Loading...
HomeMy WebLinkAboutDWG 417-1; MS 02-08; LOS COCHES VILLAGE SEWER RELOCATION; 01-05GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY 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 PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. 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. 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 ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE, 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE 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 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. 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-BUil T 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 SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (Al SUMMARY SHEET, (Bl LABORATORY WORK SHEETS AND (Cl 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(Sl SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECON5IBIIGI/ON MEET/NG SHA/ I BE HE/ D AT THE 5/TE PR/OR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3634l AT LEAST FIVE(5l WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13, ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (619) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P,M, ON THE DAY BEFORE THE INSPECTION 1$ 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. 14, 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 ANO 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 SLOPING 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'l OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM SIANQARD5 E5IAB115HEQ BY THE GQNSJRIIGIIQN SAFETY ORDERS III/ E 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 PRIOR TO EXCAVATION. 16, IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPFRAT/ONS Wii I CEASE IMMED/ATEl Y, 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, 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 IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SIJALL 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. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. 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. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND ANO UNDERGROUND l 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 CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLE COMMUN/CATIONS COX COMMUNICATIONS CITY OF CARLSBAD<STREETS AND STORM DRAIN) *CITY OF CARLSBAD<SEWER,WATER & RECLAIMED WATERI •SAN DIEGUITO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT •VALLECITOS WATER DISTRICT •OLIVENHAIN WATER DISTRICT •BUENA SANITATION DISTRICT • AS APPROPRIATE (800) 422-4133 (800) 660-7343 (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 J. 13746 Ill. ~~EN~EEf=G~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 • www.rickeng.com R• \O_ 1 3746\Sewer _Re I oc<Jttcn\3 746$w1. Cl<Jn \ \Sr"v_rl bt \RT c1<Stand<1rds\ I t,lotVlO\Pen\ca I comp. pen 03-I.IAR-2004 15•24 STREET NOTES 1. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT, 2. