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Home My WebLink AboutDWG 402-2E; CUP 258B; LA COSTA RESORT - SEWER AND WATER PLANS; 01-05GENERAL NOTES THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 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 REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 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, ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000-00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRIT I NG THE POL I CY MUST HAVE A RAT I NG OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTA BL I SHED BY "BESTS" KEY RAT I NG GUI DE. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 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 CI TY. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF• (AJ SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT/SJ SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECT/ON. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (43B-3891) AT LEAST FIVE (5J WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REOUEST LINE AT (760) 438-3B91. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2100 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. 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. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FI VE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION . ..1.E. THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 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 PR I OR TO EXCAVATION. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL-CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CI TY ENG I NEER TO DO SO. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARM I NG UP, REPAIR, ARR I VAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7•00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 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 ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLAST I NG PROGRAM. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE 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. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFF IC I £NTL Y AHEAD OF THE CONSTRUCT I ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. J. 14107 liL~c:EN~~G~~Y 5620 Friars Road ■ San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) Z91-4lu5 • www.rickeng.com n \d_ 1 4 1 07\spo\4107111-rr _J s1 • d<Jn ·• \o_pen\Joe. p,;,r, 23-DEC-2002 11, 32 SEWER AND WATER PLANS FOR / .. ;f', ~- ; .: J J GENERAL NOTES CONTINUED THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORK I NG DAYS PR I OR TO START I NG CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-B00-422-4133 SDG&E (760)438-6200 PACIFIC BELL (760!4B9-3441 CABLEVISION (760/ 931-7000 CI TY OF CARLSBAD (STREETS AND STORM ORA I NJ (760! 606-2720 •CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER! (760!43B-2722 •SAN DIEGUITO WATER DISTRICT (760!633-2650 •LEUCADIA COUNTY WATER DISTRICT (760!753-0155 •VALLECITOS WATER DISTRICT (760/744-0460 •OLIVENHAIN WATER DISTRICT (760!753-6466 •BUENA SANITATION DISTRICT (760! 