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HomeMy WebLinkAboutDWG 459-9; PD 08-07; CHS AT CANNON/COLLEGE; 01-07GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. TH£ £NG/N££R IN R£SPONSIBL£ CHARGE SHALL REVIS£ TH£S£ PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS D0£S NOT R£Ll£VE TH£ D£V£LOP£R OR £NGIN££R- OF-WORK FROM R£SPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY £NGIN££R WILL B[ REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T£ OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ P£RMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING TH£ POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A Sil£ CA T£GORY OF CLASS VII OR 8£TT£R AS £STABLISH£D BY BESTS KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE 8££N OBTAINED FROM TH£ CITY AND OTHER APPROPRIA T£ AGENCIES. 6. REVISION OF TH£S£ PLANS MAY 8£ REQUIRED IF TH£ PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DA TE OF TH£ IMPROVEMENT AGR££M£NT. 7. NO R£VISIONS WILL 8£ MAD£ TO TH£S£ PLANS WITHOUT TH£ WRITTEN APPROVAL OF TH£ CITY £NGIN££R, NOTED WITHIN TH£ REVISION BLOCK, ON TH£ APPROPRIA T£ SH££T OF TH£ PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON 8£/NG SIGNED BY THE CITY £NGIN££R. 9. THE ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ £NGIN££R-OF-WORK PRIOR TO FINAL ACC£PTANC£ OF TH£ WORK BY TH£ CITY. 10. ACCESS FOR FIR£ AND OTHER £M£RG£NCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SH££T, (B) LABORATORY WORK SH££TS AND (C) COMPACTION CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL £NG/N££R OF TH£ STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. THE SOILS R£POR T WILL 8£ SUBMITTED TO TH£ Cl TY £NG/N££RING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£ WRITTEN FIELD COMPACTION R£PORT(S) SHALL B£ IMM£DIA TEL Y SUBMITTED TO TH£ CITY £NGIN££RING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MITT/NG SHA/ I BE HE! D AT THE SITF PRIOR TO TH£ 8£G/NNING OF WORK AND SHALL 8£ A TTEND£D BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF TH£ WORK. THE CONTRACTOR SHALL SCH£DUL£ THE MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECT/ON REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 4J8-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY B[fORE TH£ INSPECTION IS NEm£D INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTH£RW/S£. REQUESTS MADE AFTER 2: 00 P.M. WILL B[ SCHEDULED FOR TWO FULL WORK DAYS LATER. .14. TH£ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR 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, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION THEREIN. THIS PLAN MUST 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 5TANDARD$ f5TABI ISHFD BY THF CQN$TRIICTION SAFFTY ORDER$ TITI E B CALIFORNIA ADMINISTRA T/VE CODE THE PLAN SHALL BE PREPARED BY A RFGISTERED [NG/NEER AT THE CONTRACTORS EXPFNSE. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA T/ON. 16. IF ANY ARCHA[OLOGICAL R£SOURCFS ARE DISCOVERED WITHIN ANY WORK ZONF DURING CONSTRUCT/ON, OPERATIONS WIii CEASE IMMWIA TFI 'i AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERA T/ONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVFD WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THF CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROI/TE OR ADJACENT STRITTS AS A RESIJ/ T OF TH£ GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE FXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO TH£ POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFF£R£NT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) ~THIN THE PROJECT SIT£ SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK ~TH A COMPANY R£PRESENTA T/V£. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7J4J PACIFIC BELL (800)892-0123 TIME WARNER CABLF (760)438-7741 COX COMMUN/CA T/ONS (76(1)806-9809 CITY OF CARLSBAD(ST.R£ETS AND STORM DRAIN) (760)434-2980 'ciTY OF CARLSBAD(SEwtR, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGUITO WA T£R DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DIST.RICT (760)744-0460 "OLIVFNHAIN WATER DISTRICT (760)753-6466 *BUENA SAN/TA TION DISTRICT (760)726-1340 • AS APPROPR/A T£ ~~-, )J~ (' ,J::, ~ •,;.,,:. l--Jt'•"f~~~~. '.~,-. .. . , ' WORK TO BE DONE ''C'' TANK RECYCLED WATER MAIN REALIGNMENT THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLO'MNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. CARLSBAD MUNICIPAL CODE CANNON AND COLLEGE HIGH SCHOOL 1. 2. J. CITY OF CARLSBAD £NG/NEERING STANDARDS THIS SET OF PLANS WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & J. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON FXIST/NG C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFF/CF AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCT/ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT/ON, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENG/NEERING INSPECTION D£PARTM[NT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROV/0£0 -TELFPHONE NO. (760)438-3891. 