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HomeMy WebLinkAboutDWG 415-4; CT 02-29; VILLAS DE LA COSTA; 01-13GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED 8Y THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY POR170N OF THE CARLSBAD MUNICIPAL CODE, RESOLU170N 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. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF -WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUC170N. ALL PLAN REVISIONS SHALL BE PROMP1t Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. .f.. 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 1!-IE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RAVNG 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 AGE'NCIES. 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 THE:SE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND 17TLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 1 D. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAJNTAINED TO THE PROJECT SITE AT ALL 17MES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED 8Y 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(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCQNS[RUCTION MffifNG SHA/I RE Hf( 0 AT TH£ STTE PR/QR TO IHf BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA17VES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK( 4J8-JB91) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STAR17NG CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1 J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUC170N MEETING WILL BE MADE BY CALLING THE ENGINEERING 4-HOUR INSPEC170N RE UEST LINE AT 760 4JB-J891.INSPECTIDN REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 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 AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO B£ MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA170N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS E"STABI ISHED RY THE CONSTRl/GIIQN SAEfIY ORDERS MLE B CALIFORNIA ADMINISTRATIVf CODE. THE; PLAN SHALL B£ PREPARED BY AN ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA170N. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WU l CEASE IMMEQJATEI Y AND THE PERM/TT££ 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, ARRNAL. 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 OPERA 170NS 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 SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEE;R FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL B£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAW ROI/IE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 170N. 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 AND UNDERGROUND) WITHIN THE PROJECT SITE SUfflCIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUC170N PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL N017FY AFFECTED U17LITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUC170N NEAR THEIR FACILl17ES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE'. UNDERGROUND SERVICE ALERT (B00)422-41JJ SDG&E (B00)660-7J4J SBC (BOO)B92-0123 ADELPHIA COMMUNICATIONS (780)4JB-7741 CITY OF CARLSBAD (STREETS & STORM DRAIN) (760)602-2720 CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760)602-2722 LEUCADIA WASTEWATER DISTRICT (7601753-0/55 OLIVENHAIN MUNICIPAL WATER DISTRICT (7601753-6466 ENGINEER"S NOTES I. NEITHER THE OWNER, NOR THE ENGINE£R OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AIID FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 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 PROJECT,, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STOIIM 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 558-4500. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS. DIKES, SHORING, ETC. I UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SH(JMI 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 EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE lll?RK, 'MiETHER SHOWN ON THE PLANS DR 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 MATERIALS FOR THE PROJECT, ANO ALLOW SUFFICIENT TIME FDR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. /5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMFNTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN H£REON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE 'Mi/CH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 6. 'MiERE TRIENCHES ARE ADJACENT TO FUTURE BU I LD I NG SI TES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE O'M/ER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERC I SEO RESPONS I BL£ CHARGE OVER THE DES I GN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM, HUNSAKER 8 ASSOCIATES ADDRESS: 10179 HllfllllfKENS AVf CITY, ST.: SAN DIEGO CA TE::Pi, 18/18/ S!l~'.'.t MONO L. MARTIN P.E. NO., RC£ 4B670 EXP I RAT I ON DA TE: .Jfiu/_.,3,.,_Q/uQ4,,._ _______ _ SOURCE OF TOPOGRAPHY DATE ,.__,.3"-"ftc..:?_A_o_'I ___ _ TOPOGRAPHY OBTAINED FROM PACIFIC COAST CIVIL, VERIFIED BY HUNSAKER 8 ASSOCIATES FIELD SURVEY ON 7124103. REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING NO. TM 3036-1 OWNERS I PERMITTEES TR/MARK PACIFIC-CASA LA COSTA, LLC. A LIMITED LIABILITY COMPANY 6/J WEST VALLEY PARKWAY, SUI TE 200 ESCONDIDO, CA 92025 J,EGAL DESCRIPTION THAT PORTION OF LOT 249 OF LA COSTA VALE UNIT NO. I, ACCORDING TO MAP NO. 7457, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND AMENDED AS SHOWN ON CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 9, /981 AS INSTRUMENT #Bl-3~4864, BOTH ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. PROJ'ECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUM8£R{SI 223-I 70-44 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 1974-6258 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE VI, /991.35 EPOCH, NORTH AMERICAN DATUM OF /983 (NAD83/, GRID BEARINGS BETWEEN STATION 147 AND STATION 152 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. IE: N 04•55·39-W REFERENCED BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED SCALE FACTOR AT STATION /47 IS 0.99993947. GRID DISTANCE• GROUND DISTANCE X COMBINED SCALE FACTOFI. 7. 8. 9. 10. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY 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 TH£ CONTRACTOR EXPENSE. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCT/ON, IMIICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING, WHENEV£R THESE PLANS SEEM UNCLEAR. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING 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 LIN£S AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL IT£MS REQUIRED BY THE APPROVING AUTHORITY. TH£ GENERAL CONTRACTOR /5 REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONS/TE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS lll?RK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. 100 0 100 200 ----- SCALE 1'= 100' [_c,AU.s~t?