726-1340 X1374 • AS APPROPRIATE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM• RICK ENGINEERING CO. ADDRESS•5620 FRIARS ROAD CITY, ST.,SAN DIEGO, CA. 92110-2596 TELEPH BY'---'-"' ~cSZ::'...CZ ~=::._ __ DA TE• /2. •2$,lt:;()Z,., R.C.E. • •27678 EXPIRATION DATE• 3/31/2006 I ' i LA COSTA RESORT KEY MAP SCALE: 1 "=1 00' SHEET INDEX SHEET NO. NOTES , KEY MAP & WORK TD BE DONE---------1 ADDITIONAL NOTES & DETAILS----------------2 SEWER AND WATER PLANS-------------------3 TKRU 5 \\_/' IE_; ,./ ~:· ,. ' '~½ ' ,,,., KEY MAP LEGEND STORM DRAIN AND APPURTENANCES-----------::::~-=~~~~ EXIST. SEWER ------------------------------------S -- EXIST. WATER ------------------------------------W -- PROPOSED SEWER-------------------------------- S -- PROPOSED W.ATER ------------------------------ EASEMENT ------------------------------------- LOT LINES ------------------------------------- SHEET NUMBERS (STREET IMPROVEMENTS)--------- LOT NUMBER ----------------------------------- --w-- ---__J 395 ii SUBDIVISION BOUNDARY ------------------------------,-----,,,,------... ✓ ~ .. ,, l' "ASSUMPTION Of RESPONSIBLE CHARc;.E'' AS OF 6 -13 -01 I HERE BY A55UME RE5P01\JSIE,Lf.cJ.jARGE: FDR DE.516.N CHANC, TOil-lJS 'DRAWJN&,. WORK TO BE DONE THE IMPROVEMENT WO/lK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS O!RECTED BY HIE CITY ENGINEER. 1. 2. 3. CARLSBAD MLINICIPAL CODE CITY OF CARLSBAD ST ANOAROS THIS SET OF PLANS 4. 5. THE ST ANOARD SPECIHCATtONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK>, 2000 EDITION PRELIMINARY GEOTECHNICAL INVESTIGATION FOR LIMITED SOILS INVESTIGATION FOR PROPOSED NEW SPA &. BALLROOM BUILDINGS, LA COSTA RESORT & SPA, DATED JUNE 26, 2002, BY SLADDEN ENGINEERING. 6. THE SAN O!EGO AREA REGIONAL ST ANOARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. THE CARLSBAD MUN/ClPAL WATER O!STRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. LEGEND DESCRIPTION STD. DWGS.• SYMBOL PR0PERTY BOt.lNOARY------------------- EASEMENT LINE---------------------- EXISTING CONTOUR--------------- SEWER MAIN------LCWO S-11,S-12 ------ SEWER MANHOLE-----LCWD S-3,S-4,5-5------ WATER MAIN --- --CPRESSURE ZONE HGL 318) - - --- GATE VA!.VE---------CMWD W16----- THRUST BLOCK--------CMWD W15,W/9 ---- TRENCH RESURFACINGCTYPE Al----G-24 ------- FIRE HYDRANT--------· CMWD W12 ----- DETECTOR CHECK VALYE------CMWD W22----- BACKFLOW PREVENTER -- ----CMWD W21 --- - - REMOVE EXIST.8"ACP WATER------------· 2''BLOWOfF----------CMWD W6------ 2"MAR-----------CMWD W6------ 2!'WATER SERVICE--------CMWD W4------ 190 .. '··-~·. -s--- 0 -•-- --0-t 17 /////d >OC 1 0000 1 08® -w • ■ ® QUANTITY 258 LF 3 EA. 1,090 LF 6 EA. 16 EA. 100 LF 5 EA. 3 EA. 1 EA. B50 LF 3 EA. 4 EA. 1 EA. / • ALL ST ANDAROS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS EXCEPT AS NOTED. NOT TO SCALE PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCALE TIMOTHY M. THIEL£ RCE# 60ZB3 EXP. 6-30-08 C6028 CITY OF CARLSBAD FIRE DEPARTMENT F12fl/ REQUIREMENTS F.FLOW 3500 G.P.M. OUT OF _L F.H.IS). CM NO. OF F.H.CS) _ F,FLOW ___ G,P.M. OUT OF_ F.H.IS). SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS COMPILED BY PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED ON 08-03-01 BY AERIAL PHOTOGRAPHY 1\ l!QOOIIVENm~.IIUITe:aeG / BLDG.1PRINKLED @NO ••• F.FLOW __ G.P.M. 1 c0:11:t..T:Ne 750.471l.