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Home My WebLink AboutDWG 422-9; CT 04-06; PALOMAR POINT; 01-07GENERAL NOTES 1. THIS PLAN SUPfRSEDES ALL OTHfR PLANS PREVfOUSL Y APPROVED BY THE 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 CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PfRTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCO\.fRED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF -WORK FROM RESPONSIBILITY FOR 111E CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP1l. Y SUBMIT7ED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY P£RMIT FROM THE CITY ENGINEER IIILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILfD NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE P£RMITIEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THf INSURANCE CQMPANY KRl17NG 1H£ POLICY MUST HA VE A RA TING OF • A. AND A stZE CATEGORY OF CLASS VAS ESTABLJSHED 8Y "BESTS" KEY RA17NG GUIDE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF 1HESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS IIILL BE MADE TO 1HESE PLANS IIITHOUT THE WR/TlEN APPROVAL OF THE CITY ENGINEER, NOTED IIITHIN 111E REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND T11l.E SHEET. 8. ORIGINAL DRAIIINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVfSfD TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE lRENCilES ARE IIITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMIT7ED BY A PROFESSIONAL ENGINUR OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. 1HE SOILS REPORT IIILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR IIITHIN 7WO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEOIA TELY SUBMITTED TO 1HE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECQNS7RUCT10N MEITING SHALl BE H£1,D AT THf SUE PRIOR TO 11-IE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CQNS1RUC71QN. INSPECTIQN. SUJ'[R\ASION, TESVNG AND ALL OTHER ASPECTS OF 11-IE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING mE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECVQN REQUESTS OTHER 11-IAN FOR PRECONSTRUCVON MEEVNG IWLL BE mi5 Zi~r IN7MftB'»~5:mtts ~i rJPWt~ir:o :mEtJ tbiE P.~.T ON 11-IE DAY BEFORE THf INSPECVQN IS NEEDED. INSPECTIONS MLL BE MADE mE NEXT WORK DAY UNLESS YOU REQUEST OmERIIISE. REQUESTS MADE AFTER 2: 00 P.M. mu BE SCHEDULED FOR 7WO FULL WORK DAYS LATER. 14. THE OWNfR AND/OR APPLICANT THROUGH 1HE DEVELOPER AND/OR CONlRACTOR 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 CONlRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMtmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO.WNG 1HE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA VfNG GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHfS OR DURING 1HE PIPE INSTALLATION 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 THf PLAN VARIES FROM THE SHOR/NG SYSTEM STANDARDS ESTABUSHED BY THf CONSTRUCTION SAFETY ORDERS, T11l,E B CALIFORNIA ADMtNISlRA VVE CODE, THf PLAN SHALL Bf PREPARED BY A REGISTERED ENGINEER AT 11-IE CONTRACTORS EXPENS£ A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO 1HE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE QISCO\'ERED mm1N ANY WORK ZONE DURING CONSTRUCTION, OPERA110NS 111LL CEASE IMMEDIA 1EL Y. AND THE PERMITTEE IIILL NOTIFY TH£ CITY ENGINEER. OPERATIONS IIILL NOT RESTART UNTIL 111E 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, ARR/VAL, DEPARTURE OR OPERATION OF TRUCKS, EAR1HMOVfNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 0111ER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO 111E PERIOD BET'MEN 7: 00 A.M. AND SUNSET £,ACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON 'l+ffKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT mE ENGINEERING DEPARTMENT COUNTER.) 18. ALL Off-SITE HAUL ROIJJES SHALL BE SUBMITTED BY 11-IE CONTRACTOR TQ ,11-1£ CITY ENGINEER FOR APPROVAL TI\O FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE; OCCURRING ALONG 1HE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF 11-IE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED 1111HOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. TH£ EXISTENCE AND LOCATION OF UTILITY S7RUCTURES AND FACILITIES SHOWN ON 1HE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF 1HE AVAILABLE RECORDS. ATTENTION IS CALLED TO 1HE POSSIBLE EXISTENCE OF OTHER UTILJTY 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 111E UTILITIES SHOl'IN ON 1HE PLANS AND ANY OTHER EXISTING FACILITIES OR S7RUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) .W111/N THE PROJECT SITE SUFFICIEN1l. Y AHEAD OF THE CONSTRUCTION TO PERMIT 111E REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND 1HAT 1HE ACTUAL LOCATIONS ARE IN CONFLICT Wt1H THE PROPOSED WORK. 22. THE CONlRACTDR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR mEtR FACILITIES AND SHALL COORDINATE