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. LWD SEWER NOTES 1, LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF 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 WASTEWATER DISTRICT I WD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE ST ANDARP SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOKl AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCSD 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 JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DA TE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND / OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWO. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD 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 LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD, 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWO STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWO PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND / OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL 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 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 LWO INSPECTOR PRIOR TO EXCAVATION. 12, ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG CONTINUOUSLY UNTIL THE WORK IS COMPLED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED 13. 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 OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD 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. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS REQUIRED BY STATE LAW, ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING, 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC, 18, SEWER ELEVATIONS SHOWN ARE INVERT ELEVATIONS (1,E.l, INSIDE BOTTOM OF PIPE, SEWER LENGTHS SHOWN ARE FROM INVERT OF MANHOLE TO INVERT OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 20. 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 LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, 21. 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 PLANTED AT THE CONCLUSION OF EACH DAY OF WORK 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENT ATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23, A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG 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 DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26, ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAfN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WORE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABLOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS 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 CONSTRUTION IS NOT IN PROGRESS. LGtlCADIA WABTGWAT£~ Ol.51R/CT A6-BVI/...T STEPH!:N t,,OEEl<JNC R.C.£.Zi,,5/4 €X.P. ~/31 OB l7A"TE 0/X/PUNE :;· ,: r·· ········ /,1) 30, PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE 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 LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERAL SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34, MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS 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 ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35, JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE, GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1l BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3l SUBSEQUENT 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 EXPENSES PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. PER LWD SPECS; ALL MANHOLES MUST BE LINED WITH POLYURETHANE PROTECTIVE LINING SYSTEM (PER SECTION 500-2 OF THE GREENBOOKl, AN ACCEPTABLE ALTERNATIVE IS THE ADDITION OF A CORROSION INHIBITOR TO THE MH CONCRETE (SUCH AS RHEOCRETE) WITH THE LWD DISTRICT ENGINEER'S APPROVAL. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL PHOTOGRAPHY METHODS FROM INFORMATION GATHERED ON AUGUST 2, 2002 BY RICK ENGINEERING PHOTOGRAMMETRY DIVISION. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(Sl 255-031-20 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N__.i.;LJ-'. _______ E ~6~25~8 _______ _ I . y ~ . SCALE: 1" = 100' . . BEN CH MARK '1(A/OT1if; 5t;OPG OPWORkBV RIPTION: 2~~" BRASS DISK MARKED "CLSB-011" DESC LOCA TION: COMMUNITY PARK PABKING LQT NQRTH QF CAMINO PE LQS CQCHES AND EAST OF CALLE Tlt,IITEO RDED: ROS 17271 RECO ELEV ATION: 173.24 DATUM: NGVD 29 REF ERENCE DWGS 1. 2 05-2D--IMPROVEMENT PLANS FOR MISION ESTANCIA 2. 4 17-4A--MASS GRADING PLANS FOR LOS COCHES CENTER LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER B"N&INGER. t/P //,/ORK Rll"lATIVI, ro rH liJ'S{;; 1.5-ljl.f/l iOEAWINGS / S POR:11/A)./ r_ ro Stc:C-1"/c)N @735 G(6) -'l''"T/JtT Bll.sJ/J£6$ ,',Nl> PRCJPf!SS/ONS Ct1i>,e' ,ANO l.:J BJ'IS{fD CJiU A VISUAL. /:"/lft, 0 Ci/if£-# t:!A/lV, ~ • .I . ~ II\ A5-Bt.lJLT INITIAL VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 L~ cosr MAP CITY OF VISTA AVE ....._~ LOS COCHES VILLAGE SITE CITY OF ENC/NIT AS WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2, CITY OF CARLSBAD STANDARDS 3. LEUCADIA WASTEWATER DISTRICT STANDARDS 4. THIS SET OF PLANS 5. RESOLUTION NO. 5528 AND 5529 DATED 12-17-03 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 7. SOILS REPORT AND RECOMMENDATIONS BY SOUTHERN CALIFORNIA SOILS AND TESTING, INC. DATED JANUARY 22. 2002 8. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 9. ENVIRONMENTAL APPROVALS/MITIGATION PURSUANT TO PLANNING COMMISSION RESOLUTION 5527, DATED 12-17-03 LEGEND DESCRIPTION DWG. NO. SYMBOL B"/12" SEWER MAIN ----------------------S-11, S-12 --------------- SEWER MANHOLE ---------------------S-3, S-4, S-5 ------------0-- CONCRETE ENCASEMENT -------------------S-15 -----------I < ,: :: J SEWER LATERAL -----------------------S-17, S-18 ---------------< S TRENCH RESURFACING ---------------------G-11------------~ CURB/GUTTER/SIDEWALK REPLACEMENT -----G-11 ---------- "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT 1AM 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 SPEC/FICA TIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: RICK ENGINEERING COMPANY ADDRESS, 5620 FRIARS ROAD CITY, ST.: ""'~""""-"'Ob!I-'illll!B TELEPHONE: I ?