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Home My WebLink AboutDWG 459-9B; PD 08-07; CHS AT CANNON/COLLEGE; 01-06GENERAL NOTES 1. THIS PLAN SUPERSE:OES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHO'M'i ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDJTJONAL APPROVAL, CITY STANDARDS OR OTHER ADDJTJONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REV1SE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REV1SIONS SHALL BE PROMPlL Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM 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 ADDJTJONAL INSURED ON THE PERM/ TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRJTJNG THE; POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VHOR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERM/ TS HA VE BEEN OB TA/NED FROM THE CITY AND OTHER APPROPR/A TE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REV1SIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REV1S/ON BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND Tl TLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY, 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SI TE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCONSTRUCDON MEETING SHAii BF HFI D AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERV1SION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. /J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT qso;i 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. N f DAY BFFORF THE INSPFCDON IS NEEDW INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFEJY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE 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 INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS fSTARI ISHm BY THE CONSTRUCDON SAFETY ORDERS, VILE B CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERA VONS WI CFAS[ /MMEOIA TFI )'. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOV1NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BET'M:EN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON 'M:EKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAUi ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS 'M:RE OBTAINED BY A SEARCH OF THE AVAILABLE 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 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 ANO UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucrioN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SE'M:R, WATER Ji RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SAN/TA TION DISTRICT (760)726-1340 • AS APPROPRIATE CANNON PALEONTOLOGIST MONITORING NOTES THE OWNER SHALL HIRE THE SERVICE OF PALEONTOLOGIST PRIOR TO STARTING ANY GRADING OPERATION ON THE SITE ANO THE PALEONTOLOGIST SHALL MEET WITH THE GRADING CONTRACTOR, OWNER AND PROJECT GEOTECHNICAL [NG/NEER FOR A PRE-GRADING ONSITE MEETING. PRIOR TO THE START OF ANY WORK, THE PAL SHALL ALSO PREPARE A CONSTRUCTION SCHEDULE INDICATING WHEN AND WHERE MONITORING WILL OCCUR. MONITOR SHALL BE PRESENT DURING GRAD/NG/EXCAVATION/TRENCH/NG. THE PALEONTOLOGIST SHALL BE PRESENT FULL TIME DURING GRAD/NG/[XCAVA TION/TRENCH/NG ACTIVITIES THAT COULD R[SUL T IN IMPACTS TO FORMATIONS WI TH HIGH AND MOOERA TE RESOURCE SENSITIVITY. THE CONSTRUCTION MANAGER IS RESPONSIBLE FOR NOTIFYING THE PALEONTOLOGIST TO ANY CONSTRUCTION ACTIV1TIES. THE PALEONTOLOGIST SHALL DOCUMENT FIELD ACTIVITY VIA THE CONSULTANT SITE VISIT RECORD (CSVR). WATER NOTES 1. WATER Ji RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 Ji J. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA T/ON AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERA T/ONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELO 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. AND COLLEGE HIGH SCHOOL -JI) 1;; ..._ ..._ ~PROPERTY LINE .... .ii PROPERTY LINE ✓f 11/ 168-050-4600 1/! I,/ 1/ I// 1/ ,I;/ ,,;,,;;f // PROPOSED 12" ~ DOMESTIC WATER MAIN 16" RECLAIMED WATER LINE PER DWG 459-9 168-050-1900 FUTURE STORM DRAIN 459-9A EASEMENT LINE I I -I .... I I WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN A°CCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. 4. 5. 6, 7. 8. THIS SET OF PLANS THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. HYDROLOGY REPORT BY FLORES LUND DA TED 01114110 SWMP REPORT BY FLORES LUND DA TED 01114/10 SI\MP # 0920 9. SWPPP REPORT BY FLORES LUND DATED 01114110 SWPPP # SW0900J1 LEGEND ' , DESCRIPTION DWG. NO. SYMBOL QUANTITY· EXISTING FENCE EXISTING CURB AND GUffiR EXISTING STORM DRAIN CURB INLET EXISTING STORM DRAIN EXISTING SEWER LINE EXISTING RECYCLED WATER LINE EXISTING WATER MAIN PROPOSED FIRE HYDRANT AS~EMBLY (3-WAY) ---SD--- , ..... --RW-- . W-12 . 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. CANNON RD. PROPERTY LINE EXISTING UTILITY BOX EXISTING CONTOURS RIGHT-OF-WAY 6. NO TREES OR STRUCTURES SHALL BE ALLO'M:D 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 ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOD/C 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 THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 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 POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 1J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO SANITARY SE'M:RS" PUBLISHED BY TH[ STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE 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 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. REFERENCE DRAWINGS 404-7, SHEET 18 404-7, SHEET 13 404-7, SHEET 7 404-7, SHEET 10 433-6A, SHEET 7 404-7, SHEET 20 433-6, SHEET 11 456-3E, 456-3F 459-9, 459-9A BASIS OF BEARINGS THE BASIS OF BEARING IS THE EASTERLY LINE OF ROS 17111 I.E. S 04'1J"22" W SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AREAIL AND FIELD METHODS FROM INFORMATION GATHERED ON JULY, 