WORK 111TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOG&E PACIFIC BELL ADELPHIA CABLE COMMUN/CATIONS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) • CITY OF CARLSBAD (SEWER, WATER &RECLAIMED WATER) * SAN DIEGUITO WATER DISTRICT * LEUCADIA COUNTY WATER DISTRICT * VALLECITOS WATER DISTRICT * OL/VENHAIN WATER 0/SlRICT * BUENA SAN/TA TIOl't DISTRICT AS "APPROPRJA TE SOURCE OF TOPOGRAPHY 1-800-422-4133 (760)480-7647 1 800--892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY TOPOGRAPHICAL METHODS BY SPEARS AERIAL SURVEYS DA TED 12/04/00 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS MU BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND mE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO mE ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF 7WO (2) CITY WORKING DAYS BEFORE 111E WORK .BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS. SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE •AS-BUILT' PLANS. NO DIRECT BURIAL STRffi LIGHT FOUNDATIONS IIILL BE ALLOKED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE mm A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPm IS LESS THAN 15 FEET AND BACKFILLED Wl111 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS AS1M STANDARD 3034 FOR SOR 35 SOLID WALL PIP£ 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 111TH PROPERLY COMPACTED SOILS. IN 01HER AREAS 1HE PIPE IIILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Tl1l.E 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN 1HE STREET Wl1HIN 1HE LIMITS OF WORK OF 1HIS PLAN PER SDRS DWG M-19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE OISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. 1WO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWE'R MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE .WTH THE "CITY OF CARLSBAD ENGINEERING STANDARDS, 2004 EDITION, VOLUME 1, GENERAL DESIGN STANDARDS, CHAPTER 6, DESIGN STANDARDS FOR GRA VfTY SEWER LINES AND APPURTENANCES. 2. THE CONlRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSlRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO 1H£ DISTRlcrs EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTR1crs ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760] 438-3891) CMWD CONSTRUCTION NOTES 1. ALL POTABLE WAIDI SERVICES SHALL BE 1• AND ALL. POTABLE WATER METERS SHALL BE 5/8" (UNLESS 01HER.WSE SHOWN ON PLANS.} 2. ALL WATER METER BOXES SHALL BE 17"x30"x12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL J. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH Mm FINISHED SURFACE GRAD£ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR 1HIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF mE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORAMNGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: K &: S ENGINEERING ADDRESS: 7801 MISSION CENTER COURT. SUITE 100 PALOMAR POINT CITY OF OCEANSIDE PACIFIC OCEAN -' I .. -.... NOT TO SCALE --------- AVf. CITY OF ENCINITAS .... VICINITY MAP NOT TO SCALE WATER. NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE lllm "CITY OF CARLSBAD ENGINEERING STANDARDS, VOLUME 2&3" DA TED JUNE, 2004 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM 1HE DIVISION OF INDUSlRIAL SAFETY BEFORE ANY EXCAVATION AND PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF mE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EX/SITING C.M. W.D LINES. A PERMIT SHALL BE OBTAINED FROM 1HE C.M. W.D OFFICE AND MUST BE SIGNED AND APPROVED BYTHE CITY OF CARSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATION'S PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTUCTION BEGINS. CONTACT 1HE CITY OF CARLSBAO ENGINEERING INSPECTION DEPARTMENT- TELEPHONE NO. (760) 438-3891, FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY 1HE CITY OF CARLSBAD ENGINEER/NG INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED-TELEPHONE NO. (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOIIED 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 1HE CITY OF CARLSBAD DEPUTY ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMOSTRA TES 1HAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER mu CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BET'MEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSlRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATION FOR 1HE CONSTRUCTION OF RECLAIMED WATER MAINS- CARLSBAD MUNICIPAL WATER DtSTRICi. OCTOBER 1993 OR AS AMENDED. 10. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1"AND ALL METER SHALL BE 5/8"(UNLESS 0111ER.WSE NOTED ON PLANS). 11. ALL WATER METER BOXES SHALL BE 17" X 30" X 12• POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 12. MINIMUM SPACING BET'MEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 13. THE TOP OF WATER METER BOXES SHALL BE FLUSH M111 mE FINISHED SURFACE GRADE. 