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HomeMy WebLinkAboutDWG 446-6; CT 05-16; LA COSTA OAKS NORTH NEIGHBORHOODS 3.4 & 3.5; 01-07GENERAL NOTES I. THIS Pl.AN 5UP£RSED£5 ALL OTH£R Pl.ANS PREVIOUSLY APPR0\1£D BY TH£ CITY OF CARLSBAD R£GARD/NG IMPROV£M£NTS SHOWN ON THIS SU OF Pl.ANS. 2. APPROVAL OF THIS Pt.AN DOES NOT LESS£N OR WAI\/£ ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CfTY STANDARDS OR OTHER ADDITIONAL DOCUM£NTS USTED HEREON AS THEY MAY P£RTAIN TO THIS PROJ£CT. THE £NG/NEER IN RESPON5/BL£ CHARG£ SHALL REVIS£ THESE Pl.ANS WH£N NON-CONFORMANC£ IS DISC0\1£RED. 3. CITY APPROVAL OF PLANS DOES NOT RELi£\/£ TH£ D£V£LOPER OR £NGINEER- OF -WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS D/SCOVER£D DURING CONSTRUCT/ON. ALL Pl.AN REVISIONS SHALL BE PROMPTLY 5UBMITT£D TO TH£ CITY £NGJNE£R FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 8£ R£QUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE: OF INSURANC£ MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMJTT££'5 POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST /-/AV£ A RADNG OF "A" AND A SIZE CATEGORY OF Cl.ASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL 8£ COMMENC£D UNTIL ALL PERMITS HAV£ BEEN OBTAINED FROM TH£ CITY AND OTHER APPROPRIATE: AGENCIES. B. REVISION OF THESE Pl.ANS MAY BE R£QUIRED IF THE PROPOSED IMPROV£M£NTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLIN£ DATE OF THE IMPROV£MENT AGREEMENT. 7. NO REVISIONS WILL 8£ MAD£ TO THESE Pl.ANS WITHOUT TH£ WRITT£N APPROVAL OF THE CITY ENGIN£ER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE: SHEU OF THE PLANS AND TITLE SHEU. B. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TD REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CfTY. 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 SO/LS R£PORT COMPRISED OF: (A) SUMMARY SHEU, (B) LABORATORY WORK SHEUS AND (C) COMPACTION CURVES, SHALL BE SUBMITT£D BY A PROFESSIONAL ENGINE£R OF THE STATE OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS M£CHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY £NGIN££RING INSPECTOR WITHIN TWO WORKING DAYS OF COMPL£TION OF FIELD TESIS. THE WRITT£N FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPL£TION OF THE FIELD TESTS. 12. A PRFCONSIRIICTION MffTING SHA/ L Bf Hf/ D AT TT-If SIIf PRIOR TO TT-If BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE ME£TING THROUGH THE INSPECTION LINE AT (760-4JB-J891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAIi.ABLE PRIOR TO SCHEDULING. I 3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEUING WILL BE MADE BY CALLING THE ENGINEER/NG 24 HOUR INSPECTION REQUEST LINE AT (760) 4JB 3891./NSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BffORE THE INSPECTION IS NEEQ[D INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESIS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS I.ATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE D£V£LOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAJN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6 705 BY SUBMITTING A DUAJL Pl.AN TO THE CITY ENGINEER AND/OR CONC£RN£D 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 OUR/NG THE PIPE INSTALi.AT/ON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TR£NCHES FIV£ FITT (5') DR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONC£RNED AGENCY PRIOR TO EXCAVATION. IF THE Pl.AN VARIES FROM THE SHORING SYSTEM SIANQARQS fSTABI /SHED BY THE CQNSTRIICTION SAfflY ORDERS TITI E 8 CALIFORNIA AOMINISTRATIVE CODE, THE PLAN SHALL Bf PREPARED BY AN £NG/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO £XCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURC£S ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS wn I CfASf !MMffi/Affi y AND THE PERM/TTEE WILL NOTIFY THE CITY ENGINE£R. OPERATIONS WILL NOT RESTART UNTIL TI-IE PERMITTEE HAS RECEIVED WRITTEN AUTHDRfTY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAJR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSU EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 1 B. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINITR F08 APPROVAL TWO FULL WORl</NG DA\'S PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBL£ FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAUL ROUTE OR ADJACENT STRFEJS AS A RESULT Of THE GRADING OPERATION. 19. NO Bl.AST/NG SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED Bl.AST/NG PROGRAM. HOWN AVAIi.ABLE 20. THE £XISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES S ON THE CONSTRUCT/ON Pl.ANS WERE OBTAINED BY A SEARCH OF THE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE 0 UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFF£ FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR iS REQUIRED TO PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE P F OTHER RENT TAKE DUE LANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF n-lE STATE: OF CAUFORNIA, PR/NCIPN..l Y DOING BUSINESS IN n-lE FIELD OF APPLIED SOIL MECHANICS,ON THE P,.REPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TD THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING a4 )'S BEFORE n-lE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON n-lESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNa4TIONS Will BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYP£ .J. ALL UNDERGROUND U17UTIES AND LATERALS SHAU BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIP£ SHALL 8E REINFORCED CONCRETE PIPE WfTH A MINIMUM D-LOAD OF 1,.J50 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF 2 TIMES THE MINIMUM D-LOAD REQUIRED FOR RCP. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC OR HOPE W\Y BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH .J/ 4 • ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEUS ASTM STANDARD .JO.J4 FOR SOR .J5 SOLID WALL PIP£ 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REM0\1£D WfTHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHAU BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRA T/VE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT W\RKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PIAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY n-llS WORK SHALL BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO n-lE CITY ENGINEERING INSPECTOR. 11. STREET LIGHTS PROPOSED BY THIS Pl.AN ARE PRIVATE. THE PRIVATE STREET LIGHTS ARE OWNED AND OPERATED BY n-lE HOA. PRIVATE MAINTENANCE RESPONSIBILITY IS COVERED BY AN ENCROACHMENT PERMlf. PR 0.J-12.J. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR n-1/S PROJECf, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670.J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANa4RDS. I UNDERSTAND THAT n-lE 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, HUNSAKER 9 ASSOCIATES ADDRESS, 9707 WAPLfS STIIEET CITY, ST., SAN DIEGO CA TELEPHONE, fB58} 558-4500 BY· fl.ck aw DAVID A. BLALOCK P.E. NO., RCE 62B91 EXP I RAT I ON DATE, ~6w,lc.3.-Dlu.Oaa8 _______ _ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN LO AERIAL SURVEYS (1-.J0-97) AND FIELD SURVEY BY o'DAY CONSULTANTS IN APRIL, 200 I. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS 368-2B, 429-7 OWNERS / PERMITTEES REAL ESTATE COLLATERAL MANAGEMENT COMPANY, A DELAWARE CORPORATION 190.J WRIGHT Pl.ACE SUITE 180 CARLSBAD, CA 92008 (760) 929-2701 PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S} 22.J 011 02 O.J 07 cit 08 THE CALIFORNIA COORDINATE INDEX OF n--llS PROJECT IS N 7983 E 6252 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR Tli/S SURVEY IS THE CALIFORNIA COOR DINA TE: SYSTEM -198:J, ZONe 1'1, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NADBJ), GRID BEARINGS BUWEE/1 STATION 147 AND STATION 152 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NUWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 172 71, TC GB BVC EVC VP/ BC EC HP LP FL DWY FS PRC ST. cc CB PUE ENGINEER'S NOTES I . NEITHER n--lE OWNER, NOR n--lE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. n--lE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MNNTAIN All SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLE/.. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND H[AI.TH STANDARDS, /.AWS AND REG/J/AT/ONS. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. n-!IS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECf, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREUS, UT/Ll17ES, A/ID STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) 558-4500. 4. THE CONTTIACTOR SHALL VERIFY All STAKES FOR ACCURACY AGAINST APPROVED Pl.ANS, PRIOR TO mENCHING OR FORMING AND SHAU BEAR THE COST OF ALL REWORK THAT RES/JLTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VAI.IDAITTJ BY THE CONTRACTOR PRIOR TO COMMENCING CONSmUCTION. 5. THE CONTRACTOR SHALL Al.SO TAKE n-!E NECESSARY STEPS TO PROTE:CT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND 5/LTA170N THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS {GRAVEL BAGSC HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC.; UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY n--lE OWNER. 6. THE EXISTENCE A/ID LOCATION OF UNDERGROUND IJT/l/17ES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVA17NG FOR THIS CONTRACf. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL ANO VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER SHOWN ON THE PlANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING W\TERIALS FOR n-lE PROJECf, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE Pl.ANS IF AS-BUILT LOCATION OF EXISTING UT/UT/ES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING U17l/T/ES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PlACE WHICH ARE a4MAGED, DURING THE COMPLETION OF THE WORK, TO THE SA TISFAC170N OF THE APPROPRIATE AGENCY. B. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SfTES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPI.ETE NECESSARY TESTING TO CER17FY THAT TRENCH BACKFILL 111,o1S COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. g. THESE Pl.ANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS W\Y DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. LEGAL DESCRIPTION LA COSTA OAKS NORTH VILLAGE .J.4/.J.5 (CT 99-04-0.J) LOTS 201, 204, 211 cit 217 OF THE CITY OF CARLSBAD TRACT CT 99-04-0.J, VILLAGES OF I.A COSTA -I.A COSTA OAKS NORTH IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 15.J 18 FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON APRIL 18, 2006 AS DOC. / 2006-0271049. LEGEND OF ABBREVIATIONS TOP OF CURB RT GRADE BREAK BEGIN VERTICAL CURVE ~ RIGHT LEFT TOP OF WALL ENGINEER'S NOTES (CONT.) Io. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRSf, THE CONTRACTOR SHALL N017FY THE ENGINEER OF WORK IN WRITING, WHENEVER THESE Pl.ANS SEEM UNCLEAR. 11 . THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILL/NG TRENCHES FOR All NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. 12. n--lE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY n-!E ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GEIIERAL CONTRACTOR'S SUPERl/lfTENa4NT IS REQUIRED TO UPDATE SAID Pl.ANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECf. AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 13. RETAINING WALLS: IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR All RETAINING WALLS. 14. THE SOILS REPORT AND AU THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PIAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. / o. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANG/.£ POINTS AND TEES IN WATER S'tSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMll' AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE S'tSTEM. 17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALC/J/ATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCUlATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF TH£ HGI. SHOW/I HEREON, BY OTHERS. WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. ENGINEER'S STORM DRAIN NOTES I • 2. 3. 4. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCUlATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCUlATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGl SHOWN HEREON, BY OTHERS: WHEN MAKING ADDITIONAL CONNEC170NS OR REALIGNING THE SrSTEM. CHANGES TO THE SrSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. STORM DRAIN PIPES DESIGNATED AS HAVING n-lE HGL AT OR ABOVE THE PIPE somT SHALL BE CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSITTING RESIN (RTR} COUPLING OR EQUAL FOR mE ENTIRE REACH. COUPLING SHALL MEET THE REQUIREMENTS OF AST/I C76, C361, AND C44.J. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SIWJ. H-11£ A MINIMUM COi/ER OF 1-1/2 INCH 01/ER TIie INVERT REINFORCING STUL THE CONCRETE DESIGN STRENGTH IN THESE REACHES SH.Ail. BE fc = 5,000 PSI. FOff VELOCITIES EXCEEDING .JO FEET PER SECOND, USE fc = 6,000 PSI. INLETS TO BE STENCILED TO SATISFY SUSMP AND SWMP. CITY OF \ I \ "' SAN MARCOS II END VERTICAL CURVE VERTICAL POINT OF INTERSECTION ':fv'i: BEGIN CURVE CL POINT CURB RETURN MODIFIED VERTICAL CURVE CENTERLINE ~\ "' o PROJECT SITE END CURVE B HIGH POINT W LOW POINT N. T.S. Fl.OW LINE CTB RP DRIVEWAY EOP FINISHED SURFACE POINT OF REVERSE CURVE CDS STREIT RCP SD CENTER OF CUL-DE-SAC KNU CURB PUBLIC UTILTIY AND ACCESS EASEMENT BOTTOM OF WALL NOT TO SCALE CEMENT TREATED BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC STATIONING REINFORCED CONCRETE PIPE STORM DRAIN KNUCKLE STATIONING VALLECITOS WATER DISTRICT STATEMENT REIAT/NG TO REIMBURSEMENT AGREEMENTS AND EXTENSIONS OR ENIARGEMENT OF FACILIT/E:S 0 0 ~ \ \' ~ ' CITY OF ENCINITAS VICINITY MAP N. T.S. 1---Y.W.D. "AS-BU/Lr' /Jtl, v(. ( IG.Mt!Vitcl !,l.,o(,/{_ .~ (SIGNJ'\I 01'<.J DAVID • CK.___ P.E. NO.: GISTRATION EXPIRES: 6-30-DB ~RIJtlE ----- 62891 R.C.E. WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE Win--! THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENGINEERING STANOARDS. .J. n--1/S SET OF PIANS. 4. RESOLUTION NUMBERS 6150 cit 6151, DATED OCT. 16, 2006. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC. SOILS AND TESTING, INC. DATED, JUNE 25, 2D01, UPDATE LETTER DATED FEB. 1.J, 2007. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. FINAL PROGRAM EIR 98-07. 9. VALl£C/TOS WATER DISTRICT STANDARD DRAWINGS AND SPECIFICATIONS FOR CONSTRUCT/ON OF WATER & SEWER AND APPROVED MATERIALS LIST. 10. STORMWATER MANAGEMENT PIAN FDR I.A COSTA OAKS NORTH NEIGHBORHOODS .J. I, .J . .J-.J.5 PREPARED BY HUNSAKER DATED FEBRUARY 12, 2007. 11. STORM WATER POLLUTION PREVENTION PLAN: PREPARED BY: HUNSAKER cit ASSOCIATES, WDID NO. 9 .J7C.J.J5747, DATED SEPT. 26, 2006. DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LJNE EASEMENT LINE A.G. PAVING/BASE 4• AC/4" AB (MIN.) LEGEND STD. DWG, 6" TYPE G CURB cit GUTTER ••G-2 PEDESTRIAN RAMP TYPE ':4" ,.G-27 CONCRETE SIDEWALK SYMBOL -------- ~ PRIVATE STREET LIGHT 9,500 LUM (HPSV) ,.•E-1, ••E-2, '*M-21 PER PR 07-_ o-----0 EXISTING STORM DRAIN STORM DRAJN 18" RCP STORM DRAIN 24 • RCP DRIVf:WAY CURB INLET TYPE "B" CURB INLET TYPE "8-1 • ,.•G-148 ••D-2, •os-1 ••0-2, •Ds-1 CURB INLET TYPE "B-2" .. D-2, •DS-1 J I K rg ,..IQ, CLEANOUT TYPE "8" .JI\ ••D-10 EJ -= r ...,..1r:-': 1" WATER SERVICE W/ U:, METER<¼ TR/Pl REGISTER{VWD) *"*W-6 ---© 1 • WATER SERVICE W/ I• METER& TR/PL REGISTER(VWD} ,.••W-6 ---@ 4• SEWER LATERAL {VWD) ~ S-4***" ---@ SEWER MANHOLE, 4' I.D. W/J' DIA. OPENING .k 3-PIECE LID (Vllo} SEWER STA TION 120+00.001 ----S'-----EXISTING SEW'ER MAIN {VW) 8" P. V.C. SEWER MAIN (SDR-35, GREEN) {VW} S-12**'" ----s~---- EXISTING WATER LINE PROPOSED 8" WATER MAIN (DIP) {VWD} GATE VALVE {VWD) ,.••W-14 FIRE HYDRANT ASSEMBLY WITH MARKER (\IWD) ****W-4, W-5 ENO CAP ASSEMBLY (\IWD} 7• AIR VAC ASSEMBLY (VWD} 2" BLOW OFF ASSEMBLY {VWD) THRUST BLOCK (VWD) .,••W-16 .,.,W-15 ----w·---- ~ FH .,,, QUANTITY 70,'150 S.F. .J,507 L.F. 26,545 S.F. 8 E.A. 72.J l.F. 388 l.F. 8,89.J S.F. 2 E.A. 1 E.A. I E.A. 5 E.A. 26 E.A. 28 E.A. 54 E.A. 15 E.A. 1,647 L.F. 1,717 L.F. 3 E.A. 7 E.A. Z E.A • 4 E.A. 4 E.A. 3 E.A. 12· WHITE LIMIT LINE, "STOP" PAVEMENT CTM 2 E.A LEGEND (THERMOPLASTIC) , HI!' DOUBLE STREU NAME SIGN W/ RI-I SIGN + 2 E.A. WARNING SIGN ~ 2 E.A. ~ff. CENTEB!J.l'JE MONUMENT~-···-, ••M-10 4 1.J E.A. Til/(c i· 111/:l,AT/~ITT/lli ",14/irliir----~--.._,,-· .