 'AS-BUILT' DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF THE WORK. • 6. NO WIRE Of CABLE SPLICES ARE PERMITTED EXCEPT AS INDICATED IV THE DRAWINGS OR AS SPECIFICALLY APPROVED BY THE EN~NEER. . . 7. THE CONTRACTOR SHALL REPLACE LANDSCAPING IN KIND. WARNING TAPE 8. WIRES SHALL BE TAGGED USING MINIMUM 10 PT. FONT AND CONTAIN: PIPELINE MATERIAL & SIZE DATE INSTALLED PIPELINE STATION NO. ;,°DWG: H:\C11\250-B Camino Reol\ACAO\RW Transmission Moin\Final Plans\Bresol Ranah\sht 15.dwg USER: mroaao ,~--·-~---------- Ill INSUl,ATING MATERIAi S; GASKET -TYPE "E• G10 GLASS WI RECT. 0-RING SLEEVE -G 10 GLASS WASHER -G10 GLASS STEEL WASHER & NUT (BOTH SIDES)(2 PLS) ~ ... f?o1 ~ @ INSULATING WASHER ~ ~ " (BOTH SIDES)---...------" THREADED EXTERNAL PETROLATUM WAX TAPE WRAP SEE SPECIFICATIONS INSULATING SLEEVE (FULL LENGTH) _ _____. STUD (2 PLS) INSULATING GASKET (TYPE E) EXOTHERMIC WELD PROCESS. (TYP) SEE A B D DETAIL® CML& TC/STEEL REC. WATER SEE NOTE 1 _ __, NOTES: > ~ ' .·· CML&C/STEEL REC. WATER 1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VALVE BONNET AND BASE. 2. INSTALL TEST BOX BEHIND CURB SIMILAR TO DETAIL 1 ON THIS SHEET. BURIED INSULATING FLANGE DETAIL SCALE: NO SCALE EB 2-BOND WIRES-AWG NO. 2 STRD. COPPER WIRE (TYP) WITH HMWPE INSUL. -~ EXOTHERMIC WELD 3 (TYP) SEE DETAIL I---'-+-' NOTES: FLEXIBLE COUPLING 1-NO 6 AWG HMWPE (TYP) SEE NOTE 4 BEND TEE 1. ALL WIRE WELDS SHALL BE 3" APART MIN. SPOOL VALVE 2. ALL BOND WIRES SHALL BE INSTALLED AT MINIMUM LENGTHS. 3. BOND WIRES SHALL NOT BE INSTALLED ACCROSS INSULATING JOINTS. 4. BOND WIRE SIZE SHALL BE AWG NO 2. TWO ARE REQUIRED. ONE NO. 6 AWG HMWPE IS REQUIRED FROM PIPE TO VALVE BODY, SPOOL, COUPLING, AND TEE. MECHANICAL JOINT BOND DETAIL SCALE: NO SCALE CD HANDLE---i SLEEVE --GRAPHITE COVER ~-STARTING POWDER !Mif!J ~~---~-METAL WELDING POWDER ~---METAL DISC -----GRAPHITE MOLD WIRE ~x.,i::..._ ____ 3....., STEP 1. FILE STRUCTURE CONNECTION AREA (3 IN x 3 IN) TO BARE SHINY METAL AND CLEAN. CJ EZ2'Z[==:9 STEP 2, STRIP INSULATION FROM WIRE. ATTACH SLEEVE WHERE REQUIRED BY MANUFACTURER. &~3STEP3. HOLD MOLD FIRMLY WITH OPENING AWAY FROM OPERATOR AND IGNITE WITH FLINT GUN. & 0cs3 STEP 4, REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS. ~~-I~· :=:!:::::::'.9~3 STEP 5, COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A BITUMINOUS COATING COMPOUND. PLACE PLASTIC SHIELD CAP FIRMLY OVER CONNECTION. NOTES: 1. ALL WIRE WELDS SHALL BE MINIMUM 3 INCHES APART. 