¥ilLJ..a.L.IIC!.\¥ BY:_~y~~~!/Jl_ ____ OATE:_~~'4/.~-~--- R.C.E. NO.: 21ill REGISTRATION EXPIRATION DATE: 3/31/06 I QUANTITY 1303.0 LF 8 EA 80 LF 7 EA 2100 SF 10 LF /' * "AS BUILT" -. SE~/tlPERMITS WILL NOT BE ISSUED AND OCCUPANCY WILL ~-~O 10/sL= NO'f'aE ALLOWED IN THE LOS COCHES RENTAL CENTER · l,INTIL AFTER THE DEVELOPER PROVIDES ,,!iPPROVED PLANS AND RECORDED EASEMENTS FOR -DOWNSTREAM ALTERNATIVE SEWER WALKING ACCESS PE. ~EXP 3/31/08 DATE FROM RANCHO SANTA FE ROAD TOTHE EXISTING SEWER EASEMENT. THE ACCESS AND EASEMENT SHALL REVIEWED BY: INCLUDE GRADING AND A GRADED RAMP WITH A 6 • /ht, ~e•~ // /t.,.,/06 TH.ICK DG SURFACE THAT 1s.10 FEET WIDE WITH A MAXIMUM 20% GRADIENT. 'ciATE INSPECTOR """' I SH1ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SEWER RELOCATION LOS COCHES VILLAGE APPROVED LLOYD B. HUBBS A__,,,, __ ,,.:::;7~: -~ .,,~ CITY ENGINEffi PE 23ll'R9 EXPIRES 12/31/05 DATE lt1Nlo+, Jt,p DWN BY: PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL A-1 •. # i/J~~ t.1/21 /oc.r CHKD BY: ;!lAk 3252 541 REVISION DESCRIPTION MS 02-08 417-1 3iEPHEN' L. DEERING RCE 26s¥1 EXP. 3/31/04 ENGINEER Of WORK OlHER APPROVAL CITY APPROVAL RVWD BY:~ DATE JOB NUMBER l.1 / 051 OGif C :e _,, G') 0 -U1 .,::.. ..... ...... I ..... :r: f- Q._ w 0 I u z w "' f- ~ 0 ' "' w z 0 ...J N ...J LL cc "" w u 0.. <i 0.. co ::, w 0 N w ...J 0 0 ~ w <:) z • "' 0 a-, z O • 0 N ~ 0 0 w w a-, ()_ CD 0:: TRENCH WIDTH MINIMUM = IPIPE OD NIC BELLS! +16" WARNING TAPE_J PIPE O.D. TEMPORARY TRENCH BOX OR SHORING WHERE REQUIRED BY SOIL CONDITIONS MAX. SLOOPE PER I PROJECT GEOTECH ENGINEER !---WRAP BEDDING W/NON-WOVEN GEOTEXTILE MIRAFI 140N OR SIMILAR WITH OVERLAP EQUAL TO THE TRENCH WIDTH r---~MAX.DEPTH OF TEMPORARY TRENCH BOX PER ASTM D2321@ TOP OF PIPE SEE NOTE 2 FOR EXCEPTION -4" MIN TO 8" MAX BENEATH 4----l-PIPE OR 2" MIN BENEATH BELL. WHICHEVER IS GREATER 1/2" MAX. CRUSHED ROCK~-· ENCASEMENT TO 16" DIA PIPE 14" MAX. FOR PIPE > 16" DIA -,--.._ ~ FIRM TRENCH BOTTOM TO BE CREATED USING CRUSHED ROCK 2.½" AND <'.c1" II SIZE. BRIDGE NATIVE SOILS UNTIL FIRM SUBGRADE FORMS. THICKNESS AS REQUIRED NOTES TYPE C BEDDING STANDARD INSTALLATION NO SCALE 1. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WI ASTM D2321 <STD PRACTICE FOR UG INSTALLATION OF PIPE FOR SEWERS & OTHER GRAVITY-FLOW APPLICATIONS.I 2. OVEREXCAVATION MAY PROCEED WITH A TRENCH BOX TO BOTTOM OF TRENCH. THE TRENCH BOX SHALL BE RAISED AS FIRM SUBGRADE IS ESTABLISHED WITH COMPACTED CRUSHED ROCK <>112 & <'.c1" IN SIZEI AND WITHOUT GEOTEXTILE. AFTER FIRM SUBGRADE IS ESTABLISHED. THE TRENCH BOX SHALL BE SUSPENDED ABOVE TOP OF PIPE ELEVATION. THE PIPE BEDDING SHALL THEN BE SET INSIDE GEOTEXTILE FABRIC, THE PIPE INVERT SHALL BE SET, AND THE PIPE ZONE SHALL BE INSTALLED WITH COMPACTED ½" CRUSHED ROCK AND ENCLOSED WITH GEOTEXTLE AS SHOWN. 3. (•I INDICATES MINIMUM RELATIVE COMPACTION. ). 