--y,/ .,·-· s ._ ... _ ......... ,-···-. ·. -r ·'ziA~ d u. ",S4Ct'r'R.tJWPREVEtYTli~ . . -l!IOfltW-7,W-l'f .· .,_ ··--··'-·······-········--------~"• .. , ,c' <! ... ,.f.=--•-·ciF/of ~CARLSBAo7cMwii-~ siiNDARo· ow.witic_,__ suEET IND Ex · ··· · .. ·•. --·- .. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING NOTES AND LEGEND SHEU I KEY MAP AND SECTIONS SHEU 2 .t J ,., AS MODIFIED BY THE CITY OF CARLSB4D STANa4RDS SHEET 4-7 •••• VALLECJTOS WATER DISTRICT STANDARD DRAWINGS IMPROVEMENTS SPFrlf_lCl,J}Q!j§_ .,-----. .,...-·~---..,.--,-···~~ ~._,-...•. .·· · .. -··· ·~---,. · r·· ' 2'f E.x;, Rl;'MOVG !iXIST. 5/8" WAT'!:/? MElC/{ 17?/ Pl RciC/5TE/? ( '30X '11-'Jf)/)f-w-~ ----ti) . .., /,VS TALL I" WATER METER, T/?ll'l RE&/5TER t/ ti~ A1ETE/l .56X, . . . < , .. ~· -,Lors l'f-47 CSJfTS,.!:,!,q,__ °.._Nl. .!.-·-· ---.--.. -'•· " · -· ,----'--"-~ ~-..,______,,..__ ·-_.. . ~""--.. -..... .. , . ~ - /TIES 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL f!<IST/NG FACiL (ABOVEGROUND AND UND£RC,R_OUND) WITHIN THE PROJECT SITE SUffi AHEAD OF THE CONSTRUCTION TO PERMIT TH£ REVISIONS OF THE CONS Pl.ANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT FILED IN TliE OFFICE OF TliE SAN DIEGO COUNTY RECORD£R ON FEBRUARY 8, 2002. The Owner of the project designated La Costa Oaks North -Neig_hborhood 3.4 cit 3.5 CARLSBAD FIRE DEPARTMENT-....... ICIENTLY TRUCTION WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELO LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEA FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTAT, w; AT THEIR /VE. UNDERGROUND SERVICE ALERT (80 0)422-4133 SDG&E (BO PACIFIC BELL (BO ADELPHIA COMMUNICATIONS (7 COX COMMUNICATIONS (7 0)660-7J43 0)892-0123 60)438-7741 60)806-9809 0)434-2980 CITY OF CARLSBAD (STREEIS d< STORM DRAIN) (76 0)744-0460 VALLEC/TOS WATER DISTRICT (S£WER, WATER d< RECLAIMED WATER) (76 IE: N 04"55'J9" W REFERENCED BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION 147 JS 0.9999J947. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. IMPORTANT NOTICE SECTION ~216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG41.ERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1-800-422-4133 TWO WORKING DA l'S BEFORE YOU DIG VALLECITOS WATER DISTRICT HUNSAKER & ASSOCIATES ENGINEER OF WORK Approved By.~-/ S~N DIECO, INC. rLAI\NING 9707 Waples Street ENGIN[CRINC San Diego, Ca q:m1 SURVCYJNG PH(858)558·4500· FX(858)558-1414 QJ(lf3it,J oth1/07 Date: ~,/~-.7 DAVID A. BLALOCK DATE RCE NO 62891 £XP. 6/30/08 has reviewed District Ordinance No. 115, Adopted November 1, 1995 and agrees that th• project: !RI is not eligible for a reimbursement agreement. □ is eligible for a reimbursement agreement and: D will execute an agreement with the District. IRl will not execute an agreement with the District. Reimbursement agreemen" Signed by: --~-~ U,_Z-.t:>? Val/ecitos Water District BENCH MARK "AS BUILT" DESCRIPTION: ~s.c. ~ G.X. BRASS DISC STAMPED WvL 302., 1935" IN CONG. MON. LOCATION: POINT LIES 8.5' fASTE:RLY OF EASTERN BERJrl LINE ON RANCHO SANTA FE ROAD, 6,/3,/,,4 1 J.J NORT/iERL Y OF ELECTRIC RCE h;29'71 EXP. ff!tfSMIS!j/ON LINE POLE MARKED JOII AND '11..13825" AND REVIEWED s;•. APPROXIMATELY 1.2 MILES 1,:i1?TH£RLY .~ OF THE INTERSECTION OF RAN1,:•0 SANTA FE ROAD AND I.A COSTA A \/£NI IE. ELEVATION: 533.J9 NGVD 29 MSL INSPECTOR REQUIREMENTS: NUMBER OF F.H. '5.J__ F.FLOWJ1iDf)G.P.M. our QF.J._ F.H. 's 8Wj SPRIIIJ(fff)? YES_LNQ...__F.FLOW 1500 G.P.M. ~,-,'2_ ~ii¥-l'RE M 1:1[ I . TE ! SH~ETS I I SHfCT I CITY OF CARLSBAD ENGINEER/NG OE PARTMENT . IMPROV[MENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOODS 3.4 & 3.5 J[L8ll3 APPROVED DAVID/ _?~ ez~4~/:°?DArr DAT£ ?//3 .248 -, AS-~n1t,r . DEPUTY CITY ENGINE£R RCE 33081 £XP. 'fllA I A'EV. /JWY E lATLOl!.ArtONgtM~TMUl°l)l,r, , ~I • , ,.,,,_ 11 l1ml,o I r..l)p I J/z.1 /1J ()A/3 •ff--OWN BY: I PROJECT NO. DRAWING NO. DATE INITIJ.L (:I/TS. I, 1,f-7 ·nn£ INITIAL DATE INfTIAL CHKD BY: fl.'-< CT05-16 446-6 REVISION DESCRIPTION RVWD BY: c::,,/P DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL . --. -,._ R,\0572\&Eng\lMPR□VEMENTS \05721 ED!.dwg[ 1275JMcy-29-2007,09,□3 w.o. No. 2352-124 V.W D; '207-226 071379 BIN : ~ 072507 12 310 SEWER LATERAL & WATER LATERAL TABLE SEWER I ATFRAL WA.TFR LATERAL S[WtR LD1/GTH CURR CURB DROP I ATERAL DEPTH STRC£T ,or I[ @ STRFFT STA. £u:v. £LEV. RF MARKS STA. @ 10 OF [l[V. BELOW STA. @ NO. MAIN LA l[F.'AL @ PL CVFR O'lt.R MAIN MAIN @ 0' PL M[T[R ', LATERAL LA TFRAL 7 57+04.64 5?9. 9 7 1.2 28 23-,-92.08 !J32.24 .537.54 5.5 24+20.73 537.88 2 57144.64 530.32 7.2 28 24-t-3?.08 532.72 538,02 5.5 24+42.24 .538. 14 3 5/+94.63 530.84 1.2 28 24+82.52 533.31 53R. 61 5.5 24+92.52 538.72 4 58143.5.1 537,35 1.2 28 25+31,40 533.89 539. 19 5.5 25+41.4[; .?39.31 5 .58+70. 12 529.57 1.2 34 40+67.50 532.88 5311. 18 5.5 40+57.2/ 538.35 IN 6 39+2$.81 . 5Jf. OS 7.2 54.11, 41+3f.f1 531.ss 537./1 5.5 411/f.~ 5.F.,2fl / I .J~i+"76:·Q I :'128 .. "J I ,~2 54 4, +73.93 530.97 .536./ I 5.5 41+47.o4 536.80 8 39181.86 528.25 7,2 51 41+78.72 530.84 536. 7 4 5.5 42-,-()5.46 535.90 9 39+91.29 5?R. 13 1.2 18 42+39,36 530. 51 .?36. 11 5.5 42+67.75 536.39 IQ 39-,'57.28 528. 6 7 1.2 36 ?7+83.8! 531.29 536.59 5.5 27-t-52.A.1 537. 11 ' I 38-t-O!J. 9 J 529. 15 1.2 35 27+38,60 6J2.05 537.36 5.5 27+2B.13 537.53 ,2 38--1 62.18 530.37 0.0 29 26+96,82 532.78 538.08 5.5 26+BR.94 538.20 CONNFCT SCWCR LAl. ro MANHOLE .1.3 38+~17 530.73 l.? JO 26+57.65 533.45 038.75 ".5 26+47. 76 538.90 tb 14 37°.,,_75 5.3i.l3 ll. 2 .:IS.5 2."iii-~'f./i 53+.ll 5;lf. r., 5.5 25130.19 539.71 t!ONA/. SWJt lAT re .n-'I lo :')tf+58.5"1 031.51 l.2 2o L5+46.4u 534.0/ JJ9.3/ o.5 25+56.41 539.4:-::, 16 58+09.63 531.00 1.? 28 24+97.52 533.-18 53R.7R 5.5 25+07.55 538.90 17 57+59.64 530.48 1.2 28 24+47.53 532.90 538.20 5.5 24+57 . .'Y6 538.30 78 57+09.64 529.96 !.? 28 23+97.57 532.37 537. 51 5.5 24+07.53 537.73 -48 45+2.1 89 502.79 1.2 33 14+92.09 506.06 51 i.36 5.5 15+[1.1. ?9 .511.46 49 33+03.33 -18.1,46 1.2 28 13103.89 483.84 489. 14 5.5 12+93.69 490. 18 50 33+64.54 475.44 1.2 28 13+65.10 477.83 483. 13 5.5 ?3+55.70 484. 15 51 34+22.46 16'9./5 1.2 28 14123.02 472.24 4// . .'J4 5.5 14-113,02 478.54 52 34+82.23 465. 10 1.2 28 14+8?. 79 467.53 472.83 5.5 ?4+72.79 413.53 53 35+37. 10 46.1.54 1.? 36 40+41.57 464.34 469.64 5.5 40+26.66 470.20 54 36+03.98 459.40 1.2 56 4JT02.21 46/.90 467.20 5.5 40+69,23 468.04 55 56+42.51 458.98 1.? 47 4!+34.50 461.07 466.37 !J.5 41+l5.4J 466.86 56 36+32.80 459.09 1.2 35 42+1 J. DO 467.23 466.53 5.5 42+ 19.29 466.74 57 35+86.93 459.59 1.? 34 15+94.34 462.10 467.70 5.5 .15+81.86 468.03 !YB .J.5+42. to 467.22 1.2 28 75+42.b./ 464. ! 7 469.47 5.5 !5+37. 16 4 70.UJ 59 34+88. lC 461.72 7.2 ?8 14.-188.66 467 • .14 172.14 5.5 14+7R.66 473.09 b'O 34+.30.4C 468.97 1.2 28 14+30.96 4/1 .. F;4 476.84 5.5 14+20,96 177.70 61 33+77.30 474.77 7.2 ?R 13+71.86 477. f 8 482.18 .5.5 13+61.85 483.42 62 ..5.5+113() 480.67 1.2 28 13+1.1.86 48.J. 12 488 . .J-2 5.5 13+G7.86 489.32 63 32+63.66 485.69 o, [) 24 1?+59.85 488.05 493.35 5.5 12-t-50.77 494.36 CONNECT SLWCR LAI. ro MANHOIF 64 32+08.95 490.58 1.2 J2 .12+09.80 493.08 498.38 5.5 J2T00.24 499.33 65 37+66.99 495.!9 0.0 27 J !+59.4.J 497.74 5()3. 04 55 11+50.62 504. 70 CONNECT SLVFR LAT. TO MAN!i'JLL 66 44+4/.ID 5()2.34 1.2 34 l4+77 . .10 505.32 570.fi? 5.5 }4-1-08.75 510.53 67 43--r92.i'9 502.87 1.2 .28 f.3+68.47 505.27 5 7 0.57 5.5 13+43.32 510, 91 68 43+65.35 503.47 I 2 29 !3+33.25 605.80 511, 10 55 J3-t-2S39 51 .1.32 69 43--!-23.47 504.70 1.2 29 12+96.78 506.98 572.28 5.5 72+86.01 51?.68 /0 42+81.44 506.:51 0.0 20 72+54.23 508.67 573.97 5.5 J2--f45.98 514.30 CONNECT SEW£R /AT. TO MANHOLF 71 42+42. J:J 507 . .58 ,1,2 29 72+14.07 570.26 515.55 5.5 12+05.71 515.97 72 41+90.46 509.77 .1.2 30 11 +64.79 512.27 57 7.57 5.5 7? +.)4.79 517.96 13 41+37.58 .51?.47 a.o 28 Jl+JJ,91 5 74.38 519. 68 5.5 40--1-09. 74 520.28 CONN£CT SEWER LAT. TO MANHOL[ 74 40+55.67 51?.87 t.2 38 40+79.98 576.79 522.09 5.5 40+88.38 522.33 75 40+13. 77 513.27 1.2 64 42+26.73 516.46 52 l.76 5.5 42+0!.96 522.04 /6 40+62.09 51?.l/1 1.2 48 70+27.86 575.8.' 