10TH 2008 BY CORNERSTONE SURVEYING TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 168-050-1900 168-050-4600 , THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 2001590 E -~62~4~4=2=9=3 _____ _ BENCH MARK · .... ,. ~·-'-.. SHEET INDEX LEGEND DESCRIPTION SYMBOL PROPERTY LINE ---- EXISTING EASEMENT -- PROPOSED EASEMENT -- PROPOSED WATER LINE w PROPOSED STORM DRAIN LINE --SD-- EXISTING RECYCLED WATER LINE --RW-- PROPOSED RECYCLED WATER LINE --RW-- INDEX OF SHEETS SHEET TITLE SHEET NUMBER TITLE SHEET OVERALL SITE PLAN 2 PLAN & PROFILE STA 0+00-STA 10+00 3 PLAN & PROFILE LINE "A• STA 10+00-12+96.64 4 LINE "B" STA 0+00-1+35.97 DETAIL SHEET 5, 6 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: _____ FL_O_RE_S_LU_N_O_CO_N_S_U_LT_:A_N_TS __ ADDRESS: ---~7~2=2~0 ~"~RA~O=E~ST~S=T;=E~12=0 __ _ CITY, ST.: SAN DIEGO CALIFORNIA TELEPHONE: ~58-5:-0626 BY: (jj-_L~ WILLIAM RYAN LUND R.C.E. NO.: ___ =J6=8~12~-------- REG/STRA TION EXP/RATION DA TE: __ 6=/~J~/2=0~10~_ /./#~"_' -~. ';c.;d.,_., FOR CONSTRUCTION i; -· '"· . -..,_ ,.,...l}').("-".,,.. • -~, ,,· OA TE: 04/28/10 DESCRIPTION: STANDARD M-10 STREET Ci, WELL MONUMENT F LC FLORES LL.N:J CONSULT ANTS PLO TIED: 8: 25 A fLC PROJEC I NO. C0742 LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER Rs 1800-1 RECORDED: COUNTY BENCH LEVELS (NO. VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: NVGD OF 1929 PROFESSIONAL ENGINEERS 7220 TRACE STREET, BUTE 120. BAN DE.GO, CALFDFlNA 82121 [868) 668-0626 FAX LB6BJ 588-0027 DESIGN BY: AAK ORA~N BY: AK/SLL REVlEWED BY: AK/WRL UPDATED BY: slewis SHEET INDEX MAP SCALE 1" = JOO' CITY OF OCEANSIDE HIGHWAY '8 o CARLSBA GOLF COURSE NOT TO SCALE ,p<" CITY OF VISTA PACIFIC OCEAN '1<' RO,', di!:~ ~,-.;.? ~ CITY OF ENCINITAS VICINITY MAP NOTE: A '/t:'lid 401 wt1+er (;l1Aalitt G':'+i.f i <:.A}(oi" is re'bu i rt.{ pr I or -t'Z) s.-\nr't 04 Co osfr uc.fi °"' PROPOSED RECYCLED WATER LINE, PER SEPERA TE PLAN PROPOSED RECYCLED WATER GATE VALVE, PER SEPARATE PERMIT· PROPOSED DOMESTIC WATER LINE PROPOSED RESIUENT-WEDGE GATE VALVE 6" PRESSURE REDUCING VALVE, CLA-VALVE FUTURE CURB AND GUffiR FUTURE CENTER LINE PROPERTY LINE MANUAL AIR RELEASE ASSEMBLY BLOW-OFF ASSEMBLY EXISTING EASEMENT PROPOSED EASEMENT REDUCER . . .... DETECTOR CHECK VALVE ASSEMBLY 3" WATER METER (SENSUS OMNI T2 MAX. 500 GPM) END CAP ASSEMBLY W1TH THRUST BLOCK 2• IRRIGATION SERVICE 2" AIR VACUUM VALVE ASSEMBLY CONCRETE THRUST BLOCK SAWCUT ASPHALT TRENCH RESURFACING EROSION PROTECTION . TRAFFIC CONTROL CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS · W-16 · W-6 .. W-6 W-20 · W-21 · W-22 . W-15 . W-4 W-7 . W-15 . --RW-- --w-- ---<®t---- ----,@>---- ■ ....;;...---1D .... -- f---<>-01R ◄ 7 / ///72 ~/ //772 "AS BUil T" NO. OF F.H.(S)_LF.FLOW2'SOO G.P.M. OUT OF_F.H.(S). BLDG. SPRINKLED @NO ... F.FLOW __ G.P.M. P.E. a.,,f:,f/Z.. EXP. &/2~ (;4 FIRE M>,RSI IAt /.VJ',...-.,T0r<. DATE INSPECTOR NIC NIC 1840 LF 12 NIC 2 7 2 1 1 2 14 60 LF 90 SQ. FT 2;~/1;! · DATE DATE 1----1----------------+---+---+---+-----I I SH1EET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT ::::=='....'::::=========:'....'.:=~ OA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: CANNON AND COLLEGE HIGH SCHOOL WATER MAIN EXI'ENSION TITLE SHEEET r,/elio ~-DATE DRAWING NO. 459-98 102110 EXISTING 60'-WIDE PIPEUNE EASEMENT PER OFFICIAL RECORDS AS FILE NUMBER 1988-0805496, REC. 12-11-1988 lllfl(lf/ 1 M~---. /4 ¾ ~ • APN 168-050-48 / /4 t 1/ • ROPERTY LI ,,_,,.,., <> ;,:; R/W LIN ;$',I, ~ 7,g FEE TITLE ACQUISITION BY THE CITY OF CARLSBAD PER GRANT DEED RECORDED APRIL 4, 2003 AS INSTRUMEN1/R> c NO, 2003-0362012 / PROPOSED CURB PER / DWG. NO. 459-9C / ~/ RN/ DEDICATION AS ·100· PROPOSED DOMESTIC 67~E REJECTED BY THE/. / WATER 12" PVC, C-900, DR-18 --~-=='~~ ~---~ I Co APN I Co 1~7 ~ I 168-050-1900 I 16" RECYCLED WATER ~ PER DWG 459-9 I~"'. ! 30'-'MDE UTILITY ,.ci EASEMENT PER PR 09-37 PROPOSED STORM 8 0 • Cl"-=>·0..,._ ;/0 I. 2: 1 SLOPE DEMOUSH AND REMOVE 'EXISTING 12·x12· (FLXPJ) go· BEND AND ASSOCIATED THRUST BLOCKS, SEE DETAIL / "A", SHEET 5 FOR NEW CO.,.-"! Ml-----\--1-J-h-r-l+ CONFIGURATION I PROPOSED DOMESTIC i WATER 12" PVC, C-900, 1 1 DR-14 ,....... .... .. I APN 168-050-35 PRGl'OSED R/W, Pl NORTIIERLY 't PRGl'OSED EASEMENT PRGl'OSED EASEMENT PRGl'OSED R/W, PL SWTll;HL Y J:,000 118.00' --+---1-------------1--+------e 67.00' ---------~----------51.00' _ _,,____,__ __ ._j I----------57,00' ---------·-~-----41.00' ______ , s.so· i------------62.00· --------1---1,loo··i------32.00' ---+--1 P.C.C. ~DEWAlX CURB & GUTTER TYPE "G" 7.oo· r 27. °"-24" SD PER DWG 459-9A G , JTIJRI llSED DIAi ~116.00' ~1 16" RECLAIMED WATER / PER DWG 459-9 CURB & GUffiR TYPE "G" 27. - 10.00' f----15.oo·I ~/ \ PROPOSED 12" POTABLE WATER G) CANNON ROAD ~~~ss SECTION A-A 10,00' 27. ■ CELSQC Consulting Engineers &: Land Surveyors of California 2: 1 SLOPE 2: 1 SLOPE PROPOSED R/W, PL NORTIIERLY -=------·· DRAIN PER 459-9C INTERIM t_ PRGl'OSED t_ EAS[M[NT PROPOSED EAS[MENT ~ • .J...tN □If 1.;)...010 PROPOSED R/W, PL SQUTIIERLY I : 102.00· _ _,__ _ _,_ __ I--_______ .,__ ___ -" 51,00' ---------~-------51.00' --------1 ------36.oo· 15.oo· __ .._I ~--'---l---41.00' ___ __,_ __ , ~ 5.00' I---26.00' ____ , 6.00' --18.00' --~-'----'----32,00' __ __j_ _ _, -f------28.00' ----1 P.C.C. SIDEWALK 1.5% ~ CURB & GUTTER TYPE "G"\ 2% 2% --9.00' FUTURE RAISEDI ME IAN G . =~...,._,...... FUTURE CURB ~1 7.00' I~ f---116.00' 11 & GUTTER _/ I I p 18" STORM DRAIN 16" RECLAIMED WATER j PER DWG 459-9A PER DWG 459-9 2% - 10.00· f----15.oo·I-/ \ PROPOSED 12" POTABLE WATER (D CANNON ROAD ~~~ss SECTION B-B 10.00' 27. 2: 1 SLOPE CURB & GUTTER TYPE "G" 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. ,,. " .. -FOR CONSTRUCTION ' ; •·· ~,·'r-, 1• ' . ' 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. . .