6. NO TREFS OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT £NGINEFR. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN TH£ DFTECTOR CHFCK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. . 9. ALL POTABLE WA T[R AND RECYCLED WATER SERVICES SHALL BF 1" AND ALL METERS SHALL BF 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLF WATER LATERALS AND SEWER SFRVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERF TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH S[RVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS AR[ NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGR££S/£ACH GASKET). USE CERTAINTEED "VINY.L-/RON" H.D. FOR C900. REFERENCE DRAWINGS 404-7, SHEET 18 404-7, SHEET 13 404-7, SHEET 7 404-7, SHEET 1 D 433-6A, SHEET 7 404-7, SHEET 20 433-6, SHEET 11 459-9A, ROUGH GRADING LEGAL DISCRIPTION PORTION OF LOT D, MAP 823, IN TH£ CITY OF CARLSBAD COUNTY OF SAN D/£GO, STATE OF CALIFORNIA BASIS OF BEARINGS THE BASIS OF BEARING IS THF [ASTERL Y LINE OF ROS 17111 I.E. S 04'13"22" W SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TFD BY AREAIL AND Bill)_ METHODS FROM /NFORMA TION GA TH£RED ON JULY, 10TH 2008 BY CORNERSTONF SURVEYING TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 168-050-1900 168-050-4600 THE CALIFORNIA COORDINA T£ INDEX OF THIS PROJECT IS N 2001590 E--6""2"'4c4,.2..,9.,,3 _____ _ BENCH MARK DESCRIPTION: STANDARD M-10 STREET <. WELL MONUMENT !~ --JJ/ i;f ' --.. '-........_(PROPERTY LINE .1/f PROPERTY LINE~,- / 7 /IA.__EX. SEl'iER l;f I I ~...J /4 =-- EX. 14" WATER MAIN (TO BE ABANDONED) PER PR NO. 09-38 168-050-4600 co /4((__ --lli /4 °# 168-050-1900 . ~·P. W / 1/f' EX. l 4" WATERMAIN PROPOSED EASEMENT ~ ...Ji ///// (TO BE ABANDONED) 7· LINE PER NO. 09-37 ~#' ~6 r PROPOSED 16" RECYCLED STORM DRAIN vi WI WATER PIPELINE ( ) li f O __ L_INE NIC V"" --.. --.. I I 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 6. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. 7. SWMP, SWPPP AND HYDROLOGY REPORT PREPARED FOR CANNON AND COLLEGE HIGH SCHOOL. SWMP-STORMWA TER MANAGEMENT PLAN BY FLORES LUND DA TED APRIL 2010 HYDROLOGY BY FLORES LUND DA TED APRIL 2010 . SWMP # 0920 SWPPP BY FLORES LUND DA TED APRIL 2010 . SWPP # SW090031 DESCRIPTION EXISTING FENCE EXISTING CURB AND GUTTER EXISTING STORM DRAIN CURB INLET EXISTING STORM DRAIN EXISTING SEl'iER LINE LEGEND DWG. NO. SYMBOL ---so--- ---s--- --RW-- QUANTITY cANNoN~~~e~13;.!=f!;~5~=~i!fL---t-r--f, , II','.! ~ 0 --J --7..._,_____ RD. -~-= .~-· _ _ -'~w= ~ ~ -__J PROPERTY LINE ~~~T. 4 "'"" ~,, \sH~. 5 EXISTING RECYCLED WATER LINE EXISTING WA lIR MAIN PROPOSED FIRE HYDRANT, PER DWG 459-98 EXISTING UTILITY BOX . W-12 . ----w·--- NIC SHEET INDEX LEGEND DESCRIPTION PROPERTY LINE RIGHT-OF-WAY EXISTING EASEMENT PROPOSED EASEMENT PROPOSED WA lIR LINE PER 459-9B PROPOSED STORM DRAIN LINE PER 459-9C EXISTING RECYCLED WAlIR LINE PROPOSED RECYCLED WATER LINE EXISITNG SEl'iER LINE INDEX OF SHEETS SHEFT TITLE TITLE SHEET PROJECT NOTES FXISTING CONDITION AND DEMOLI T/ON PLAN PLAN & PROFILE STA 0+00-STA 10+00 PLAN & PROFILE STA 10+00-STA 16+00 PLAN & PROFILE STA 16+00-STA 21 + 71. 79 DETAILS SYMBOL --w-- --SD-- --RW-- ---RRW-- --s-- SHEET NUMBER 1 2 3 4 5 6 7 "DECLARATION OF RESPONSIBLE. CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THA t I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DFS/GN OF JHE .. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURR[NT STANDARDS. ,· I UNDERSTAND THAT THE CHFCK OF PROJECT DRAWINGS ·AND SPECIFICATIONS, BY TH£ CITY OF CARLSBAD D0£S NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ------------_:.-... ; FIRM: _____ F_LO_R_E_S_L_U_N_D_C_O_N_S_U_Ll_:A_N_TS __ ADDRESS: ---~72~2~0_TR=A~D~E~S~T~S~c~F:1~2~0 __ _ CITY, ST.: ---~SA~N~D=IE=G=O~CA~L=IF~O~R~N~IA~--- :~E-PH_Oj,N'.'.'.,E:::'.!~' ~u:::!'!~"l.s!!!Z':/=::.=~~6==26-1:_f' _____ DA TE: ~~,l~s-_/,_,v~----~ ~RYANLUND R.C.E. NO.: 36812 REGISTRATION EXP/RATION DA TE: --=6~/J~0~/;2=0~10~_ DATE: 05/04/10 SHEET INDEX MAP SCALE 1" = JOO' CITY OF OCEANSIDE 78 SITE CARLSBA GOLF COURSE CITY OF VISTA 1'<" "',,r_-'R~O~A!Jl-,~,,-1 i',~.,. ~ '<-0 CITY OF EXISTING CONTOURS RIGHT-OF-WAY PROPOSED 16" PVC RECYCLED WA lIR LINE PROPOSED 16" CML&C RECYCLED WATER LINE PROPOSED RESILIENT-l'iEDGE GATE VALVE PROPOSED BUTTERFLY VALVf. PROPOSED WATER LINE, PER DWG 459-98 PROPOSED WATER GATE VALVf., PER DWG 459-98 FUTURE CURB AND GUTTER FUTURE CENTER LINE PROPERTY LINE BLOW-OFF ASSEMBLY EXISTING EASEMENT -1-510""--- RW 1640 LF RW 685 LF W-16 181 :l.. W-17 · 181 2 w NIC .. W-16 · NIC ---------------- --NIC -. -- . W-6, W-11. 