52 .1. 1 f 5.5 10+19.85 521.24 77 4 f.l 12.92 512.33 7.2 36 10+79.93 515. 12 520.42 5.5 10+70.08 620.:.;B 78 4!+56.30 51 ·'· 1? 1.2 30 17+30.63 513.64 .'Y 18.94 5.5 1,1+20.63 5 J 9.3 J 79 42+08,05 508.98 7.2 30 1 7 +82.38 51 f .56 5 l 6.86 5.5 ?1+72.38 !:; 17.23 80 42+61.73 506. 77 1.2 34 72+43.JB 509.2,1 :JJ4,!;f 5.5 ,12+28.83 514.97 87 43-1-35.61 504.35 1.2 30 13+06.21 506.60 5 1 t .90 5.5 ! 2+95.36' !:! 12.29 82 45+?6.09 502.69 1.? 27 14185.88 506.0 I 5JJ.jf 5.5 !4+97.2(; 511.4-2 83 45-167.28 503.59 7.2 33 16+46.81 506.58 5 l J.88 5.5 l5+57.93 512.0J 2C+64.0Ci 537. 7 7 FUTURC !RR/GA TION METER 10+70.00 509. 18 F/JTURC !Rl?lGA TION MFTFR ~1t0fESS1"-1i ~ ,., D{~ ~ ~ ... " " --z 8. NO. 62891 ~ ,,; EXP. 6/JOi,lm 1 ~ ~ -I~,~ -f~C!'" CA~,f~ HUNSAKER & ASSOCIATES ENGINEER OF WORK SAN DIEGO. INC PLAN!\ING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4SOO· FX(856)558·1414 fr::! {l 8.~ of,,/o1/o-, DAVID A. BLALOCK DATE RC£ NO 62891 EXP. 6/30/08 ') CL LENGTH OF LA'Tf:RAL 1.0' MIN. 2" 1,41N 1 .o' MIN, SO ,-...-,::c_ DROP TO MAIN TYPICAL lAIERAL ELEVA UON NTS NOTES: PL TC CONTRACTOR SHALL CONSTRUCT LATERALS WITH PRESCRIBED SLOPE AND DROP TO MAIN. DEPTH BELOW PL THE OAKS NORTH NTS 150 LEGEND SUBDIVISION BOUNDARY ------ RIGHT OF WAY SHEEI NO. 0 FIRE HYDRANT !XX] PR/VA TE STREIT LIGHT b----o STORM DRAIN [Q] WATER LINE SEWER UN£ WARNING SIGN STOP SIGN 0 ~- i I i ! I I J2.. -+ 150 300 I I SCALE I'= 150' 4 I J5 J4 JJ 32 450 ; I JI JO 29 28 27 26 L_ _______________________ L_ _________________ ..... .._ ____ .. ------ ------ ----- KEY MAP VALLECITOS BENC!I MARK "AS BUILT" WATER DISTRICT DESCRIPTION: U.S.C. &: G.X. BRASS DISC STAMPED "KJ02., 19J5" IN CONC. MON. BJ.Blll LOCAllON: POINT LIES 8.5' EASTtRLY OF EASTERN Jlte/1:3 I I Ii 4 25 24 2J 21 20 19 18 17 76 15 -------~:.-:.:.. ---------------,-··--·.,•---------_,_, ____ -------- -V.W.D. "AS BU/Lr' /\,;Pu {kf6 .s,,.., __ . ' ~ to£<. --DATE \SIGNATURE c--------------- DAVln • i,lALOCK 0 .E. NO.: 62891 ~TION EXPIRES: 6 JO 08 DISCIPLINE R:<;.F ~~ BERM LINE ON RANCHO SANTA FE ROAD, Approved By: 1 JJ' NORTHERLY OF ELECTRIC RGE Co..2 8 '1 L C:,/".3t'?(/~ DATE EXP. TRANSMIS~/ON LINE POLE ,.A0_RKED .:<-/3 ,., ~ If /2 '' ~ S · "'£1./L.,... 'il2JO 11 AND "n.1 J825 AND REV~ 'fl'o r /?lVI"-£ LATl:-R.AL 7Ai3LE M_.t., /'L II/, 1911<) r.vP APPROX/I.IA TtLY 1.2 MILES NORTHERLY J/r.,.h.__ DA,. Date: ~~~-o7 OF THE IN'Tf:RSECTION OF RANCHO DAT£ INITIAL DAT£ INITIAL DATE INfTIAL SANTA FE ROAD AND LA COSTA AVENUE. REVISION DESCRIPTION ENG/NEEi? OF WORK OTHER APPROVAL ClfY APPROVAL ELEVAllON: 5JJ.39 NGVD 29 MSL INSPECTOR OATt ,_ -=-~1 ....... ,--•--·"•'"· /- - 40 5 56 . I I. 4 54 57 I 5J 58 j J 4 52 50 59 1· 60 61 I I I I I• '\ 62 8 I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR, LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOODS 3.4 & 3.5 APPROVED DAVID A. _'t'fj .£ DEPUTY CITY ENGINEER RCE 33QB1 71ot7 EXP. A QfC:..-::-0A Tc DWI/ BY: PROJECT NO. DRAWING NO. CHKD BY: _J;l: ~'I" CT0S-16 446-6 RVWD BY: GVP R, \ 05 7 2\ &Eng\ IMP R DV EM ENTS\ 05 7 2 l BO 2. d wg[ 1275JJun-08-200 7, □8,36 w.o. No. 2352-124 V.W.D. 207-226 071379 BIN : • ...:..::::a.... 072507 12 310 I VALLECITOS WATER DISTRICT 7. ALL WATER AND SEWER UNES SHALL BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIF/CATIONS DRAWINGS AND APPROVED MATERIAL LIST OF THE VALLECITOS WAlER DISTRICT FOR THE CONSTRUCT/ON OF WATER AND SEWER FAC/LlnES. 2. WATER LINES SHALL l><IVE A MINIMUM COVER OF; 36 INCHES. SEWER LINES SHALL HA VE A MINIMUM COVER OF 5 Ff:ET. 3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCT/ON. VALLECITOS WATER DISTRICT. ............................................... 1-760-744-0460 COX COMMUNICATIONS ......................................................... 1-800-227-2600 S.D.G.&:E. •........•..............•.•....•.•.•.•••.•..•.......•...•.••••.•.••...•.....•. 1-800-221-2600 PACIFIC BELL ....................................................................... 1-800-221-2600 UNDERGROUND SERVICE ALERT. ••.....•.••••••...•.•.•••.•••••....••....•. 1-800-221-2600 4. IT Sl><ILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH OF ALL EXISTING WA7tR AND SEWER UNES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. 5. NEITHER THE ENGINEER, OWNER NOR THE VALLEC/TOS WA lER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. 6. A PRECONSTRUCT/ON CONFf:RENCE MEETING WITH VALLECITOS WATER DISTRICT PERSONNEL Sl><ILL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WA lER DISTRICT ENGINEERING DEPARTMENT. 8. ANY PROPOSED CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED AND APPROVED BY THE DISTRICT PRIOR TO THE INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE, AN "AS-BUILT" RECORD OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE COMPLETION OF THE CONTRACT. THE NG/NEER SHALL PROVIDE TWO (2) BLUEL/NE SETS OF "AS-BUILTS" TD THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BEING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WAlER AND SEWER SY.SIEM. 10. ALL CONTRACTORS WORKING IN THE PUBLIC-RIGHTS-OF-WAY SHALL OBTAIN A SEPARAlE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE ROPRIATE AGENCY. INSPECTION OF ALL WORK IS REQUIRED. FORTY-EIGHT ( 48) HOURS ADVANCE NOTICE IS REQUIRED FOR NSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS, SUNDAYS, OR LEGAL HOU DAYS WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT ENGINEER. 11. UNLESS OTHERWISE SHOWN, SEWER LA lERALS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 12. ALL WA Tm LINES SHALL BE DUCTILE IRON PIPE, CLASS 350, OR AS NOlED. ALL FITTINGS ARE TO BE PUSH ON, UNLESS OTHERWISE SHOWN OR APPROVED BY THE DISTRICT ENGINEER. ALL SEWER UNES SHALL BE BELL AND SPIGOT SDR35 PVC PIPE, OR AS NOTED. 13. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES. 14. UPON CONNECTION OF THE NEW WA7ER SYS7EM TO THE EXISTING SYSIEM, ALL VALVES ON THE EXISTING AND NEW SYS7EM SHALL BE OPERA TED ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT INSPECTOR IN WRlnNG A MINIMUM OF 6 WORKING DAYS PRIOR TO A PLANNED SHUTDOWN. 15. ALL ABANDONED SEWER LA7ERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL ABANDONED WA7ER SERVICES SHALL BE PLUGGED OFT AT THE MAIN, AND THE CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT. RELOCAlE EXISTING SERVICES AS DIREClED BY THE DISTRICT ENGINEER. 16. ALL SEWER LA 7ERALS DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE REPAIRED IN FULL AS DIREClED BY THE DISTRICT ENGINEER. 17. ALL LAlERALS SHALL BE CONSTRUClED TO A MINIMUM -FOOT (5') DEPTH (TO TOP OF PIPE) AT PROPERTY LINE AND SHALL BE CLEAR OF DRMJ,t,\ YS. ALL LA lERALS SHALL BE CLEARLY MARKED WITH AN •s• ON THE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. 18. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE AIR PRESSURE TES7ED, FLUSHED CLEAN USING THE -WAYNE" BALL METHOD, AND SHALL PASS A 5% MANDREL THROUGH THE PIPE. 19. THE DISTRICT WILL NOT SUPPLY WA7ER OR SEWER SERVICE TO ANY PROJECT UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMENT PLANS HA VE BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS. 2D. IF MEIERS ARE INSTALLED IN SIDEWALKS OR DRIVEWAYS, MEIER BOXES SHALL BE OVERSIZED, PER DISTRICT STANDARD DRAWINGS AND APPROVED MA lERIALS LIST. 21. RELOCATION DR EXIENSJON OF ANY EXISTING WAlER MEIER SHALL MEAN INSTALLATION OF THE MEIER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIREClED BY THE DISTRICT AND PERPENDICULAR TO THE MAINUNE CONNECTION, UNLESS OTHERWISE NOTED. SERVICE LA7ERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS Si>4LL ALSO BE REPLACED. 22. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL WITH A COPPER SERVICE PER DISTRICT SPECIF/CATIONS AS DIREClED BY THE DISTRICT. MM&RP NOTES {DUST MITIGATION & RAPTOR NESTING) PER 4.10-5: TEMPORARY DES/LT/NG BASINS CAN ONLY BE REMOVED WHEN PERMANENT EROSION CONTROL LANDSCAPING HAS BEEN ESTABLISHED TO THE POINT THAT DOWNSTREAM EROSION AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS. PER 4.4-248: IF OCCUPIED RAPTOR NESTS ARE PRESENT DURING GRADING AND CONSTRUCTION WHICH CREATES ADVERSE EFFECTS TO ACTIVE RAPTOR NESTS, INCLUDING NOISE LEVELS WHICH WOULD BE ABOVE 60dB(A) AT NESTING SITE, OPERATIONS SHALL BE RESTRICTED TO 20D FEET FROM ANY ACTIVE NEST. PER 4.9-4A: IN DISTURBED AREAS AND ON MANUFACTURED SLOPES, APPROVED GROUND COVER SHALL BE REPLACED WITHIN 30 DAYS FOLLOWING THE COMPLETION OF GRADING ACTIVITIES. B: AREAS GRADED FLATTER THAN 6:1 SHALL BE PLANTED WITH A COVER CROP OR COVERED WITH JUTE MESH IN OONFORMANCE WfTH SECTION E.3-1.2-2.1 OF THE CITY LANDSCAPE MANUAL C: EXPOSED STOCKPILES (I.E. GRAVEL, SAND, AND DIRT) WITH 5:f OR GREATER SILT CONTENT SHALL BE ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON TOXIC SOIL BINDERS ACCORDING TO MANUFACTURES' SPECIFICATIONS. D: AREAS BEING ACTIVELY GRADED SHALL BE WATERED TO REDUCE POTENTIAL FOR BLOWING DUST. E: ALL EXCAVATING AND GRADING OPERATIONS SHALL BE SUSPENDED WHEN WIND SPEEDS EXCEED 25 MPH AS MEASURED AT THE OCEANSIDE STATION OF THE NATIONAL WEATHER SERVICE. IT SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO ASCERTAIN AND RECORD DAILY WIND SPEEDS DURING THE GRADING PROCESS. THESE RECORDS SHALL BE AVAILABLE FOR INSPECTION BY THE PUBLIC WORKS INSPECTOR. ~~Hss,~ ~ P.•D(~ tr ~ t;; J ~ -% \5 NO. 6289ke; /:/ ~ EXP. 6/30 f ~}' ,..,vu /~, .. ci,-c~~,~ -~ ENGINEER fJJll B~ t-1 DAVID A. 8[AL CK RCE NO 62891 F:XP. MM&RP NOTES {CONT.) (DUST MITIGATION & RAPTOR NESTING) > F: ALL T,RUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS OFFS/TE OVER PAVED ROADS ARE TO BE COVERED OR SHALL MAINTAIN AT LEAST TWO FEET OF FREEBOARD (I.E., MINIMUM VERTICAL DISTANCE BETWEEN TOP OF THE LOAD AND THE TOP OF THE TRAILER) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA VEHICLE CODE SECTION 23114. G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE CONTROLLED BY THE USE OF WET-SUPPRESSION TECHNIQUES INCLUDING BUT NOT LIMITED TO: MISTING SYSTEMS ALONG THE CONVEYOR FEEDS FOR THE CRUSHER, WETTING OF STOCKPILES AND CESSATION OF CRUSHER ACTIVITIES WHEN WIND SPEEDS ARE IN EXCESS OF 25 MILES PER HOUR. WIND SPEED AND CRUSHER OPERATION RECORDS SHALL BE KEPT IN ACCORDANCE WITH MITIGATION MEASURE 4.9-4(E), ABOVE. H: PAVED STREETS OFFS/TE SHALL BE SWEPT AT THE END OF EACH WORKING DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PUBLIC PAVED ROADS (RECOMMENDED WATER SWEEPERS WITH RECLAIMED WATER) I: ACTIVELY USED UNPAVED ROADS, PARKING AREAS AND STAGING AREAS SHALL BE WATERED THREE TIMES DAILY OR NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO THESE AREAS ACCORDING TO MANUFACTURERS' SPEC/FICA TION. J: POSTED TRAFFIC SPEEDS ON ALL UNPAVED ROADS SHALL BE 15 MPH OR LESS. K: CONSTRUCTION ROADS THAT HAVE A TRAFFIC VOLUME OF MORE THAN 50 DAILY TRIPS BY CONSTRUCTION EQUIPMENT OR 15D TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL BE SURFACED WITH GRAVEL OR OTHER MATERIALS TO REDUCE DUS~ L: CONSTRUCT/ON ACCESS ROADS SHALL BE PAVED OR GRAVELED AT LEAST 100 FEET ONTO THE PROJECT SITE. MM&RP NOTES (G£N£RALl PER 4.4-23 CONSTRUCTION STORAGE AND STAGING AREAS SHALL BE LOCATED AS FAR FROM HCP/OMSP AREAS AS POSSIBLE AND SHALL BE KEPT FREE FROM TRASH AND OTHER WASTE THAT MAY ATTRACT SCAVENGERS. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE: FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING, AND PAVEMENT MARKINGS Si>4LL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), TH£ CALTRANS STANDARD SPECIFICATIONS (2002 OR LAlEST VERSION THEREOF), Tl/ES£ PLANS ANO TH£ SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPR£S£NTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM TH£SE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANG£ IN TH£ FIELD. 5. ALL STRIPING SHALL 8£ RULECTIVE PER CAL TRANS SPEC/FICA T/ONS. STRIPING SHALL BE REPAINTED TWO WE£KS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL 8£ REFLECTIVE PER CALTRANS SPECIFICATIONS AND SHALL USE: ENCAPSULAffD LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PER/MEIER OF TH£ CONSTRUCTION PROJECT WILL BE RESTORED TO A "UK£ N£W" CONDITION, IN A MANNER MEETING THE APPROVAL OF Tl/£ CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP UMIT LINES SHALL BE APPROVED BY Tl/£ PUBLIC WORKS DIRf:CTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFUCTING PAINTED LINES, MARKINGS AND PAVEMENT LEG£NDS BY GRINDING. OEBRIS SHALL 8£ PROMPTLY REMOVED BE THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS Si>4LL 8£ TH£ LA7EST VERSION OF THE CALTRANS STENCILS. ff. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA7ED. CROSSWALKS SHALL HAVE 70' INSIDE DIMENSION UNLESS OTHERWISE SPECIFl£D. ,2. ALL CROSSWALl<S, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. f 3. FIRE HYDRANT PAVEMENT MARK£RS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMEND£D FOR US£ IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 14. ALL MEDIAN NOSES AND FLARES Si>4LL BE PAINTED ffiLOW. , 5. ALL SIGNS Sl><ILL 8£ STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR US£ IN CALIFORNIA) UNL£SS OTHERWISE SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE PERFORAlED SltEL TUBING WITH BREAMWAY BAS£ PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACH£D TO A POLE, IT SHALL BE MOUN7ED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELJVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE N£W SIGNS PROVIDED AND INSTALL£D BY THE CONTRACTOR EXCEPT THOS£ SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. DECLARATION OF ENGINEER OF WORK: POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS ON£ LENGTH OF POLYETHYLENE: TUBE FOR EACH LENGTH OF PIPE, OVERLAPPED AT JOINT FIGURE 1, INSTALLATION METHOD A NOTES 4.J.1 INSTALLATION, GENERAL. BURIED DUCTILE-IRON PIPE, FITTINGS, VALVES, AND OTHER APPURTENANCES SHALL BE INSTALLED WITH POL YUHYLENE f:NCASEMENT PER ANSI/ AWWA C705/A21.5-93 STANDARD. FOR INSTALLATIONS BELOW THE WATER TABLE, USE TUBE-FORM POL YUHYLENE WITH BOTH ENDS SEALED AS TIGHTLY AS POSSIBLE WITH ADHESIVE TAPE OR PLASTIC T/f: STRAPS AT THE JOINT OVERLAP. PLACE: C/RCUMFf:Rf:NTIAL WRAPS OF TAPE OR PLASTIC TIE STRAPS AT 2-FOOT INTERVALS ALONG THE BARREL OF THE PIPE TO HElP MINIMIZE Tl!E SPACE BETWEEN THE POL YUHYLENE AND THE PIPE. 4.3.2 PIPE. METHOD OF INSTALLATION OF POLYTHYLENE ENCASf:MENT ON DUCTILE-IRON PIPE SHALL BE BY METHOD A 4.3.2.1 METHOD A (REFER TO FIGURE 1): CUT POLYETHYLENE TUBE TO A LENGTH APPROXIMAlELY 2 Ff:ET (0.6 m) LONGER THAN THAT OF THE PIPE SECTION. SLIP THE TUBE: AROUND THE PIPE, CEN7ERING IT TO PROVIDE A 1-FOOT (D.J m) OVERLAP ON EACH ADJACENT PIPE SECTION, AND BUNCHING IT ACCORDION FASHION LENGTHWISE UNTIL IT CLEARS THE: PIPE ENDS. LOWER THE PIPE INTO THE TRENCH AND MAKE UP THE PIPE JOINT WITH THE PRECEDING SECTION OF PIPE. A SHALLOW BELL HOLE MUST BE MADE AT JOINTS TO FACILITATE INSTALLATION OF THE POLYETHYLENE TUBE. AFTER ASSEMBLJNG TH£ PIPE JOINT, MAKE THE OVERLAP OF THE POL YUHYLENE TUBE. PULL THE BUNCHED POL YUHYLENE FROM THE PRECEDING LENGTH OF PIPE, SLIP IT OVER THE END OF NEW LENGTH OF PIPE, AND SECURE IT IN PLACE. mf:N SLIP THE tND OF THE POL YETHYLEN£ FROM THE: NEW PIPE SECTION OVER THE: f:ND OF THE FIRST WRAP UNTIL IT OVERLAPS THE JOINT AT THE END OF THE PRECEDING LENGTH OF PIPE. SECURE THE OVERLAP IN PLAC£. TAKE UP THE: SLACK WIDTH AT THE TOP OF PIPE TO MAKE A SNUG BUT NOT TIGHT FIT ALONG THE BARREL OF THE PIPE, SECURING THE FOLD AT QUARTER POINTS. CUTS, TEARS, PUNCTURES, OR 07HER DAMAGE: TO THE POL Y£THYL£NE SHALL Bf: REPAIRED AS DESCRIBED IN SECTION 4.J.5. PROCEED WITH THE: INSTALLATION OF THE NEXT SECTION OF Pf Pf: IN THE s-\ME MANNER. 4.3.5 REPAIRS. REPAIR CUTS, TEARS, PUNCTURES, OR DAMAGE TO POLYETHYLENE WITH AOHf:S/VE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET OR A TUBE: CUT OPf:N, WRAPPED AROUND THE PIPE TO COVER THE DAMAGED ARf:A, AND SECURED IN PLACE. LOCAr I Q<I COl?rtF .PANORAMA Co.Rre PANO..v\MA S1r10 OcSr/NO $/ T/,;, "'5'S T/NO C-i>RT~ ,CO.Je/UN4 CO.RT$' F"RTUNA SrA ...23r7SI -...ZSrSO srA :zsrso -~ ?rU srA /O f-()0 -I 3 r'SO ST A I J. .,> So -I 6 •f-1::>o .ST,4 'fr77 -131-00 STA I.Sr()li -/d, r oo rMFrle. IN.1>4/t 5.0 s. () s.o s ·"' $.() S.o A"/CL..ZT A el C IN~& S) 4-.o I 7. () ~.o I 13.0 4-.0 I ¢,.o 4--o I ~. "' 4-." I ~. o 4-.,;,/4-. 