13746 --~c:EN~G~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 • www.rickeng.com H• \O_ l 3746\SeW<lr _Re I acct l on\3146sw2. d<Jn \ \srv _ _r lb1 \R ! ckStondCf ds\ ID lotV1 0\.Per,\cclcomp. pen 04-MAR-2004 131 42 MANHOLE 10 NUMBER UPS MH PIPE PIPE PIPE COOROINA TES 1 LENGTH DIAMETER MATERIAL UPS DWN X y IFEETI IINCHESI 08-9863 TO 08-9860 6258510.8 1972254.4 139.43 12 PVC 08-9867 TO 08-9863 6258617.9 1972455. 7 223.06 12 PVC 08-9877 TO 08-9867 6258753.5 1972476. 7 132.67 12 PVC 08-9873 TO 08-9877 6258735.0 1972596.2 108.58 8 PVC 08-9883 TO 08-9877 6259011.1 1972516.6 256. 72 12 PVC 08-9887 TO 08-9883 6259064.8 1972500.1 51.19 12 PVC 08-9893 TO 08-9887 6259134.4 1972544.6 77.53 12 PVC 08-9897 TO 08-9893 6259174.3 1972641.1 99.42 12 PVC 08-9900 TO 08-9897 6259369.8 1972560.1 206.62 12 PVC LAST DOWNSTREAM MANHOLE4 COORDINATES ARE: 6258532.9, 1972111.6 C!EUCADJ4 WAS1EWATER DISTRICT AS· BllllT ABBREVIATIONS: ID -IDENTIFICATION UPS -UPSTREAM OWN -DOWNSTREAM DIA -DIAMETER IN -INCHES MH -MANHOLE EL -ELEVATION ANG -ANGLE STD -STANDARD DE -DEAD END DRP -DROP SMT -SUMMIT D/SC/P'LINl:T SLOPE LOCATION OF MANHOLE IAOORESSl MH RIM EL. UPSTREAM DOWNSTREAM IFEETI % ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DWN 8.29% PARKING LO EASEMENT 171 142 1.00% PARKING LO PARKING LO 174 171 1.00% PARKING LO PARKING LOT 173 174 3.77% PARKING LO PARKING LOT 177 173 1.00% PARKING LO PARKING LOT 172 173 1.00% PARKING LO PARKING LOT 172 172 1.00% PARKING LO. PARKING LOT 174 172 1.00% CAMINO DE PARKING LOT 176 17 4 OS COCHES 1.00% CAMINO OE CAMINO DE 171.92 176 LOS COCHES LOS COCHES • [!I A\ ll,C:-BN/t, T ENGINEER OF WORK REVISION ' MH INVERT EL. MH DEPTH MANHOLE TYPE NO. OF LINES COMMENTS <FEET! <FEET! <ANG, STD, DE, ORP, SMTI THROUGH MH UPS DWN UPS DWN UPS OWN UPS DWN 142.30 130. 7 4 28.70 11.26 STD ANG 1 1 EXISTING DOWNSTREAM MH TO BE RECHANNELED 144.73 142.50 29.27 28.50 STD STD 1 1 146.26 144. 93 26. 74 29.07 DRP STD 2 1 170.00 147.16 7.00 25.84 STD DRP 1 2 149.02 146.46 22.98 26.54 STD ORP 1 2 149. 73 149.22 22.27 22.78 STD STD 1 1 150.11 149.93 23.29 22.07 STD STD 1 1 151.90 150. 91 24.10 23.09 STD STD 1 1 154.17 152.10 17. 75 23.90 STD STD 1 1 EXISTING UPSTREAM MH TO BE RECHANNELED 051004 ENGINEER OF WORK "AS 8 U IL T" RICK ENGINEERING CO. ~~' \\Ito ~/s/z,xt, ,?~j_ '6rirtJ, 4/,kccrt-P.E-== EXP. Sl~l/pB DATE ROGER{).. BALL R.C.E. 02768 DATE REVIEWED BY: EXP. 3/31 /06 -z· /;;, Ii /1 'r'4'' ,_ ... INSPECTOR (J DA .,... ~ I S2ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 5 Lt) I N IMPROVEMENT PLANS FOR: Lt) C StWER RELOCATION LOS COCHES ~LLAGE APPROVED .-;,,'f LLOYD B. HUBBS /4 ~,:: ~~ ---~~If. 'I'/~ /. c1TY ENGINEER PE 23889 "-"ixP1RES 12131;05 DAT~ 10/11/0<, ,4 (,p DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~ DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: ~ MS 02-08 417-1 N =E M I\) G) ~ 0 -.,:::.. (11 C ...... ...... ~ I ...... ..J . :.: ;: ........ / .. ""~" -'' ± ,'. }''' ,l:, I ,,,, ,,.,, ... ····~· ~ Mm~,+'"'" •wo, ,=mo• , , ""°, ' w, o,of' =3,=+=+··='"=•'r'=''=,t.i=''='c!'" """ ''-' o" "o'o=••'""'' ' . , "' .. i · :.