2 SAN MARCOS PROPOSED EASEMENT PACIFIC OCEAN t,loTE.: AVf. CITY OF ENCINITAS VICINITY MAP A.. yt1lid. 401 v~+er e;)1Aali~ ~r+if 1ca.+i0n is r•<t,1.11~ prior -to s-mr-1-~ C..Ol'l51"t1ACt1011 . . REDUCER W-7 +--AIR VACUUM ASSEMBLY TRENCH RESURFACING SA WCU T ASPHALT . GS-26, GS-29. ~/77/72 CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S)J!.Af.FLOW __ G.P.M. OUT OF~F.H.(S). BLDG. SPRINKLED YES/NO. .F.FLOW __ G.P.M. FIRE MARSHAL DATE "AS BUil T" CW-l,41/---- ) ... ..... INSPECTOR 2 235 SQ. FT. 65 LF DATE 7 DATE I SH1EET I CITY OF CARLSBAD I SHEETS I >----+-----<-----------------+---+-----<r-----<----t ENGINEERING DEPARTMENT 7 >----+-----i-----------------+---+-----ir-----i----t IMPROVEMENT PLANS FOR: "C" TANK RECYCLED WATER MAIN REALIGNMENT TITLE SHEET LOCA T/ON: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION (,54+92 PER BS 1800-1 FL C FLCJFEB LL.NJ CCNBU.. TANTB PLOTTED: 1: 48 P flG PRQ.JEC[ NO. C0742 ~If/to RFCORDED: COUNTY BENCH LEVELS fiO. VERT. CONTROL DATA) ELEVATION: 68. 4 79 DA TUM: NVGD OF 1929 PROFEBBl □NAL ENGINEERS OE~GN BY: AAK DRAYitt BY: AK/SLL 7220 TA>.OE STREET, 8UTE 'BJ. BAN DEOO. CALFCFNA Be121 REViEl'l£D BY: AK/WRL (BeBJ eee B FAX{BeB)eee-CJ:E7 UPDATED 8Y: slewrs DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL '< I II <=,Vf' DA TE INITIAL OTHER APPROVAL CITY APPROVAL 11 DATE DWN BY: =r--PROJECT NO. CHKD BY:(ft. PDOB-07 RVWD BY: I DRAl',JNG NO. 459-9 I '. I \ • 102110 021711 0 ..... :::E 0 G') -h .i:,. -..J 01 t 1. RECLAIMED WATER NOTES 1. 2. 3. 4. 5. 6. 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FDR CONSTRUCTION OF RECLAIMED WATER MAINS" OA TED OCTOBER, 1993. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLA/MEO WATER LINES ANO POTABLE WATER LINES IS STR/CTL Y PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. THE /RR/GA TION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. THE FOLLOWING MORNING (SPOT /RR/GA TION COULD BE OONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH /RR/GA TION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIB/ TED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. 12. QUICK COUPLING VALVES SHALL HA VE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL !RR/GA TION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) ANO LAID WI TH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARA T/ON BETWEEN POTABLE WATER AND RECLA/MEO WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RA/NB/RD #44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL. 0. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "oo NOT DRINK" ON THESE PLANS. *23. AN ON-SITE USER/SUPERVISOR SHALL BE DES/GNA TED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, ANO THE SPECIFIC REQUIREMENTS OF A RECLA/MEO WATER SYSTEM. COPIES OF THE DESIGNATION, WI TH CONTACT PHONE NUMBERS SHALL BE PROV/OED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT AARON GOLDE OR AFTER HOURS CONTACT AARON GOLDE AT (760) 331-5000 AT (760) 331-5000 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. * ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR RECLAIMED WATER. ITEM NO. 22 THE S/GNAGE PLAN SHALL THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR WATER. r BLACK LOGO /PURPLE BACKROUND / 1" TO THE ACTUAL USE OF BE PART OF THIS I.P. BUT TO ACTUAL USE OF R.C. BLACK LETTERS SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECLAIMED WATER US[ A. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. ANO 6: 00 A.M. ONLY. WATERING OUTS/OE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED OUR/NG USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONO/NG. THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FACILITA TEO BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PATIOS ANO LOTS, AND STREETS AND SIDEWALKS. 0. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECLAIMED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR /RR/GA T/ON PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR /-/ANO AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MOO/FICA TIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO,ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. 2. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA T/ON TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECLAIMED WATER -00 NOT DRINK" IMPRINTED ON ONE SIDE, ANO "AV/SO -AGUA /MPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE· TAG SHALL BE A TTACHEO TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE !OENTIFIEO AS RECLA/MEO WATER SPRINKLER HEADS. G. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TEO EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN . BEARING THE WORDS "RECLAIMED WATER USED FOR /RR/GA TION" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE REAOIL Y SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARA T/ON (HORIZONTALLY ANO VERT/CALLY). D. PIPE IDENTIFICATION. . E. POINTS-OF-CONNECTION (Poe's). F. LOCATION AND /DENT/FICA TION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SI TE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: 3. A. 8. C. D. E. F. G. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA ANO PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, ANO PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B ANO PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. / 36" (N.T.S.) WARNING RECLAIMED WATER DO NOT DRINK 12" X 36" SIZE WARNING RECLAIMED WATER DO NOT DRINK AVISO-AGUA IMPURA N TOMAR 1" BLACK LETTERS 2" BLACK LETTERS .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS AVISO-AGUA IMPURA NO TOMAR 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS F LC FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 7220 TRADE STREET, SUITE 120, SAN DEG□, CALFORNA 82121 (858) 568-0626 FAX (868] 666-0627 ,;,,,. f)BergerABAM FLORES LUND CONSULTANTS PROPOSED :~~OJry ~I ~~~Mio~~~ ~~lo~~ ~t1·~tv 1-----------------118.00' --------j,-----+--, --------t--------1: ,__ __________ 67.00' -----------<---+------51.00' ---t-· --------,, · 2:1 SLOPE , _________ 57.00' _________ , _______ 41.00' _____ _, 10.00' 8.00' 62.00· -1 6 : 11'-->-l::~..._•_·~--32.00· ---+-_, 10.00· L ~ ,-30.00' ----•-ii R ::D 6"'-HIGH CURB P.C.C. 6"' -HIGH CURB M DIAN & GUTTER FUIURE SIDEWALK ~& GUTTER AC PAVEMENT 27. .B. 27. SIDEWALK 2: I -, 7.00' 1-FU fURE VSTORM DRAIN FUTLRE SEWER~ ~SLOPE 6.00' ~1 10.00' I-"'- 6--_ 12· POTABLE WATER 'o q PROPOSED PER DWG 459-98 \_ 16" RECLAIMED PROPOSED R/W, PL NORTHERLY A 3 PRIVATE ACCESS ROAD SECTION A-A NTS ULTIMATE STREET ~ PROPOSED t EASEMENT !-----------------102.00' ,------37.00' WATER PROPOSED EASEMENT 37.00' PROPOSED R/W, PL SOUlliERLY ' --------51.00' --------------+---51.00' -------- --1 10.00' !------32.0C -----1--18.00' --1--i---+---32.00' ----+--1 10.00' 1-- 8.00' f----115.00'-6' .--t---+--30.00' ---- 1 "' 2:1 'ZOPE FUTLRE CURB FU rRE (& GUTTE-R P.C.C. ~AEI IEANO 1~ 10525 vi,ta Sorro,nto Parkway, Suite 350 San DieQo, California 92121 '-.. FU IURE SIDEWALK 27. • FUIURE SIDEWALK ,~• ;:.~.::;. •~G~B·=+...i--+-~27.~, =----t-~,.'.S~IDE:'IIW~ALK~ --µ.___,---""""' E AC '---1 16.00' 10.00' t 6"'-HIGH CURB PAVEMENT 12" POTABLE WATER 7.00' 1-& GUTTER / PROPOSED/ n FUTIJ E 16" RECLAIMED PER DWG 459-9B FUTURE~ SEW~R WATER STORM DRAIN B 3 EDGE OF GRADED ROAD PRIVATE ACCESS ROAD SECTION B-8 NTS PROPOSED EASEMENT ~ PROPOSED ~ EASEMENT 20 O' EASE ENT~ 20 100' PRO~SED ~ GR DED R D 10.0' - I EDGE OF GRADED ROAD EXISTING SURF ACE \ ---------- 2: 1 SLOPE -2r.. -L -f_ EXISTING SURFACE -- PROPOSED 16" PVC, J;>R·18 5.00' C-905, 618L-:--,12.!io6,---0----r RECLAIMED WATER LINE [ C 3 PRIVATE ACCESS ROAD SECTION C-C NTS - 6"'-HIGH CURB & GUffiR "AS·BUIL"t RECORD DBAWINO Toll record drawing hu been pr9PINd based upon lnfonnation furnished by While this information ti believed to be reliable, Flores Lund Consultants cannot assure its accuracy or complaness. Those relying on this record document are adYised to obtain ndlpendent verification of its ■ccuracy, CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" beforo apZ7jJ;;/-'"' ().J.;l,/;;c;~-'--'~1,/7--&/¾/;/-~/,,,,/2,, NAME 1 RCE NO. EXPIRES D!\fE REQUIREMENTS ~~1: d2ulli. NO. OF F.H.(S).l!.,&.F.FLOW G.P.M. OUT OF __ F.H.(S). ~ EXP. ///n,/2#, I I BLDG. SPRINKLED YES/NO. .F.FLOW G.P.M. DATE R:rBY: ~ FIRE MARSHAL DATE ~/21/J~ 1 111/d ~ ~, ' INSPECTOR DATE I SH2ET I CITY OF CARLSBAD I SH?TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: "C" TANK RECYCLED WATER MAIN REALIGNMENT NOTES OA[E: 05/04/10 PLOfTED: 1: 49 p FLC PROJECT NO. C0742. DESIGN BY: AAK AP.~Dxv'a:,AN~. ~o SENIOR CIVIL ENGINEER PE 412104 EXPIRES 3/31/11 DATE DRA'lrN BY: AK/SLL REVIE'M;:D EJY: AK/WRL UPDAfED BY: slewis /l\ OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:\ (.C., PD08-07 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 459-9 \ 102110 0 I\) :E 0 G') -h .,:.. -..J 01 ~ 71/ff/Y 1/ 1;1; 1/ / ~ ~-V,/, 71), I // /_ i ~;~ {f I ~ 11 /I @ I :{(/;0,0 ff; ~ 1/--~' ,----, {f,i~1@ '0 /4 ~ ~ I {1W, -2 , , I~ /) $(:) ,,., .. , ~ ..~;6 //LL/ ~~ £:=:::. ,. 1 .. (/ ,,,<%I/ .... -=:..::-,::;:--.:=-'- EXISTING 60' -\\1DE PIPELINE EASEMENT PER OFFICIAL RECORDS AS FILE NUMBER 1988-0805496, REC. 12-11-1988 /jfJ{; ' / // __.,,,~ / / ,.,., / ·;;e / ~ / / ~N OAD =::;z:::::::;i::=::=;e / '11,,(HGL 384) , SHT. 18 TER (HGL 375) D -7, SHT. 7 __ SI - I );f ' ,/ ''P' . /4 .· ~ - _ig-4~/ . . v / ,// RT i' .. R 0/, /~ 1/ ~/ / / A // f'#J: / ~ ■ CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job oite conditions during the course of construction of the project, including safety of all persons end property; that this requirement shall be made to apply continuously and not be limited to normal working hours, end construction contractor further agrees to defend, indemnify end hold design professional harmless from ony end oil liability, reel or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design profesoionol. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. / / F LC FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 506 W. GAAHAtvl AVEN....EB5SUTE 104. LAKE ELSNORE, CALFOFNA 82530 (858] 566-0626 FAX ( 1) 471-1635 1-EAD Cf'FICE: 7220 TRADE STREE1i SUITE 120. SAN DIEGO, CALIFORNIA 92121 [858] 586-0828 FAX ( 58) 566-0627 www.fl□rsslundc□m DAIE: May 04 2010 PLO TIED: FLC PROJECT NO. C0742 DESIGN BY: AAK DRAViN 8Y: SLL REVIEWED BY: WRL UPDA!ED BY: I I GRAPHIC SCALE 60 0 60 " · .. 120 SCALE: 1" • 60'-0" \ \ I I / DATE INITIAL ENGINEER OF WORK /1\ DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL NNECT TO EX. A MAIN STALL 45' (FLXFL) WELDED 111TH THRUST BLOCK, "x14" REDUCER (FLXFL) WELDED. BURIED SULATING FLANGE PER CM\\1l SID DWG W-31, ND BUTT-STRAP TO EXISITNG 111TH HANO HOLES RATION .,,, ,._____~ ROPOSED 20' -\11DE ~ IPEUNE EASEMENT ~ ER PR NO. 09-37 l~ +1-.l~ g 'J .(. <.. .:.i;.-.. c:::: PROPOSED RW 6" ~,'<I, ~CML&C ~ . GH • ROPOSED RW 16" ML&C DATE INITIAL CITY APPROVAL I ti -INDICATES PORTIONS OF PIPE TO """""""""""""'::.1 BE ABANDONED OR REMOVED "AS BUILT" (l~ r -i./ia/11 P.E.=== -EXP. ~/'3o,/.l.!,l DATE R~ED BY: ~ t/4:,;}~ ~ tL 11~-' I INSPECTOR DATE I SH3ET I CITY OF CARLSBAD I SH?TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: "C" TANK RECYCLED WATER MAIN REALIGNMENT OVERALL AND DEMOLITION PLAN A~Er.~ V~~Kl r,,/8/Jo . ~~0· SENIOR CIVIL ENGINEER PE 412104 EXPIRES 3/31 /11 • • DATE OWN BY: C PROJECT NO. DRAWING NO. CHKD BY· fi(, PD08-07 459-9 RVWD BY: ' I 102110 106 ' • CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in cannec_tion with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for: .. unauthorized changes to or uses of these plans. All changes to the plans must be in writing ,and must be approved by the preparer of these plans. FL C FLORES LLJ\ID CONSULTANTS PRCJFESSICJNAL ENGINEERS 508 W. GRAHAM AVEN...E, SUTE '04. LAKE EL~, CALFOFNA 82530 l858] 568-0626 FAX (951) 47'r1635 1---EAO a=FCE: 7220 TRADE STREET! SUITE 120. SAN DIEGO. CALIFORNIA 82121 [858) 568·0626 FAX (t:i58) 666--0627 www.floreelund.com DAfE: Muy 04 2010 PLOf!ED: FLC PROJEC[ NO. C0742 OESIGN BY: AAK DRA\'jN BY: SLL REVIE'll[D BY: WRL UPOAIED BY: SCALE 1" = 40'-o" • 36812 Exp,e, 6/YJ/2010 "'VI 40 ,. ii GRAPHIC SCALE 0 40 SCALE: 1" a 40'-0" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I DATE ----------------1-------·-------------------------------------• ---·---··· ------·r -·-·-··--·-----------· ---·---------·---·----------------- 10 11 10 STA: 9+67.52 2" POTABLE WATER FOR IRRIGATION SERVICE AND 1 1 /2" METER AND BACKFLOW ASSEMBLY (FOR REFERENCE ONLY, PER 459-98) (NIC) STA: 9+ 77.52 4" POTABLE WATER SERVICE AND 3' METER AND BACKFLOW ASSEMBLY Ii I (FOR REFERENCE ONLY, PER 459-98) (NIC) -tj" / IB :r: Cf) INITIAL DATE RECLAIMED WATER DATA TABLE: 0 BEARING/DELTA RADIUS LENGTH REMARKS 2 3 4 5 INITIAL N 53'38 29" E T54 or 1384.00' N 61"15'38" E 7'5344 1416.00 N 53'21'54" E 204.74 190.84' 202.28 195.13 275.95' 16" PVC C-905 DR-18 16" PVC C-905 DR-18 16 PVC. C-905. DR-18 15· PVC. C-905. DR-18 16" PVC. C-905. DR-18 "AS BU I LT" wJ/ctd .p P.E Z:..k'/Z. EXP. t;,,/:,ohf IMPROVEMENT PLANS FOR: "C" TANK RECYCLED WATER MAIN REALIGNMENT PLAN & PROFILE STA. Ot0·1 -10t00 AP~o';l"z:'.i~N,fl 'ef~LZO SENIOR CIVIL ENGINEER PE 412104 EXPIRES 3 /31 111 DA TE DWN BYD~--PROJECT NO. DRAWING NO. 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STA: 12+09.01 i, POST MARKER , -; HORIZONTAl-BENQ__--...__ -......:::,. 8" POTABLE WATER FOR FIRE SERVICE \P~R DWG. S-9" /\ I \/ ---..___---J!i.SfALL 45' (PJXPJfELBO~ PROP. 1.0.D. PER (FOR REFERENCE ONLY, PER DWG. S oFFSEr l..EF[ 1_ -/ l WITH-THRUSLBLOCK, ~ll =.:J.b. 1' SF' DOC# cJ.Q1o·<>Sl~S'-459-98) (NIC) f W~JEI'> IJN~ \~----------E§._f\ CMWQ \0/•I-£ ---...._ z ?~ 10-1<\-~ i\"'= .><;,.1..,,0 \ I '\ !FUTURE R/W Lr9:=="---2--=--/ 1~j'R0--===:--..........___ ~ L\ f / ,\\, \ : ·, j ~-\ .C: -=---= ~ 1Y Jt$ ,-f~~~~~~N~~~i'~<;,l;-.l~.•:;> · o-> ~ 130 ~ -...., , ::\ 0 _ I , / / V-........._-~· 'I , -,. c:,, 0 0 ~ -", -' ' --' ---: '" .,-·;~l-l===: ~-=======I:~-; 20' CHAIN LINK GATE i, / ~ STA:-14+46·2) __ '<""" -1-_, '--~\ I ~ ~, ~ PER SDRSD SDM-114 1/---......_~ '---,.Zl:IQRIZONTAL BEND <( ~Bn~~CE '\~ · ~ \ ~. m :--.. 1 / (PER WG 59 ) /-/1 / ...__ / INSTALL 90'-(PJXPJ)----.. ~ 6" ~r 459~ \ ~ f ~~\It.~~:~j ~~ . .>00>·~\Jo~ I ,/ 1-~ \,) (NIC) D . 4 -:__ 1~ :,,Jw'. 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H.l,QoO,o~,r'-1. 16" PVC, C905, DR-18 ✓,,..----;Bl!!!=::--c-=--F-~1-,-s,-0--c-----------------------~ f'IZ. , 0 ,s 4<:.H<>,,c<.