• r . F LC FLORES LLJN[J CClNBLl.. T ANTS PROFESSIONAL ENGINEERS 506 W. GRAHAM AVEN...El35SUTE '04. LAKE ELSI\CfE, CALFa=NA 82530 (858) 666-0826 FAX ( 1) 471---1635 1'£ADCffre 7220 TRADE STREE1J SUITE 120. SAN DEGO, CALIFOFU',,HA 82121 [85B) 568--0628 FAX [ 58] Ei66-0827 www.flOf'eel\Xld.com DAIE: Apr 27 2010 PLOTTED: FLC PROJECT NO. C0742 DESIGN BY: AAK DRAWN BY, SLL REVIEWED BY: WRL UPDATED BY: DATE INITIAL ENGINEER OF WORK II\ \ PROPOSED DOMESTIC WATER 12" PVC, C-900, CL=299 DR 10 \ \20' -'MDE RW UTIUTY PROPOSED_~~ PER EASEMENT PER PR 09-37 DQG. NO. 459-91; O:i o<-, .;,.o,o-~e,110 ~ \\•'--~"·c \ ~l~o<Wb----·,.!;:.14'-_..,'"t° INDEX OF SHEETS SHEET TITLE TITLE SHEET OVERALL SITE PLAN PLAN & PROFILE STA OtOO-STA 10+00 PLAN & PROFILE LINE "A" STA 10+00-12+96.64 LINE "B" STA Ot00-1+36.05 DETAIL SHEET DATE SHEET NUMBER 2 3 4 5, 6 INITIAL DATE =------------=:, ..::::_ 60 - ~)BergerABAM 10525 I/Isla Sorrento Parkway, Suite 350 San Diego, California 92121 FLORES LUN □ CONSUL TAN rs "AS-BUH I" RFGORD DRAWING This record drawing has been prepared based upon information furnished by V\lhile this informatjon is belie'1ed to be reliable, Flores Lund Consultants cannot assure its accuracy or completeness. Those relying on this record document are advised to obtain independent verification of its accuracy before applying it f r ny purposes. ' RCENO. 0 60 120 SCALE: 1" = 60'-0" I SH2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CANNON AND COLLEGE HIGH I SH6ETS I SCHOOL WATER MAIN EXTENSION OVERALL SITE PLAN AP:~:)LE~ w ~l~o SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/31/11 DATE INITIAL OWN BY: ~ CHKD BY· '/- PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD08-07 459-98 10'l110 I -·-----·--·-· - -- ------------·----------------· -----·-------·-----· .. --------------- - -·----------------------------·------------------------------------------------· ----··------·--·-· ------------------------------------------·-·------• ___ > ___________________________ --------~--::._ ___________ / ______________ :~:"""'. __________________________________ ,, _____________ ' ------------- ----CQl'\.JSTRLJ(T_:c 7,QQL_-.-tp---.--------------_ --··· -------: ---:_ ---•-------_ --•--------.----~•-----.=. ----. ~ ---~-=-----_ --.-~-_: --.-:-: :__.-:.: -.-_:-; ~ -_-::::--_ ---~:: -_-:_ -_--.-:_:--:::_:_-_-.~-.--. -------.-:---------... -----------·--· ----·------·-· --------------- - -·---------~_.J ,.. ~--t--r::. er:. ~ -.. _:-: .~~--~~--~ :_-::::-._-:::~:_::>--::-~~-:-=---_:_-: ·~---- ---.---·~~~.--~-= -.~=-=-___~_-: -_ - - -.-_____ · ------ --: -: _---r_--_-[~~{H_~.f.~_rn __ ::.:__--: _ _-_-_--.-_-_-:::::: _-: :: . _-: ::: :: _ _-__:: __ _-•••• _ :_:: .. :_-_-:: _----_-__ --- ---·--- -----~~:a=:-~; §--i,i!g~ -:=~---------_-7oV£f-2c~1~N-~-/~-::---,------_-.-·----·::_-_-_----· _-::_-_-:--_----~-::::_-:--·-·- ' -J®_ - --- -\ -- - - --_-_-_---_:: _______ .----_--. --_-_ _-- ---· -: - ---_ _-• _--~ _ '~fN~~~~~ -\---_-"'"'~"'"',,2.L_::_ -1/ 0 __ _-_-_--_ -~~;z ---_ _--_-_-/-_--.--_--___ ~-=--~-:::: -= -_ ---G0~2JTRUcT-7-.-oo'--L.:f='-:::c0, SJ_RlL~T J7;_-oo = lF_ _ __ _ ----·_-_ .. · --~ -----s;A,-1~+~0.ao ---~ -:: ~ _ _ -_-~ _-_ _ _ _ _ _ _ _ _ ___ __ _ _ __ __ _ \ 7 _--_, 7 _-_-- 4--P 'vG ]i,WWA ---- - ---- - ----------,SB;_~P:_ 0-8T .. +AB2_LE8_-_2_1_ ~L-TINEER_-_·_A_> -v__ - - -------· - - ---------::: ~ ------. ---- - - : - - : ·::: ::_ - - ---. .. -_ -~ -. ..PER DWG _'59 9 - --_------/ -- ---- -. -I ---- - - ---------' ----;_,,,:CC~-~----_ .-------___ -___ -___ -__ -~ ___ -___ --·---w,_T_U__:__-A·_~_ ID: _n CC------___ · __ _ -_-----"~~~GG_~_:___--_-_f_Q:R: __ -_•_::_1~4_·_•·--_----~---.-_-__ : __ --.~---:_ ---•---_·_--_=_·_------~------.•---_-__ --__ -~-----~-•-:=-.,,,., =~\\ w: ___ : S=o:oo .::-:::.::_ :::·_-.-_. _:_ -------... --------------~-::, ~ -,, r ---tx ----H--1 F\l-'\·:_61" ::::::-=::1-;.=:::;::;;;;,:;:_:.;_;:;JI:_;:;:::,,:_~_ ~---------------------------::•:::f~:~!~-::: _::~:_:_---=:__:-_::_ ::_:ifrk.io+ii.oo --I_=:==-_-:::~ _ _-:---__. :__-_-::: ::-~ : ~-==--_-_=:-__::0· ~-~==. =-=---=:: _-= -__:~--= :--~ ~~-~------~;, c:~:: _: --:-) "==-=-= ::_:=~~~I~:::= --~ ~=~_-__:_-__::=.:::~-~---~:_,-:~-__-__ :::=-i~ ::: ::-:: -8~~~=-~: ::__=-=-----==-::_:-__ :_:__-___=::=::-_-=-~::: ~~::·:··_·: ··~ ~----• =--:_ --: _ : -----= -=· = ·~"".;"_,sK\/i:~""--=---~ ----= =----.,.. -· --.. ·-·· -· ~""_,// / q,.. :/----/,v~~ ~ _----=---~~ ~ ~--------------=: ~:~-;---=--~-~!~: -IB----'-~=---:~-------=------=------~ -_-_.•:=·_ ---: ·--=i~!~~ • _- -~,., -~• cf"' ------------~---··-----------------·---· ---1''--~ --------------------·-------------------·---------------✓--/ -/-_,-----· • -N +'-'-'-" ·":dQ a. ~0 o:l"-t-ovi -.:t -----·------+~o>-'-·uc.·-----::__,""_-:0;f:::::::::::~c_ ~---_-__ _ . ____ . ___ eERDWG __ 45~-c.9C _____________ -----· . ____ _ __ ---------------___ _ _ ,,,, -----~'.'.'.".,..--------------m----;:=-.ci::::J,k----·---·~~~·~o, --+.!;-<->--"---------------· ---· --~P-G:r----..-, ------- ______ o~--cti:;>---·----•-r::::••--·-o...----------------·-·-------~ ··--------·----·---··---·------·•·-------~--92.41E·-·-----·V---------------------------------------------------C9-·--·----------------···------er-/_____ --~--:,cV--------------·--·~·-:;i--·-ob::::t--4.:~[i --------·joc;,_.:i 6 -L --d:,,..-6doO"l ~-----···------•---·----·--·----;-.~:i.c:'"'1--t:----·•-----6 --t .-----±IP.-~-~~-0 -~ ✓ /-+-----7'r-:;,--c.'---,""'7------f-----+l <-a: .. -~ -1--~-w----+-•"'1 ~et:-:;i ~ ... -. -.. -a..-.f--9-~ W----+------1-----;"'.:I ui~ § ~ ---■ ---~-~ g : ~~-= ~ ~~--=~~-?-~ ~ ~ ~ --~-~~~~--~~~----------. -·--~ ~-~----=-: ·--------~------=----------~ ------=----=-=---=~-~ ---=~----_-.:..:~~--~~ LA TERAU~-!8" ==-~:--_~-~-~: ~~ -~-=: · ___ -_:_ =: · ~ --~~~~--~ :_::_~~-_-:--:=-.:§ ~ ------·----~---=--~----:..