14. CONS7RUCT10N OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO 1HE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWE'RS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. CMIIIJ PVC lF EA STA FH C/1. or <t P,/1. or t ACP HG/.. EXJST or EX MIN Pvt PT 8.0. or BO PVT RPDA POT Sll Cl SAH ABBREV/A T/ONS CARLSBAD MUNICIPAL WAJER DISlR/CT POL YVIN'tl. CHLORIDE UNEAR FEET EACH STA110N FIRE HYDRANT CENJER UNE PROPER7Y UNE ASBESTOS CEMENT PIP£ HYDRAULIC GRADf LINE EXISTING MINIMUM POINT Of \lfRTICAL INTfRSECJlON PaNT BLOW OFT PRIVAJE REOUCEJ) PRESSURE DEJECTOR ASSY POTABLE S1EEL CURB INLET SEll£li' ACCESS HOLE FL or FLG PJ PVT RPDA RPBF RW GPM /RR DOM ASSY M.A.R. AV FS GV HOP£ PIV roe RCL CMC4tJ.. CB PLAN SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET, NOTES & LEGEND FLANGE PUSH JOINT PRIVAJE REDUCED PR£SSURE DEJECTOR ASSEMBLY REDUCED PRESSURE BACK FLOW RECLAIMED WA 1ER GALLONS PER MINUTE IRRJGATION 00/.IEST/C ASSEMBLY MANUAL AIR RELEASE AIR VACUUM VAL VE FIRE SERVICE GAJE VAL\£ HIGH OENSl7Y POL YE1HELENE POST IND/CA TOR VAL VE FIRE DEPARTMENT CONNEC110N RECLAIMED CEMENT MORTAR LINED & COATff) CATCH BASIN 2 NOTES, STREET SECTTONS AND INDEX MAP 3 COLLEGE BL VD. SEWER PLAN AND PROFILE 4 5 6 7 RECLAIMED PALOMAR POINT WAY, SEWER PLAN AND PROFILE PALOMAR POINT WAY. SEWER AND WATERMAIN "A" AND WA TERMAIN "B" PLAN AND PROFILE WA TERMAIN "C" PLAN AND PROFILE WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE .WTH "CITY OF CARLSBAD ENGINEER/NG STANDARS, VOLUME 2&3• DA TED JUNE, 2004. 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. 3. NO PONDING, RUN-OFF OR OVER-SPRAY IS P£RMITTED. 4. HOSE BIBS ARE STR/C1l. Y PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWE'EN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STR/C1l. Y PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS IIILL BE ALLOWE'D IIITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRtcrs RULES AND REGULATIONS. •8. mE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOIIING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) .WTH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL IWR/NG AND PIPING. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY .WNDBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, ltHEmER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRIC1l. Y PROHIBITED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PR/VA TE LOTS. 12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTR/Crs RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY 111E CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID 111TH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTR1crs RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED M111 THE STENCILING ORIENTED TOWARD 1HE TOP OF 1HE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS,, THE RECLAIMED LINE SHALL BE INSTALLED .WTHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTErlD 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 1Z A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAIN5 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 BETWE'EN 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 mE SAN DIEGO COUNTY DEPARTMENT OF HEAL m SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO 111E FOLLOMNG: &wiW/iltrri'lf:¾~GA v~wJALSHifu¼<Wc 1Plfl1!u%'fgi/'1;5ifffLWRf,JJ~b ~ ~~ASS B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VAL VE SHALL BE OPERA TED ONLY WITH A SPECIAL COUPLER KEY mm AN ACME THREAD FOR OPENING AND CLOSING m£ VAL VE. C. mE COVER SHALL BE PERMANEN1l. Y ATTACHED TO mE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REQUIRED. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOIIING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY 1HE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. mtS SET OF PLANS P.I.P. 03-02 5. RESOLUTIONS NO. 5709,5710,5711,5712,5713.5714,5715,5716.5717 DATED: 09/01/04 6. 111E STANDARD SPECfFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 7. SOILS REPORT AND RECOMMENDATIONS BY NORCAI, ENGINEERING DA TED NO\'EMBER 05.2001 8. THE SAN DIEGO AREA REGIONAL STANDARD DRA.WNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 9. THE CARLSBAD MUNICIPAL WATER DISTR1crs STANDARDS AND SPECIF/CATIONS FOR WATER, SE1',£R AND RECLAIMED WATER. 10. Sllf.lP DATED 09/09/04 11. SWPPP DA TED 09/09/04 LEGEND DESCRIPTION DWG.NO. 16" PVC C-905 WAiER MAlN{POTABLE) 8" PVC C-900 WA1ER MAIN(POTABLE). 