$1fl • ,.c:;.::~~9!: ~✓1 1 ~ I 15 ;:r,w OWNER/DEVELOPER KSL LA COSTA RESORT COSTA DEL MAR ROAD CARLSBAD, CA. 92009 PH. 760-931-7575 CORPORATION {\__,,.,.___________.,'---""~~~~' ..... / _L_EU_C_A_D_I_A_C_O_U_N_1Y_W_A_T_E_R_D_IS_T_R_IC_T__,_~--H-AL __ II_A_S __ B_LJ_I L-T-, ,-D-A-TE __ ....... LEGAL DESCRIPTION A PORTION OF SECTION 26 AND SECTION 35 IN TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS 216-123-05, 216-123-07 AND 216-210-04 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS• N 1,978,000 E 6,249,000 BENCH MARK A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES NDRTHERL Y FROM LA COST A AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA, PAGE 1 B4. ELEVATION: 113.122 ADJUSTED DATUM:NGVD 29 CARLSBAD MUNICIPAL WATER DISTRICT ~A_i_,~,____..{)_.t,;,_•·_"~-H---1:../s1 fe-z. R.C.E. (U)z.33 EXP. 11/~3 DATE REVIEWED BY: L#~:..&.,_.,-z#.~e.J,U/,.=,~zj•-•n... ___ ft_-:...,J-~2'...:-~oe._3,;z___ STEPHEN L. DEERING DA TE ROBERT AonK ~ DATE R.e.E. 26514 EXP. 3/31 /04 DEPUTY CITY ENGINEER R.C.E. 33698 EXP.8/30/06 DISTRICT ENGINEER w. INSPECTOR IZ-Z.1..o'7 DATE _ ~ :£;_~~~~ Sl4££TS 465 fSH.Eul CITY OF CARLSBAD f-"--"'-"--'--;f--'-...L-l'--'=-'-=-=='--------------+----1-------+---l------l L..l_j ENGINEERING DEPARTMENT 1-------11-----+----------------+---t-----+---l------l SEWER ANO WATER PLANS FOR: LA COSTA RESORT APPROVED:LLOYD B.HUBBS.#Y ' 23889 EXP.12/31105 ', ,¾ 1-------11-----+----------------+---t-----+---l------l DWN 'i:J'y}~:::.:• -~~-DA TE INITIAL DATE INITIAL DATE INITIAL CHKD BY: q{P REVISION DESCRIPTION ...,,. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: -''-"- PROJECT NO. DRAWING NO. CUP 2588 402-2E I 031 02( - ENGINEER'S SPECIAL NOTES 1, THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL.STATE AND FEDERAL SAFETY AND HEALTH STANDARDS.LAWS AND REGULATIONS. 2, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Of THIS PROJECT, INCLUDING, SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER 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 THE OWNER OR THE ENGINEER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS. IF THERE ARE ANY QUESTION REGARDING THESE PLANS OR FIELD ST AKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (6191 2~-0707, THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MAY RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESIL TING BASIN, DIKES, SHORING, ETCJ UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 4, THE LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 5, THESE PLANS ARE DRAWN SHOWING FULL IMPROVEMENTS WITHIN SPOT PORTIONS, AREAS BETWEEN SPOT PORTIONS SHALL BE CONSTRUED TO RECEIVE THE FULL IMPROVEMENTS AS SHOWN IN THE SPOT PORTIONS. CONSTRUCTION NOTES 1. SEWER AND WATER LATERALS SHALL HAVE MINIMUM 5' SEPARATION-TYPICAL 2. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG. Ml 9. WATER NOTES 1 • WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE-GENERAL DESIGN REOURMENTS AND STANDARDS AND SPEClflCA TIONS FOR CONSTRUCTION OF PUBLIC POT ABLE WATER FACILITIES, DA TED OCT OSER 1993, OR LA TEST REVISION, 2. THE CONTRACTOR SHALL OBTAIN AN EX CAVA TtON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN Of VAL YES 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 DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. !TELEPHONE NO. (760> 602-2780> FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ''CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. SEWER NOTES LCWD SEWER NOTES 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION, 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORK CONSTRUCTION (GREENBOOKJ AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE, ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2, & 3. DOCUMENTS ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERALS WITHIN THE ONE-YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LCWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LCWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD. B, PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWD PRIOR TO CONSTRUCTION, 1 0. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, ANO/OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SflALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN, THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH, If THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL l¼E INST ALLEO IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN 13. IN THE FUTURE SHALL BE ENCASED IN GEOTEXT!LE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 14. THE EXISTENCE AND LOCATION Of UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTRER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 1 5. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 1 6. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (8001 422-4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 1 7, CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, ST ATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 18. SOILS REPORTS SHALL BE SUllMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WffH ON SITE EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. 19. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.J,INSIDE BOTTOM OF PIPE.SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 20,ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 21. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD Of CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUil T DRAWINGS TO LCWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK, 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. If ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STA TE LAW. 23, A MINIMUM Of 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES, BENCH MARK A STREET CENTERLINE MONUMENT ON EL i' CAMINO REAL 0.88 MILES NORTHERLY FROM I LA COSTA AVENUE. 24. SEPARATION OF SEW£R / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LCWO STD 0\YG S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE 0IRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGJNEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS 0 THERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS. 27, A 2~INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 26, A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED O\IER EACH LATERAL, THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE, THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PA VlNG SUBGRADE WITH FINAL LOCATJON JUST BELOW PAVlf'ilG. THE TAG O,VER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONN[CTED AND SHALL THEREAFTER BE l!IURIED AT THE POINT OF CONNEC1:tON. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE. JOINTS, LINING, AND COA T1NG. THE PIPE SHALL BE CAfiEFULL Y BEDDED TO PROVIDE CONTINIJOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN !IE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SE.WER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED, 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRlVEWA YS. 33. JOB MIXJNG OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE, 34. MANHOLE BASES SHALL BE MON01..ITHICALL Y PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPI< PRODUCTS, INC,. OR APPROVED EQUAL, MANHOLE ADAPT MS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPT ABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER Af'PROV AL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" llY 2" BUTYL RUllSER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-21 0 BY PRESSSEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2l AFTER BACKFJLL, AND 3l SUBSEOUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LC.WO. AIR TEST SHALL BE DONE AFTER CONSTRUCTION Of ALL OTHER UTILITIES AND UTILITY LATERALS. 36. ALL SEWERS AND LATERALS SHALL BE tN PLACE AND SHALL HAVE FINAL APf'ROV AL BY THE LCWD INSPECTOR PRIOR TO PAVING. LCWD SEWER NOTES CCONTINUEDJ ENGINEER OF WORK RICK ENGINEERING CO. e~ ;;S ~~, /Z-2-S-ieLJz_ BALL R.C.E. 27678 DATE REVIEWED BY: w~ l.~o INSPECTOR ff' DATE ~ CITY OF CARLSBAD I SH5EETS I 1--------;1----+----------------+---t----+---+-----1 l__f_J ENGINEERING DEPARTMENT 1----1----+----------------+---t----+---+-----l NOTES AND DETAILS FOR: LA COSTA RESORT APPROVED: LLOYD B. HUBBS 4 Y' i ~&""""~<~µ~&~La......,;~=2~~· ~,~c,c--------,--,~~ / ~ rP3 1----1----+----------------+---t----+---+-----l CITY ENGwfER R.6.&89 EXP.12/31/05 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: RMO CHKD BY: GrJIP RVWD BY: ;;n...-" PROJECT NO. DRAWING NO. CUP 2588 402-2E f IIL ~~ EN~~G ~~y :::~:,:;;,::~~::y VERTICAL L_;s:••:•;Frlars:· ~Ro:•d!..;,•_;S;:an~D!:i':•o~, CA;!;g:;21:,;.10-::;:2;::s•::,•_;·_;1:•1,:gJ_;zg:;;1-:o,:::;o,;,.;.,• ,:;FAX~(:•1,:g1_;;zg:;;1-<!!1:•s~-;.::;www::::;:.n:·c1um=g.:oom:::.., ___________________________________________________ _:D;:A~T_:;U:M::,:;;:N~GV;:,:D~2~9~---------~=====:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:-' g r, \d_ 1 41 07\.spc\41 07wtr _ 1 s2. don r• \d_pen\Josi. pen 7',-0EC-2002 17,00 012 ·······,···· .'[mvv '""'=" q ••••-•r ••••• ~ ••••••• , ••• '••••••••• , .. ,~·1:T t --~•·-':'"'; ~--.:;~::~T 4: • •:,tccc•~:.. := .. r:.~.:-~.~1-:::::.t~~:::i· t .. 1,,~:~~.:. -, __ .: i ,: __ ····--+····· ""~:,·:~: .. ~::~-";:·.·:Jr? . ·•••l=···· :)_;,_ =t=t=t?i==~,µ ·-r·:i:: -- • '--·····. -OVTh~~vov >c, V <v=> >. ·~·· .. ·-,_ -, ·······-' uh,•••••':"•= l :: ·:·:::;=,t:"?:::.~····· ! \ f ! G"PVC---1 j /\.<,----8''X6" FLXPJ REDUCER 1 8" FL GV---cx: 8" FL GV----,;>0 6"PVC----, DETAIL B" PVC 8"FL GV B"X8"X8" FL TEE 8"X6" FLXPJ REDUCER ' 'A' ' f , NO SCALE f ! ! / 20 10 20 - - I - '"· ----GRAPHIC .SCALE 1 ''= 20' ., f _>;~:7~= {=v.,/,.v= •<'~ v} . ... ·* ····..