__!:!u_~~~ I fe.Q(/IUIA~IUT~; I "'" "" F.M< le 1:'.l"IAIJ 1$«/ C,P,,l ' .ictCo11A ~ F, i.J. 11,~ ~ ~,; l=r~-~---------~~ 300 KEY MAP LEGEND SUBD/v'ISION BOUNDARY FIRE STRIPING RIGHT OF WAY SHEET NO. FIRE HYDRANT EXIST. FIRF HYDRANT STREET LIGHT STORM DRAIN WATER LINE SEWER LINE STREET SIGN DOUBLE STREET SIGN --------- t)--o + ENGINEER'S NOTES (CONT.) II. STATIONING OF DRIVEWAYS, LATERALS ANO PROPERTY LINES ON CUL OE SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS ARE AT THE CURB. /2. 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. / 3. THE SO I LS REPORT AND ALL THE SUPPLElo/ENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 14. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS ANO TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD . 15. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 16. ALL SEWER LINE BEDDING SHALL BE 314" BACKFILL PER SDRSD S-4, WORK TO BE DONE THE IMPROVD,,iENT WORK SHALL 8£ PE:RF'ORME:D IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL COD£ 2. J. 4. 5. 6. 7. 8. 9. CITY OF CARLSBAD STANDARDS. THIS SET OF PLANS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. SOILS REPORT AND RECOMMENDATIONS BY PACIFIC SOILS, INC. PRELIMINARY GEOTECHNICAL INVESTIGATION AND GRADING PLAN REVIEW. CASA LA COSTA OCTORBER 9, 2003. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. FINAL PROGRAM EIR "4()IJ THE OLIVENHAIN MUNICIPAL WATER OfSTRICT STANDARD SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION OF K!<\TER MAINS AND FACILITIES. THE LEUDADIA WASTEWATER DISTRICT STANDARDS AND SPECIFICATIONS F'OR CONSTRUCTION OF SEWER. TYPE C. PVC SEWER PIPE SHALL MEET ASTM STD. 3034 FDR SOR 35 SOLID WALL PIPE. 10. IN ACCORDANCE WITH CITY OF CARl,.SBAD . RESOLUTION NUMBERS 5435, 5436 • 5437 & 54J4 ---· ---" ,:, COSTA A VENUE CITY OF ENCINITAS VICINITY MAP NTS HUNSAKER & ASSOCIATES SAN DIEGO. INC \ \ \ OF MARCOS DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY LINE PROPERTY LINE EASEMENT LINE ► A.C. PAVING/BASE ► A.B. PAVING/BASE LEGEND STD. DWG. ► 6" TYPE G CURB & GUTT£R ••G-2 ► 4• MODIFIED ROLLED CURB & GUTTER {DETAIL SHEET 3} ► 6" TYPE 8-1 CURB CENTERLINE: ► PmESTRIAN RAMP TYPE "A• ► CROSS GUTTER ► MODIFIED CROSS GUTTER ► CONCRETE SIDEWALK REMOVE & REPLACE PAVING ••G-1 ••G-12 ••G-12 ••G-24 SYMBOL -------- ----If_---- ~ _J~~\__ ) ~ \__ ~ ·-·· ----► ► ► J' RIBBON GUTTER (DETAIL SHEET J) PRNATE STREET LIGHT 9,500 LUM (HPSV) PROPOSED STORM DRAIN ,.*E-1, **E-2, ••M-21 o--Q ► PROPosm JENSEN CURB INLET TYPE Dl24J6 ► PROPOSm TYPE ·a-1 • CURB INLET *'D-2 ► PROPOSED CLEANOUT TYPE "A-4" & ',!_-5" ••D-9 ► PROPOSm CATCH BASIN TYPE •1• ••D-29 ► PROPOSED WING TYPE HEADWALL **D-34 ► CONCRETE LUG ► MODIFIED CURB OUTLET EXISTING SEWER ••D-63 ••D-25 ~--= ~-----=- ===== •=====1{J PROPOSm SEWER MAIN(SDR 35) PROPOSm SEWER MANHOLE ~,_••s-12 ... ••s-11 --s·------- PROPOSED SEWER LATERAL EXISTING WATER LINE PROPOSED WATER MAIN GATE VALVE . ,,.,•S-3, •,.•S-6 -S--(__ )----- ••••S-IJ, •,.•S-14 --------@ ', ***'*E-J.1 •••*•D-2.2 -w--- FIRE HYDRANT ASSEMBLY W/ MARKER •••••C-1.2,*".,*£-1.4 ·· ---F.H. PROPOSED 1 • WATER SERVICE ···••B-1. I I @) PROPOSED 2• /RR. SERVICE tJ/11!.f.OLKe:O *••••e.-Le,c.•.t..1 I (J) l"tlt.l!.~U ~1-J ~ ~L-r' END CAP ASSEMBLY . , ,..,••0-3.4 - - --- 2• BLOW-OFF ASSEMBLY 2• MANUAL AIR RELEASE ASSEMBLY ~~ .... ,__. ,~. ~ic.e. ( t"OTJ•t!>LL) ,.,.,.A-1. 1 •••••A-2.3 __ B~-- -_MA.B....o--__ I [!J QUANTITY 37,476 S.F. 39,205 S.F. 415 L.F. 2633 L.F. 379 l.F. X L.F. 7 E.A. 2,097 S.F. (INCLUDED ABOVF:) 2,877 S.F. 642 S.F. 158 L.F. 8 £A. 630 L.F. 5 £.A. 1 E.A. 3 E.A. 2 £A. 1 E.A. 1 E.A. 1 E.A. 1,423 L.F. 13 E.A. 39 £.A. 1554 L.F. 7 £.A. 6 £.A. 39 E.A. E.A. 1 E.A. 