8" PVC C-900 WA iER MAIN(RECLAIM") 8" PVC SOR-35 SEWER MAIN S-5 2• WA 1ER SERVICE CONNECTION CMWO DWG. NO. W-4, W-8 (POTABLE) FOR 1-1/2" WA1ER ME1ER 1 • WA l'ER SERVICE CONNECTION CMWD OWG. NO. W-3, W-8 (RECLAIMED) GAl'E VALVES (SIZE PER PLAN) CMWD OWG. NO. W-16 FIRE HYDRANT ASSEMBLY 3 OU1LET FIRE HYDRANT 4-1/2" X 2-1/2" X 2-1/2" s• DEl'ECTOR ASSEMBLY (PVT) CMWD OWG. NO. W'-12 CMWO'DWG. NO. W-22 THRUST BLOCK CMWD OWG. NO. W-15, W-" 19 2" MANUAL AIR RELEASE (M.A.R.) CMWD OWG. NO. W-6 2• BLOW OFF(B.O.) CMWD OWG. NO. W-6 2• AIR VACUUM ASSEMBLY (A.V.A.) CMWD OWG. NO. W-7 SEWER ACCESS HOLE TRENCH RESURFACING 6" P.V.C. SEWER LA1£RAL CURB AND GUTTER TYPE G 18" RCP SD PIPE CONC. SIDEWALK STREET LIGHT AC PAVEMENT(PER STREET NOTE1) PED. RAMP STREET SIGN Cl TYPE B Cl TYPE B-1 CATCH BASIN TYPE F STORM DRAIN CLEANOUT TYPE A-4 RIP-RAP CROSS GUTTER CMWD OWG. NO. S-1 SDRSO SOG-107 CMWD DWG. NO. S-7 SDRSD G-7 SORSD G-7 CAL TRANS STOS SORSO G-27 SDM-102 SORSD 0-2 SORSD 0-2 SORSO 0-7 SDRSO 0-9 0-40 SYMBOL ---w-- ---w-- ------RW------ ---s--- --® ---§ --g,-- • ---0--- 1777777,3 ---® o--¢ ..........----- -D --e- 121 @b. □ □ • JlA RECLAIMED WATER NOTES (CONTINUED) QUANTITY 870 LF 1560 LF 1250 LF 1797 LF 3 EA 2 EA 24 EA 5 EA 3 EA 42 EA 9 EA 10 EA 4 EA 9 EA 430 LF 3 EA 1780 LF 560 LF 4620 SF 3 EA 32195 SF 2 EA 2 EA 2 EA 3 EA 1 EA 2 EA 1 EA EA *23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHJ\LL BE FAMILIAR Wlm PLUMBING SYSTEMS IIITHIN THE PROPERTY, MTH THE BASIC CONCEPTS OF BACKFLOWICROSS-CONNECTION PROTECTION,, AND 111E SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF 1HE DESIGNATION, M1H CONTACT PHONE NUMBERS SHALL BE PROVIDED TO 1HE SAN DIEGO COUNTY DEPARTMENT OF HEAL111 SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY. CONTACT LAWRENCE JETT AT (805) 693-1314 OR AFTER HOURS CONTACT LAWRENCE JETT AT (805) 693-1314 24.SHOW ALL PUBLIC & PRIVATE POTABLE MAINS ON IMPROVEMENT PLANS. CITY. STATE:··· SAN Dl[:61 CA92108 :::PHON~l;i~ DATE: Jf '1/11f ~ KA~S.S'Nfo/ r I BENCH MARK 21. AN ANNUAL CROSS CONNECTION INSPECTION IIILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES. COPIES OF INSPECTION REPORTS mu BE FORWARDED TO 1HE NON-INSPECTING PARTY. *22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "00 NOT DRINK" ON 1HESE PLANS. *ITEM NOS. l'L,1911r, &: 23 SHALL BE REQUIRED ,AJST PRIOR TO TH£ ACTUAL USE 9tit!f.'i}Alf n/7fftJXP'sll~s2i PJ.&sS1ft11Jf7~~TMM Msf1J¥To P.E. NO.: 48592 EXP/RATION DA TE: ~06='-/."'30,..,_/i"'-06~---------- LEGAL DESCRIPTION: PORTION OF LOT "F" OF RANCHO AGUA HEDIONDA, IN mE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP NO. 823, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON NOVEMBER 16, 1896. OWNER LAWRENCE T. JETT & HEIATT FAMILY LIVING TRUST P.O BOX 455 SANTA YNEZ CA. 93460 (805) 693-1314 CONTACT: LAWRENCE JETT BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS83, ZONE 6, GRID BEARING BETWEEN STATION CLSB-062 AND STATION CLSB-060, (80TH HAVING A CALIFORNIA COORDINATE VALUE OF FIRST ORDER ACCURACY OR BETTER AND ARE PER EPOCH 1999.92) PER RECORD OF SURVEY MAP NO. 17271 I.E., N 41·47•17•w PT.No. 62 STAMPING NAME: CLSB-062 L.S. 31B9 DESCRIPTION: FD. WE'LL MONUMENT CENTER OF BULB CUL-DE-SAC AT SOUTHEASTERLY END OF DAR.WNG COURT. REFERENCE ORA WINGS LOCATION: MONUMENT IS IN CENTER OF BULB CUL-OE-SAC AT SOUmEASTERLY END OF DARMNG COURT. soum OF ASTON A VE. ELEVATION: 302.90 DA WM: NGl,029 DIGALERT CALL BEFORE YOU DIG 1-800-227-2600 46 HOURS NOTICE REQUIRED CITY OF CARLSBAD RECORD OF SURVEY No. 17217 CITY OF CARLSBAD l/405-7, 239-1, 381-4 PROJECT LOCA T/ON THIS PROJECT IS LOCATED MTHIN ASSESSORS PARCEL NUMBER(S) 212-120-33-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 350 000 E ~1-6_7~7~000~----- i!1 K&S ENGINEERING Planning ,r UTILITY DISTRICT APPROVAL(S) AC7UAL USE OF R.C. WATER. WDID: 937C330784 CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS: NO. OF F.H.{S) .......Q... F.FLOW 1500 GPM OUT OF _1 F. 1------------------tBLDG. SPRINKLEDQ@)/ NO .•• F.FLOW~.P.M. CARLSBAD MUNICIPAL WATER DISTRICT J'tlt4 0~4Wno :3~1,4--05 BILL PLUMMER DA 1E DEPUTY aTY ENGINEER UIL T" 06-30·08 ,4/46 7 DATE 1 DATE t-----+--+----------+-----+---t--+----t I SH1EET I CITY OF CARLSBAD ~7 :==:::::'.-===E::N::G::I::NE::E::R::I=N::G=D::E::P=A::R::TM::E::N=T===-L.Z_j=.::=::::: i,:Oc=2-...:.14.:...-.::.06::.+...:.K:.::S:::.S-1-....__:.A:::.S_:-B;:;U:.c:IL::..T:_. ------------1----1----1----+----I IMPROVEMENT PLANS FOR: -ADDED TEMF' HIGHLINE FOR IRRIGATION SHEETS#4,5 PALOMAR POINT -REMOVED NUMBER OF <N SHEET#6 LOTS 1-7, CARLSBAD TRACT NO. CT 04-06 -REVISED SEWER DATA TABLE SHEETS # 4 5 6 GPA 04-08/ZC 04-03/LCP! 04-0'7 /CT 04-06 -ADDED 1" M .A.R. SHEET# 7 PUD 03-flZ/ PIP o:Hl2/CDP 03-0il/llDP 03-02. -REMOVED RECYCLE TO POTABLE WATER APPROVED: GLENN T. PRUIM O'r INTERCONNECTION-SHEET# 5 ., /.,._&, 5' l=:-::-::-:::-::-t-:::::.::--f-,R<"'f!/"-l-;:cS:::ED'::::::R.:::W'-c.P::clP::';E-,'LE:::N:-::G::-H:::Tc"&-:D::-:A=JA:::.:-TA::-B::-LE_-_S_H_EET_#_4--f __ -t-__ r:-T-lt-::;-::;-:7I ~P;;E:;:: 5:::1:;2;;74:::::::E=:::::=;-;::::::~06::::::Cl:;:TY:::· =E::N::::Gl::N::::::EE:::R::;-;::::D::A::::)E::<;====! 