=-=-----~~: .. -------- -~; .<: .. ~~---------: ·_· __ ;--=. ~ ~~~---_--. --: ~-------=------~: ---~--~:---~~-~-= ·--~~-~~~-=--=--~!F~~g_~~-~~=-~---~ _: er ·--·---------------------------------------~---····F+---------· -------✓""-n---------,-i'f---+·-------_-_-_-__ +------+------ ------- --- -- -. -- 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 mode 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 ond 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. ' . _ . FOR CONSTRUCTION FL C FLORES LLI'O CONSLL TANTS ~ P R O F E-6 S IO N AL EN G I N E E R B 508 W. GRAHAM AVEf\lE, SLHE '104, LAKE ELSNORE, CALFOPNA 82530 (858) 566-0826 FAX (851) 471-1635 . I-EA□ a=FCE: 7220 TRADE STREE"L SUITE '120, SAN DIEGO, CAUFORNA 92121 (858] 666-0S28 FAX (1:168] 586-0827 www.flareslundcam DATE: Apr 28 2010 PLOT[EO: FLC PROJECT NO. C0742 DESIGN BY: AAK ORA'IIN BY: SLL REVIE'M::D BY: WRL UPDATED BY: 2 3 4 5 6 7 N 53'21'3T E N 30· 01'37' E N 53'21'3T E 07'5401' N 6r15'38" E 07'53'44-- N 53'21'54" E '375 PRESSURE ZONE 1374.00 1426.00 85.00- 25.60' 76.07' 189.46' 202.28' 196.51' 275.95' 1T PVC C-900, DR-18 DATE INITIAL ENGINEER OF WORK II\ DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL GRAPHIC SCALE 40 0 40 SCALE: 1' = 40'-0' ioRmiL ENGINEER PE 41204 EXPIRES 3 /31 111 ~Mo DATE DATE INITIAL Cl TY APPROVAL DWN BY: i-r,--PROJECT NO. CHKD BY: ,,.,_, PD08-07 RVWD BY: DRAWING NO. 459-9B 10'2110 C w~ 0.,:::. -01 0) (0 ~ DJ - 10 11 12 13 -- DOMESTIC WATER DATA TABLE: BEARING/DE LT A RADIUS LENGTH 7 N 53'21 54-E 275.95 8 07"53'44" 1426.00 196,51' 9 N 45'2810 E 49.26 10 N 53'21 3T E 69.68 11 N 81'38'2Y W 30.29 12 N 36'38 23-W 22.00 REMARKS 12· PVC C-900 DR-18, 375 PRESSURE ZONE II II 3· PVC, C-900, DR-14, 490 PRESSURE ZONE II II STA. 11+90.92 INSTALL 8" FIRE SER~CE LATERAL 114.89 TOP LATERAL "E" 12"X8"X12" (PJXFLXPJ) TEE, 8" (FLXPJ) RWGV (NW), 8" PVC C-900, 80 LF, DDCV PER CMWD STD. DWG. W16, W22. \ ,-\ ~FUTURE__ll/-W z I' \ ---c ~--o I -1_ --=--~ - ~-r~ --~-- :::> __ c :· , -I----~-~ -1-FUTURE CURB FACE ~ Z l1~~~,~~,~~~~~~·~~~~~~,~~~,~ 11:00 ~coo~•'_§:1 _F-1~ ~} ✓END DF ROAD IMP. (/ ;':5 ~ "'-cuRB FACE PER ~ -i 2 -/_/;A.,:,_ (f) O ,r-ow~ 459 9c \ \ ~ __-1 ~ -7 u UJ U / / -~-i \-J--_-""-_~--; RW _j~ zc:t: --L---1--~ __J O t 1--- -\ ~ --r: _--, ~ 20' \\1DE EASEMENT SCALE: PROFILE HORIZONTAL: 1" = 40' VERTICAL: 1" = 4' -,. -.•· ....... , .. ,,. 1 - 0 1 ·~ ·/ f'--/ J((§''i ~ · I <-; • ~ STA: o+oo.oo -• / EX. 14" WATER ~ )' ¾ i\ STA: 76+00.00 EXISTING WATER ' ;:, ABANDON~~ci-E:.-~ / :._. I ! .g ~ , :~~8~ECTO~WG NO. 404-7 I / / Ar Af\ /I / ~ ,_. l INSTALL 16"X8"X16" (FLXFLXFL) TEE 111TH THRUST BLOCK. s· (FLXPJ) ~ ~~-LJETi;M / '~ _ ;, v>~ ir-'_ ~~U:-' ~ RWGY CLASS 300 (NE) PER CMWD STD. DWG. W16, 16" (FLXFL) RWGV @ 13 >-' ,,/a :;;, J 'f-_ CLASS 300 (SE), 2" BLOW-OFF ASSEMBLY (NE.NW) PER DWG. W6. SEE -2; i;i / ~:,: u :j! ''\ DETAIL "B", SHEET 5 FOR NEW CONFIGURATION. "" -1--..__ci,S': "' :JI ~-1-=i:,____..,-'r,~:::S::9 ~;::= STA: 0+69.68 -EX. 10" SEWER "' 1 / 2c e-: ~ lJ: 1,' ~ l1P's"=t □□ I _,, ' INSTALL 45' (PJXPJ) -sj-:c -::,. = ~. fER 0::19' gi vi_ fj ,.f,lti / (o) '<, h,;/. HORIZONTAL BENO -· ~ "' ,-. ilil' _ W/ ♦ / · _ / 17' 111TH THRUST BLOCK _/ L -~ "" ..\-/J.___.---✓,_____/ ;// STA: 1+35.97 LINE 'B' ,-------------------~ \; 164+40.73 CANNON RD= / w ~ ';i! I/ I / -/ I STA: 1+36.91 LINE "A" "AS BU IL-I" _,.,() /118+12.80 COLLEGE BLVD • ,, ~ 1o ~ 11 / r-/ I 68_73 TOP LINE 'B' ✓----/ // <// ~-_ = ~"-· (_____s:)~,' b ~ INSTALL 12"X8"X12" (PJXFLXPJ) TEE / 1 I.I j _ _/; ;/ , ' , _ / I"" :---------.___ w . ~ 111TH THRUST BLOCK, 8' (PJXFL) RWGV ~~"W, ,. z/io/11 ---1---->c--~~----1---1-1/, -, - -- ---(SE) PER DWG W16 (CLASS 300) f-',f. ¾'ltz. D<P. r;~//1/ DATE' -/2x. 16" ~1H6L 384\ 0-\ /~ '(lo ~ 1' 1 """""\ _ ..-----18" PVC AWWA C900 DR 14 J f------------------> PER 4J" 7,}>Hf....1Z_ I ~ /. ~/ "'-/ [ , v"w •✓ '--, ~ ■ ' ' -: '/-f>ll~D ey: ______ £X_ 12" P,f/s;_ YifJER (HGL 3751 O+og _)/J / , y_ -~/~ w__ ;-_;:i-:'_ 12)._ _ -~1a. tJ,i,,,; 1,/iJhl/ ~"Jg4-7. SHl 7 ';<_ --~/,,// I/ ____ -~h-1~' '~f'['_C_'fD_(L ________ '~Df'i~' 11: _ ______...., -----,L/~)'---.__"-SD - -I ~ /ft// 0 / 4 ./4 -~=-;~ I LL --STA~+5QB7 PC 7Ro~D -;;-PER \\ R' 12,00 \ -~ Ir _____ ~---~ii-~ sq-,oo RV t _/ \ 11+0/WSEPAR~TE prnMIT B , I\__ - -~ ~--1\\r-<-11 --=-- <l'. tu ~w · · \,_ __ =r-_:--_:r 11~ I _::::a.--=-~-::__ ___ ~='=---2.;li!_t"=-'n1;12s:tT~~i61i,1.6'i_44c___ _____ _ ~ UJ ll._ L./ -~ L - \ -- -~--------I \ -' ~ I • , T / \ ~:---------INSTALL 2" B.0. PER DWG W-6 -164+06.40 CANNON RD '-,, , -k I \ A~( 11 ~ \ 11 ~\-'-'s";::-~-.--.- -0+01 CANNON RO ~ I" l;~---'it~/'k/~; \_-'(\-__'~~ \ , ~ L, RECLAIMED WATER_ -_ '-. 1/ ~ ~ :--...: \ 1 (\ \ ~UTURH 161 ----: PEILQWG. NO. 4Q4-7 /_ i\ \-------J _ I\ 1 \ I WATER I LINE PRESSURE REDUCING VALVE SEE DETAIL "c", SHEET 6 (f) // / --/ ---/ -\ ',, STA: 12+94.64 END CAP ASSEMBLY 111TH TRUST BLOCK --', -,--' 11_ _ R/wwiiuNiJFE----=u9.63 me PER cMwo sTD. owG. No. w-15 UJ UJ (f) 30' EASEMENT - CURB FACE PER SEPARATE PERMIT • 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. , n' ' -------PROREll.TY LINE INSTALL 2" AVA PLAN VIEW PER DWG W-7 SCALE : 1" = 40' -0" 12" PVC, AWWA C900, DR-18 FOR CONSTRUCTION FL C FLORES LU\O CONSULTANTS PROFESSIONAL ENGINEERS 608 W, GRAHAM AVEN..E SLITE 104. LAKE ELSNCfE, CALFa=NA 92530 [858} 588-0826 FAX (951) 471---1635 1-EAD CFFCE: 722□ TRADE STREET8 SUITE 120. SAN DIEGO, CALIFORNIA 82121 {85B) 666-0626 FAX ( 58] 586-0827 1 www.floreslund.com DACE: Apr 28 2010 PLOTTED: FLC PROJECf NO. C0742 DESIGN BY: AAK DRA'/IN BY: SLL RE½EWED BY: WRL UPDATED BY: GRAPHIC SCALE 40 0 40 SCALE: 1" a 40'-0' ~164+26.45 CANNON RD-~]:±1 LINE "B" PLAN VIEW (446 ZONE) ::::::Eo+oo CANNON RD WATER~- ::=:PER OWG. N0.4 ;0~4~7=~~~ --SEE OETAIL"A'~ SH. 5 SCALE : 1" = 40'-o" 1---t--+-------------i---r---i----r-------i I SH4EET I CITY OF CARLS BAD -I SHE6ETS I ENGINEERING DEPARTMENT ;:=='----'============='----"=~ /1\ DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: CANNON AND COILEGE HIGH SCHOOL WATER MAIN EXTENSION PLAN ,e PROFILI LIJIJ: "fl." STA. 10 -12+INl.84 PLAN &c PROFILI LIJIJ: "B" STA. 0 -1+1115.97 AP~: fE~ PY€ o/&.