0 eo· ROW PER-f!NA{ MAP 77' ROW VARIES 60' TO 56' 3' 6" VARIES PER FINAL MAP V&,I S, 6" 3' MIN~ 5' 7.5'-4.5' VARIES FROM ,r-1a· VARIES FROM f7'-18' 7. -.• 5 5' f'":MtN. ,µ..-,11,<-....:!.._+-;;::....__~""'-!..'..'.!C:::._:_c---'-''----t-----''"""'=-=-=-'-'---=---'-f-fr--'lf~....,, FIRE HYDRANT+-__,_,_ ,,,~· ~ . 4• PCC SIDEWALK 6" TYPE G CURB & GU TIER 2;c - 5• Tl1'E G CURB &: GUTTER 2% 8" Pl'C SE~RfVW) 5' COVER (MIN. CORTE PANORAMA (PUBLIC) T.l.=5.0 4" AC/4" AB (MIN.) NOTTO SCALE 'f' ELEVATION SHOWN ON PLANS 18" a: DIP WA~ (Vl+V) J COVER (TYP) cs==~:---sTREET LIGHT 6D' ROW 3' 5• VARIES PER FINAL MAP 1(,1 IES 6" J' MIN~ 5• 7.5'-4.5' VARIES FROM 17-20' VARIES FROM 17'-20' 7 5 -4. '5' f'":MIN. ,µ..-,11,<-...iL+_:,;::....__~:!!:-".,!..'..'.!C"--!.:---"''----t-----'-"""=-=-=--"----=--f f t-=---'lf ~-f FIRE HYDRANT·+---!!- ~,&Y ,,,,, "r,, ~~ 2%-, .v-'?·,.. PCC SIDEWALK 6" TYPE G CURB & GUTTER 2;c ~ 6" TYPE G CURB .t GUTTER 2% 1 IJ" STRUCTURIJL SECTION BASED ON FINAL R' VALUE(SEE STREET NOTE: 1. SHT. 1) 8" PVC SEkl(RjVW) 5' COVER (MIN. 8~ DIP WA(TER (W,V) J COVER TYP) CORTE FORTUNA (PUBLIC) T.l.=5.0 4" ACl4' AB (MIN.) NOTTO SCALE 'f' ELEVATION SHOWN ON PLANS ROW VARIES 60' TO 56' -==~--STREU UGHT J • 6• PER FINAL MAP 6• 3• MIN~ s· 4.5' 1/J' 78' 4.5' s· f'":M,N. -,l<-'----,!f-'c_,r-=C-f------=-------,f-------~~----,r-11H~~r-4 ~lRANT+----!.i- 1/i <?·,, ~~, .\ 'It, ?,,.•pee SIDEWALK 6" TYPE G CURB .t GUTTER 2;c - 6" TYPE G CURB .t GUTTER 2% 77 7;WffNTft_RIJk, ~9.3~1s!t1~EET NOTE: ,. SHT. 1) ~-!: t~JEJ~JVW) SITIO DESTINO (PUBLIC) T.l.=5.0 4" AC/4' AB (MIN.) NOTTO SCALE 'f' ELEVATION SHOWN ON PLANS a: DIP WA(TER (W,V) J COVER TYP) 6" TYPE G CURB & GU TT[R ,,iL 12' I HEREBY DECLARE: THAT THE DESIGN OF TH£ IMPROVEMENTS AS SHOWN ON TH£SE PLANS COMPUES WITH PROFf:SSIONAL ENGIN£ER/NG STANDARDS AND PRACTIC£S. AS THE ENGIN£F:R IN R£SPONSIBLE CHARG£ OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUM£ FULL RESPONSIBLE CHARGF: FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF Tl/ES£ PLANS BY THE VALLECITOS WA7ER DISTRICT IS A REVIEW OF GENERAL COMPLIANC£ WITH DISTRICT STANDARDS. THIS APPROVAL JS NOT A DETERMINATION OF THE 7ECHNICAL -8• PVC S£..wllf\/'tID) 5' CO VER (MIN OF ADF:QUACY OR ACCURACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE M£ OF MY RESPONSIBILTY FOR Tl/£ DESIGN OF THE IMPROVEM£NTS. BY: ffJ,,.,jll BJ,L/~=-==c----'DATF, Wo1ln1 DAVID A BLALOCK, R.C.E. 62B91 EXP. 6/J0/08 VALLECITOS WATER DISTRICT WORK By: ~z&, Approved • (JJ,/QJ/tJz__ Date: ~ -/L .,,.7 6/30/08 DATE EXISTING SITIO CORAZON (PUBLIC) HUNSAKER & ASSOCIATES NOTTO SCALE -......._ V.W.D. "AS-BUILT' --/'ivru~,.rv~ ~u.uc. -rt. (SIGNA' U""'-.._ DAVID A. P.E. NO.: 62B91 GISlRATION EXPIRES: 6 JO 08 DISCIPU ,,..,,. BENCH MARK "AS BUIL'r" DESCRIPTION: U.S. C. &r G.X. BRASS DISC STAMPED "K302., , 935• IN CONC. MON. B:tB.m J/t_8{!3 LOCATION: POINT LIES 8.5' cASlERLY OF EASlERN BERl,t UN£ ON RANCHO SANTA Ff: ROAD, !<a /301/~ DATE f 3J NORTHERLY OF ELECTRIC RCE C:,,.2;:J fl'. EXP. TRANSMISSION LINE POLE MARKED "r1-230,1"AND '71.13825"AND RNbr-: APPROXIMATELY 1.2 MILES NORTHERLY J/i,/11 ~-'~ Z,A ff OF THE INTERSf:CTION OF RANCHO DATc INITIAL SANTA Ff: ROAD AND LA COSTA AVENUE ELEVATION: 533.39 NGVD 29 MSL ' ENGINEER OF WORK INSPECTOR DATE 12' SAN DIECO. INC Pl.ANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4SOO· Fl((658)558·1414 I SH;ETS I I SH~ET I CITY OF CARLSBAD tNGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOODS 3.4 & 3.5 APPROVED DAVID A. H~'f:}:.,/-,;(_ DtPUTY CITY ENGINEER RC£ aaQ!ll EXP. 6;rJ;~o'1 DAlE .d5_ ""It. r DWN BY: PROJECT NO. DRAWING NO. DAT< INITIAL DAT< INITIAL CHKD BY, ;i. s:r CT0S-16 446-6 REVISION DESCRIPTION 6Vf' OTHER APPROVAL CITY APPROVAL RVWD BY, R,\ 05 7 2 \~Eng\ IMPROVEMENTS \05 7 2 I B03.ci wg [ 12 75lApr-30-20 07 •09•3 8 w.o. No. 2352-124 V.W.D. 207-226 071379 BIN : 072507 - ---------. ·- =c=.;=.+-=+==+= ~=+=F.-c=±=t=i=±~· • . ·•••·. ·• I .. 111 · ..... t . I .. ------I J ·•· . ·••· . . ··~ .....••. 1 ···•• .. ·<---r--+-+--+-·7~. -,-- CENTERUNE DATA I { : BEARING/DELTA RADIUS , ,o·sz·oo· 200.00' 2 N 86'50'00" W J 8"46'00'" 2000.00' 4 N 9;1·24 ·oo· E HUNSAKER & ASSOCIATES PLANNING tNGINEERJNG SURVEYING SAN DIEGO, INC 9707 warlcs Street San Olcgn, Ca 92121 PH(858)558·4500· FX(856)558·1414 LENGTH Jl.9J' 491.J5' 306.01' 10.56' ---- -- --. --,-- I ' . 1 .. - ---- -----------J cc=-+---+--.J -+--+--+= •• •• . •· •· •• I --, -c±='='F+~+~=r~.t==::: __________ - ------,--------------. ---------------i-c.4=·cc;· " .. . . .. . ---+--.-.. -.. -.: -:-:· -. . -' --- ------ ------- ------- --- --- --------- -----T ---,--- ---- --- 1 ·•· .•.•• ... .. . .... ... --t---tc±c=l=i=±cc±.-.±=f=+-___ - --------------- - - ----- -:1: ---- .. .. . . ... . ... -. t===ic-+--+--1 -- --. -- ------ -., --t -------. --- --- ------i=crci•--t---f='=FE+,+..+.....J.. •• · ••••. ••=-+-~-c-..===c!=ccrc± .... . .+c=l=-+--l.. .. .. -+-~+--+-- ___ --------+-t-c.i=ctc±c=I=-+----+--··-·+ -....... -t· ,-t=ci===t=t=+ REMARKS 35 34 \9 <o~ "'Q <o N" <o <> "':e <o ~ i-..: <o iJ "" ;J; -;J; <o~ -,.:• <o -:e " .; ;!: iJ .., -;!: ---If. If If. 33 311 VWQ NOTE: NEW STREITS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THF: PUBLIC WATER OR SEWER SYSTEM. ~ ~ o,; .<o <o -;!: iJ - 31 (§) <o~ .., <> <o ,-:· "" -:e t i-~d ;!: -If. 30 (§) "" ... <d ~ ., - <o~ o,Q <ti" "' "' :e <> + <ti ~ iJ "" ~ - <> ~ ... Q <o ..; . " ":e ..: ~iJ 0, + 0, -~ If. If. aa SB S'I SB EXISTING CORTE PANORAMA FOR SIDEWALK, DRIVEWAY, PEDESTRIAN RAMP, &: CONSTRUCTION IRRIGATION METER ONLY .-r--..r-~•-..,.-------......- V WC> WATER METER NOt!E: Lor~ /"f rHRIJ .3'J /f!:QL,/IKE l'?E.MOVAL OF > EXISTIN, 5/8" WATER ME'.TeR, Tl'I./PL /f€~/$T€R t METER Box AND iNSTAL-> LA 116/11 OF I" WATcR METER, Tl? I ?L '-REt;/S~-~~~ (l. <o ., ~ + ~ t VALLECITOS WATER DISTRICT BENCH MARK Df:SCRIPTION: U.S. C. <t G.X. BRASS DISC STAMPED "AS BUILT" ENGINEER f)u.,r,}(l B4Ll DAVID A. BLALOCK RC£ NO 62891 EXP. OF B/30/08 WORK oe.!0Jo2 DAT£ Approved By: ~4 LOCAnON: ELEVAnON: "K302., 1935" IN CONC. MON. POINT Uf:S 8.5' EASTERLY OF EASTERN EfFJ11/ N'6%1-H~'tt_ r§~Er'/!Jt ff ROAD, ff/t:Jl;'/fil°l!,DLI'{_ ,'J/M;•I.IJ!JtED APPROXIMATELY 1.2 MILF:S NORTHERLY OF THE INTERSECT/ON OF RANCHO SANTA ff ROAD AND lA COST.4 AVENUE. 533.39 NCVD 29 MSL 9..iaUL REVIEWED BY:_ ,,/ ,; /~/ ~·-r---- INSPECTOR <> ~ "'Q •r(Q " -+ ~d 25 ,/t8!t3 DATE --7 --------' -- 1 . l ===c.jc_==== __ .,.··_·-t·r_·_,_·=:_• _:::_-==_,=.: ::::r::: -==t==c±=t=f=i=·ctc==cc. ,==c=J..4-==+· ·-+-+--+--~-"" .. -' .. .C.-"'·'-·7'" ~ --·· ---------------· ··1 . --t-f ------- ------, ---, ------, - --- ---- -----------------::::r:_ - ·• I .~~-·"------T ----:·:1 ----- ---1 -- I. t11-~ - J_ --, -_ : =r=.+=.+--+=-~ ····~1--,···- ~-----,--------,------,.-r----,--,--..==== •+====··F·=Cf=··••+': : : r 1 1 •· ~ROF~LE ~CALES +c=r++++==F=.c.FH='-'f-=+=+=+-'+~+,Fc_..+. _= ___ cc_= .. +=.=. = .. t.f~-~~~lCA ....... f"t._;; ~. .:: ....... ·· ..... =N=~ ... ·.·· 0~:~z.:: ~ ::::?• --+--+-~•----------! .. --,--- SIDEWALK PER DWG 446-5 It, " "' .; "' + C, " ,.. rt~ ~ ,.: "' ~--... ~Rl i-~ ~ I'.') '"~ co§ ~ ... l::\ "' o;i .. IOC::, 10 "'-~IQ ~ ~ 10 ill + ... -C, -+ ';1.Rl + ~ti t ~\i3 .., cs ii 19 ii ao If. at aa 114 113 -.......__ Y.Jr.D. "AS-BUILT' n()fUClt~ -l.A;/471JU &,et:~ ,......r \SI eQ -----1 _____ DQ!A~Y'.!flD~A.:;..~ 0 •~·~:::;,~"""'-cc:: P.E. N0.: _6_2_8_9_1 __ 1 --- ,---.,-----.-----------------,,.......---,,.......--.---.,---~.£="~~~RA~J~I02!N:!_!E~XP::!!IR~E]S:.,: __ 6~-~J~O~OBb,.,_1D:!;IS~C~IP~LINr~N!;;;;;_1!~;6~',r.~~ t-----t----+----------------t----+-----t----+------i ~ CITY OF CARLSBAD I SH~ETS I ~ ENGINEERING DEPARTMENT ,:l.-/3 1/lo DAT£ PAB , A5-8U/&-T DAR I I f<GV/~&' Dl?!Ve"'4 v ~ w,4r;e,;, M "', ·~ INITIAL ///l./,-, IF/. 11/~o ·DArc: INITIAL DAT£ <SUf" INITIAL IMPROVEMENT PLANS FOR: LA COSTA OAKS NORTH BUILDER IMPROVEMENTS NEIGHBORHOODS 3.4 & 3.5 APPROVED DAVID A HA~~.#,.. 62311~~:TE DEPUTY CITY ENGINEER RC£ 33QBl EXP. DWN BY: e;c,:r-PROJECT NO. DRAWING NO. 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I=.--.