07-25·05 K&S -REVISED R.W LENGHT-SHEET # 3 · OWN BY: PROJECT NO. I DRAWING NO. DATE INlllAL DATE INlllAL CHv" BY :_t;:: REVISION DESCRIPTION Rvwo"" BY:. y:..:.._ CT 04-06 422-9 ENGINEER OF WORK OlttER APPROVAL CITY APPROVAL CMWD -- >-- V, [L z [L M (0 CT'· co cu - tn 0 0 cu ', OJ ' CC) a, ~ 0 _, , C Q. £ ·-.,. OJ 0 ' cu 0 " rn s D / " m LJ ' (\J 0 / X ,. .p u fu -, 0 L [L .. X ' 0 d u Q / >< ' d +' d 0 x'. ' I 0 ·-"' PRIVATE CRIB WALL Nilli MUTUAL ACCESS AGREEMNT SOUTH VARIES 5.5' 48' 1.5% - CONCRETE SIDEWALK OVER APPROVED BASE PER SORSO G-7 A.C. PAVEMENT OVER APPROVED AGGREGATE BASE 12' 12' I 1' 6" TYPE •ct CURB & GUTTER (TYP.) 8" PVC POTABLE 8"PVC RECLAIMED WATER 8"PVC SEWER WATER TYPICAL SECTION -PRIVATE DRIVEWAY -PARKING BOJH SIDES NOT TO SCALE NiTH MUTUAL ACCESS EASEMENT SOUTH D/L 1.5' 5.5' 28' 2% - CONCRETE SIDEWALK OVER APPROVED BASE PER SORSO G-7 A.C. PAVEMENT OVER APPROVED AGGREGATE BASE 12' 12' I 1' 6" TYPE •ct CURB & GUTTER (TYP.) 8" PVC POTABj WATER l L 8"PVC RECLAIMED 8"PVC SEWER WATER TYPJCAL SECTION -PRIVATE PRl',rtWAY -NO PARKING NOT TO SCALE T.I.= 4.5 SiREET UGHT---lJ---= (TYP.) T.I.= 5.0 (lRUCK ROUTE) (619} NORlli SOUTH 60' R/W --i---tt-------'-'-----:----'J-_R/W ~ ~ <·, 4.5' 5' CONCRETE SIDEWALK OVER APPROVED BASE PER SORSO G-7 16" PVC POTABLE WATER 40' 10' ~ A.C. PAVEMENT OVER APPROV£D AGGREGATE BASE 6" TYPE •ct CURB & GUTTER (TYP.) 12' 12' a•pvc SEWER B"PVC RECLAIMED WATER TYPICAL SECTION PALOMAR POINT WAY NOT TO SCALE T.I.= 5.0 R/W 102' R/W J--10· 41• ~ 41' ,o· I I I I I :-,~,~~~0+1-·~3=2· ___ 1_9~•--1-9~•~1-~3=2'---"-<--: ~~~.fl...·---, ---, ' 11l_ EXISTING EXISTING 6" MEDIAN CURB 6" T'tf>E "G• CURB &: GUTTER (TYP.) A.C. PAVEMENT OVER AGGREGATE BASE TYPICAL SECTION -EXISTING cot I EGE AVENUE NOT TO SCALE K&S ENGi RING P nin ., Surveying 780 San 0 KEY 0 0 rOi 40 2 0 D 80 EXISTING ARE HYDRANT 2• WA 7fR SERVICE (POTABLE) 1 • WA 7fR SERVICE (RECLAIMED) ARE HYDRANT ARE SERVICE SEM:R ACCESS HOLE (PUBLIC) 8" SEWER SERVICE EXISTING EASEMENT PROPOSED EASEMfNT PLAN SHEET NO. S1REET LIGHT 550' CORNER SIGHT DISTANCE 160 240 SCALE: 1 "=80' REMOVE POR110N OF CONCRETE DITCH AND CONSTRUCT JUNC110N TRANSl110N TD NEW HEADWALL, JOIN EXIS11NG DITCH FLOW LINE. 18" RCP PIPE NEW HEADWALL PER SORSO 0-32 a· 2' PALOMAR POINT CARLSBAD TRAc-r )\JO, BS-24 HEET 1 L T 55 \ ! J\AAP NO, i-Ja-J-J \ \ \ \ \ \ \ LOT 54 J\JJAP NO, -J-Ja·J·J / / \ LOT 4 \ / t CARLSBAD RES~ARCH CENTER LOT 63 J\;JAP NO, -J-JB-J-J i --_..-4or 2 BLDG B ~~~ I I , ~ BLDG ~,,. -::...::.:-::---~- ~=A=-~ I . I ~---I HEET // / // / POFL Lo-r F' J\JJAP J\JO, 823 --w-- ~;;;;;~~~=~,:;;;..;;;;...;;:;;,,,::::,_-::::,_;;:;;;:;;:;;,~'=-::::;.,,=;:i==,_;;:fl __ _ __,~HEET 51 LOT 6 LOT 3 BLDG C .'<11ttl1,-:-HEET ~ ,,---SPLASH WALL L=6' @ C/L OF 18" PIPE ,,---#5 @ 12• HOR. ,..---/15 012 VERT. ALT. BEND .-----4 /15 CONT. "----#5 @ 12• HOR. ,---1::XIST. GRADE I LOT 52 MAP NO. -J-J289 APN ?·J?-OB·J-03 / / / / / / / / / SPLASH WAI I DETAIL U IL T11 9}/2? DATE REVIEWED BY, INSPECTOR I DATE I SH2EET I CITY OF CARLSBAD j SH7EETS I 1----+--+---------------1----+---11----+----f ENGINEERING DEPARTMENT !----+--+---------------1----+----,1----+----I 1----+--+---------------1----+---11----+----f IMPROVEMENT PLANS FOR: PALOMAR POINT LOTS 1-7, CARLSBAD lRACT NO. CT 0-4-06 GPA 04-08/ZC 04-03/LCl'A 04-07 /CT 04-06 PUO 0&-02/ PIP 03-92/Cl)P 03-08/HDP 0&-02. APPROVED: GLENN T. PRUIM dr -BROW DITCH AND PIPE REMOVED BY OTHERS A ,< < ..,,,::, /4". f.-4" ~ z(~/oS l-:0:'::2·-=14::--:·0:-::6+:-K'-:,87S-+'~-==Ac':S:-::-'::BU=ll::..,J=--c-:c==::-:-,------!----+---11--c:-.r+----I PE:51274 EXfSiRES:9 Jcf1o6c!TY ENGINEER DATE rOC';:7·~~:::-0'-'5,---;:K:::&::-S:-t'......_-..:..R:.:::EL::.::OC=-::AT:.::E....;Rc.:::.W"'-. ..::C.::::ON.::.N:.=E::..CT:..:;10::.:.N:__ ____ +-::-:-::=-i-::-::::-:-:-t"~~!-5.E-t DWN BY: ~-PROJECT NO. DAlt INITIAL REVISION DESCRIPTION _O_Alt..;.· ......... _INI_TI_AL-+-..;..._-'---'----"-1 CRHVWDKD BBYY:. Jv GT 04-06 ENGINEER Of WORK 01HER APPROVAL CITY APPR\)VAL DRAWING NO. 422-9 CMW[) -- \ i ------, __ I .. : . ·'··-· ,•· -.. / --·1-· ., .. ·-··+----- ' i .. I ! ! i i -,--- ! 1- 1 ' ' --: i .. : ' ~---1--t I ~---~-~Ii---·II!-,---~-~i·---!----L----i _____ -----1--!---i----i-----!---~----:--->--'·--··,1" _ _, _______________ , __ T.·-----r--i -1--+.---------~------··---·---_____ ,,_ ··-··-·-·:-··' ----: ------·-· -.--··----7 Ii ·--------' ii I' -l-. 1------, Ii : i : , , , , I • I! .c-~ i I . I : . : , : ----'--·---r-·.----1---r---~-----_, _____ ;_______ ----------------+ --:-------r----1----.---+--------!-----1----:----t---1----C-----._ -1 . ------------------ ! -·· ! ,.____ !,:----~,--:~------------ ! 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I 1 r i T" : i -1--! ~r-~-----;--~-~-<--, ; l-:---1-~.-;-; .. ;:_r ~-:-_::··· , ....... i ...... ······r r-.. r l =--.+-r--·--···1 ~ •. _-_11···-····:•.