@ SENlocivii. ENGINEER PE 41204 EXPIRES 3/31 /11 DA TE OWN BY: '1-N--PROJECT NO. I DRAWING NO, ~~~ ~~:\ ,,.__ PDOB-07 _ 459-9B ' ' C ::E .s;:. C') 0 .s;:. -01 a, lD <.b CJ \ A. 8 -- WAirER t I A~ @ PLAN~: -@ @ PLAM : Q) (j)oR(D B B 24" DIA. 2 3 j_ RISER SHALL NOT=-: REST ON UJNNET OF VALl/t.. 2• ~IN. I CLEARANCE /. . ' SECTION A-A DOMESTIC WATER NOIES: I. IN NON-ROAD AREAS PLACE MARKER POS f NEXT lO VAL 'IE BOX ASSE~BLY AS DIRECIEO UY IHE ENGINEER. l SEE ORA\\lNG NO. 2J ). 2 3 C SECTION 0-0 RECLAIMED WATEF\ 2. SEE DRA\\ING NO. 2J FOR GATE I/AL VE EXTENSION. J. UPPER SIDE OF LID ro RECIEVE 2 COAIS OF PNN I. SEE SPECIFICAIJONS FOR PNN'IING REQUIREMENIS, ( PAGE 4 ). 1 I" . , , . I ~r-==1==~·· ·;;· ~ ~-.. -~-=rrJ 5~ '-.,, <" · .. :· :, /'· .... . ·-. . C X FIP '4-5" Brno (~LVER ~OLOCR) ex; 9U-ELL (SILl{R SotDER NOTES: 1. SEE SPEClflGA flONS FUR SOLDERING REQUIREMENTS 2. SEE SPl:':t:IFICAIIONS fUH LIO PAINTING REQUIREMENTS J. SEE IMPROVEMENT PLANS FOR ASSEMBLY 51ZE. JO LB-llNC ANODE ~1TH ANDO( LEAD ~!RE PER STO. DIIG. NO 25. l-'-'11¥El,,_1-+-==-='-"===~e;De,[S,,Cc,R,clP-"Tl"'ONc;_ _________ I SPEC DWG 1 OU [LE r UN FVC PR.ESURI:'. PIPE --"Wc::a 2 TL ON AC [ W-8 3 OUTLET ON CML&C S L P PE W-9 4 OU l'LEr ON UCTILE IRON PIPE W-9 5 2. C.:OPPER '.:>rnVIGE PlPt::. IYPE ·'K son. o 2 ANGI__~ IJ T R TOP 7 2 METER CO!.tP/\NIO L 8 A S U S AN OLT5. 8 -~u-EIR:AS:'} STREE r Ell 9 AOAPTER-r' t,U.P. X 1 2" ~JSHT W 2 1 2" AP Ir I' " r '. . 1A V'r X • \/FR MARKED WATER OR RFCYCI_FD 'NA TFR II R 1AM T R: >:: Tl II K NrR RJW"! -1L _1.t· G ~VITY !" ¥ R PIP !" R R REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT r,~~~r~~Z_'_B_L_OW•--0-F_F_/_M_A_N_U_A_L_A_IR~~~;~?;i.J,,,,,,,f~~ VALVE BOX ASSEMBLY QTY EJ,ICINEIR OAT£ STANDARD DV.C. HO. w 13 RELEASE ASSEMBLIES "'""'° D"' .so. W-6 REINFORCING S IEEL [), I Al I . f1Nl5HEO SURFACE (JW,[L_ LOI[ . NOlES: I. flTIL"lGS SHAU. f:[ OUClli IR>'.:N f(,f. O.LP, t P,'t',C.; CASI IRCli fQR A.C.P. (C£1i![~l IJ\[D 91CfU l):()Y), 2. ffi, A.~'-W(. A lllH. J'-J" TO A ti'-if MM. UNCIH IHQ ANO 001 OF ALL FITTI~CS HEM 3. ()),,CROt 5H>JJ. OC 6 S.l\~J<. (32~ P.S.L). .,._ FIIIING O.D. • NO. 4 BAR (2 EA. l'tP.) A l,ltl J DAY Cl~RISG IIM_E BEFC-Rl ti. AU m.mo NUTS Afj0 [l(lP.; SHALL (:[ l!l'ORO':-TATIC ![Sf. 'f(Q, 1A?[ (OAT(O P[R ~,er. 09~02 -1. SEC DIIIG'S. NO. 17 -!: 113 FOO R[DUC~R, Pl.UC. & auTJERfL'l' V/+!.Vi. IJ-El.'ST a.oc.~s. 5. U.,Q/'!EER 10 ?kfJVV£ L'~-Llu.AI I.:«$ Hil< Ilrr~J~r/ANCU0R 2LDCK 'JZ[. DESCRIPTION SPEC r 'Ii 2 PO ETIIYL NE ENCASEMENT. HO. REINFORCING ST~EL. 4 VA VE OX ASSEMBLY. P,l,PJ I 2 J 4 5 TRENCH ELEVATION P\IC PIPE 12'_1 JRFN('fl ~IN. \\IDfH I 12" MIN. , THENCH SECTION {T'tPICAL) GA'JE IJALVE p YL • 2 O •. 4 REINFORCING STEEL NOTES· 1. i.~l;;,('~l~IGfJIONS FOR . ~XNr' rfEllmith1~9s. 2. SEE~RA\\ING tlO. 19 rm ~m Sf OLOCK OEAI-ONG ARE S. REINFORCING STEEL DETAIL. @--~-Fir IING 0.0. NO. 4 BAR (2 [A. TiP.) fRENCH ELEVATION SIEEL PIPE p CONCRETE rHRUSF AN HOR BLOC!<. J 50 P.S.J. 560-C-3250 19 lj VALVE BO ASSE.M8l'(, r, X r r Al AL REV. APPROVED DA TE CARLSBAD MUNICIPAL WATER DISTRICT r--t-:-:_~--1--_T'--:~:::::-::::::::::'::'::::=-~~:TM=~r,~ REV. APPROVED DATE CARL BAD MUNICIPAL WATER DISTRICT .,,!f,_L .. ~--"~ •·04 -~ CONCRETE THRUST BLOCKS arY a,;, R DAIE FOR NON-RESTRAINED JOINTS ST»0Dl,RD O'IIO, "· W-15 ■ 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. GATE VAL VE INSTALLATION or,"'""'" oAIE P.V.C., D.I.P., s. STEEL PIPE. S1AOOAAO ov.c. NO. Wl6 ••rJ•"•t r/ ·, { '' • J FOR CONSTRUCTION FL C FLORES LUND CONSULTANTS PROFESSIONAL ENGINEERS 508 W. ffiAHAM AVEN..E. BUTE 1J4. LAKE 8.SNCFE, OAlFCffJA 8'2530 (858] 668-0~28 FAX (961) 471-1835 1-EAO CFFICE: 7220 TRADE STREE!r_SUITE 120. SAN DIEGO, CALJFORNA 82121 {868] 568-0B28 FAX (tl08) 1568-0827 DAfE: Apr 28 2010 PLOrTED: FLC PROJECT NO. C0742 DESIGN BY: AAK DRAWN BY, SLL RrnE\\£0 BY, WRL www.tloresh.Jnct.com UPDATED BY: ~.\f' f'~• .,~ l)j.f\ l,,@ AP?Fi0',£0 !.IA T(FML Ll~T ®]"' <:C< <;IDr ~tW IQ lt!t FEI d ~ ' ~ (ft} '-' ';;1l)(N..._CK I , ·:~: .. ?~~~~ ~~ ~·-~·;_ t?f?llil' 1Llt?tJ?;:. _ .. , : ....~ ~ . 6~ (ii) -0 [ .::;~--~ . : . '.F1f' .. , . . . . . ·-'cl-~l;::ljj/;;itr -12> ·--et" ~-,-·if'® ~J M. -•· ro n~•-' \l SILY~~ SClDER) . z OR<(:j) m ,a •1 -~ '"'' ~a, .. ,,. ........ , ;,, c, --11 ~L'd:R ::u.orn) -Flri ~ CONNE T TO~ . -~· J '" IR, : /NI'" All~~r WITH NJ LEAD N:RE n.R SID. D""'• ,- @4 NOIES: rrEM I ? J 4 5 b I 6 __L 10 I 1 -1Q"- 13 REV. ITEM 2 J 1. ~E SPECJFJCATIDNS FOR SOLDERING REQUIRi:~IErJTS. •\, ALL VALVES AND r11mIcs 2. '.:;[.(. '.if'[l.1fJCAIJC.:t.S FG!-. SHALL BE SAME SJZE. AS PAIN 111-.C REQ!.JIRDAENlS. AJR vrn r !NE r. J. 'A( ll.11-'l<UVl:ME.H I 1-'LANS 5. PQSITCt. A,'KOE MIDWAY 8Er,l,([~I n.H ,r..',;':D,t8L 't ~LE. PIFELINE ~D VAL 'IE BOX, DESCRIPTION sn:c/ITTY(; 1 IEM DESCRII' IION 1" COPPER, (TYPE 'K' . SOFT), 2· -I+ 2 COPPER ADATCR, COPPER COPC"[R SER. f-'11-'L OWE ~K~ sen SOLDER JOJN r i( MALE IP r, QlllLF"T C p $SURF PIPE w~s Q-jC)O PSI OUT TON AC PIPE 'I/ -R 15 2" FLARCD TUOE sm CPLG, OU rLE [ ON CMLdcC S [Etl t'Ji-'t 'II 9 COPPER x MALE IPT 0 150 PSI OUTLET ON DUCTILE IRON PIPE '11-9 16 Cot-lCRE IE ANCHOR BLOCK I OR 2 ANGLE h!ETER STOP WI fH 2 CUl:m: fE!::'. r Mi Jl:.K OUt\ &: LVVt.1' 17 2" CL 125 CAST BRONl[ 90' TRAFFIC AREA) LI BOW 'MlH F~l.1A1 ,:-IPT METER BOX &: COVER 1c1 2 Bl<ASS PIPE, Kl::C..:Ulf,H WALL ~RAFrlC -',RCA~ 'jjjfH Mf\LF'" 11-'f ?' !.n-A"" r,, rv 19 30"x30 ;,;6 CONCRETE PAD COM8INA TlON AIR RELEASE. 