·· +=E+-;_t---L ·--,-. --_: :: +==:_ . . . . +-.. --I'll ·•• I . •••· . c;:v· J © , •· •··· --------- ----·· ---.. ------.. k'tc<r=r-b-t-t--t----t-~TCCc----t=-.f--.cr.=.t-..... . -------- ----------- - ----·------- - -.. -- ___ - --- ------------ -. -------------.. --- - --- ··• •• I •• •• , . ea~.¥.~ ........ •.I.ii' .,. ------. ----::..:.+------=-· --·+=E=+=-i~FF±+'==+=c=b~+--.J,-.c±ce7-.=bt=±+=-=r=i=t=bci=c+=t--=t==!c=t=T= · . .L-.±=+=t=-~=+-+=+-++ .. ••• i .... r---t-J-. _-r • .· • t . , ··· 1· I . ·----f-··-i . -r:-7 . . . ··-1 [rt--i----.· i -n=-n-- +=+=r+ ••• f .· -.· .•. ·. : ~ C -,-: t~r i • 1 i . . 1=±=1-.-.c\=+---1--1--~~---+"·=i=+=r-+=+=t J_·;_ 1-1 .• ' PR~FILE SC~LES -·c!=+--=++~+-+++=t-=+ i ••j c f---f=-t=-t------f----c-------i--cc=-t-='-.=tc+.-4-c++.f=+'c-f=r=t-.=H.--=!=f=f=+cc+-.cz++'z+.cp-==t,=::;;f=;._.__=;;·t1.tc.'.=••;•=•· ____ ·-.-.l-·f·.=.'---f·•·+·•=··•+···= .• _+j~~•¾'l-'-:;1l~'-::·~-'-::•g••:::i·aI.-.~.c-i.·1 ";;:~.i."'.ii•··:,:•~•••:C:-·~cc•1•),,•----.i?i•_t•E'i'•_---.i>l,.:.c~t:;•• Dnt..RAM.~iili·1!1N"'r.GS-- .L=t__J _L__j___L_±_c·1· ·c;c·· .lllfc.c~L'··c:c·cc'ccJ•'-'-·· ·ccLc===i===r _I'--"-'" '--'---'--"'---------j ... . . . •. ·•. . • . .• . -: •• 1 • . 7 J ··••· r. ) ··· · •· 1 ' ·• I 1 •· +-L...--f=-c-~j-..-.1~._ •. =,=••· +.•-· I ; ; ! ... ·. ·.. .. . .. . ·•· '· 1 F + IC'---1="--=____._'--'-=-___.__'-'--'--'-'----'-'-'----'-"-'--="'--'-==,. ·'---=----L--'--"=--cLC..i=---=-'='---=====c--===c.c=----'-c2=5~+~0=0~ ·· ~ .. ~ ±~..L..2c="--'--.L-----c.L_=='-"21,.,.1..±+._.,o~o==L__._=L.=.1..2-='a="+±o-='o~~__.,_._cL__==2:;;t9=-+cLo';;;-01::c======-'-"-==--~~___L__C'--'~ HORIZ. : VERT. : 1 "=40' 111=8' 0 , 2 J 4 □ , 2 J 4 5 6 7 8 9 ( l 7 2 J ; ( '. , 2 J 4 BEARING/0£LTA N 84"24'00" E 49"29'00" N J4'55'oo• E N 55'05'00" W BEARING/DELTA N 8J'29'16" E N 84"24 'oo· E 19"29'4J" 52•01'49• N 12'45'28" E 202"08'J4" N 34•55•00· E '1-9'29'oo· N 84'4J'JO" E BEARING/DELTA N 84'24 'oo· E 49·29•00· N J4'55'oo· E BEARING/DELTA N 84"24'00" E N 6J" J6'42" E N 49·02'45• E N JJ'15'27• E CENTERUNE DATA RADIUS LENGTH REMARKS 176.2J' 200.00' 172.lJ' 57.34' 20.00' CURB DATA RADIUS LENGTH REMARKS 62.82' 6" TYPE G C4'G 1 IJ.50' 6" TYPE G C4'G 182.00' 61.9J' 6" TYPE G C4'G 100.00' 90.98' 6" TYPE G C4,G 50.00' 6" TYPE G C4'G 38.00' 134.07' 6" TYPE G C4'G 57.J4' 6" TYPE G C4'G 218.00' 188.28' 6" TYPE G C4,G 176.JJ' 6" TYPE G C4'G WATER DATA RADIUS LENGTH REMARKS 165.96' 10• DIP CL-J50• 200.00·-172.lJ' 10" DIP CL-J50* 84.82' 10• DIP CL-J50• • WITH POL YITHYLENE WRAP PER Dfr,',IL ON SHEET J -USE 9 PIPE LENGTHS (BELL "' SPIGOT) WITH J" DEFLECTION SEWER DATA RADIUS LENGTH REMARKS 171.46' 8" PVC SDR-J5•• 46.78' 8" PVC SDR-J5•• 45.69' 8" PVC SOR-JS•• 137.78' 8" PVC SOR-JS** •• GREE:N STORM DRAIN DATA el 3 If!. ~~ <o C, "' ~ ~ "' r-; N ~ " <o + <o <:, ... + + + -"' ... ... ~a "' "' s • • • I " .. ' ... 2 w "' -~ If!. :ii ii "' "' :;'l~~~!;, C'\1....:....:-1. + ., ,. l(l++ l(ll(l s <o ~ ~ ~ <o :ii 4 ... ~ C, C, o; 6 II ~~Q ~~~,~ ~ ,r'-" "' / "--" , .P,> o>o ,,-'' 20' VWO SEWER EASEMEN~~ PER DOC. 2006-0104-865 REC. 2/1 J/2006 28+00.71 O MAIN 2 AV PER VWO - 42+J9.J6 cos 42+50.02 CDS CL 12 DWY 28+02.21 9 ENO CAP "' TB PER \IWO W-16 27+99.21 2 80 PER VWD W- 1 £A~6" FLxPO GV PER VWO W-4 "' W-5 ~,,---.y,,.--·-•--·~-------- VW D WATER METER NOTE 0 40 80 120 ---- SCALE )'; 40' C) BEARING/DELTA RADIUS LENGTH REMARKS "> .. ++- L/) "' .. "' "' "i II !Ill.\!"'~ LOTS I TIIRll 18 R€QUIR£ /" WA7£R. S€RVIC£ I" WAT£R METER., TR IPL R£(;J£,T£R f METER SOX. r 1 2 J 4 N 84'05'19" E 161.18' 24• RCP 1350-0 N 6J"J4'26" E 31.42' 24• RCP ,~o-o J1'54'51 • 180.00' 100.28' 24• RCP 1~0-0 N J1"J9'J6" E: 94.20' 24" RCP 1350-0 HUNSAKER & ASSOCIATES SAN DIEGO, INC 1'1 W14-1 "DEAD END" SIGN CORTE PANORAMA ~"' ,I, ~ ii t'.; 'II ;~§! .-, Oli:r::, '--~___,.__...,_,__..._ __ __.A--.,'~...._A ----"'._-,--I EGISTRATION EXPIRES: 8-J0-011 ~ k'(O~ m NOTE:: 7 1 [TI CITY OF CARLSBAD l<\ o_15_ffi l--~---+~~+~---------------t----t---t---t~-1 NEW STREETS SHALL BE CONSTRUCTED TO ·• Cl: ENGINEER/NG DEPARTMENT SUBGRADE PRIOR TO THE INSTALlATION OF 1----+--+-----------------t-----j---t-----t--1 I ~TH,=E~P~U=IJU=C..:WA~IB=R~O:R:..:SEWER=:::...:S:YS~lli=M=. _ _j ___ ,--------------------,-------------------t=====~t====t=================================+=====~=====+====~====i IMPROVEMENT PLANS FOR: I-,. LA COSTA OAKS NORTH VALLECITOS BENCH MARK "AS BUILT" BUILDER IMPROVEMENTS WATER DISTRICT DESCRIPTION: IJk]82 .. "'1fffs·~fJA~~Nrg_siJ;;,AMPED q J O ! 1 ! 7 'lB~l.3_~ NEIGHBORHOODS 3.4 & 3.5 LOCATION: POINT LIES 8.5' £ASTE:RLY OF EAST£RN ~ /2_~_ JJJ _ APPROVED DAVID A. HAU,n ~ ~ EN GINEER OF ,'\TORK //.✓-J BER¥ UNE ON RANCHO 5'1NTA FE ROAD, DAT£ 1 =c-=---=c=--=-.;=c::--i~r.tc..-r~'.,_,J-=-=~~-?/2,107 Approved By:~{,/4;,..·Jv,a,!!:+-:,-_~~--13J NORTHERLY OF ELECffllC RCE 6.:,..B'1/ EXP. (e/.3;;//¢ l-::--c-+c-c:-:--h.-::-::---::----:-----------t---T--1-1--I IDEPUTY CITY ENGINEER ~C£33081 EXP. f!/30/oa''r DAT£ PLANNING ENGINHRINC SURVEYING TJ/tfJ/!/ffi'~oufiK.,~~-~ffED l-;;;::;::~:;:;-;:;;;---------------1-?P.---l-Pf~4~q.;._~~~~--=-=:-:-;--:-==::--:-:-=:----t,;;zirlll--t:iT,;:r.;;~w~ ~==;;====~~r=-=--=--=-c~=;~~~~;:-.;,~=--=--=-.~~~~~~~~~~~ B)--,t-;; h , / APPROXIMAT£LY 1.2 MILES NORTHERLY REVIEWED BY: up OWN BY:~-~-PROJECT NO. DRAWING NO. 9707WaplesS"'"' &w..l ll P,y./,.d_ or.lo,laz D □te·--~~6-.__. ... /.~2,_._0_~7______ OF THE INT£RSECTION OF RANCHO /)~ J,~ ,J ~I)'/,, DATE INITIAL CHKD BY.· g..;:r: CT 05-16 446-6 San 01,,~ c. 92111 DAviDAB'tJ.wCK DATE 5'1NTA FE ROAD AND lA COS~ AVENU£. ~J-__ fl, {_/_J__ REVISION DESCRIPTION CITY APPROVAL RVWD BY, _t;YP 1 PH(e5B)sse-,soo-FX(ese)s,8-l<l< RCE NO 62891 EXP. 6/30/08 ELEYATION: 5JJ.J9 NGVD 29 MSL INSPECTOR~ DAT£ ENGINEER OF WORK OTHER APPROVAL I L __________________________ .::============================================================================:.,__:._ __________ RR~,,'iross;7~2;;:,-;:-&EOn:;;g~\JllM*P~RTI□VVEEMIME::;NnT'ss,,oii':sii1:;;2iirniiio65:;;.ci;wg;[:lil2;-;7;;5i.JJi:'.u;;;n::-iiiosi'.-";;2;00~7cc,oi'99;'ii,oiwi'.c.o'i..NNo;;:_22:iJss.22--:'T;12~4i7~v~.w~.l:Di:-.:22105'77--=°i22266/'Qo'j_7[13r77!9~I D: J_ 072507 12 310 ·•• I ·. J . ·-+---+-=---±-c~=b=t t-=-tc=c--'++4=~H➔~·· i=ci== ... = .. ee_ ·---:-:r~. --+--+ ~~+---+-t· • .•.. •~4---+-··~ ......... •• ···•·· ---t----t--' -j----1----.. =--+==cct--+c'CC ! . .. .. . I . : ... - ----- .. , ... ,:·- =J...-1---;-=~-• ... . • .• ~. + ... +"'+'=f'=+---j-=== --1 ---+----+-:: l: ;= == .. I :·r •I [/,=1 -- --------- --- -------.. " . ----·r _, --. ·: -:::-1 : : : :::1 •--+--. ·•••• ••11- ~=+=+ ....... • .. -.~:~. ' •...... ' . ----T T 'it 'cj·•=· .+ +-++~=+cc4..c.+=J• CENTERUNE DATA I J BE:ARING/D£l TA RADIUS LENGTH REMARKS 1 N 49·40•00• W 20.00' 2 N 40'20'oo• E 191.90' J 10T50'oo• 200.00' :176.41' ,, N 67':JD'oo• W 21.88' 5 N 6TJO'oo· W 48.81' 6 2TJ9'5J• 1000.00' 482.84' 7 N 5'10'oo• W J0.2:J' CURB DATA □ BEARING/DELTA RADIUS LENGTH REMARKS , N 6TJO'OO" W J0.88' 5• TYPE G C&G 2 1or50•00· 180.00' JJB.77' 5• TYPE G C&G J N 40'20'oo• E 197.90' 5• TYPE G C&G 4 208'04'22· 40.00' 145.26' 11· TYPE G c&a 5 N 12'15':19• E 50.00' 6" TYPE: G C&G 6 28'04'21 • 100.00' 49.00' 6" TYPE G C&a 7 N 40'20'00• E 87.90' 5• TYPE G C&G /J 62•05•50• 220.00' 2:18.44' 5• TYPE G C&G 9 2:1•35•50• 220.00' 90.61' 5• TYPE G C&G 10 N 67'3o'oo· w J0.89' 5• TYPE G C&G WATER DATA () BEARING/DELTA RADIUS LENGTH REMARKS 1 29'21'46. 200.00' 102.49' 1 o• DIP CL-J50• 2 N 40'20'00• E 1:J4.J7' 1 o• DIP CL-J50• 3 69'5J'5J• 185.00' 225.69' 10• DIP CL-J50• ,, IT/6'21• 185.00' 55.77' 8• DIP CL-J50• 5 N 46'50'1:J" W 11.34' 8• OIP CL -J50• 6 20·39'47• 185.00' 56.72' 8. DIP CL -J5o• 7 N 67':Jo'oo• w 15.14' 8• DIP CL-350• 2 \.WO W-J 9+65.47~10.69' END CAP .t-TB PER \.WO W-16 41+1.1.9:J cos ST HT 54~:JO' RT .,. • WITH POLYETHYLENE W/o\P PER Off.AIL ON SHEET :}_ A USE 9 PIPE LENGTHS (BELL & SPIGOT) WITH J' DEFLE:CTIDN SEWER DATA ( BE:ARING/D£L TA RADIUS LENGTH REMARKS 1 N 2T44'19• E 1:17.58' s• PVC SOR-35,. 2 N 40'20'00" E 14:J.86' s• PVC SDR-J5,. J N 8'0J'35• E 102.22' 8 • PVC SDR-35,. 