•····•:: I i ! -,i i : l i t ·--r i 1-i·----' ' i ----,---------1--l-----i ' ____ : ___ ·,+-------! --:----:---·-i ~-+----·~~·----~----f·-'·-·+--·+-+--+·---·-'---+-----i-~'---+--t---·-;·-~------:--·-·--1"·"-·!--+· ··-f-·i:····1····i ·}--1"~-L·-+-l~-y-----1 -----t--. ·-1---·---,-- '; I i ...•.• ,. ·: J • ! 0 20 40 , ________ ) __ -.. ---- 80 SCALE: 1 "=40' (&fg, .. i6!v1 7801 Mis¥ :enter c7 1ule 100 I Son Diego, CA 92108 44+00 +50 NOTES TO CONTRACTOR: 1. CONTRACTOR TO VERIFY LOCATION AND ELEVATION Of EXISTING UTILITIES BEFORE BEGINNING ANY CONSTRUCTION. IF ANY VARIANCE IS FOUND FROM WHAT IS SHOWN ON TI·IIS PLAN, THE CONTRACTOR IS TO CONTACT THE ENGINEER. 2. NO CUTTING Of ACP IS PERMITTED. THE CONTRACTOR SHALL REMOVE THE ACP TO 1l1E NEAREST COUPLING ANO SHALL INSTALL ACPxPVC PIPE AS REQUIRED TO INSTALL ALL NECESSARY RTTINGS. 45+00 +50 46+00 +50 47+00 ..-/ KAMAL S /RCE48592 ' REVIEWED BY• ~11\a..1 rnsPECTOR +50 48+00 UIL T" ,I/~ ~-06-30-08 DATE r/ slo7 r DATE +50 49+00 !\ 1 SEWER DATA TABLE DELTA-BEARING RADIUS LENGTH A=22.. 26' 40a 1016.00 398.00 1---l-----+------------1---1----l-----JL--........J I SH3EET I CITY OF CARLSBAD I SHE7tTS I :====-==·:::E:::::NG::::l::::N:::E:::ER:::::l::::N:::G=D::::E::::P:::::A:::::RT:::::ME:=:N:::::T=:::=..:::::::::::::~ 02·14·015 07·25·05 DAlE KS.S K&S INITIAL ENGINEER Of WORK -MOD. GS-9 CROSS GUWER. A>-AS·BUILT. /1\ · REVISED R.W. CONNECT! ON DAlE INITIAL REVISION DESCRIPTION OTHER APPROVAL flllTIAL CllY APPROVAL IMPROVEMENT PLANS FOR: PALOMAR PotNT COLLEGE BOULEVARD SEWER PLAN AND PROFILE APPROVED: GLENN T. PRUIM d' ~LM~""<""<'~~.¢.~IAY,,!:'.'..!~"';J~~· ~· !c__ ___ .'iA/4Tr.,,t .. s:: PE:51274 EXlSfREs/4J0/06C!TY ENGINEER !i.i TE OWN BY: CHKD BY: &-, RVWD BY: PROJECT NO. CT 04 06 CMWD DRAWING NO. 422-9 092605 \~~1~~s \ -' -- c..,, 9. ...... i -! I ---t-----,---'-···· I -i • ' • -'----, __ _ 10+16.03 =44+55.81016' RT COLLEGE BL VD. SAH#1 , \r.,r;;~~~~G?'RCbLLEGE~ ._ 1_'-;f-y-~---;--,,, SlJ\10+36.33~10.50 R PAL.QW\R PO T ,; WAY CONNECT TO EXISTING LINE '/// ,,_ /:--~",f---;:;1-__.- PVC FNI_ LINE. • __ ,,,,._ --.A..-......-A-. ·_ _ _ -- 0 ~,_.,.,,,,.,,,,--.--,,? CROSS GUTTER PER / , ;, 20 CARLSBAD STD WC, GS-9 / !/ IJ- 44+0!.SS,.BCR ' MATCH EXIST. IMPROVEMENTS 40 SCALE: 1 • =40' ., "',,--..,, --".,=, -----.::..-::~-., ... , .. ·- I I 1--J. __ - D • --i I , --i --l---- ' t I --~ ···---+-----1 i ! i , I 11/4i=1s.m· • 1--t , ______ L_e2127'.) · I I t--"-"t"""'F'+-~-+i! --r-----1·- I r ' ·t· - +----+---1---i---+-' ' ' ' I i i ---·r1,··1' I ! --l------,---! • 6+59 TYPE A- PER SDRSD D-9 POTABLE DATA TABLE LINE E DELTA-BEARING RADIUS LENGTH REMARK - ' ~------1- 1 1 - -, • --, } ' CENTER LINE DATA TABLE ( --DELTA-BEARING RADIUS LENGTH REMARK 1 N36"38'54 .. W --140.59 2 IF 13"48'57" 300.00' 72.'4 3 N50"27'51"W --257.63 4 IF 12·08·02· 300.00' 67.02 C 5 N63 15'33 W --367.42 C CURB DATA TABLE ·1 IF 84 49 55 40.00 G-2 2 N36 38 54 W G-2 3 IF 13 48 57 176.00 42 G-2 4 N50 27 51 W 2 5. G-2 5 IF 12 48 02 320.00 71. G-2 6 N63 15 53 W 263. 96 ~ G-2 t--,,7.t------:-~--'-'-';0"'1,..47.9~3"2.-t-,1.--,00:;:-,. o;_;o_,-i-----a-13"'.-;66"'-...--1--...;;C-!2,__--i 8 N55 26 21 W .00 2 9 IF 195 39 04 28.00 1 10 N71 05 26 W 11 IF 07 49 32 100.00 12 N63 15 53 W 13 IF 12 48 02 280.00 14 N50 27 51 W 2 15 IF 13 48 57 136.00 16 N36 38 54 W 17 IF 90 37 47 40.00 6 .2 2 3 4 5 SEWER DATA TABLE DELTA-BEARING RADIUS LENGTH l!i= 13 48 57 300.00 N50 27 51 W l!i= 12.48 02 N63 15 53 W 4 N63"15 53"W 38.29' I a· PVC C900 iJR25" 5 S26"44 2rw -53.91 116 PVC C905 iJR25" * WATER TIGHT JOINT REQ'D. -RELOCATE ST. LIGHT TO tl+ 01. IMPROVEMENT PLANS FOR: -LIMIT LINE ATCOLLEGEBLVD PALOMAR POINT STREET LIGHTS 1. STREET LIGHTING SHALL CONFORM TO THE CALTRANS STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS, AND THE CITY OF CARLSBAD STANDARD SPECIAL PROVISIONS FOR CONSTRUCTION. 2. ALL OUTDOOR LIGHTING SHALL BE SHIELDED AND DIRECTED AWAY FROM THE OPEN SPACE IN ORDER TO REDUCE THE POTENTIAL FOR INDIRECT LIGHTING EFFECTS FROM THE PROPOSED PROJECT. NQTES TO CONTRACTOR: 1. 2. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE BEGINNING ANY CONSTRUCTION. If ANY VARIANCE IS FOUND FROM WHAT IS SHOWN ON THIS PLAN, lHE CONTRACTOR IS TO CONTACT lHE ENGINEER. NO CUTTING OF ACP IS PERMITTED. THE CONTRACTOR SHALL REMOVE lHE A(:P TO THE NEAREST COUPLING AND SHALL INSTALL Ar:PxPVC PIPE AS REQUIRED TO INSTALL ALL NECESSARY FITTINGS. 02-14-06 KaS 06-30-08 DATE 07-25-05 K&S DATE INITIAL INSPECTOR ENGINEER OF WORK -STOP SIGN AT COLLEGE BLVD. -CONG. SIDEWALK TO EXISTING BLDG. PALOMAR POINT WAY &: WATERMAIN A -set PIPE AND SPLASH WALLS REMOVED BY OlHERs. ---~, PLAN AND PR Of I LE -AS-BUILT. -ACDED TEMP. HIGHLINE FOR IRRIGATION -REVISED SEWER DATA TABLE APPROVED: GLENN T. PRUIM t:1r ,f.:;d,~L~,<~~~.c?'.'