2() 2 COM.H. A!R RELEASE AND 1" OH 2'' BKI\SS S IHEET ~L ~ VACUUM VALVE, FEMALE JPT 1 vr.. ~ X IJ Dr.A-1.J n1r, Lt. 21 AIJ[ A'S'S[MBLY ENl'.:L05URE T' -om" -scHEDOit40PYc rmASS w::TE.R COMPANJCt-1 Fl_AtlGC. 22 1 OR 2 METER '.HOP 1PRA.SS i'IVTS MJO OLTS ON r, f a •A' VA APPRUVl::D DAT€ CARLSBAD MUNICIPAL WATER DISTRICT R,l,...tT'' ABOVE SURFACE I 8 2' AIR-VACUUM VALVE CtrY ENGN(~ ASSEMBLY 8 APPURTENANCE !;J~!l.~RD DWG. Nil NOTES: B(Afi1NG AR,A SHALL 8, IHE rnmRENC[ IJ[Tll([N Ill[ IJEARINC /-J1EA5 RlQUIR[D FOR IHR\JST /\,~GHDRACE Of MruNS CN EACH olOE Of REIIUCER AS fCUND FROt.l STD. QM;. 19 PLUS THE AHEA OF THE JR[NCH a>EtllNG. MINIIAUU Dl~E~SIOOS :l!Ol'IN 1HALL BE ADHERED IO. 'PlG70WG ' !.i..'il?B 'I OA.IC W-7 D1:SCRIP IION SPEC 10\VG POI Y[TIIYLCN> [i'lCASD,U NT CONCRETE THRUST 8!.0CK ! 560-C~3250 CONCRElEI. W-19 NO. 4 BAR 9" ON CEN~IE~R~"'f,colC:c,H_cWc,Ac,Y~. ----------+----1 i.:R.:.:E;.;.V·+;::AP.:,1'.:.:~ :::,01:,:.fl:.::;.O +D::.A:.:.TE+.:::C A;;:.R;:;L;::S B;;;A;:;D.:.M.:.;:U.:.:N .:.;:I C.:.I P.:;:A:;.L .:.:W.:.:A.:;T E:;:;R~D::;I S::.,:T.:.:R.:.;:l C.:.T-, d. ,. r -' . -.sr, .ik/4, THRUST ANCHOR FOR WATER MAIN REDUCER -4 THRU 16 INCH. c1rr [/l~Jl,l[JJ DAIE :iTA!'ICI.\RD Dl'IG:. NO. W-18 ITAS BUILT" uu(at/11-~ P.'£ ¼'i/Z.. fW. ,;.,/~/14 • • R:t: ~:/: M. ,,.,.J!I. ,,..., 1iJsPECTN'- NOTES: I. flf~E H'tDRANT [MSE -6 CA. JJ/16. DIA. !!OLES. 2. BOLJS & flUTS -3/•· X 3' IIEX IICAOS. 3. IN~TALL OCL lS i\Jll I NUTS. O.~ TY er f'LANCE. 4. SEE SPCClflCATlct-l fOR PAL'fTINC P.CQUJREl6'1TS., (BEGlt--.' PAINT AT 5COO[ IN OR[AK-crr ~001_), ,. ,cc 5P[ClrlCABC!, roR DURIED RANX R[QUIRE"Eo'ITS. 6. SEE IMPR0\1:MCNT PLAN$ fQ,1 rmc 1-iYDR.A.Nf LOCATICN'J. 7. A 3' CLEAR SPACE :">1-JALL flE MAINTAINED ARCUND lHE ·c1RCUMFERENCE Of f.H. [XU-SJ ,\S O!HH<Yt1~ H.t.QU!H.EO OR APPROVED. • JG" BEHIND FACE Of CIJRB FOR NON-CONTIGUCUS / OR ~0 '.;\[)fWALK. I 5"-t , " ,2) () r I ' j_lj./~, &, - 8. All BURIED NUTS AND BCLTS ~ALL BE /:;' •. ,,::;,,; ,:.'°•·0~ T l v,w g WAX TAP[ COAl[D PER SPEC. 09902 (): , , · • = 4~v .,;-""'" 1~1,:r ~!~"' ,;,,$~=$~0 0 ~ I ~ ('{'· ,.-~~ ·:::.. " r I 0-:,-/,) .-',; ',';Jar,-, g d ,§ 1-=.. .• ,.. :..m-!!ir.[_Tl - ---.----. Vi\RIES A~\ 1' '0' ITEM DESCRIPTIOfJ 1 A.C.P. RT X FL TEE. 2 DUCTILE IRON PIPE -D.I. TEE WITH u" fl. OUILtr. / PJ OR MJ X fl > 3 STEEL PIPE -6 $TEEL rL O!Jn.cr. 4 AS13E':iTOS CE'¥1EtH PIPE -i'll X fl TEE wm1 6 OUlLCT. 5 6 FL X PJ CATE VALVE. ~ li GLASS 150 Pl/(; Pf.!!: . ·u~E 1-111-'L 7 n X .10 PJ X FL 8 ~LL f l"I HOLE PA1 N J. 8 6 1/ARJABLE I ENC.TH FL. BREAK Off SPOOL I GROO'IEO 001H t.NDS I. 9 1:::~ FIR~ HY ANT. 10 POI. YF.lHYI.FNF. FNCASFMFNT 11 VAL 'IE BOX ASSfl.lALY. 12 TI-/RUST BLOCK REV. APPROVED UAI E CARLSBAD MUNICIPAL WATER DISTRICT FIRE HYDRANT ASSEMBLY \,,..."rT. W.-. le ,1...1.J <.:HY (Nf.il~,t/11-q OM£ I1EM 1 2 J 4 7--~ - " 7 8 '''"'"""''"'NO. W-12 -.l. N 'l SECTION PUBLIC PRIVATE 1-----{ 1' MAX. ro BE INS[)UED PURSUAIH ro Ml.Jt,lll)PAL COOE 8~ 1U8.0ID,,1001-SEC. ) l< TIRE 17 Cf TiiE CALifORHIA AOL!H:3TRA1lvl: CODE. ALL BU~l[D HUTS AtlD OCUS :JIAI.L 0[ 'NM TAPE COA1£0 PER ':ECl. 09902 O[SCRII' IICJN SP[C/DWG flPI-IHUVI:]) CHECK VALVE ANO f:JAC:KFLOW PRE\Jl:}ll£R lkr-'l ASSEM8LY. FL 90" OEND SIZE X TYPE rER PLAN. 4 INCH THICK CO~JCRE1£ PAD 12000 PSI!. MElER BOX (BY DISTRICT~ FL. 10 GA CMl&:C C-JSU SIEC:L SPOOL '1'11fH S.0.'N.0. Fl ANGE. THF:UST 0 ' OCKING ., -o PSI . "GO r_ '"-W VE ANO METER I BY DISTRICT J. I POLYETHYLENE .,F;,,W,e,'A,aS,.,'M"''"'N.,_T ____________ -l-----1 1-R.;;;E;...V;.,.. ;.;;AP-"P"-'R.;..O'l:.::E.;..D +D;...A;...1E;;.+-.;..;CA"-R ... L.;..SB_A_D"-M ... U ... N:.;.IC.::..IP"-'AL-'-""W"-'A.;..TE.::..R;...D_IS"'T_R;...IC __ T •~, ",:" , . 1fffil 3 INCH AND ABOVE CITY "'"""' ' OAT£ BACKFLOW INSTALLATION ST<NDAl<O O>O<', NO. W-21 ,z,/'llJ/;tj VA'(r 7K t/2Jh'/ DATE INITIAL EXISTING 12" WATER MAIN EXISTING 2• MANUAL AIR RELEASE -?- ASSEMBLY (STRAP SADDLE) PER J CMWD sm. DWG. W6 TO BE REMOVED AND RELOCATED FURTHER SOUTHl',[ST, SEE BELOW. PUSH-JOINT__,...--,---- EXISTING 2• BLOW-OFF ASSEMBLY (STRAP SADDLE) PER CMWD SID. DWG. W6 EXISTING 12• DI (PJXFL) 90' BEND WITH CONCRETE THRUST BLOCK EXISTING 12" {FLXPJ) RWGV PER CMWD STD . DWG. W16 ~EXISTING 12• WATER MAIN EXISTING CONFIGURATION EXISTING 12" WATER MAIN PROPOSED 12·x12·x12" . (FLXFLXFL)" DI TEE WITH CONCRETE THRUST BLOCK PUSH-JOINT PROPOSED 2" BLOW-OFF ASSEMBLY (BRASS SADDUE) PER CMWD SID. DWG. W6 EXISTING 2" MANUAL AIR RELEASE PROPOSED 12" WATER MAIN ASSEMBLY (STRAP SADDLE) PER DATE CMWD STD. DWG. W6 PROPOSED 12" (FLXPJ) RWGV PER CMWD sm. DWG. W16 PROPOSED 12" (FLXPJ) RWGV PER CMWD STD. OWG. W16 EXISTING 12" (FLXPJ) RWGV PER CM\\ll sm. DWG. W16 · EXISTING 2" BLOW-OFF ASSEMBLY (STRAP SADDUE) PER CMWD SID. DWG. W6 "'-'-._,~EXISTING 12• CD EXISTING 16" WATER MAIN PROPOSED 16"X16"xa· (FLXFLXFL) TEE WITH THRUST BLOCK THRUST BLOCK PROPOSED 16" (FLXPJ) RWGV PER CMWD sm. DWG. W16 WATER MAIN PROPOSED CONFIGURATION CONNECT TO EXISTING 1211 WATER MAIN DETAIL N.T.S. EXISTING 16' WATER MAIN EXISTING 16' SUND FLANGE 111TH OUTLET FOR 2• M.A.R. AND CONCRETE THRUST BLOCK PER CM'Ml SID. DWG. W6, TO BE REMOVED. EXISTING CONFIGURATION PROPOSED 2" BLOW-OFF ASSEMBLY (STRAP SADDLE) PER CMWD SID. DWG. W6 PROPOSED B" {FLXPJ) r RWGV PER CM\\ll SID. DWG. W16 PROPOSED B' {WATER MIAN L_.j[h<x---_L- PROPOSED 2• BLOW-OFF ASSEMBLY (STRAP SADDLE) PER CM\\ll STD. DWG. W6 I PROPOSED 16" WATER MIAN 18" _j ~~,...- r, PROPOSED 16" BLIND FLANGE WITH CONCRETE THRUST BLOCK THRUST BLOCK ----t'-I __ _.,I FUTURE 16' WATER LINE, ~ 490 ZONE. Le:) PROPOSED CONFIGURATION G) CONNECT TO EXISTING 16" WATER MAIN DETAIL N.T.S. I SHSET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CANNON AND COLLEGE HIGH SCHOOL WATER MAIN EXTENSION DOMESTIC WATER DETAILS AP:~Dv~N~ SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/31/11 v,Jsdo DATE INITIAL DATE INITIAL DWN BY: ( CHKD BY: (I. PROJECT NO. DRAWING NO. ~t:>t\-t ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I PD08-07 I 459-98 0 01 ~ 0 ~ -01 0) tO (D OJ f\lOTES: 1. IHERE snALL lj( NO FIIINGS QR COtlllC!