'i E.A. .3 E.A. I l!!A. VILLAS DE LA COSTA i,J/1.: ~O f'ICe.-.,~ e.,,..:t< P OIJ l"lee.~~ • CITY OF CARLSBAD STANDARD DRAWING . ~OL'( ' ENGINEER OF WORK • • CITY OF SAN DIEGO REGIONAL STANDARD DRAWING • • • AS MODIAE:D fJ'f THE CITY OF CARLSBAD STANDARDS • • • • LEUCADIA WAS7EWATER DISTRICT STANDARD DRAWINGS • • • • • OMWD STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS & FACILITES ► f'Rlv,\T!':L'i OWNl!cP" MAINTA.INl"D SHEET INDEX NOTES AND LEGEND B KEY MAP NOTES SECTIONS 8 DETAILS IMPROVEMENTS ~"..Ueie µoTl!-6 "'-)JO LA.re.iu,.i... n.&LE. SHEET I SHEET 2 SHEET J SHEET 4-12 ~e.e.T I?> RciNo L. MARTIN R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE STANDARD CURBS BORDERING FIRE ACCESS ROADS SHALL HAVE THE WORDS "NO PARKING FIRE LANE" PAINTED UPON THEIR HOFIIZONTAL AND VERTICAL SURFACES AT INTERVALS OF NOT MORE THAN TWENTY- FIVE FEET. LETTERS SHALL BE OF BLOCK STYLE, MINIMUM FIVE/5/ INCHES IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4 INCH, AND SHALL BE WHITE ON A RED BACKGROUND. THE BACKGROUND SHALL EXTEND AT LEAST SIX INCHES BEYOND THE FIRST AND LAST LETTERS OF THE TEXT. PLANNING 10179 Huemekens Street ENGINEERING San Diel!O, Ca 92121 1-----+--+--------------t-----t----t----r------jl SHlEET I CITY OF CARLSBAD i I SH:~TS I ~==:'....'.:==:::::::E::::N::::G::::IN::::E:=ER::::l::::NG:::::D::::E::::PA::::R::T::::~:::EN=T===--===~ 1-----+---+------------------+---+--+---t---t IMPROVEMENT AND UTILITY PLANS FOR: SURVEYING PH(858)558-4500· FX(858)558-1414 OLIVENHAIN MUNICIPAL WATER DISTRICT RLSBAD FIRE DEPARTMENT LEUCADIA WASTEWATER DISTRICT t-----~~=:-::-:--:==".""'.'"~::'.":'."."'.".""'.'"-----+--..;:..-.::-------------+----------------------t DESCRIPTION: APPROVAL REQUIREME. PUBLIC SEWER SYSTEM APPROVAL BENCH MARK U.S.C. & G.X. BRASS DISC STAMPED •KJ02., 1935" IN CONC. MON. IMPORTANT NOTICE VILLAS DE LA COSTA SECTION 4216/4217 OF 7FE GOVERNMENT CODE l-----+---+-----------------1---+--+---+---t ~~Rir~i"~"~te~S~t~r~e~~~An~d~Pu~b',',1~c.~U~t~i""ld~"="IA~====i NG ENGINEEER SD00155500 R.C.E A PROJECT NUM R NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE NU/JBER OF F.H. 'S_6_ OW Zif}Q G.P./.1. OIJT OF _J_ F.H. '.5 APPROVED BY: LWD DISTRICT ENGINEER Bl.DG. SPRINKLED? YES...L.. NQ___ • ..2:J2Q G.P./.1. GREG RYAN FIRE MARSHAL DATE /s~ 0 0:::l71k14 ~~11,1 DUDEK AND ASSOCIATES EXP. 03/31/0C LOCATION: ELEVATION: POINT LIES 8.5' EASTERLY OF EASTERN BERM LINE ON RANCHO SANTA FE FIOAD, 1 JJ' NOFITHEFILY OF ELECTRIC TRANSMIS!jlON LINE' POLE MARKED "TL2301 I AND "n.13825 • AND APPROXIMAT£LY 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE. SJJ.39 NGVD 29 MSL REQUIRES A DIGALERT IDENTIFICATION NUMBER BE APPROVED LLOYD HUBBS y- /SSUED BEFORE A PERMIT TO EXCAVATE WILL BE l------l----+-----------------1---+--+---+---t A_✓ ---d, ,~~----~ _. -~~ t-1/c-:;;1Je.t-/ VALID. FOR YOUR DIGALERT I.D. NUMBER CALL ~CITY ENGIN-EEif"'Rcr21 fl<P_ 12/3 z /n5J,, 7oA __ TE UNDERGROUND SERVICE ALERT AT: TOLL FREE 1-800-422-4133 TWO WORKING DA l'S BEFORE YOU DIG DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY, --.,-,cr- CHKD BY: C¥:L RVWD BY: .:1''4 PROJECT NO. CT Q2-29 R \0206 \&Eng\ ]MproveMents\ J2C6io01.ciwgl 1275]Mor-17-2CJL,C9,11 DRAWING NO. 415-4 W.0. No. 2091-37 9. .... ,&::ao w ...... (11 I .,::i. SIGNING AND STRIPING NOTES 1. THE: CONTRACTOR IS RESPONSIBLE: FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE: LATEST CALTRANS TRAFF1C