\-1-.-------li!E Consulting Engineers & Land Surveyors of California SCALE : 1" = 40' -0" Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify a~d hold design professional harmless from any and all liability, reel or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design profeasionol. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. F 1....9~0RES LUND CONSLLTANTS k,:,:!"HOFESS!ONAL ENGINEERS --~ . ~er'566~~~~i,-'?~AKE ELSN:f!E, CALFCR'JA 82530 1----EAD CFFICE: \ 7220 TRADE STREET, SUITE 120. SAN DIEGO, CALIFOR~A 92121 (858] 566-0626 FAX [858) 566-0627 www.floreslund.com DAfE: Moy 04 2010 PlOfTED: FLC PROJECf NO. C0742 DESIGN BY: AAK DRAWN BY: SLL REVlEWED BY: WRL UPDAIEO BY: Elpires 6/J0/2010 ,-./VP 40 GRAPHIC SCALE 0 40 SCALE: 1" a 40'·0" RECLAIMED WATER DATA TABLE: 0 BEARING/DELTA RADIUS LENGTH REMARKS 5 N 53'21 54 E 275.95 16 PVC, C 905, DR 18 6 7'53 44 1416.00 195.13 16" PVC, C 905, DR 18 7 N 45·23 10" E 181.22 16' PVC, C-905, DR-18 8 N 44'31 50" W 97.05' 16" PVC, C-905, DR-18 9 N 00'2810" E 5.67 16" PVC, C-905, DR 18 12 N 00'28'1 Q" E 112.42' 16" CML&C WITH TAPE "AS BUil T" ~ z✓/u/2/ DATE INSPECTOR 1 DATE l---+-----t------------1---+-----l---1----1 I SHSEET I CITY OF CARLSBAD I SHE7ETS I ~==:..':::==E:::N:::G:::IN:::E"'E:::R:::IN:::G:::::::::DE=:P:::A:::R'::T:::M:::EN:::T:'::==:::::__==:=~ /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: "C" TANK RECYCLED 1NATER MAIN REALIGNMENT PLAN & PROFILE STA 10+00 -16;00 AP~ x:Ev,;;, P~. ?J/Bjlo SENIOR CIVIL ENGINEER PE 412104 EXPIRES 3/31 /11 DAIT g~~D B~~{M I PROJECT NO. I DRAWING NO. RVWD BY: . PD08-07 . 459-9 102110 __-=-coMSTRU Cl ~ 00 .00 1 tP -:_ : .. -.. . . .. . -. :: =--: . . ·--· . -. ·. 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I,..--·-·. --···----·-- --------~--··-··-----------··--·······---·--------------··--·-··----------1---·--· --.. -·--------jr-------·---·····-t--------· ···------------------..... ---·--·---,_ ---·------ ----------· -------.. ---·----. ----· ----------. ------------- --·-r-----· -----·-· --------. -. -------·-· --------·-·-· . -----· ··--;-------· -·----· -. ---.. ·----· .. ---· . ----· -. -·---· ------... --- -----------·-. ---· --------· -·---· -·-----------------------· -----·-· -·---. ·····-·--·--·------. -----·-· -----------·-----· ----·-· --·I--··---· ---·-·-· ·- 16 17 STA. 17+17.13 SCALE: PRORLE HORIZONTAL: 1" = 40' VER TI CAL: 1" = 4' SCALE : 1 • = 40' --o• / ■ CELSQC Con ■ultlng Engineer■ &: Lond Surveyor■ of Callfomia Construction contractor agrees that In accordance with generally accepted conatructlon practices, construction contractor will be rsqulred to a11ume sole and complete rsspon■lblllty for job site conditions during the cour■e of construction of the project, Including safety of all persona and property; that thi■ requirement ■hall be made to apply continuou■ly and not be limited to normal working hour■, and con■truction contractor further agrse■ to defend, indemnify and hold design profe■■lonal harmle■■ from any and all liability, rsal or alleged, in connection with the performance of work on this project, excepting liability arl■ing from the sole negligence of design professional. CAUTION: The engineer preparing the■e plan■ will not be rs1pon1ible for, or liable far, unauthorized change■ to or u■ea of these plan■. All change■ to the plan, mu ■t be In writing ,and must be approved by the preparer of these plan■. F L;C ,., , e , .u.c CONSLL TANTS PAOFEBBIONAL ENGINEERS 1~.n;,1•= '}~~~w-B.8NH. C-'lFCJNA El263J f<!A[JCffCe ~JlW'I, BTJ:P~ CEGO, CALFCRW. 9l!'e1 www.floreelnclaom -"· .. DAI[: May 04 2010 PLD[l[D: FLC PRDJ£CT HD. C07 42 DESIGH BY: AAK DRA>N BY: SLL RE~Ei,£D BY: WRL UPDATED B'r': 18 19 OF WATS.r;-.. UN Ee SCALE : 1" = 40'-0" GRAPHIC SCALE 40 0 40 SCALE: 1' = 40'-0" fu 22 . RECLAIMED WATER DATA TABLE: © BEARING/DELTA RADIUS LENGTH REMARKS 10 N 1., ,n 50 W 55.73 16 CML&C 111TH TAPE 11 N 11"43'10" E 454.62 16 CML&C 111TH TAPE 12 N 00'2810-E 112.42. 16-CML&C 111TH TAPE "AS BUil T" ~h✓ l 16" CML&C j DATE R~BY: , t tl CJ'A,;_. INSPECTOR If, /4 7 /; tj / DATE I SH6EET I CITY OF CARLSBAD I SHEETS I t-------+---+----------------+----+----1---l------.l ENGINEERING DEPARTMENT 7 1-----i----t-----------------+-----+---+---+-----I 1../1//1 6Vr' DA TE INITIAL DA TE . INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OlHER ·APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: "C" TANK RECYCLED WATER MAIN REALIGNMENT PLAN & PROFILE STA.16+00 , 21-165 69 APPim~: x=NvZ PW' w/Mo SENl;;r;;: ENGINEER PE 41210-1-EXPIRES 3/31/11 DATE OWN BY: h PROJECT NO. I DRAWING NO. ~~~ ~~~ w.. PD08-07 . 