·· .· · ,h,,O o , •'°'P'"'" .t.:. '."\"" :: -s ••~»,•r:~i ,,, \" ,,.,,~. '.''.'~"¾" "•;~-:.{ s,s.;~, ' ' , mo.t, • I , • ·, ,.,.Owmo•wC• ::::::1 \ . ,,, ,} ..... 1.: . . ,.\ »o•or:.. ~.T:•o •:• w~•o ...... +• ·.,J.,.w~,,.;o,o< '~",;,\,,_ .. ,. ....... . ... . ' 4----,,.-.-"," "" "" ···: . ., . . ... • ""''"" '1 . ,,, ..... "."., .. ~.:--... l .... t······ ::~:o+ ....... ., '": '.:);1H O. 1~(LWD NO. 08-9860) {"'•' ',, t -•d z "' .. JI: a'=l··E ;!;~O 'Qih-.... o: .. :: --:::~;~_:: . ... ·~ ..... . .. :~. :. ' ··'· i··.;., L....... . .. • •• ,,•h,s • '.., •••";:. • '•W ••~ ,. , ~•""' l. •~o,<\o 1 'H8 .OO~DEEP S WER LATERAL, IE=163.09 : 1+4~.'02-EXIST. SEWER ALIGNMENT= 1+0Q;OQ:,SEWER REALIGNMENT <' .. CONNECT TO. EXIST, 12" VCP INSTALL NEW 5'-l!/ MH,f'ER lWD S-4 WITH LOCKING. :uo ' ' . ··,,~ .. J. 13746 \ 2 nt~~EN~G~~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 www.rickeng.com R• \El.! 3 7~6\Sewer _Re: ocot I on\ 3 746sw3. dgn \ \srv _r I b' \R lckStcnOorcls\ Ip lot~ 10\P!;ln\ca I comp. pen 04-MAR-2004 !3•54 ,., {=m~q ·••••••'" w, ' r + ,. ,,,,.,,, .. =;L_··o: 3 4 PLAN: SEWERLINE 40 20 0 40 80 120 --- - GRAPHIC SCALE 1''= 40' ~m,.,, • ,.. r r ; , · i ........ ~ ... '~ ··: \i( :; r:~~=-· "··:: ,i, QC' ••••••~::::. •J :•••::•,, "''""'~•• WM Cw-.vowew, .... t· :t,,, • , '"'XWUMT£ , ,••·.·. JirUREl"calor ,,., ' !"PlA .. • ,~ ,,, f· • ~-'::: ""y:·::·:·t .. :o.,'. l ' ·" f T"~~v3<; Jo"i'"",~;, J ~,f!l/CLCC9_90, Dlili&l ~.0©% ;,. r-- "' a:, a, ' a:, 0 a, 0 .,. . z 5 Nz0 ... ...-r-,_ ,.,. + ::z:::.-..... . q:'. ::t:·d ',, 6 LGUCAOIA WA57£WAn-R PISTRIGT AS-Bl/llT STePf/E/J L. DEIERJ/Jr,, R.C.E 9f!s/,I. EXP. 3/3;/{)£3 DATE: '' . " w--~-- . ~ . :,.',:L::!!i: ·• ,.,co,,:. -,,,,,,: . c-,,,.-1 • • ~ " • • "°' y• ~'° ~w • "°"~ , , ~o, .. m =,moo w ! ~ , W 1 • ~ . ~ ",,, ..... , .. • ,o, •W•o,fo "' J: .. : .. ,r: :: 0 ••moo/, ,,m .... L. ,,, .. · · · · · · · ,,. · ·. · r ·· 1·· ·~· ....... ., ·; ~ · ~ J • +·· tefJFiitlle '$ltMJE:e'·rfN'· z=... ... .. ··-l; . ' . t .. . .... ! ... t .. . ..... 1··· .•.. , ......... ~ ........ ?, ..... .. t:.:(~.•: •c.:r .... :•,~•ThJ .. :.-.~,• , .. ' L, "''°' ,,,. '"'J;;;;"~"""'""L. ·--~··· 1 SEWER DATA NO. DELTA OR BRG. RADIUS LENGTH REMAAKS <:1> NS' 47' 55"W 139. 43' 12'1 PVC• <2> N28" 00' 22" E 223. 06' 1211 PVC * K3,> N81'11'31"E 132.68' 1 2" PVC• <4> NS' 48' 29"W 108. 58' 8" PVC (SDR-35) • C900, DR1 8 NOTE• ALL MANHOLE RIM ELEVATIONS ARE TEMPORARY & SHALL BE ADJUSTED TO GRADE UPON CONSTRUCTION OF PRECISE GRADING & IMPROVEMENTS ENGINEER OF WORK RICK ENGINEERING CO. 11 AS BUILT" /rJ}Zt,,4 . =~ §,!l, 2inm 4/1/?&aJ-PE ~ •-EXP. Z/11/d DATE ~~ .. ROG ALL R.C.E. C276B DATE REVIE\v'ED BY• EXP. 3/31/06 :,;:;.. &,..,,,,_d•r, ll //'!:(/'o, INSPECTOR •-• DATE I SH3ET I CITY OF CARLSBAD 1 sHgTs I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SEWER RELOCATION LOS COCHES VILLAGE APPROVED ,-,t" LLOYD B. HUtlBS -/7 ~ • '.A ' ~/~I/ II~ CITY ENGINEER"' PE 23889 A'xPIRES 12/31/05 ~ tl\ As ·Btl/L-T 10/31/()(, ,d't;p DWN BY: PROJECT NO. DRAWING NO. DA1E INITIAL DA1E INITIAL CHKD BY: ~ ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: ~ MS 02-08 417-1 ,- ~ Lt) I C\I Lt) C\I C"') =tt= C ~ C :E G') ~ ..... ...... I ..... . :i:. ·. :· · .. :.