MANUAL, CALTRANS STANDARD SPE:CIFICATTONS (JULY 1999 OR LATEST VERSION THE:RE:OF), THE:SE: PLANS AND THE: SPE:C/AL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJE:CT TO THE: APPROVAL OF THE: PUBLIC WORKS DIRE:CTOR OR HIS RE:PRE:SE:NTATIVE:, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THE:SE: SIGNING AND STRIPING PLANS SHALL BE: APPROVED BY THE: E:NGINE:E:R OF WORK AND PUBLIC WORKS DIRE:CTOR PRIOR TO ANY CHANGE: IN THE: F1E:LD. 5. ALL SIGNING AND STRIPING SHALL BE: RE:Fl.E:CTIVE: PE:R CALTRANS SPE:CIF1CATIONS. STRIPING SHALL BE: RE:PAINTE:D TWO WEE:KS AFTE:R INITIAL PAINTING. SIGNING SHALL USE ENCAPSULA TE:D LE:NS RE:FLECTIVE SHEE11NG (HIGH INTE:NSITY OR E:QUAL.) fJ. PRIOR TO F1NAL ACCEPTANCE OF STRE:ET IMPROVEMENTS, ALL STRE:ET STRIPING AND MARKINGS WITHIN A 500' PE:RIME:TE:R OF THE: CONSTRUCTION PROJECT WILL BE: RE:STORE:D TO A "LIKE: NE:W" CONDITION, IN A MANNE:R MEE11NG THE: APPROVAL OF THE: CITY INSPE:CTOR. 7. E:XACT LOCA110N OF STRIPING AND STOP LIMIT LINE:S, SHALL BE APPROVED BY THE: PUBLIC WORKS DIRE:CTOR OR HIS RE:PRESENTATIVE: PRIOR TO INSTALLATION. II. CONTRACTOR SHALL RE:MOVE ALL CONFVC11NG PAINTE:D LINE:S, MARKINGS AND PAVEME:NT LEGE:NDS BY GRINDING. DE:BRIS SHALL BE: PROMPTLY RE:MOV£D BY THE CONTRACTOR. 9. ALL PAVEME:NT LE:GE:NDS SHALL BE: THE: LATE:ST VERSION OF THE: CALTRANS METRIC STE:NCILS. 10. LIMIT LINE:S AND CROSSWALKS SHALL BE: F1E:LD LDCATE:D. CROSSWALKS SHALL HAVE 10' INSIDE DIME:NSION UNLESS OTHE:RWISE: SPE:CIF1ED. 11. ALL CROSSWALKS, LIMIT LINE:S, STOP 8"\RS, PAV£ME:NT ARROWS AND PAVE:ME:NT LEGENDS SHALL BE THE:RMOPLASTIC UNLE:SS OTHERWISE SPE:CIF1E:D. 12. F1RE: HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE: LATE:ST CALTRANS TRAFFIC MANUAL AND SAN DIEGO RE:GIONAL STANDARD DRAWING M-19. 1 J. ALL ME:DIAN NOSE:S AND FLARES SHALL BE: PAINTE:D YELLOW. 14. ALL SIGNS SHALL BE: STANDARD SIZE: AS SHOWN IN THE: CALTRANS TRAmc MANUAL UNLESS OTHERWISE: SPECIF1ED. 15. SIGN POSTS SHALL BE SQUARE: PE:RFORATE:D STE:E:L TUBING WITH BREo\KAWAY 8"\SE: PE:R SAN DIEGO REGIONAL STANDARD DRAWING M-45. 18. WHEN A SIGN IS ATTACHE:D TO A POLE:, IT SHALL BE: MOUNTE:D USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17. E:XISTING SIGNS REMOVE:D BY THE: CONTRACTOR SHALL BE DE:LJVE:RE:D BY THE: CONTRACTOR TO THE: CITY OF CARLSa.\D PUBLIC WORKS YARD AT 405 OAK AVENUE:. 1B. ALL SIGNS SHOWN ON THESE PLANS SHALL BE: NE:W SIGNS PROVIDED AND INSTALLED BY THE: CONTRACTOR EXCEPT THOSE SIGNS SPECIF1CALL Y SHOWN AS EXISTING TO RE:LOCA TE:D OR TO REMAIN. 19. (IF NE:CESSARY) WHE:RE: R7 SIGN AND TYPE: N-1 OBJE:CT MARKE:R ARE TO BE INSTALLE:D IN A 2-FOOT WIDE MEDIAN NOSE, THE R7 SIGN SHALL BE 1 B"X24 • AND THE: N-1 OBJECT MARKE:R SHALL BE 12"x12". POTABLE WATER NOTES (OMWD) 1. POTABLE: WA7FR WORKS SHALL BE: CONSTRUCTE:D IN ACCORDANCE: WITH THE DETAILS AND MA7FR/Al AS SPE:CIFIE:D IN THE MOST RECENT EDITION OF THE OL/VENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDi,tE:NTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THE:SE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE SPECIFICATIONS ON THE JOB S/7F AT ALL TIMES. 