459-9 • I I \ 102110 021711 IT A WAl[ER 24• DIA PLAN (DoR@ .._ _____ ,_ __ I )-® I I. :... ' I SECTION A-A DOMESTIC WATER NOTES: 8 ..... B~ -0 @ PLAN : B 24" DIA. 3 RISER SHALL NO r----::::: r, )--® REST ON BONNET OF I/Al VE. t2• MIN. I CLEARANCE . ( :... I SECTION B-B • RECLAIMED 1/1/A TER j_ • "' I. IN NON-ROAD AREAS PLACE MARKER POST NEXT TO I/AL VE BOX ASSEI.IBLY AS DIRECTED BY THE U!GINEER. ( SEE DRAWING NO. 23 ). 2. SEE DRAWING NO. 23 FOR CATE VALVE EXTENSION. 3. UPPER SIDE OF LID TO RECIEI/E 2 COATS or PAINT. SEE SPECIFICATIONS FOR PAIN IING REQUIREMENTS, ( PAGE 4 ). VAL. BOX &. C011£R ~UH AND ff H M K WA I • AL DOX & COvtR FCR N A 8 X & CO'll:R MARK£ , l:l CH ASPHALT OATED WEL CASING. CWCR IDENTIFY C BY CLASS 5GO-C-J250 REV. APPROVED DA TE CARLSBAD MUNICIPAL WATER DISTRICT VALVE BOX ASSEMBLY LOCATDN or MAl<CORJr;-SW. 101--~ @1---- C X flP 90' BEND C X flP 45' BEND SILVER SGLDER i;i; go· ELL (st YER SCLDER"" ------------------------------------------ TEM DESCR PTION 1 OUTLET ON PVC PR -RC PIP 2 OUTLET ON AC PIPE J OIJTLET ON CML& S L PP 4 T T ON DUCT! IRON PIPE 5 ~ COf-'P[H ~EHVIC[ f.llP[. IYP[ K SOFT. GIIY ENGINEf.K DJ.Jr ,rmoAAU OIIG-NO. W 13 ® ~!OTES: 1. SEE SPECIFICATIONS FOR SOLDERING REQUIREMENTS 2. SEE SPECIFICATIONS FOR LID rJAIN [ING f<[rJUlf~[M[N rs 3. SEE IMPROVEMENT PLANS FOR ASSEMBLY SIZE. JO LB. ZINC ANODE \!1!H NIOOE LEAD \11RE PER STD. 01\C. NO 15. SPEC11.\'&._ W-8 W-8 W-9 W-9 6 __ 2 ANGLE METER STOP_ 7 2' METER COMPANION F"L•NmlG~E~. -rB"'R~A~s=s~/~l'"T"S'A~N~D'B~Ol~TS~. -----jf------1 8 2 BHA~S S mu r ELL A APT R-' .1.P. X 1 I HT W 1 ' P 10 1:.C fJIA. C.:.I. VALV[ BOX C:OV[r? MAHK[D WATER OR RECYC D WAT R 11 30'' DIA.~ETER X 8 THICK NCRETE RING --12..... __ ......J.~. A'IITY F\'I R PIPF -R - REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 2' BLOW-OFF / MANUAL AIR RELEASE ASSEMBLIES _ la,,tT),i...,, "'( zb/4 (;II I' F}j(;J;-M_;--DA TE STAJ'WARD O'l'IC. NO. W-6 fl CELSQC Consulting Engineers & Land Surveyors of California Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. [IUl~ll~Q SUHFACE (rYP./ "' N01ES: l\: [lj --® I. er ,?o'EfL!AIION~ FOR . ~ R(Q ffMt:1 S. 1,.; t CD 2'ffii~!raif~t2R/;\lt p.1,PJ CAIE VAL'/f.. • hi @ PVC If. DiPrf -.: I , ' I 1 PIPE. L , -r LJ ·l' ;,,:~@ :-.:;,, ., .. "'. ''·. 4 ,,...., Tf1ENCH ELEVATION REINFORCING PVC PIPE STEEL DETAIL. 12' Qr Milr 'MOfH . MIN. -FITTING 0.0. . JR<WH -~ Ll 31 -... NO. i BAR =-@ "-'" (2 EA. f'IP.) . ,~~ ~ 'I" I . 111 i!,1 ''g-~ ,, "" 6' FLXFL 1 "· , ~~ \.··ti _2_,"" © .::.~~ ·: ·-. ~-~:, '.,;"i:~ --~~ CATE VALVE.. .\--® . -J\% _:i,. ' ' .'.: !~ :J;{i ''ml ~ I SIEELq I @--:"·'·. ·_,';.·,;'.J,;i_,.~;:.\•· . !I "' PIPE. 7 I N-~ .... :·::~--.-: . ~.: :i·-:.;:,: ~!;,:~ .,:~·:-. :~\.~_·;: ~"' -~ J-,-----. "' ~, ~,, TRENCH SECTION TRENCH ELEVATION (IYPICAL) STEEL PIPE ITEM DESCRIPTION su.o:,~ 1 CATE VAL'II:: 2 POL YEnlYLENE WRAP. 3 NO. -1-REINfORCINC STEEL. 4 CONCREIE THRUSTIANCHOR BLOCK. 13250 P.S.l.l 560 C 3250 19 s VA AOX ASSEMB' Y, 1:l REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT /✓>L. tf-2._..:..... 6-04 --GATE VALVE INSTALLATION QrY ENGINEER DME P.V.C., D.I.P., a STEEL PIPE. STANDARD-DI/Ki. NO, Wl6 . JHE lff[_ @+---; @ 510En'ALK .. ~ ·-. -7 ' 6''--1 6 ~~ ~, u . -· =·=·::.=I· ~±--J E~ i~G.i~~ ~ @ □R@ . - CONNE T TO Oc,UTLEl' ASSY. 3 1) -• UR @ ~ 111::t.l NOTES: I, SEE SPEC1f1CAT!ONS fOR SCt.OE,ONG REQUIREtAU~TS. 2. SEE SPECJf!CATIONS fOR PAltHlNQ REOUIREM::::NTS. 3. '.3£[ IM?R0YO.4EN1 Pl .... NS FOR ASSf_f-.48'... Y !;'ZE. 4, ALL VAL\oES ,i,No fllTlN.CS SHALL BE SAME SIZE AS AJR '-.tNl INLE I. 5. POSITON ANCDE MIDWAY BETWEEN PIPELINE ANU VALVE 1:HJX. OESCRIP IION PEC DWG ITEM DESCRIPTION 1• COPPER, {TYPE 'K' , SOFTj. 2" 14 2 COPPER ADATER, COPPER PEC 01\'G t:::Ljj"z'Ot!l'j:jP[ti·ri::'.scQ]· IK:EP"i.lP[[l'. 'l!ltYlt'[1mt""o"°~1'!;·1t=w;;;d SOLDER JOINT x MALE IPT, ~ OUTLET ON AC PIPE JJ ~=8 -15-29if--_,,rl,..,.~""i"'Eb""'5°'1T'"U°"BE"'""S~TR~C~P~LG~.--f-----l '1 TL T O CML&C STEEL PIPE W-9 COPPER x MALE lfl I 0-150 PSI V 17 2" Cl 125 CAST BRONZE 9D' W W,nl F M IPT 8 METER BOX & VER 18 2' BRASS PIPE, REGULAR WALL NO, . EA WITH MALE IPT 19 30 ,30 x6 CONCRETE PAD 20 2'' COM3. AIR RETEASE AND VACUU,~ VALVE, FEMALE IPT ll AVl A~:ilMEIL Y (NGL0$UH£ vrz.:\!]i...-1!!,I.+T-4-~~ J/Jk, . ABOVE SURFACE I 8 2' AIR-VACUUM VALVE CITY ENC/NE o,r, ASSEMBLY a APPURTENANCE ,mm"'° oYot. ,,o. W-7 F LC FLORES LUl'O CONSULTANTS PRDFESSJDNAL. ENGJNEE;RS BOB W. ffiAHAM AVENLE1-,.BUTE '04. LAKE ELSt.oRE, CALFORNA 82530 {B58) 566-0826 FAX [801) 47'1-1635 1-EAD l:l'HCE: 7220 TRADE STREE°G SUITE 120, BAN DIEGO, CALIFORNA 92121 {858) 566-0828 FAX [o58) 568-0827 www.floreelund.com DArE: May 17 2010 PLOTTED: FLC PROJECT NO. C0742 DESIGN BY: AAK DRAWN BY: SLL REVIEWED BY: WRL UPDATED BY: 30" LINE VALVE INSTALLATION BUTTERFLY OR PLUG 1/ALVE. I UI z 1-w o g: 3: (-(9 (:j") 1 6" MIN. 6 . -11,:r 1 p. V. ~==~~--. r "' ".U.,:\',j:-,~-:;~(i:::,.:,::-:;;=~:;::-= _rn-~111,i,_2"" ,+-t '--p _-. v-. c-. -I ~ ·•t-llr 1 ;xi~' •rQ) -111-ur-< @) \~1 • I V [ (0 J_ '" NOTE: I ALL 8URIED NIJTS MD BC.US SHALL BE s! WAX TAl'E COAll:JJ P£H Sl'EC. OY:J02 Q_ TEE ASSEMBLY rlEM DESCRIPTION SPEC1DWG 1 2 4 5 6 7 8 n 111 FOR A.C.P. JO LONG Fl X PJ WALL PIPE. FOR P.V.C. 30" LONG Fl X MJ WALL PIPC'~-------- NU. 4 H[JNrOl~CING ~.i"f[[L 6" 0.C. EACH 'NAY. CONCRETE THRUST BLOCK. f 32!