-·······""·······+ ·~:fk,-4~::11••1;:·,i~r!3!:~-~-~~~. ; .. 1-····· • < > ~-. ~ ••••~-v~ v(•--~•;•••••:::••••• ·······~.:: ::::::: ' ?•~• • .~rn;.-..s~vV O ••,;>•• ...•...... , ... ··c ..... ·r···· ,-, t::~·:::·::·· _ . ; \·······+ ... i ...... 1.~~r~~vr .. -~ ~~~.~:j~:·v~~~~;.-. ------------• --ic---------,---•----~-----·-------• ----,PRPPDSEllF.GRlll.ll'IIT:-c .T. -, --. . -· i-~~~~f:;~r~;:~;::;;·:.~·;:t:!:.;f~E~ -- EX. FH TO REMAIN; ::~ . ·-·~--~·\:. ·:.:·:i:::::::, ... ................ --.... . .. .. \ 6\ <;,z,\) ' \ ~,•« EX.10'WATER'ESMT TQ_ C;M.W.D. QOC.N0.49324 ·-OATED 3-21-69 ;.:,,.:..~.;{ -:·: .... ;. , .. . ""~'."::~.:::: •• : .. _J"""v:".~ ........ '.•••• -i:" '--······-···· .. ;.. ; ······~· ' • ..... ' ..... ~-~=ov =~~-'•••••"'• o o ;········'.=====··~ S~··· .:· L:U, _c-,~=t:cc.:-:r~:~+:: ·_: vv,, ~ Vv, l~: ~; ~~;vv; ~;.;:;1-:- t-~~· ~ J. 14107 ■-~~EN~lili~ ~~y 5620 Friars Road • San Diego, C'.A 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 www.rickeng.com ,-. \d_ 1 41 07\,;pa\41 07wtr _ r s3. don r, \d_pen\ foe. pen 23-DEC-2002 14100 v,•,tv REM9-'(£ EX. 6'!6'f & Fl I Ai~ RCTl:IFH~ Te e.M.W.B. YARB I '5;4r4 I .. , .... ....•... ~ ~;;;.;;,;.:,.'~;;,,;·;:,-~:: ~;;.;;,:i •,;;,;:;••;;;;;;_;;~::;;::,,.,.~-,,{"v), '. ~;,,s-s-~~, >f>»:'.; --,.,,;;:c«.-:":;ce,.,_,"_'"::;;,_~,-,;:,, __ ,_-,;;;0,.::,-,;:;,;.:G;_;,_.,,,,, """''·'·. == •cw, ----,.._,.,... ... ----._.,;r•~ .... ,.,,~-~~. - V WATER DATA { NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 Ni,9' Ob' 09' W lb. 1/' 8" PVC CL150 ' a ••01 o ---,..,,, ,,..,,,,., ~7.41' g" 121,~ Gb ◄;iQ , -- • ' . , r"7u ~Q.Qle' ij"~l;l(; ~b ~ ii Q -----; ' • 'r-,.. 0 I ,---/ ,--I"', LL ,--gg_ gt;;;i' 8"Pl,,~ ~b:~iQ -- "'"'.r.:: 0 I,-I /C"l"',ll r-Hlii. QQ' B" ~i,,r; 61:: ~ §g \ --- > r -,.--,:-o .. ,.,. , '-'"'" ,--~~-§~' Q"µ~,~ 6~~§9 k,-,-,,O•AJ1111U. 1li.Q7' is" i;wc GL1§0 _. \ .., . ..,. " " " , "" +'r.--04 ,_ -6"PVC CL150 ,-_,.--- ® NGB'05'28°W 73 5{;,' S"PVC CL150 r,) 10 N63° 2•1-'34'E 10. q5' 8"PVC CL150 ' VE~:_ ,-. _ L DF C.ONSTf..11 C.Tf41 o\llt THE .. .!'..,.• 1 v~U::Wl:1-'-,_ ,• \ NO PlPE SHALL PASS THRU FTG.UNLESS SPEClflCALL Y DET All A CASE BY CASE I PROVIDE M • O LF-1 O"~SCH. BEFORE POURING FOOTING. C0.0-,,,::_ \ 40 ST (PIP£) SLEEVE TO FILL SHALL BE SAM£ WIDTH AS ~ EN~ 6" WATER MAIN ~ DETAIL OF PIPE SLEEVE ' T ONTI UOU F OTIN l 36~ 09' S"PVG (PUBLIC) 92. 1 9' S" PVC (PU8L!G) .,,rn~'c•• .. .., ...•... ···•-·-······· . :··· "'.:;"---. ............ -.. . ... , .... -•. 1 l~~?t::::~'!'!::'::!~:::::~"=-+-_:2'::'9~9:':___+-__::6~g'.'_:j~g=•-+~g=•~-P~v;c=~l;P~o!":"9~b::;I ~£~)~ ( 1--" G 2. e 9 ' ;g_:•;..' p ..... u .. i;;,_-,,,1p .. p.,,1-''I-/ Al.;T-1ic.+) d ) '- CAUTION: NO CUTTING OF ASBESTOS CEMENT PtPE (ACPl IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE ANO CLASS PIPE TO INSTALL THE TEE/ELL CONNECTION POINTS ENGINEER OF WORK ,..;: iP "' --,e. .,. ,., ~ SJ * C~\.\ ENGINEERING CO. ~- DATE "AS BUil T" R.C.E. vnz1{3 EXP. v;,,..p-r o/1~1 DATE 11..