-:-t ... :·· * ... .. . .... .. ···1··· . . . . .... ( .... ~·--. . . ·c•=·~1~· ~· =ic=+e-~=cc J-.::·::·~ '""'"f:---J " __ , ... ! ... · .. · ... : .rl• .... :.:: .. ·. -.~,."'"'"'"'"''.£, 'i°' .. . -.:~.. l ... ·:~. " i ,.. :~·:.::d>·· - ;21: --,•, ,_, )• .. '"' ' / 1 ... : • ..... , .. . ••;t;o, •• • :~••• ti.I •.·:,c.c="'C+=="'="'=.~. ~ •.. :::l:t,.J .•• ,. .. : ..... ,,.Vi) ... ' ~-. -.. : .. ,-- + I I I I I I .,, + MH NO. 9. . (l WD NO. 08c9873l J. 13746 ml. ~~EN~:G~~ 51320 Friars Road • Se.n Diego, CA 92110-2596 • (619) 291-0707 • FAX (619) 291-4165 www.rickeng.com R, \()_ I 3 746\Sewar _Ra I 0c.ot I on\3146sw4. con \ \srv _r I b1 \R r c~Ston<la.-ds\ Ip I otv 10·,Pen\c.01~. pen 04-W.R-2004 13•24 7 ~ ~ "' ' ' " ' . ' ' b,· 8 .: ...... , 'o/"'"' ''°'""'' ,o<c•-••-~- 'J"~"i w, ("""' /w"m • : .?.:.,. "'", --· ,.,,,."' ,. H w:,. 0 •~ .. " t ""°'~ ' ;::::.}• :'.. ":'.'?.'.'"~' '"' ,,,,s,.,.,.,·, j..;,~;;;:~:::J;;~,.·: ... ·-···; .... ·~···· ............... . = ,,.,,,,~-,"~--·········s .:·: .. :·l:···•··" ··1·· . ·-r . . '··-·· wmow , '""< •="' w • • ... .. :-r··--·· ,,-""m '°"""., """;."'""I•""'.,,.,,.,.,,,,,., .. .. --.~ . '''" '.f - ··:1·:· ·--::.1 : ·-li-- ' ''°''"'°····"/ 0 ,:··+->:. ~:r .. " . -~ . J: : . '• ' •, '"'°"'' ',m,-,!••••• •• :t ••• • ::· ::,t .. : A-'--·· t·--· ····1 --· -1 '""',m' "' "w,m,p w 'S' ,,. o J l--1~ !l~cl :::f . =i . ..L •. L · ' .... , , + : ~ r i , 1 : ~ 1,-J -:-1.·.•······•:·f····· kFi~=.·.·.··•·i , · ; -' - .,,.j,moA,rn,o, ,, :•:::t•:-, ' , Sm,, . ~ ..... -~ ······7. ••••••••;, .,o) ...... J- "'"f"'"" t ·,··-c .. f••·.ll•·t· ILEt· ; ; · ... L.· l i t r·~:i¢A~~i;~i14::~'.~◊'.;¥~!:r·1~ ·-t J .......................... ±...... ....... •. ... .... ..... ... ................. . ,,., "' "' "' ' "' 0 ti)···• -·IX) 0 ,,., . z .o OZc, r:;:-::c~ co :::Ed 9 10 1 1 / ? r',·,,_· ✓'I / '!, ······· . .L'.. ~ .D "" -<-. -,v. ... "' it ...... ::r '3.%:i EXISTING SEWER MAIN T;BE. --.::,...n :,,, SAND CEMENT SLURRY FILLED 'f~ ~~~o~tit'fl\~~bt~L ENGINEER'S ~ -/ --/· .. / I .. ·· ... ····· .···· ·······i"·~··· .. / ·;.. .... . . . 1::NGINEER'S RECOMM;NJ)~TIClNS ••. · l. PLAN: SEWERLINE • 40 20 0 40 80 120 ----- GRAPHIC SCALE 1''= 40' '"'"' ,,,_-,,,,, -.,,, ·--•) '"":;,,.. + ,_..,_ ·~·;;,.f_; , -.', :·· , cc,· =~ ··•·.· :;, ·.·. ····· : · •·· · ........ · : :·⇒-.. :.. ...... ~.~.++i.:.:.•.:.•. 1 .. :.:.•.·.· .. ··.·.·.I,.·.:.:.· •... • .. ·.·:.· .. "•M-W• · --; ,mu ,S,owon,,,"'"' ""'"" _ •~ -• '" _ "m o [""°' ''°''" "'~' •· "::'..J:::·:· .,. C , ·· .. : . .-.~-.-.:·. :{::·: T :·· -y 0. "'°"''" V<"/<~j;...,;;-,;,:;; -. . - •,;;,;;•~+-' ,,,.,,_,,w {"v.-,,C~ ' , r··· ., ... f-- .... ·~··· '"'~•=~ ,,.,_., ) "°'°''" wo,m ' '°"'°' ""' a ,Nx,,o}. ""°'""'''°'"""4wo'°~ ;•;;~:;,., '.;:; , ~ : ,s~.oo )<' " , ,\.