4 N 21'21 '18• W 99.39' 8• PVC SDR-35•• 5 N 4:J'27'0J• W 108.12' 8• PVC SDR-J5•• •• GREEN STORM DRAIN DATA C> BEARING/DELTA /o\DIUS LENGTH REMARKS , JJ'J2'02· 22.50' 1:J.17' 18• RGP IJ50-DAA 2 N 74'24'02• E 29.2:J' 18· RGP t:J50-DAA J N 15'59'0:J• W 75.59' 18· RGP 1:150-DAA AA WATER-TIGHT JOINTS REQUIRED, SEE PROFILE "' 8 "' '15 8?i; "" ,I. ... ,.. d " 'l4 • HUNSAKER ENGINEER OF & ASSOCIATES SAN DIIGO, I N C &;;/tBW PLANf\.JNC 9707 Waple~ Sl!eet O:v/DA. BLALOCK ENGJNtERINC 5d11 Diego, Ca 92121 SURVEYJNC PH{8.'i8)558-4500-FX(858)558-1414 RC£ NO 62891 EXP. 6/30/08 -------, - gi '-' 73 WORK t)(fu1[0.? DATE ·-------··· --------··· - ··------. - 10+00 ii 'l? ----L .. -' . ---- - .• . 1 J 11+00 711 -----.. --- ---. TC = CL+0.01' UNLESS OTHERWISE SHOWN .. . ·,_· f-. -frii+c.+=~!F-Jli'.I •t,;<:>r=± 'clc--±'19 ........ J. ~,IC .. ---------___ -,r.. --------. ---- --·:·,""'.·· ------,--.. --::: J¼BJ.6 0Z,JJ9. /IL =+=+=+=4=+-+-+·+-+ ' . ' .. ---.... --- 13+00 ~ .. ' . x .. . --•- 15+00 !-=R~'s+=f-=li,!5 .~=J=T=f=+---t-c+=l==r=+c.+=J=+c+=+: ...... tt . ~~ ·•• 2912,l i.F ~F'.· ' ' ·=i 1 i ..-1~r=1c-=• ·+·.~T i -1 O~f=+=+=.f-"+ ....... ~+= .... 1=+ .... ~.. =t.c;-,. j ____ ± f . . .... .. . . . . ... ···:-"'-'~~··-1;D~RA~J(,:,N~=+ ••• 1• ·1 16+00 45 .., ?i; ~ .. ?i; "'~ ~,I."'~ ~"" ~ ~ ,.. "" ., ,,. "" ~ "'<o '.i 8! <::i ~ <o ~ _,.__i~(O ~ i--i-'gi:J --~~ 01_ ;i;d ~ ~ ::i i-d -+-,:t; ~ili l:l d ;;; 41 Ii!. ::i .., ll.: Ii!. 48 " Ii!. 43 '18 ,x '-VWD WATER ME:Tl=R Nore 40 0 4_0 ___ _c80 120 ?l ~"' r.,; ii 611 Ii!. 68 CORTE FORTUNA tors fflAND 4" TJ.JRU 83 /?cGUIRf.i I" WArER !1£RVIC€, l''WATliRMET£R, n~ I PL REtlSTER. t MET£R 80)(. LDTS 'l-0 TflRU 4? REQ/.l!RE REMOVAL OF EXIST. 5/8 " WATER M£7£R TR I PL REt;ISTFR e ME'Tl;R 80;( AND JNSTALLAT!C>N OF/" WATtR METcR, TRI.PL Re£/STEJ".. t METER aox. ------------I SCALE l'• 40' ---~~.k.~~C~K _______________ __:~ ~ ~f VWD NOTE: rrJ CITY OF CARLSBAD I SH1EUS I NEW STREETS SHALL BE CONSTRUCTED TO ~--+---+-----------------+-----t---+------t---i SUBGRADE PRIOR TO THE INSTALIATION OF ENGINE£RING DEPARTMENT THE PUBLIC WATER DR SCWER SYSTEM. 1---+--+-----------------t----t---t-----t---J l--------------...l.--'""T-----------------,---...:_ _____________ _Jl--::_-::_-::_-::_-::_t-::_-::_-::_-::_1-t-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-::_-=it-::.-::_-::_-::_~t-::_-::_-::_-=,t-::_-::_-::_-::_t-::_-::_-::_~I IMPROVEMENT PLANS FOR: B-J0-08 DISCIPLINE~-. VALLECITOS BENCH MARK "AS BUILT" BbtLiiiiTii8~~~~ms WATER 01sTR1cT DESCRIPTION, "k152..&,f:if-1:rg~£siiJ.AMPEO n NEIGHBorurooos 3.4 & 3.s LOCATION, POINT LIES 8.5· EASTERLY OF EASTERN 0 ,.,1 (31/1 .3lmJ1i APPROVED DAVID A HAUSF: ,,r_ _ _,/ BERi,' LINE ON RANCHO SANTA FE ROAD, Approved By:_ ~ 13:J NORTHERLY OF ELECTRIC RCE (c,d-8'1/ EXP. CR /.3,,//¢-DATE TRANSMISSION LINE POLE MARKED ,, ./ • "'S. o , ,1, 1 ~D£~P~U;TY~Cl~TY~E~N~Gl~N~EE~R~~RC~E~3~3~0~81~=;£.~X~P~. ~~~;=~~ "ll.2:J011 • ANO 71. 1J825• AND ~;:;-;;;::;;;;:~;;::.----------------J_~.,,.~~-"'-)£}Ll4-¼ "-",-,~,.:...,,,,~ec~=~"-'-.-,-~--.-,-,---:-::=---:-=---t---;rrl.-:~-t--;r.-:t-t-:;:-;:;.-1 _________ ------, APPROXIMATELY 1.2 MILES NORTHERLY REV,~E'M D BY:'/U <f/10 I REV. DWYS. LATS METER INFO o (;,\JI' DWN BY: ____ ,' PROJECT NO. rDRAWING ND. OF THE INTERSECT/ON OF RANCHO / ~ INITIAL n :r SANTA FE ROAD ANO v. COSTA AVENUE. ....... _,1---"/ZI /.J DAT!': /NIT/A, CHKD BY:_..-,=$~_, CT 05-16 446-6 -r..l. -REVISION DESCRIPTION RVWD BY: c;ve ELEVATION: 5JJ.J9 NGVD 29 MSL INSPECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL I R, \ 057 2\ &E0g \ I MPR□VEMEN TS\ 05 7 2IB06.d wg( 12 7 5 l Jun-0 3 -2 00 7 •l 0 • 5 B w.o. No. 2352-124 V.W.D. 207-226 071379 BIN : 072507 12 310 ----' ----··----· ----~ ~---. ------·--··--•---. . TC = CL+0.04' UNLESS OTHERWISE ............ <J i ·••· .. • · 750 PRESSURE ZONE ·• ••• • •l• ----.. ---- -----. -----bc-1-----'l---1-=:_7•"----f=+=+=tccct-=f'-'+''CC:' l=···~J•·cc ·4'=+4=r.4···=-···~··_._i·•=•:1•'i=···+· ----.1••· ····I ······ ~·. F--~F','=. F/..-f.l'i~~=+= .. +=¾'=l'=H=4dd---+~--.+. ... f-----l-----l----ci==...Jcc ='=-F+-'+~=f==ct=tt+---+"--+--"'icc••.\c··c=1• ;·--f ·., ... + . • ..... •. . . •••· 0 .. ·tc±..+---1"--f--+=+-'+'"+'=+=-!=-"·· . . . . "J11 •. p. •====--; ...••• :t,=f'--=fff+='Fr=Fl-=H=i-4=ll~ll+= -+--·;_+...:2__4...J--++--l----b+.-::J-----~h.-=d--dd----+=4=h44d=d=4-c~l~FFE---'iJl--4d .••..••• • •.. · . . . ·----. ,- ------------, ---. -----------, -----I ------.~-+=~=-==~· =f--+-+--~-i-~1 .. . j'4-.4==+.ccri=~+++.-=B➔44+~+=-I~ ~~ 1 t -c'..+= ;;;Ee+"± 1124-2,2-t±;t;!C~=l==EELII . -:g .•. ~ · . ~i lf , ~2~~ -----·. -------------. ---- ( ) 1 2 J 4 □ 1 2 J ,, 5 6 7 8 9 10 11 ( 1 1 2 J " 5 6 < l , 2 J 4 5 6 0 1 2 J " 5 6 7 _,~t=+-=c+cc+=f----===.c1--- ---. -- ····1 ---- -... ... '-CL••t· =-i---..1=-t--f.--.. F .. f. =1=""=F=+c't=+.=..J~!cc'g'tc±=d~ BE:ARING/DE:LTA N 57"10·00• E 49"46'oo· N r2-1 ·oo· E N 82'J6'00" W BE:ARING/DE:LTA 78"55'50" N 5r10·00· E 49°46'00· N r2.,i•oo• E 208'11 ''l:J" N 20"47'40" W 28'' 1 '40• N r24•00· E 49"46'oo· N 57"10'00" E 78"55'50" fJE:J\RINGIDE:LTA N 60"26'07" E N 5r10'00• E 49'46'oo· N 7"24'00" E 12·3-1'00· N 5·70•00• W fJE:J\RING/DE:LTA N 5r10·00· E N 46'29 '46" E N 26"19'10" E: N 7"24'00" E N 7"24'00" E N 5"10'00" W CENTERUNE DATA RADIUS LE:NGTH RtMARKS 70.70' 260.00' 225.8:J' J7'#.05' 20.00' CURB DATA RADIUS LENGTH RtMARKS Jo.oo· 'If .JJ' 6" TYPE G C&G 25.J5' 6" TYPE G C&G 278.00' 24f.'17' 6" TYPE G C&G J1'1.05' 6" TYPE G C&G 38.00' f38.08' 6" TYPE G C&G 50.00' 6" TYPE G C&G ,oo.oo· 49.21' 6" TYPE G C&G 204.79' 6" TYPE G C&G 2-12.00· 210.20' 6" TYPE G C&G 25.J5' 6" TYPE G C&G J0.00' 4, . .J3' 6" TYPE G C&G VWD WATER DATA RADIUS 27:J.OO'A 200.00'"" LE:NGTH RE:MARKS '12.99' 8" DIP CL-350• 'l:J.08' 8" DIP CL -:J50• 237.1:J' 8" DIP CL-350• 236.55' 8 • DIP CL -350- 'l:J.87' 8" DIP CL -:J50• 7:J.31' 8" DIP CL-JSO• • WITH POL YETHL YI.ENE WRAP PER DETAIL ON SHEET 3 A USE 9' PIPE LENGTHS (BELL &, SPIGOT) WITH J' D£A.ECTION SEWER DATA RADIUS LE:NGTH REMARKS 70.70' 8" PVC SDR-35•• 96.29' 8" PVC SDR 35•• 96.68' 8" PVC SDR-35•• 185.78' 8" PVC SDR-35•• 112.87' 8" PVC SDR-:J5•• 89.92' 8" PVC SDR-35•• •• GREEN STORM DRAIN DATA fJE:J\RING DE:LTA RADIUS LE:NGTH RE:MNIKS N 5r10·00• E '15.04' 18" RCP t 350-D 9·59•07• 249.00' 43.39' 18" RCP 1350-0 38"J7'57" 249.00' 167.88' 18" RCP 1350-D N 7"24'00" E 119.12' 18" RCP 1350-D N r24•00· E 127.30' 18" RCP 1350-D 12'40'18" 100.00' 22.12' 18" RCP 1350-D N 5"16'78" W 19.31' 18" RCP 1350-DAA AAWATER-TIGHT JOINTS REQU/RE:D, SEE PROFILE 9+84.70= 14+41.89 CT£ FORTUNA. 8"x8"x8" A. TEE .t TB 3E:J\~8" fHPO GV'S 1£4~ 10"x8 REDUCE:R 0. 1 AV PER VWD W-2 10+27.62 J'1607 BEND W/ HIGH DEA.. COUPLING "5gf!_ .... . --------·· ·-----··· -------··-----··- ----·-------·------------:::: ::;:;1~~:: -- , I I t ~- F~=· -- 12" WHITE LIM!r LINE .t "sTOP" PAVEMENT LEGEND (THERMOPLASTIC} , --R1-1 "STOP" SIGN W/ DOUBLE STREU NAME: SIGN 'b «' ~ '~"' ,o IJIJ IJ/j 64 ~_,,_-----•---,.,-~ • V WO WAT£R ME:Te:R NOTE lors 4-"t THRW t,,5 /?.cQUIRe I" WATER. S£RVIC'&}" WATER 1111:TER., TR I PL R£<.ISrt:R. f M.€T€R 130X. ..._..._.,..__,._..__...._~ ... _..._.__.~-~- VWQ NOTE: NEW STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO THE INSTALLATION OF THE PUBLIC WATER OR SEWER SYSTEM. VALLECITOS WATER DISTRICT 48 49 -. M ... . . . s HUNSAKER & ASSOCIATES ENGINEER OF WORK Approved By: ~/4 PLANNING [NGJN[[IUNG SURVEYING SAN DIECO, INC. 9707 Waples Street San Diego, Ca 91127 ?H(858)5~8-4500· FX(858)55B·1414 • 511 Sino DESnNO ---- --··-- --------. •~cc+= +1c>F• . ·--- -L ~-,-,~- ---·. -. --- 1 I Df~Mcl - -____ 1 +-----+--+---i-.••• ··••±t·; ··• ... ---:....:· ... -·. -------. -------- -1----/C F+4=~Hd~=+.4-=ic-'E.~ .•• ··•=l+cc•······+=··· +=:··~-.·•·-+--41· •• =·····ccf=-· · .~---c:=+~··r ... j .. F-F-F , , •r· l I 40 0 40 BO 120 ~~~--1 I i SCALE !'= 40' EMO EX t AV 16+48. 15~7.7'1' LT EMO~ END 4' CONNECT TO EX 8 DIP Kl'\ TER ll-J0-08 t----t-----+-------------j---+--+---+--~~ CITY OF CARLSBAD I sH;usl L.'_J ENGINEERING DEPARTMENT R, \05 72\&Eng \ l MP ROVE MENTS\05 7 2! BO 7, ci wg[ 127 5] J ,n-08-2 OD 7,09, 31 IMPROVEMENT Pl.ANS FOR: IA COSTA OAKS NORTH BUILDER IMPROV'EMENTS NEIGHBORHOODS 3.4 & 3.5 w.o. No. 2352-124 V.W.D. 207-226 071379 BIN : ' . . 072507 12 310 , ) /