>0 P.S.I. l 5130 C-3250 POL YE"JHYL>NE ENCASEMENT FOR P. V.C. -FL X P-J ADAPTER. r • P.V.C. ~L v I ADAPTER. C(JNCR[T[ SUPPORT, ~A~Jf Ff'0. F:IU r l[Jffl y OJI Pl lJG VAL vr W-19 REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT ~• , -," , , , ~l-=1~~~:1~~1~==~=~~~1~~,~~~~r-••o~d BUTTERFL y & PLUG VALVE CllY '"'"'"'-" DAIT INSTALLATION FOR P.V.C. Sr,\.'()ARO DWG. ,n W-17 :.! 11. E/,CH F,!lCE: &: __ \ L.....__2 ~ 0:ACH FAC[ !< EACH $[:[ O' PIPE CACI( !,!OC or PIPE ANCHOR BLOCK SECTION ANCHOR BLOCK ELEVATION SLOPE SECTION P!P[ A I B IC 0 SIZ[ I I 4 ,, ,Ill OIMC:~0M, 3 2 G" CA~C1.A.AT£D ,__ 8" IHW~W~ ~ ~ -'NO !WfU,ITT~D 12• rOI! .l..~PftOVAL DIP SECTION ITEM DESCRIPTION SPEC/DWG STEEL Pl?E, CML&C, YlcLDED JOINTS 2 FLANG[ X f'U~iH ,/OIN I AOAI-' IUtt 3 CONCRq, ANCHOR BLOCK WITH REINFORCING STEEL 4 1" THICK X 3" HIGH \>ELD STL RING CARLSBAD MUNICIPAL WATER DISTRICT 11 _ .._ -r, Li'.,nJ: ih/41 l---+--~-l----1 WELDED STEEL PIPE SECTION WITH THRUST cm EN>Nt'° 'J c,rc REV. APPROVED DA TE WALLS FOR SLOPES AND DIPS STANCARO DWO. NQ. W-34 EXISTING 2" BLOW-OFF ASSEMBLY PER CMWD ~ STD. DWG. NO. W6 EXISTING 16" FLG DI CROSS 111TH CONCRETE THRUST BLOCKS EXISTING 16" FLG BFV PER CMWD STD. DWG. NOS. W13, EXISTING 16" RECYCLED WATER MAIN EXISTING 16" FLG BFV PER CMWD STD. DWG. NOS. W13, 16" FLGxPUSH-ON ADAPTER 2" BLOW-OFF ASSEMBLY (FLXPJ) PER CMWD STD. DWG. NO. W6 PROPOSED 16" EXISTING 2'' BLOW-OFF ASSEMBLY PER CMWD ~ STD. DWG. NO. W6 I D EXISTING 16" FLG DI CROSS 111TH CONCRETE THRUST BLOCKS EXISTING 16" EXISTING 16" RECYCLED WATER MAIN EXISTING 16" FLG BFV PER CM\\1l STD. DWG. NOS. W13, 16" FLGxPUSH-ON ADAPTER EXISTING 8" RECYCLED WATER MAIN 16" FLGxPUSH-ON ADAPTER r RECYCLED WATER MAIN RECYCLED WATER MAIN 2'' BLOW-OFF ASSEMBLY PER CMWD STD. DWG. NO. W6 \, I h E:<l.$Tit.lG CI-IOUIID - EXISTING 2'' BLOW-OFF ASSEMBLY PER CMWD STD. DWG. NO. W6 EXISTING 16" RECYCLED WATER MAIN EXISTING 2" BLOW-OFF ASSEMBLY PER CMWD STD. DWG. NO. W6 L..Jll-.,..-~-lll---1-~lJ..L-.c 0 16" BFV (FLXFL) PER CMWD STD. "' DWG. NOS. W17 3 "'-EXISTING 16" FLG BFY PER CM\\1l STD. DWG. NOS. W13, 16" FLGxPUSH-ON ADAPTER <._>--...____,~EXISTING 16" RECYCLED WATER MAIN PROPOSED CONFIGURATION EXISTING 2" BLOW-OFF ASSEMBLY PER CMWD STD. DWG. NO. W6 EXISTING 16" FLG BFV PER CMWD STD. DWG. NOS. W13, 16" FLGxPUSH-ON ADAPTER EXISTING 2" BLOW-OFF ASSEMBLY PER CMWD STD. DWG. NO. W6 EXISTING 8" FLG RWGV PER CMWD STD. DWG. NOS. W13 AND W16, 8" FLGxPUSH-ON ADAPTER EXISTING 16"X8" REDUCER EXISTING 16" FLG BFV PER CMWD STD. DWG. NOS. V/13, 16" FLGxPUSH-ON ADAPTER EXISTING 16" RECYCLED WATER MAIN EXISTING CONFIGURATION CONNECT TO EXISTING 16" WATER MAIN DETAIL I 1/1" B(>fl ' ··[ 1- ' -r E 1/1 ~ f--(j) R I S-o~ I SH.NOARD CAST IROM ~ANHDLE ' FR,',ME &: COVER -SE[ D'hC. NO. S-'1-. I 6'7 ' N.T.S. EXISTING 14" CML&C RECYCLED WATER MAIN TO BE ABANDONED IN PLACE / ~ PLUG END OF EXISTING PIPE 111TH -. • z_ CONCRETE OR SLURRY FILL. . EXISTING 14" CML&C RECYCLED · (WATER MAIN TO BE REMOVED PROPOSED 14" RWGV (FLXFL) ~ AS NESSESARY PER DWG NO. W13 AND W16 ~ TRUS~ BLOCK, PROPOSED 16" CML&C SIZE -13.0 SF, RECYCLED WATER MAIN l "' "' _·. ·. PER CMWD W-15 '-"' • . PROPOSED 45' ~---illr-r-....:c-1lf--L.___: ": (FLXFL) WELDED 111TH THRUST BLOCK ~rr1=rr1=rr1= ~ ._.,, ;:: -.::. T PROPOSED FABRICATED 16"X14" REDUCER (FLXFL) WELDED •;,: 3' ()IA • .r . :·, /.' ,, . ' •f " I -, ,, ' 1·-0~ ~,,~ ' 0 60~ OIi\.. 7 TYPICAL .:-:: .,, u..., ... '"' ~ / ~ .. SEE owe. trn. S1 AND SlA tr~ :·: {' NOT ITEM O[SCRIPTION 1 <X4 REDWOOD OR PRESSURE TREATED DOUG! A:i FIR I :i-'4-Sl. REV. I rnr 1''AT• CITY OF CARLSBAD 1--,(-.\-T, · I MANHDLE Cl I ·r t:NG.ttl~I< --MARKER POST SIJFPLEldCN.TAL srAADAriD tm. ~-~~; ':'· -,~ :."' ~t K . .;_. . :-1 .:':'· '-'. 3:; ·;;j "-: I TO SCALE SP><:IIJ\'/fi '·. 1/J•l•8 ~ ' Did[ S-9 BURIED INSULATING FLANGE PER CMWD STD DWG W-31 CD CLOSURE PIECE BUTT-STRAP TO EXISITING 111TH HAND HOLES EXISTING 14" CML&C RECYCLED WATER MAIN, NO JOINTS \\1THIN 10' CONNECT TO EXISTING 14" WATER MAIN DETAIL N.T.S. "AS BUil T" INSPECTOR DATE t----+-----t-------------l-----1----1---l-_J I SH7EET I CITY OF CARLS BAD I SHE7ETS I ENGINEERING DEPARTMENT ~='-'=====================--'=== DATE INITIAL DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: "C" TANK RECYCLED WATER MAIN REALIGNMENT RECLAIMED WATER DETAlLS SENIOR CIVIL ENGINEER PE 412104 EXPIRES 3 31 11 ~kjo DATE DWN BY: CHKD BY:,-(_J,~-,z_~- RVWD BY: PROJECT NO. PD08-07 DRAWING NO. 459-9 102110