2. STANDARD WELD CARTRIDGES SHALL BE USED FOR STEEL SURFACES, EXOTHERMIC WELD PROCESS DETAIL SCALE: NO SCALE CD ,, -----ANODE LEAD ' -THWN (WHITE) -. . . . . . . -. . -. NO. 12 AWG STRANDED COPPER WIRE ~74-'c-'-4---SILVER SOLDERED MAGNESIUM INGOT DIMENSIONS: 5" X 5• X 32" LONG INGOT WEIGHT: 48 LBS. PKGD WEIGHT: 105 LBS. (APPROX.) CONNECTION f:9:-:i---.__ MAGNESIUM ALLOY INGOT ....____ GALVANIZED STEEL CORE CLOTH BAG PACKAGED BACKFILL COMPOSITION: 75% GYPSUM 20% BENTONITE CHEMICAL COMPOSITION (HIGH POTENTIAL) . ELEMENT Aluminum Manganese Copper Nickle Iron Other Magnesium CONTENT % 0.010 0.50 TO 1.30 0.02 MAX 0.001 MAX 0.03 MAX 0.05 MAX BALANCE MAGNESIUM ANODE DETAIL SCALE: NO SCALE CD /19 8tllt.T ' NATIVE SOIL CONCRETE TEST BOX, 7 SEE DETAIL,___..,___ BRASS · ' SPLITBOLT (TYP) ~ TO CML&TC STEEL REC WATER LINE· CONCRETE PAVEMENT OR PAD 24" SQ X 4• THICK IN UNPAVED AREAS ONLY TO ANODES NOTE: 0.01 OHM SHUNT 1. SEE GENERAL CP NOTES WIRE I.D. LEGEND WIRE A&B SIZE 2 -NO 8 HMWPE LABEL IDENTIFICATION STLICML&TC RW 2-WIRE TEST STATION WITH-ANODES WIRING DIAGRAM DETAIL SCALE: NO SCALE CD SBAO CAST IRON COVER MARKED AS SHOWN 1-3/4" 3-1/4" < 8-3/4" ' I.D. 11 •• )V ~ 12· CONCRETE BODY '' \ COVER WEIGHT: 12 LBS. BODY WEIGHT: 54 LBS. CONCRETE TEST BOX DETAIL SCALE: NO SCALE · CD fsiiml5 CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 15 BRESSI RANCH RECYCLED WATER TRANSMISSION MAIN "AS BUILT" CATHODIC PROTECTION DETAILS BOYLE ~ ...►. "' ~ .. i t----t---t---+----------1---+--+---+---I ~ ~<!, c. ,S-..ZZ•M APPRO~ 'lL . ~ 0 ~ WILLIAM E. PLUMMER Sf1GU1E&Fll/10 CORPORRTIOl1 7807 CONVOY COURT, SUITE 200 SAN DIEGO, CA 92111 (858)268-8080 Eqi.12-31- C/VI\. ():" RGF '2117~ EXP. 3•3l•lt!> DATE ~~ ~ ~ 1 , ••• , ,< .. ., l----+--+---+----------1----1---l----l----r:==-::::--::-;-----------j PE 28176 EXP: J-31-06 DEPUTY CITY ENGINEER DATE REV ED BY: ,.-") I";). J 1-,__ OWN BY: ,._,.,.,,. PRO.l:CT NO. DRA'MNG NO. YI '2..>-< 2t"tt= QS/!{[CU!B: ~~ ~~; ~~2 3887-B 405-88 INSPECTOR DATE DA TE INITIAL ENGINEER CE WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CllY APPROVAL . ' t l i l i I i . l ' L ' i l L ,. i ' (,;' ,· :, ' ' , . • ' j·, ? ! i• [ ;,· ,. ' ' ! ,. ,. ,, I I,' ·' -: i ' i!·' ' ' ' ' ' '