•U• 117 DATE ~ CITY OF CARLSBAD f----t----+----------------+---+-----t---t------J L_J_j ENGINEERING DEPARTMENT 1------t---f----------------------t----+---+----t-----j BENCH MARK A STREET CENTERLINE MONUMENT ON EL CAMINO REAL O.BB MILES NORTHERLY FROM LA COST A AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA, PAGE 184. ELEVATION, 113.122 ADJUSTED DATUM:NGVD 29 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SEWER AND WATER PLANS FOR, LA COSTA RESORT APPROVED: LLOYD B. HUBBS d r -4.4&-~~~ c1TY ENGi~ R. ,.fils9 I -:?-;1-,p 7 EXP.12/31/05 DATE OWN BY: -~R~M=□- C HK D BY: JJ'i.._,---= RVWD BY, Sl½:::::'.':: PROJECT NO, DRAWING NO. CUP 258B 402-2E • \\ ,,...,:..>. ;.oN,Oc" /-• C) 20 10 0 60• ----t ' . GRAPHIC SCALE 1 '\:: 20' l l ' I J. 14107 RICK ENGINEERING COM:PANY ;r,: .. -$·,· .: i ~. ''-·/ l I l-· I_ »··-_-:. ,!_i : J<· .,.. :·\~;;L>~ ·-.. ' . / . . -. \ . ,, ~ JJ§ _.·\\ •.',. \ : ··\ WATER DATA NO. DELTA OR BRG. RADIJJS LENGTH 0 l1 =04' 30' 25" 300' 23.60' ® N76"04'44"W 227.03' ® !1=17'04'17" 218.16' 65.00' "":So, \f• ,o,M~ • \ ' 20 10 0 20 40 60 ---- - GRAPHIC SCALE 1 ''= 20' . . . . . ' ' i 1 l ""'1-"%" ·:]) "'. . "" •= • ' ' NN ,. " I -T r·· '_,!~•~Mr•••"!"' •• '''' ··~··•·"'' ; REMARKS CAUTION!!! 8"PVC 8"PVC 8"PVC CL150 CL150 CL150 NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INST ALL ACP X PVC ADAPTORS ANO THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THIS STATION. ENGINEER OF WORK RICK ENGINEERING CO. ~- R.C.E. 27678 DATE "AS BUil T" PROPOSED SPA IMPROVEMENTS PER CITY OF CARLSBAD DWG. 402-28 A STREET CENTERLINE MONUMENT ON El CAMINO REAL 0.88 MILES NORTHERLY FROM STEPHEN L. DEERING R.C.E. 26514 EXP. 3/31/04 DISTRICT ENGINEER DATE INSPECTOR REPLACES SHEET 4, ORIGINALLY SIGNED ~ Ol/22/03,REVISED WATER MAIN PLAN CITY OF CARLSBAD ~====~=====~=~A:N~D=~PRto~F~IL~E~. iAO~O~E:D:~Ll~NE~='D~':P~L~A~N~A~ND;;:::::===~====~~====~====~~===~ ENGINEERING DEPARTMENT PROFILE UPDATED STORM DRAIN AND GRADING INFORMATION. SEWER AND WATER PLANS FOR, (,-5-07 A -&uu .. T LA COSTA RESORT DATE LA COST A AVENUE. APPROVED: LLOYD B. HUBBS .8Y RECORD FROM: NORTH COUNTY VERTICAL 4 < 7 ~ !rrt"'rd 2 f•C :,j, f) ... ~ CONTROL DATA, PAGE 184. t---t-------i-------------------l------l-----l-----l----l 'c1TY ENGINElfi R.C£ 23889 EXP.12/31/05 "oiTE w ~ OWN BY: REC PROJECT NO. DRAWING NO. 7 i ,M San Diego Riverside Orange Phoenix Tucson ELEVATION:113.122 ADJUSTED E~:l::ER ot:::KL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ~~~ii~',---CLJP 2588 402-2E @!~56fW~fi~iar,~Ro~ad~•T:!S~~tD~ret~~-:CA~:•2=1~10=-:25~9;6.•_;,(6~1;~~2;9;1-;07~0;7_•;F;c,>,X;;;_~(6;19~);29;1~-4;1;65;__;;www,;;_;;;·'ick;·;•;~:-c;o;m;_ ___________________________________ .1, ________________________________ ~D;A:,,:,T~lJM=;~N:;:::G~V!D~2;9;_ _____________ _:;;;;;;;;;;;;;!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;0;T;H;E;R;;A;P;P;RO;;V;A;L~C;l;T;Y;;A;P;P;R;O;V;A;L:;~~~~~~~~;;;;;;==========;;======~J .-, \d_ 1 ~ 1 or,spo\cr -'":,Ter-\41 01,,.+.-_ J s4_cr. dgn \ \srv_r I b1 \R 1c1<:Stondo.-ds\ Jp I otV8\SD\Pen\oc I comp. oon QT-MAR-2003 11•17 02 - .......•.......... z-·· ••...... ·······~·-.. +-•••••••• . , ...... . . '.'•.'j:~.o.' 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"" "'"~"M~M •~M~~ ~:~:•o:•, <-~~~~o•i S :t .. + -'V -::::' •MO ,,_ •- iNr.1 GRPUJ4~,,• t; t ·. • . ··.t ... :•.•I •*• ..... . .. ·*· . ··-·· :::~~~;~v.