=-. ~t,P;;,~~~=~· .,,;,(_~·~::-:-==--DY/44,s-PE: 51274 E~ES:9/3o¢56 CITY ENGINEER Arr' -REVISED RW. PIPE LENGHT & DATA TABLE REVISION DESCRIPTION DA 11:: INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: y,.:: PROJECT NO. I DRAWING NO. CHKO BY: ~~--CT 04-06 422-9 RVWO BY: CMWO = ll "' C) Ln 0 n cu X I +' u '" X I u d u <I / 092605 - J I EASEME:NT TO 1HE CITY OF CARLSBAD PER ANAL MAP K&S ENGINEERING · Pion~ n eering Surve~ng j/ r /1 . . .,/4 /, 1 (61 780)'. ission Centtf Codrt, Suite 100 San Diego, CA 92108 WATERMAIN A SCALE: 1'=40' 5' 5' HIGH DEFLECTION \ . COUPLING L_. ,~ \ £:,,= 4;9•52• d THRUST ANCHOR BLOCK PER CMWD W15&19 -EXIST. STL PIPE 22.5" STD. STL FLxFL ANGLE FITTING JOIN EXISTING -STA 10+44.04 THRUST BLOCK (NON-STANDARD DEFLECTION) NO SCALE PER CMWD W15&19 ~/ ,_.I __ 5_,_-1 1 ~-JI /-----t ----~ 11.25', 22.5' OR 45' STD. PVC PJxPJ - ANGLE FITTING L 5• HIGH DEFLECTION COUPLING t:,, = 2'04'16" TYPICAL ANGLE JOINT -WATERMAIN (NON-STANDARD DEFLECTION) NO SCALE 0 20 40 A 80 • lo+00.00 WATERMA!N D=I , 1 ~------1 i 1 • i 1133<+>556.6.il:03f'WwiAi'iiTERMERiiA!AiNNCCll-r,/~-fifiWU-;µ. , .._ , 1 ··, s· xs· xs· FL ,TEE & 1B( 1) , -s FLxPJ s· GV(2) I I :--, ~-· l , t ~ FL 8" GV(1) · n~ , • :' ~ "r-2"M.A.R.{1) I ' ---, I I I' l\l ~~ I ;:~~~~J ADAPTOR(D0 '~~ '"{i~ g :tg; ..._-<\,., _ _,,,,__ _ _,.,,,..,....J-, I '..J ~1 : ~ . iit ~ I I I ;' I : ' CONNECT TO BLIND FLG , I ! SEE CONNECTION DETAIL I , 1 j I , i, 20' WATER ANO RECLAIMED I I I -1 J i 1 ;: WATER EASEMENT TO -I ...-' ' ';1 CARLSBAD MUNICIPAL !,, _! ·,;-! ' • I <: WATER DISTRICT IL-!-Jl~:--I !I PER DOC -- 1 i i -7 I I I ! I i! REC. __ _ WATEAMANC SEESIEET7 PLAN WATERMAIN D SCALE: 1' =40' CAU770N !! CONTRACTOR MUST LOCATE EXIST. GAS & WATER MAINS PRIOR TO WATER LINES CONTRUCTION TO VERIFY LOCATION ( _ _) DELTA-BEARING RADIUS LENGTH REMARK 2 3 N63' 15 53""W --50.37 CL t;;: 63'56'27.. 230.oo· 256.68 CL N4C"03 23 .. E --103. 74· CL SEWER DATA TABLE /\ DELTA-BEARING RADIUS LENGTH 1 t-153 15 53 W 66.37 a-PVC ~2'-l----,/-t-15~5~36f-=36E~+-"' -'-'' 00"'--+--=26~3,.:.,, 3~7..-+~s-r-'PVC:a,· ~-3 N40 03 23·E --37 .65 a--PVC 4 N40'03 23-E 58. 15 a· PVC 5 N89"00' 13'E 32.48 s· PVc POTABLE DATA TABLE LINE An\ RADIUS LENGTH REMARK -35 -35 -35 -35 35 1 DELTA-BEARING 1 N63"15 53"W 2 N743053W 3 NB5"45 53 W -50.74 -53.74 --30.00 8 PVC C905 (1150 8 PVC C905 CL150 s--PVC C905 CL 150 4 N82 59 06 W --39.26 a· PVC C905 CL 150 5 N71'44 oo-E --55.86· a· PVC C905 CL 150 --57.17" 8" PVC C905 CL150 7 N40'03 23 E -92.40" a· PVC C905 CL.l!IO-" POTABLE DATA TABLE LINE-D 1 DELTA-BEARING RADIUS LENGTH REMARK 8 N40'03 23 E -44. 03 8 STIL ct.L C905 CL 150 RECLAIMED WATER DATA TABLE I I DELTA-BEARING RADIUS LENGTH REMARK t-153 13 11-w -112.14· a-PVC C905 a.150 2 N74"3o 53-w --52_49· a-PVC C905 CL150 3 NB5"45 53-w -40.19" a· PVC C905 CL150 4 N82"5906-w --50.76· 8"PVCC905CL150 5 N71"44 oo·w --so.12· a· PVC C905 a.150 6 t-150"29 oo·w --46.94" a· PVC""'"' CLl50 1~0 ~ w -l----t--+-------,-----.------1----+---!---+-----I S5ET CITY OF CARLSBAD SH7TS -ADDED TWO S.D. CLEANOUTS. -IMPROVEMENT PLANS FOR: r ROP. 8" PVC PIPE SCALE: l"-.,.40_' -------, -ADDED ST. LIGHT CONDUIT & PULL BOXES :==~..:::::==:::ENG:::::I::::N::E:::ER=I::::N::::G::::::::DE:::P::::A:::R::::T::::ME:::N:::::T==:...===~ -MOD. D-25 CURB OUTLET PALOMAR POINT ------"-__,....-_--1'---__ "!l-'i 1 )YA* u r LT 11 -DELETE TEMP POT ro PVT. 1RR. sYsTEM p ~lf~AR PgtNf -w,iY TH~T BLOCK --·•:i· ::<~ --·r-ENERAL UTILITY EASEMENT k ~-1 " { /41, 02-14-06 K8S !~D~~s;EB~~~:IGHLINE FOR IRRIGATION. w PLA~~~~ PRt1Lft- ----...;. -, ,..._ ----. c.-r / KAMAL ,S/ c,wE_!_SL l1., ' -REVISED SEWER DATh TABLE APPROVED: GLENN T. PRUIM ,9 y- I/RCE 48592 1:,1\P, 06-30-08 DATE -AODED ONE 8" FLX-PJ ADAPTOR /4..&. <~ vzv~ t,1/4./4, s- -REMOVED RECYCLE TO POTABLE WATER PE:51274 Exfii'IRES:9/$/00CITY ENGINEER DATE /1\ INTERCONNECTION Rf•f/,,~ ,;£9',. DWN BY: --,,,,:----I PROJECT NO. I DRAWING NO. DATE INITIAL 'DATE INITIAL CH D BY >:1'v -REVISION DESCRIPTION RVKWD 9y'._ sq-CT 04-06 422-9 OlttER APPROVAL CITY APPROVAL EASEMENT SETBACK DETAIL NO SCALE , REVIEWED BY• ~ ,,, . ~ ... ~, 07-25-05 KSS DATE INITIAL NSPECTOR ' "DATE ENGINEER OF WORK CMWD <.n 9.. ...... I I --···/-----,-· - I --------r - + _L L._ -1---------]--. I I- i i ' ----i ----~-------+---......:- ' I - -- -i-- 1 -----: ---r----1 ' ' ' 1 ---,-------+--' ' I l ·-_-_rr·_-_,__ l ___ -1 -----ti --1·-l - - I - 1·---r ···~····· , .. ' i I I : j -··;----·------,---~ ------~'-·-·r . --l-· T -~- ' . ' ---,-i--·--t----7---------t·----;-~- -+-----~---:---l----t--~ --L-----L-----~--!---+---~---- ' i ' ' J___ i--i- t i ' 1-·--1 --------+-- i --.-~ .... , ... -+-- I I , -__ , _____ _j __ ' -+---=r--:·-·-.... l· ---i--· 1 ·--- . ,. ·+· --1 ------L ---: -----+-·-· ~ ·-+-- +-+ I -+-r -----+ L i .. -L --i --l -l , ---1-- ---l-- 1 ----t ... [ · .. ,. ----·---, ... , .. , ' i l : I -1 -·----) ----+--+------+ ---1------:-- +----!- ' ' f- ·-1- ---[" 1 ! : i i ·, -----~---------:----·1-----·, ' I ' ---t ' I : -·t·---•!