2. THE SUBMISSION AND REVIE:W OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS RE:QUIRED BY THE STANDARD SPECIFICATTONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. J. UNLESS OTH<RWISE NOTE:D, CONNECTIONS TO E:XIS11NG MAINS SHALL BE MADE ORY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTTNG MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE N011FIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE: WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIE:W ALL PROPOScD TRENCH WORK WITH CAL/OSHA. A COPY OF E:XEMPTTON LETTER OR TRENCHING PERMfT, IF REQUIRED. SHALL BE SUBMITTE:D TO THE DISTRICT PRIOR TO CONSTRUCTTON. fJ. NO WORK MAY BEGIN OR PROCEE:D WITHOUT DIRECTTON OF DISTRICT'S INSPE:CTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPE:CTIONS DEPARTMENT 48 HOURS PRIOR TO rHE BE:GINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE: CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA• TO HAVE UNDERGROUND SERVICE U11LIT/ES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: 800-227-2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PE:R THE STANDARD SPEC/F1CATIONS THE APPROPRIA7F BUR/cD UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WA7FR LA7FRALS LOCATED IN PUBLIC RIGHT-OF-WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE STREET. 11. ALL DEFLECTTONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JD/NT COUPLINGS WlrH 4• MAXIMUM OCFLECTION PER COUPLING (2" PER JOINT) NO BENDING (CURVING) OF PIPE SHALL BE PERI.IITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLcD AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE:. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLE:SS OTHERWISE APPROVED BY DISTR/CiS REPRE:SENTA TIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RE:LEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH 01? LOW POINTS, AS APPROVED BY THE DISTRICiS REPRESENTATIVE. IJ. INSTALL A 1,//N/1,/UI,/ I-INCH WAml' SE/MCE TO EACH LOT. METER 10 BE LOCATro 5-FFE:T FROM A SIDE LOT LINE. A J/4 INCH HICH I.ETTEl1 "Ir SHALL BE CHISELED IN TOP OF EXISTING CURB OR 1/tlPRINIED IN NEW CURB AT ALL WAIER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WlrHIN DRM:WA\'S OR SIDEWALKS WrTIIOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATFR SERVICES FOR IRRIGATION. /tl/JLTIPLE: Rf:SIOENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAi. DEVELOPMENT SHALL HAVE APPROVED BACl<Fl.OW PREVENTION DEVICE ON CUSTOl,/ER'S SIDE OF WAIER MITER. 16. CONTRACTOR SHALL TIE OFF ALL 1141.VE LOCATIONS AND PROVIOC WRITTEN DIMENSIONS TO INSPECTOR /MI.IEDIATEL Y UPON INSTALLATION OF VALl,£5. 17. LINE VALl,£5, WHERE REQUIRED AT STRE:E:T INTERSECTIONS SHALL BE LOCATED ON rHE PROLONGATION OF rH< SIRE£/ RIGHT-OF-WAY WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVFD BY TH£ APPROPIIIATF F'IRE: DISTRICT AND ME:ETING rHE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO 8£ INSTALLED AT LOCATIONS SPE:GIFIED BY rHE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO rHE WATFR SYSTEM SHALL SE: APPffOVED BY rHE DlsrRICT REPl'.FSE,,ITAT/VE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF rHE: CHANGE. 20. rHE WAIER SYSTE:M SHALL 8£ PRESSURE TESTro IN ACCORDANCE WrTII rHE P/10CEDURE:S IN rHE OIIWll STANDARD SPECIFICATIONS. rHE CUSS OF PIPE SHALL BE USED AS rHE DESIGNATED WORKING PRESSURE FOR 1ESTING ALL PIPE, VALl,£5 (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL 8£ DISINFFCTED IN ACCORDANCE WrTII SECTION 15/UI OF rHE OIIWll STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FAC/LmES. BACTERIOLOGIC QUALITY rrsT RESULTS SHALL CONFORM TO rHE CRITFRIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE: SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. T/1£ PLANS 1,/UST PROl/10£ POST CONSTRUCTION VERIFICATION OF rHE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 2J. COl>fTRACTOR SHALL GUARANTFE ALL WORK FOR A PERIOD OF ONE (1) WIR AFTER rHE DAIE OF ACCEPTANCE FOR T/1£ PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WlrH ANY Ori/ER WORK WHICH Au!Y BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE: IN WORKMAN SHIP AND/OR MAIERIALS WfTHIN THE ONE-YEAR P£RIOO FR()l,I THE DAIE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE: DISTRICT. ORDINARY W&IR AND TFAR, UNUSUAL ABUSE: OR NEGLECT EXCEPTED. 