~S Bl!W:.EN JI-{ MEIER M-0 8.\CKFUJN A~(!i!fl l. 2, Cctt5JR\iCr 2' 111(.1! W.::1A1!4NG W.&LL OH ~ SOCS Cf OA!:Kfll.JYI Pf('F..NIER 111.IC_N tlSJAl.l[I) ct{ ~:t OR 1;1CAIE.~ '.i.OPE, f.l'UI Ht~ SHAL!. &:: Al OO'Mt".U Slet; Qf \Lt PL PliO'IIJE t HUllll.lt I~ Clt;AJWIC[ 1:1::IM[r-; '"AU. At-0 BACl<FLC',l PRE'IUHER. 3. DO t(H INSTALL IN AA(A SUIJJECl 10 fLOO(U\G (J MAX IJ>-- 12" MIM. 36" MAX. •·· Al,, ,,. I ;..=:i-=-~ -=-c.;+----l""-----l-+----'-----'""'------1-f---''""-- r---. ,......,..-• .. . ~. ~ ,, J I , 7 II 3 11 // // ____ ..-c:,, PUBLIC PRIVAIE CONSUMERS RESPONSIBILITY (L.,-~----- I It I.II 2 3 • i 8 10 BE NSTAllED Pt.RSUJl.tH TO 1,HJt,,ICPN.. COO[ B()();( II.M.OID.4001-S£C.5 & TITIE 17 OF TH£ C/llfoetJIA ADM ~STRAJM: CCDE DFSCRIPTION METER ANO VAL VE f BY DISTRICT ). nPE K HARD OR TYPE L HARD COPPER OR BRASS RISER. COPPER OR BRASS 90' ELBOW l 'SOLD[ll -JOINT'S or~ nmEADCD FITTINGS COPPEF< Uf~ BRASS NiPPLE . l:l~A5S UNIQN. ,'\PPROVEu H,\CKr'LO'N PREVENTER ASSEI.IBL Y. CONGRETE THRUST BLOCK rJ2T BOX l BY DISTRICT J. 5PECIDWG W-9 RFV. APPHO'IEO DATE CARLSBAD MUNICIPAL WATER DISTRICT , t----t--------;--"""'"'T""" ..... ----...... -------------"'"-.:)J "'-T. \ I. •; 7.b/M,_ 2 INCH AND UNDER "" [NQIIEtR ' DAlE BACKFLOW INSTALLATION ""'"" """ "'· W-20 ITEM FOR WATER SERVICE CONNECTION ( TYP. ) OESCRIP IIOM l D EKE BAND BRASS SERVICE SADDLE. 2 CORP. SfQP 1 WAlER ~[RVlCE. J P. T P WMER S RVlC . , P. ST P I AIR VACVUM VALVE ASSEMBLY. . '5, CORP. STOP 2 AIR VACUUM VAL11E ASSEMBLY. a I MANUAL AIR RELCA:'.>£ A'35EM8LY. 7 2· BLO -OFF MMJ AL AIR RELEASE ASSEMBL --8---r E.lLow .... orr Alf{ r~[L[A'3[ ASSEMULY. '.,J NOT U~El) .t.1:r-·GXfif§fJffiJ ID STEEL MAIN SPEC DWC W-7 W-7 W-6&7 W-tJ&/ 10 3000 PSI FORGED ST<FL COUPLIN V. LDED TO MAIN. W-1'1 11 IN I AT\NC U. HINC ::'XAl'l OR RIN I - PIPING(?) PER PLAN . GAi~ YALVc I (2) er ' •' _. .. ' ·, .,. __ II f " ' SECrtON PUBLIC PRIVATE 1 '-,.:../ Cll[CK VALV[ I ((!d CHECK VALVE 2 (2) ·"' . . . ,_. k+ • : -::::J . .... "' '.((~-} JH ~..,._ -- O' •:arJ-.'.:../i·,,.·• .. ::-:,-r-.-:--N GATE VALVE 2 WIPA,, ME llR' W/ DOUBLE CHECK VALVE 0'/PASS 'BYPASS ij[J[R TO 6[ PURCHASED mm crrr <-------< 1 >------~, PLAN NOTE: All ~J~ED ~IS ;m BO.IS :it All ~l WAX 1-'fE COA l[U PER '.:t'ft;, l.)';!!IIJL ITE\1 CONSUIJERS RESPONSIBILITY !HIS. DRA'i\t.G SHOWS J.INl',IUhl RE~REM[NTS Y CM\liO FOO. TH[ l>:X:V AS9:.IJB:..I. l.t00lr7CATICNS ~Al 8( R(Ql,t,ED rm rnE M~H,L'S APPROVAL DESCRIPTION 1 AP?ROVED nousu=· CHECK VAL'1E AND DETECTOR ASSEMBLY. 2 FL. 90' BEND OR T'-E 1\11H HOSE FITTINGS 2/\. DEPFNDJNG ON IHF P/PEUNE MATERIAL SHOYIN ON PLANS, 90" BEND ,..nr"l r LX,-v OR , 1.J 3 4 INCH THICK CONCR>Ts._P_AD (2000 PSII 4 FL. 10 CA CML&C c-150 s·;;rE""ELi-"-'as'iip,"'uo"'L~"'v;"'11'7H-,S"·.u"'•.'"'l/".o'. CF'LA">"'Jc"''E-. ---+------t ~-+~tRRU5"T BTOl:'"r<TFfG( :yJ :.ill • .:,60 -1., 0 ti 1-'Ul... YE IHYLENE ENCA5EM[N r 7 6N MINIMUM DIAM~ETER -RFl'JLJ(:F~DOAIAE'TFR l~l RISER ABOVE FINISH 8 GAi 'I. PIPE SVP : EE '< MA FIG. ii'~9~1 :::::::;::;:::::::::::===:t:====I ,H • ) ~ IKP A ~ RE'!. APPROV::O DATE CARLSBAD MUNICIPAL WATER DISTRICT . , T,lnL.._ I. 7/., /_, ABOVE GROUND DOUBLE CHECK VALVE DETECT DR ASSEMBLY C!T't ENGl'-"fll ~ DAT~ SIAJ<DAAD DWO. NQ. W-2 2 40rr 30 11 u._ ~ ~ 0 ~ .5 -< ~ 0 cc ~ 20 2 r= 0 u ~ -~ 0 •§ 0 ru w 10 u 4 NOTES: r r ·r --. rr ., . - r rr G 8 10 )2 Pipe Diameter in lnche~ 1. llA1:.U ~ l°:tJ, 1-".>I ll$1 n,:tS'.>Uhl MU lll-J.MNG VALll:S Of DRY SCl!_S . '.l. 'IAtlJ($ moll (UR'.t:S -',J1[ rm TE($ N-10 OCAQ[\DS, LE.; c;m.-JGlll Lit,( IIIRUST. fCR W BEi,~. H V,\ll/E fR(J,I CLIM. rcR 45· 8P,,D: o a V,liLIJE rn;:.1,1 a.RY[ rcR 22 112· r£oo, o., v~u, r.wi cm•£. J. ft:I< t'GU~!UQflS 1\01 CO~Nl:I,> Ill Wlf'lt.5, SPEall.l !H~VSf WIILLS, lHRIJSf 8:J;kJ(S NW mrJifJfi MlJ$f HE C~LWL.t.[£1) ~D APPRO\-£D, Hi IT[M >-' 0 (/1 f-Vl f-,( 0 I-~ ~ z !-- C) => U 0 SIUt:\'IALK G) M[r[R □ Y Ul'.:i ff<IC I. . N N - FLA~IGED BALL VALVE 8Y D!'STRJCT. I I-® -·ir~======'i==~~::::==:-a-,.,~~tf-.=___.L_ __ _ @ ~----_[~~-~'.~-_/, HOTFS: I. DISTRICT W,LL SET METER AND BALL VALVE 2. All CoPPCR JIONT5 'SJ/All QC 5/LVEr< 50LDU<CD IN CUNl-"UKMANCE WI IH SPECIFICA !IONS, 3. TAP TO MAIN TO BE MINIMUM OF 18" FROM NEAREST COUPLING or TAP. 4. 1-'0'.illlON ANOOE MIDWAY l::lUWEEN PIPELINE AND IAETER BOX. 5. roR NON-CON rlGUOUS SIDEWALK ~EE VEIAIL DRA'WING WJ. DESCRIPTION SPEC/OWG I 2 COPPER SERVICE PIPE 2 OUTLET Oil PVC PRESSURE PIPE W-8 3 OUTLn ON ACP PIPE 4 OU I LE r fJN CMLd.C..: :nEH. P!PE 'l/-9 :, ourtEI ON DUCrlLE /RON PIPE '11-9 G 7' 1\NSLE MFTFR STOP 1=~7=+=~ 1rR AQX lf1 /FR 1R r1C ARiA.l B METER BOX AND COVER l ~!Ors-TRAFFIC AREA 1 g 'J" C' X C 90' El I fSIL VER '30 Rl=TI 'I_ 1D -, 1 ..i, 7INC AN 'Iii fH AN 1 ~AO WiRF REV. i\PPKO'IEU DATE CARLSBAD MUNICIPAL WATER DISTRICT ., F,' 1 ,.._,~. 1h,/,;, 1---1---t--12' WATER SERVICE CONNECTION FOR I I/ 2' B 2" METERS CITY rnc1wtt> \J. OAT£ SIANDARO DWC. NO. W-4 -+--< 8) '7 \\1RF ~~~~~ -...,$_.r W:RE rl j) ~.,J DETAIL A ANODE LEAD ABOVE GRADE CO,~MECTICN 2 ZINC ANODE AGOVE GRAD[ CONNECTION N01f5: 1. RISETI PVi ollALL OC 'MRC ORUSIIED 10 Cl[MJ OOIG!lf M(TAL 2. Pn a.,\MP SHALL oE LCCAITD 00 msrn PK !. l&E IN\ULAIION SHALL el SIHiP!'lD 10 A ML11MU~ LENCIH TO COO\ECf \'ii~£ TD PIPE QNJ?. PACKAGED BACKFILL COMPOSITION: 751' GYPSUM 2D~ OCNTCIJI TE 5:r. 50Dl!JM SULfAT[ ~COi 'llllGHT; JO LBS. PKCO. VlilGHT: JD LBS. AFPROl ITEM DESCRIPTION 1 ANOO;:' LEAU N0.1'.l AWG SIIW. COPPER WIRE-'II/ "JHW INSl 11 A·r10M. 2 1 l[A r SI JRINKABLE SLEEVE. .3 ;;>ILVl:J-< '.::>OLLER CONNEC IJ()N. 4 1/4" DIAMETER GALVANJZEO STEEL CORf. 5 2 X2' X30 ZINC ALLOY INGOT. A.C. MAIN P.V.C, MAIN rn :;~e Gen. I Nole j -- 0 TYPE C GENERAL NOTES: See Genern. I Note .3 ------- l'IPE: 0 1. E~lsUng /\..C. shell be cut and moved In s h a manner so os not to leer, bulge or displuce adjc:ce·tl pQv nt. -~d s shall oe (:14¾011 und vedicol. All cuts shall be parollel or perpe ic..ilor to street centerline, when practlcof, 2.' S'oughlng of trench under po,,,,·em.ent sh II >o,e C<Ju!!le for re.q_uiriri<:1 {ldditinnal · p{Jverner·L a:id base, -ff @3r--q I FOR WATER SERVICE CONNECTION ( TYP. ) .3. Trenc~1 et.lgeo Lo be cut o minimum o 152rr'T1(6•) ,..,,idtir lh1Jn lrench for 914mrr. (.3') wiciP. er IMS, <inc1 .)O~mrr (I ' wid fer trP.nche!'I over 914mm (3') wlde. HOTI:s TYPE-C: I [EM DESCRIPTION SPECIDWG 1 ()UUHLE OANl) !::lt<:A::S::S ::.;fHVICE SADD' r.:-, 2 BRONZE DOUBLE STRAP SERVICE SADDLE. 