~~~i• ,~!,:~« •, «, ••=~H, ~-•= :•:.._,~-0~~~•• -~~ -0,d;, ••••••• +-·. ,i-········· . ·-.•.... ··+-······ ~• • •-0-•••• ••~•= =•o =-••--is•~•• b••~• ••• •;. =••~~ ~~• .;.:;••t: ..... *. ••••• ~~ • • ••~0• s .-}• .,. ····t--.. ··~·-··"••«" ... :. ::;·· . ····t· «< "' < ·= ... ,;,, .. -~,--·= ···""····· +··· [ ~~J .. f ... ·_ . I 'et---. . PliR -:'-~:.:~ ···: f : .. · ~- • t;_ SP,f.•,--.,.. , ..... ,,,. ---,:_--::J_ --" .. ,, _ _;:,;,;;~- r:J~::·1 · - · Sm" 1..:.: .. i: .. :· . i ,~-.~b•m•r' .. : ,:1" .:':1 '. ..... t ·:T:.::--·_ S~~:, .. m .. :···. ·, ·'-" .. ~ ····+ .~;·;;::.;.::·:;;."'",· : ~ ... t~,,:::··,:;:.,::·: ., '"'''' "~ ~' ,,,, NO. DELTA OR BRG. 0 N 76" 04' 44"W 2 N 76'04'44"W 3 /\,= 42' 33' 36" 0 N 33' 31 '09"W ® N 73"18'25"E 6 N 13" 55' 1 7"E 0 N51"00'02"E 8 N81"17'31"W \ \ RADIUS LENGTH 93.97' 90.60' 200' 148.56' 21.56' 21.14' 24.66' 31, 70' 7. 05' REMARKS 8"PVC CL150 S"PVC CL150 8"PVC CL150 S"PVC CL150 S"PVC CL150 8"PVC CL150 6"PVC CL150 6"PVC CL150 PROPOSED SPA IMPROVEMENTS PER CITY OF CARLSBAD DWG. 402-2B J. 14107 II. ~c~EN~G~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 ,-, \d_ 1 41 07\spa\cr _water-\41 07wtr _ l .s5_cr. dQfl \ \srv _r I bl '.R lckSTondords\ I pl ot\18\SD\Pan\co I comp. pan 0T-lo4AR-2003 11•10 www.rickeng.com < ::-... ·-· ,, • o,vv ,, vv oo-.v,~oou~• ~·· , . . , ,~-"" ....•............... (" ·. :·. ·'"•· . . . . ., . V V V V o;v~" 0V VOO >' ~L~" N; · ...... --····· i.·· ···~··~·· +--t : !;~: ••; :~~1..;;;•0•; :a•;•~-t-: NO o •=N < , ::· • ~ ·:··· = :.: :+::: ~·· .. ; N~•"* >'-,,.NV"~+ .i ' ., ·:···r. .. ,vv~~-, = ~ , M ·1-w.~ ,;.i.:,,_w,,.,,,t ,..~N-~O~NN.~ / ,~·>-;. / ' f , • B" END CAP & ' .LOW ER PER • DWG. • 20 E TB ' I / i I I i . '.:"f""·" ~.~~0"~ ,-"; ~N~M•-00:,; -~:~~·;J, .... ,,;:: ,:;L • EX. 4" W-1? ' ..... .; ... , .... , k=o~ A.o=• Ov• sv i,,,,.~,->,• vv~ PROPOSED VALET LOOP IMPROVEMENTS PER CITY OF CARLSBAD DWG. 402-2D 7+54.69 CONST .1-EA 'll'!,PJxPJ 45 • BENO & TB (4 39 • 4717"t, USE HIGH DEFLECTION COUPLING • I 20 10 0 20 40 60 ~ .. *:,' , . - -- - GRAPHIC SCALE 1 ''= 20' BENCH MARK A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DAT A, PAGE 184. ELEVATION: 113.122 ADJUSTED DATUM:NGVD 29 f,-5-07 DATE INITIAL ENGINEER OF WORK ~ ~----, ONO ~~~a • = ~ 0 ' •, ' ,, -, '; 'ifa.i' ·-~/ ' "CHECK' C.M.W.D. D ~ . , ~·~···~ -,~ / ANO GRADING INFORMATION. I REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ..... 1:. 1··· --' . ---·~·· .. .-.•·· ... r: .. :~::;.:::::,._:. ::::+:: . ···1 .... , . ' ·_:_·:r :_"_\,-;;:,· - ' "~"' :·. ;;; v,off1KNO l. .... v :vvoovv"oovvvv vvvvrvvv~ .· .. ' -" , -· o ••••••• ; ., ~ vn,vv,vv{u,v ::'. o ··: -.. ."oo0 o,0 ~NN~v:pv vv,S~ I=: ,.~~ ,, ·:~"~·~:~~:;;~:~,;y;:~~~;;;t•:;:;i,~~h~~~=t~· j CAUTION!!! NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INST ALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INST ALL THE TEE AT THIS STATION. T JOINT ,,_i:,f E.SS I ~ -.,. 'a:! ' I OF C).\.\~ ENGINEER OF WORK RI~ ENGINEERING CO. \:(~ j ~ .3-10-2«8 ROGER CiALL • R.C.E. 27678 DATE "AS BUil T" DATE REVIEWED BY: wJL.;..,_A INSPECTOR LA COSTA RESORT 7 APPROVED:LLOYD B.H~BBSQ')" 23889 ~A~ EXP.12/31 /05[}ATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CUP 258B 402-2E ' -