------,-- 1 i Ii j I I I ',· ',, ,I I ,· .·. ' ·. '· . , ·. t' --t:iri· i l"-·-l-1-·~--· .. +----+--.. ,·-·f--··+--· .. ·<·7--·-"j'--·+--·~--t--+---i. 'f ~-"·--:----;-.---~----f---·-'---·t,r. -1Ultf-(·fOT)-·in$~-----+---1-·'···· 'l +' : ·-rtt~-i ·+·--'·+_· ... --.-.. [ ... -....... , ...... + .. + ........... , ... ·+-.. ·l·---~ .. - l,1_ ...... .,. .... ,.-r---+-+--+---1--+-+--+t~L ... · :· : _--·+-~ .. t---;--s··-r+---ts8,1"r1~ .. ~ .... ~1--f-:--+-l I !-_--1,_··_···+---+-+·--·I--"+---+ ... ;~ ~ ! . i ' J. ·~+·-·+"'-·-1 -+i--+-_--1--f---,.-.,'-:-~!--~-j _,... .l ~j -. : !---r--·-~-l-,+--~-t--i--··-7,---·-··+j .. _ .. _,_ .. 1 .. J ... +!-+-•1-.. +····'·"··+·-1 ... · .... • .... ·.···+·-·'··+ H-+--+-+--+-t.fffJ-1--i--t--t-+--i--+--+-t-+--,.+--lc--i---1·-+---,-+-+-+-+-+-!---i--'---t-+--t-!¥.1:~ · [-... -----,+~-,-~---,..--,--+--+-+--,-+-~-+--,-+----,-+--+-+--+-+--+-+--+-+--+--,...-,.-+--t--+--+-+---+--+-+---+-1--+-+---+--~· __ ;___+---+--,.-+-···>-+---+--+-+---+--+-·+---+--+---+-t--t-.,.fffJ+--'-'-t--,-+-+-·~.-.,...-,.,-+-__,.-+--+--+---+---+-+-~·-+----+--+-+---+---+-,--+-1 ----i I ., .... + .. , .... , ... --r· --+ -f----·--t ---.,.__,,, F001IIIG LOT1 BLDGA (1 }~ ~~ \"'>.\ \: ,:j ,. SCALE: 1"=40' I T j'• 1 ~ i1t+00 1---~, f }2:,:0() • 1 •. 1 -I ' i4 - --+ 00 ' ·r -1·- _.,.._,,_ -·i---+,_ .. ,_,: -·- ' l i ---------,_ --l--""1'"-" -+ _____ j__ i i I , I ' -~ -·-!---- ; 1. ___ L -! : _J, _-_I 1 ,----1-·---·r---_J.___ 1 : ---r---r --:----:----+·-, ..... ,. -: -·.-·-------~ ---t------~---1------i- -----r-·1---7----t---·-t---·r-----"-----_i ___ L ·-1•·······j ' ' I ; j I ----------------1-·--------i----4---+--·--:~---~ -·-------: ---- j ---+--- i ------'--------T i __ __, __ _ ----·i ·- ' 00 ()() I --l i i ·! j i i ·j-· I 1 + j--' ' I I -, __ _ i ' isc 1 .•~ : l .. J r-.. -.. ➔.---f--+-+--~+-t-.. -."'j-.-f--.r,.--.-+-+--1r--·+--+-+-.-+---+l·-·--1---+-+--+--i-+-+--+-+--+r-+-.,-,-_+ll-.-+-+---+--+, ~~ ... ..,e'-Jl.Vlf~T:j1'18'J·+-f---.~r-.-+-+l-+-r.-_-_rl----""-+-,c-.-.-.r,-+--+==:-~.::~-.+-.-+,-:"'j-···-··-i---.. T_: .. l~l~ I ' I I i I I !----_[_ -I 1 10.00' 1 0 I ; 20.00' ! 10.00' LOT2 BLDGB ---------- LOTS IQ LA]ERAL /PVT)_ S=4.0% (PER OWG 422-9A) LOT3 BLDGC L_"J'.:J. IT~-,...,-----~ l I ) ---m REVIEWED BY• IL T" / / 10. DATE , Isla) • DATE / / ... 0 ) 6+16.19 WAlERMA!N B= 16+28.02 WATERMAIN C 90' ANG!£ PT & TB POTABLE I I DELTA-BEARING 1 · N49'56 3J-W 2 N40'03 23"W 3 N49'56 37"W 4 N85"03 'l.\ • 5 N49 56 37"W 6 N84 03 23 E 7 N39 ,, 22 E DATA TABLE LINE-B RADIUS LENGTH REMARK -254.04' s· PVC C900 Q150 -17.78" 8" PVC C900 Q150 -206.03" s· PVC C900 Q 150 -11.31' 8" PVC C900 Q150 -161.86' 8 PVC C900 Q 150 -163.82 8 PVC C900 Q150 63.72 8 PVC C900 Q150 1-----1~-+-----------+----+--+---+----I I SH6EET j CITY OF CARLSBAD I SH7EETS I !===::'...=:=:::E:::N::G::IN£::::.::E:::R::I::::N:::G::::D£:::.:::P::::AR::::T::::M::::E:::N::T==~==:::! -ADDED AVA GAU.OUT. -ADDEO. 2 TEMP .. IRR. SYSTEM. 02-14-06 K&S -AS-BUILT. K&S -REMOVED NUMBER OF GV FROM 3 TO 2. DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: PALOMAR POINT WATERMAIN B PLAN AND PROFILE APPROVED: GLENN T. PRUlM di' i¥?s1?7rtrJs:~~TY ENGINEER D'MII BY: CHKD BY: (Jv= RVWD BY: PROJECT NO. CT 04-06 CMWD DRAWING NO. 422-9 ---------'---------. -·---,, i i •--+ --0-----i----r·-:----t·-- : I ' ___ J __ -( __ _ JJO ---; -- -:------- i i 0 20 40 ----. ----,--, __ _ ( I -f-·- l 80 ' SCALE: 1"=40' L . __ ,,J __ + I i __ l_ __ 11 ... SAH 10+,JO.OJ WA ~~EET 5 FDR SEWER CONTINUATION mco I! --11+85.58 go• BEND W/ •~ I -1--1-- U_ \'\---- \ I -- -rn- " " PLAN LOT3 BLOOC -- GENERAL UTIIJTY EASEMENT TO CITY OF CARLSBAD PER FINAL MAP. WATERMAIN C SCALE: HORIZ1 1'=40' -- ~INSPECTOR 16+28-02 WAlERMAIN C= 16+16.19 WA1t1<MAIN B 90" BENO W/18 -- WATERMAINB SEEENEET6 1 DATE i ---->--!- SEWER DATA TABLE -+---- [ /\ 1 DELTA-BEARING t<ADIUS LENGTH 1-11-~- N40 08 1 E 104.47" 8" PV<> ~ '-& POTABLE WATER DATA TABLE LINE C D DELTA-BEARING RADIUS LENGTH 1 N40"03'23'"E 185.58' 8" 2 S50"27'37"E 170.39' 8" 3 S50"27 37 W 274.55 8 REMARK PVC C900 Cl..150 PVC C900 CL~ PVC C900 Cl..150 L t----t----+-----------+---+--+-----it------1 I SH7EET I CITY OF CARLSBAD I SH7EETS I !====-==E::N::G:::l::N:::EE::R::l::N:::G:::::DE::P=A::R::TM::E::N::T==:'....:::===! -ADDED TEMP. 2'' IRR. SYS. AT STA, 10+27.45 -ADDED BACK FLOW AT STA, II+ 46.23 -ADDED BACKFLOW AT STA. 11 +56.23 02-14-06 KS.S ~ -AS -BUILT 1---+-'-"'---,f.-'_ ADDEO 1'' M.A.R REVISED SEWER DATA TABLE /1\ -ADDED 1 (ONE) a" FLXPJ ADAPTOR DA TE INITIAL DA TE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: PALOMAR POINT WATER MAIN C PLAN AND PROFILE APPROVED: GLENN T. PRUtM ,&' r &-4-:-~~ .,~ ~/o.S- PE:51274 ERES:9/3ef/06 CITY ENGINEER DA OWN BY:¥:=: CHKD BY· <- RVWD BY: PROJECT NO. CT 04-06 CMWD I DRAWING NO. 422-9 "'..I 2. "'..I