-,,~"'"''"" ,o./,,-, 12 13 Li,LJCADIA WASTEWATE'R OlBTRluT A5-BllltT ililflff. ~ INlllAL PAT£ JJICIPL/Nl: ENGINEER OF WORK NCo,o,o ...... • ..........•. '~ '"'' ' 1--. · .. y., ' " t j ··:· ,f,; • • -< '"' ••• ( ... •, ./ ••• o •• :; ••• :. :7!' ... • ... _) NO. [I] NO. <1> <2> Q) <◊ ,<s> .~ °''f ·' ..... -~ . CURB DATA DELTA OR BRG. RADIUS N22'29'27"E SEWER DATA DELTA OR BRG. RADIUS N81'11'31"E N72' 54' 29" W N57" 22' 44"E N22"29'27"E N67" 30' 33"W .. J LENGTH REMARKS 10. 00' 611 11GII CURB LENGTH REMARKS 255. 72' 1 211 PVC• 51. 1 9' 1 2" PVC• 77. 53' 1211 PVC• 99. 42' 1 2" PVC• 206.62' 1 211 PVC • • C900, NOTE• @ DR18 ALL MANHOLE RIM ELEVATIONS ARE TEMPORARY & SHALL BE ADJUSTED TO GRADE UPON CONSTRUCTION OF PRECISE GRADING & IMPROVEMENTS ® CONTRACTOR TO REPLACE ALL DAMAGED PAVEMENT MARKINGS TO SATISFACTION OF CITY ENGINEER. :;; ~ < -<.:> ~ No.C27£78 * OF C~\. ENGINEER OF WORK "AS BUILT" RICK ENGINEERING CO. ~'9-~ /t;J,t ,_ (Vi ~-Br.ti), #1/. P.E. EXP .f/41/cB DATE ,-- ROGE . BALL R.C.E. C2768 DATE REVIE'w'ED BY• EXP. 3/31/06 z:;.. ~--*@1' ,,;,w, INSPECTOR !!!!I DA I S4ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SEWER RELOCA Tl ON LOS COCHES ~LLAGE APPROVED Ji:'.-( LLOYD B. HUBBS /4 ~ •eX°~yP-. ,eC'!,M ~ CITY ENGINEER "JSE23889 ~RES 12/31/05 /1\ AS-B't//t. r /o/Jt!o, .LlA> DWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL REVISION DESCRIPTION CHKD BY'.~ MS 02-08 417-1 OTHER APPROVAL CITY APPROVAL RVWD BY: 0510011 ,. ,I=:,, 0 -U1 C ::E G') .,S::i. ..... ....... I ..... i /! j 1/ I I 7 / / , I I' l I I I I J. 13746 lit ~~EN~:c~MP~ 5620 Friars Road • San Diego, CA 92110-2596 • (619) 291•0707 • FAX (619} 291-4165 www.rickeng.com R• \O_ I 3746\Sa,.er _Ra I OC(J t I on\3746s .. s. d9n \ ,srv _,.-1 01 \fl r ckStandar<ls\ Ip I o-tv1 O\Pen\co, C«nP, pen 04·1,Wl-2004 I 5• 46 / ···/: I l' I J I r ! I ;y I I I I I ' I "' j, ? c RENAM ·.. ..MH O -9860 /' '';-: ·'\-~". ,i;<>.\"'o ' • .T":i. ·----~!:~·.", ,,,, _,\>•;s::_" o/t; ~"- , ~ s. ·. : ' o, ·, "'; ·· .... _ ... •~"'>.,_·::···:r'.""'.f· .. ·· C,' '""'·t•:•, . FUTURE SITE JMPRQ\J.£MENTS i··-. LI.I.ICAP/A WA'SlliWATEiR fJ/5TP/C,T 40 20 0 40 80 120 --- - GRAPHIC SCALE 1''= 40' Ol5CIPLINE MH O -989 ,. EXISTING MH 08-9980, '· TO BE SLURRIED AND ABANDONED ""'' -.....J , -.....J cJ ........ NOTE: I J REFER TO APPROVED PRECISE GRADING PLAN, DWG. NO. 417-1D 1-----11----+------------+---+----11---'-+--1 I sH5EET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT :==='.-=::========::'.....'.::=~ 7iifjfjj£~ II\ AS ~s (Ill, T ~ INITIAL ENGINEER OF WORK REVISION DESCRIPTION /1/ll/O' ,,rt,p DATE INITIAL OlHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: SEWER RELOCATION LOS COCHES ~LLAGE APPROVED ,-o,t; LLOYD B. HUBBS ~ .L, <rd vrz~-r i~ ~"· 1 C,\? ENGINEER lf>E 23889PIRES 12/31/05 DATI"' DWN BY: PROJECT NO. DRAWING NO. 2~~g ~~•~ MS 02-08 417-1 -->- _J z 0 w u z w cc w LL w cc cc 0 LL ,- q" It) I N It) N CW) =1:1: C ~ C =E CJ1 C) 0 -J:;i, CJ1 ...... -..J I ......