1. Concrete shall be colored blo where rec_uir d to mot<:h exi!tir-g po1,1emenl, method to be spec:fied by 2. Minimum concrete lh!ckne : Alleys ond locol re.side .101 !itreet I ?7mm (E'i") Major streets ond hi way ------------------=--t78mm (7•) Trench resvfocing · P.C.C. poverrenl ~hol! have t. e above mlr.iinum thi<:kni,s1 or mo;r. the. existing eoncrete thickness u~ one inch, ·tthiche11er is g"e ter. 3 CORP. STOP l V.ATER SERVICE. W-3 1 CORP, STOP ,, WA T;R SERYlCE. W •4 NOTES l'l'Ft:-0: fi CORP. STO? I AIR VACUUM \/AL 'IE ASSEM8t Y. W-7 at pio:"lt mi:-.. l-.;,-"-J--_,CORP. STOP 2·· AIR VACUUM ;/VA'i,L,i-V'oE-'A,_,5~5~EM,,,□,,L..,.Y ________ .f---ii.-w-'77_-I_ 7 t" MANUAL AIR RELEASE ASSEMEILY W-5 I. 2. of □:'!.pha·tic c:mulsicn or paving o,pho!t !hall be plied to i-.e,u-·l--ic'.l.11 l::3LO'II-Off '-'ANUAL AIK f~ELl:::ASE ASSEMl::ll Y. W-5&0 the exisli g A.C. ot ,:iii contact surface'! ard to part1011d ceme concrete prior t p'o<":imJ n~w A.C. 9 ?" MANUAi RI riw-.rlFF / AIR RELEASE ASSFMRL Y. W-B,'.L.7 3. A.C. r surfocir,q shall be :seal coot!!'d with on er.-iulsified ogpholt {In cov ed with sond. Crip ,eolinq '9hOII ba applied as rf'!q\.Jired by Ag_ cy. KEV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT =~4;.bt, 1~1:; Revision SAN DIEGO REGIONAL STANDARD D~AWING .1(():)W1o;ENN"n !\NI OIEOO '<EO:CN!lol. s INf ClMW rra; 1---+----+--1 OUTLETS ON A.C. OR P.V.C. MAIN FOR I INCH THRU Z INCH ASSEMBLIES s1»<0ARO o•~-HD. W-8 TRENCH RESURFACING TYPES C & D 8' HIGH CHAINLINK FENCE go· (FLXFL) -...____ PROPOSED 8" POTABLE WATER (DR-14) ( 446 PRESSURE ZONE) 163 PSI go· (FLXFL) USE SDG-107, SD1i-108 ~-----------------AS-REQUIRED------------------ PRO\'lDE CHAINLINK ROOF COVER 6" RWGV PER CMWD STD 8"X6" REDUCER PRESSURE GAUGE LIQUID FILLED? r DWG W-16. !SOLA TION VALVE, CLASS 300 12" LONG, 6" 6" PRESSURE REDUCING VALVE, CLA-VAL, MODEL 90G-01BYKC D/S 150 LBS. W/ CRD 30-300 PSI RANGE. PRESET AT 132 PSI. CLA VALVE X-141 SUPPORT (TYP.) JSTEEL COUPLs"ING.,_--'=;l lf-------11 18"MIN. j 0 0 12" LONG, 6" DUCTILE IRON SPOOL WlTH VICTAULIC COUPLING ALL FITTINGS TO BE CLASS 300 AND SHALL COMPLY 111TH CMWD STDS. AND SPECS. PROFILE VIEW 8"X6" REDUCER 6" RWGV PER CMv.1l STD DWG W-16. ISOLATION VALVE, CLASS 300 PRESSURE GAUGE LIQUID FILLED CLA VALVE X-141 90' (FLXFL) 8' HIGH CHAINLINK FENCE 1'!1TH 2" 1'!1DE \'lNYL SLATS, COLOR TO BE APPROvl:D BY CITY RESIDENT ENGINEER. 90" {FLXFL) TRUST BLOCK THRUST BLOCK I 6" -HIGH CONCRETE I CURB &: GUTTER PROPERTY LINE _________ , 5'-GATE ---------1-1---+---I I L __ PROPOSED 8" _.,.-j--• 4.0' • PROPOSED 8" POTABLE WATER (DR-14) (375 PRESSURE ZONE) 132 PSI POTABLE WATER ~ l . PROPOSED 8" (446 PRESSURE ZONE) 1 POTABLE WATER I'-e <1 e ~(375 PRESSURE ZONE) 6" RWGV PER CMWD STD DWG -----c------ii-~4• P.C.C. PAD--------. 1-.;,.-"-t--i;C",LO~T:,.H:,:;;BA,iG<;·==~-------_,._ ----------1------t 7 PACKAGED BACKFILL W-16. ISOLATION VALVE =----7: 11:J:==q==:{5~P:;_A:'._D_:~~71~.5:0.,'.'._-,rl• •~ c--,-~-+~ 1 _ :::;'1::, 0.0~ THRUST BLOCK 6.0' <l ~ 8' HIGH CHAINUNK FENCE 1'!1TH 2" 1'!1DE -ff~·-BRASS OR COPPER RISER PIPE. ~ HRA OR Pr r,; PIPF r•1 ALIP WITH 'I " (TYP.) ~I• d e \'lNYL SLATS, COLOR TO BE APPROvl:D -I_,,_ --6---¢,----&'--..-..... -r--~ BY CITY RESIDENT ENGINEER. PROTECTIVE GAURD POST (TYP.) PROPERTY LINE REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT REV. APPROVED DAIE CARLSBAD MUNICIPAL WATER DISTRICT ~ .... :~:t::::::~J~::j-:=:7~~~~=~=~~~:::--ii~,ti~b"'!Y·· ,: ,, 0 OUTLETS ON D.I. OR STEEL MAIN FOR crrr mo, , o.m REI/. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT r=r=r-i----=~=;.;.;;;..;=~"-,.;.;.--f.l.;!!S::l.'•,,i.,t.,,...,,1--11Lof-"" THRUST BLOCK BEARING AREAS °'' '"0"g;;--oi,IT STAllO,RD DIOC. "'· W-1 9 ZINC ANODE AND CONNECTORS FOR I' AND 2' WATER SERVICE "l,,,,..~'T,J.l-t, 1k/pa CITY El~Cltt~R DATE 6" PRESSURE REDUCING VALVE PLAN VIEW 6" RWGV PER CMv.1l STD DWG W-16. ISOLATION VALVE I INCH THRU 2 INCH ASSEMBLIES """""'ow,."'· W-9 ■ 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. ... FOR CONSTRUCTION -, I ,. ., , DAIE: Apr 28 2010 FL C FLORES LUI\D CONSULTANTS PLOrrrn: PROFESSIONAL ENGINEERS FLC PROJECf NO. C0742 508 W. GRAHAM AVEH...E, SUTE 'I04. LAKE ELSN:AE, CALFCFNA 82530 DESIGN BY; AAK [858) 688--0828 FAX [861} 471-1835 1-EAD a"F:cE: ORA'M-l BY: SLL 7220 TRADE STREET, SUITE 120. SAN DIEGO, CALIFORI\IIA 82121 (858) l568-0828 FAX (868) 568-0827 REVIEWED BY: WRL www.floreslundcom UPDAlED BY: STA\DARO owo. NO. W-2 5 "AS BU/ L T11 ~ ,, qu/;I/ EXP ~pt/'. DATE R.fVt:P BY & i/z34e~ /w"°'/__ ti. · r?i s'.p ccro (1.. 1 PN - CD PRESSURE REDUCING VALVE N.T.S. I SH6ET I CITY OF CARLSBAD I SH6ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CANNON AND COLLEGE HIGH SCHOOL WATER MAIN EXTENSION DOMESTIC WATER DETAllS , A~DY.Ji,Vo/12KI SENIOR Cl\'lL ENGINEER PE 41204 EXPIRES 3/31/11 ~/4-la DATE fl\ DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: \J jC ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD08-07 459-98 \ I 0 0) ~ 0 .l:l,, .... 0, 0) (0 I (0 O:J