24. FOR ALL APPLICATIONS 1.111LIZING NON-HEX HE:AD BOLTS, INCLUDING, BUT NOT LI/ti/TED TO, T-BOLTS ON /tlECHAHICAL JOINT FlmNGS, THE: BOLTS AND NUTS SHALL BE: COAIED WfTH A FLUOROPOLYMER CORROSION INHIBITING COATING. rHE COATING SYSTFM SHALL BE TR/PAC 2000 BLUE COATING SYSTFAI, OR DISTRICT APPROVED EQUAL. rHE PROPOSED COATING SYSTEM SHALL 8£ APPROVED PER THE MANUFACTURER'S RECOMMENDATIONS. RECLAIMED WATER SYSTEM NOTES (OMWD) I. THE: RECYr:LED WATFR SYSTEM SHALL CONFORM 10 TH£ RUt£S AND REGULATIONS FOR RECLAIMED AND NON-POTABLE WATFR SERVICE OF rHE OLIVENHAIN MUNICIPAL WAIER DISTRICT. ORDINANCE NO. 175, DATED MARCH 1989, AND ALL SUBSEQUENT AMEND/tlENTS. 2. RECYr:LED WATE:R WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WlrH THE DETAILS AND MAIERIALS AS SPE:C/F'IED IN rHE itlOST RECENT EDmDN OF rHE OLIVENHAIN MUNICIPAL WAIER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WA1Elf MAINS AND FACIUTIES, INCLUDING ALL AMEND/tlENTS ADOP1ED PRIOR TO rHE: DlsrRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HA VE A COPY OF THE ()l,IWQ STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. J. THE SUS/tl/SSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX srTS) AS REQUIRED BY THE OMWO STANDARD SPECIFICATIONS ARE TO BE ACC()l,IPLJSHED PRIOR TO T/1£ PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 4. UNL£SS OTHERWISE NOIED, CONNECTIONS TO EXISTING MAINS SHALL 8t: MAD£ DRY. rHE TIME ANO DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED 7WO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 5. CONTRACTOR SHALL COORDINA7E WlrH DISTRICT ALL ARRANGEMENTS FOR H/t;H-UNING TFMPORARY SERVICES PRIOR 10 SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDUL£D ON A /tlONDAY OR FRIDAY. 6. CONTRACTOR SHALL REVIE:W ALL PROPOSED TRENCH WORK WrTII CAL/OSHA. A COPY OF EXEMPTION I.ETTEl1 OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED 10 'fHE DISTRICT PRIOR TO CONSTRUCTION. 7. NO WORK MAY BEGIN OR PROCE:E:D WfTHOUT DIRECTION OF DISTR/cr5 INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 411 HOURS PRIOR TO rHE BEGINNING OF WORK TO ARRANGE FOR INSP£CTION OF THE PROJECT. II. rHE CONTRACTOR MUST CALL "DIG ALERT OF 501/rHERN CALIFORNIA• 10 HAVE UNDfJ?GROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. rHIS CALL WILL BE MADE AT LEAST 411 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. 9. ALL EXISTING FACIUTIES WHICH Au!Y AF'l'cCT FINAL CONSTRUCTION, I.E., LINE CROSSINGS. LINE PARALL£UNG, OR PROPOSED CONNECTIONS SHALL 8£ FIELD VERIFIED. f 0. THE CONTRACTOR SHALL FURNISH ANO INSTALL PER THE 0/tlWO STANDARD SPECIFICATIONS THE APPRDPRIAIE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC RECYCLED WAm:I LINES INCLUDING RECYCLED WA7E'1 LATERALS LOCAIED IN PUBLIC RIGHT-OF-WAY. 11. RECYCLED WA 1ER MAHI SHALL BE PURPLE l'Yt' PIPE AWWA C 900, WITH 7WO CONTINUOUS METALLIC TAPE STRIPS, STAMPED "RECYr:LED WATFR. • STRIPS SHALL BE SET AT TOP OF PIPE AND AT 24 • ABDI£ THE PIPE. 12. WHERE ELEVATIONS AND GRAOCS -NOT SHOWN ON rHE WATFR MAIN PROFILE, TOP OF PIPE PROFILE IS 66-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. IJ. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL 8£ MAD£ BY USE OF JOINT COUPLINGS WlrH 4-MAXIMUM OCFLECTION PER COUPLING (211 PER JOINT). ND BENDING (CURVING) OF PIPE SHALL BE PERl,lfTTEJ). 14. MANUAL AIR REL£ASES SHALL 8£ INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WAIER MAIN PROFILE. MANUAL AIR RELE:AS£S AND BLOW-OFl'"S SHALL BE LOCAW BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT"S REPRESENTATIVE. 15. INSTALL RECYr:l£D WATE:R SCRVICE(S) IN ACCORDANCE WrTII SIZE($) DEFINED ON rHE DRAWINGS. LOCATIONS OF RECYr:LEO WA1E1l METERS ARE SUBJECT TO APPROVAL BY DISTRICT'S INSPECTOR. J/4-INCH HIGH LE:TTE:RS "RW" SHALL BE CHISEL£D IN TOP OF EXISTING CURS OR IMPRINIED IN NEW CURB AT ALL RECYr:LEO WATFR SERVICE CROSSINGS. I IS. itlE:TE:R BOXES SHALL NOT BE PLACED WITHIN DRMWA I'S OR SIDE:WALKS WITHOUT rHE: DISTRICT'S PRIOR WRl77cN CONSENT. SEWER NOTES (LWD) SEE SHEE:T 1 J , .,_ COl>fTRACTOR ro TIE OFF ALL VALVE LOCATIONS AND PROVIDE: WR/TIEN DIMENSIONS ro INSPECTOR /1,//t/ED/ATELY UPON INSTALLATION OF VALl,£5. LEGEND OF ABBREVIATIONS 18. LINE VAL 1,£5, WHERE REQUIRED AT STRE:E:T INTE:RSECTIONS SHALL 8£ LOCAW AT THE" Ta: WHENE:VE:R POSSIBLE. 19. ALL DESIGN CHANGES TO rHE RECYr:LED WATE:R SYSTFAI SHALL BE: APPROVFD BY THE DISTRICT REPRESENTATIVE IN WRmNG PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE RECYCLED WA1Elf SYSTE:M SHALL BE PRESSURE TESTED IN ACCORDANCE WlrH rHE PROCEDURES IN rHE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL 8£ USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALV/cS (CLOSED) AND APPURTENANCES. 21. CONTRACT RECORD DRAWINGS MUST BE: SUBMITTED PRIOR TO FINAi. ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE: LOCATION AND ELEVATION OF PIPES AND APPURIENANCES. 22. CONTRACTOR SHALL GUARANTE:E ALL WORK FOR A PERICO OF ONE: (1) l'FAR AmR rHE DAIE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WrTII ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATE:RIALS WITHIN THE ONE-YEAR PERIOD FRO/ti THE: DAIE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER 10 THE: DISTRICT. ORDINARY WEi'R AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPIED. 2J. FOR ALL APPUCATIONS 1.111LIZING NON-HEX HEAD BOLTS, INCLUDING, BUT NOT uwrro ro, T-BOLTS ON ME:CHANICAL JOINT FTTTINGS, THE BOLTS AND NUTS SHALL BE COAIED WITH A FLUOROPOLYMER CORROSION INHIBmNG COATING. rHE COATING SYSTFAI SHALL BE TR/PAC 2000 BLUE COATING SYSIEM, OR DISTRICT APPROVED EQUAL. T/1£ PROPOSED COATING SYSTEM SHALL BE APPROvro SY THE DISTRICT PRIOR ro INSTALLATION IN THE FIELD. THE COATING SYSTEM SHALL BE APPLIED PER rHE MANUFACTURER'S RECOl,//tlENDA TIONS TC GB BVC EVC VP/ BC EC HP LP FL DWY FS PRC ST. RT LT TOP OF CURB GRADE BREAK BEGIN VERTTCAL CURVE END VERTICAL CURVE VERnCAL POINT OF INTERSECnON BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW LINE DRIVEWAY FINISHED SURFACE POINT OF REVERSE CURVE smEET RIGHT LEFT 7W PCR MVC CL BW N.T.S. CTB RP £OP CDS RCP SD KNU cc CB TOP OF WALL POINT CURB RETURN MODIFIED VERTICAL CURVE CENTERLINE BOTTOM OF WALL NOT TO SCALE CEMENT mEA RADIUS POINT EDGE OF PAVEM CUL-DE-SAC REINFORCED C STORM DRAIN KNUCKLE STA CENTER OF C CURB TED BASE 'ENT STATTON/NG ONCRETE PIPE TTONING UL-DE-SAC HUNSAKER & ASSOCIATES SAN DIECiO. INC. PIJ\NNING 1017IJ tumekens Street DATE INITIAL ENGINEERING San Diego, Ca 9212'1 ENGINEER OF WOR SURVEYlNG PH(858)SS8-4SOO· fXUIS8)S58-1414 REVISION DESCRIPTION DATE STREET NOTES 1. ACTUAL STRUCTURAL SE:CTIONS WILL BE DETE:RMINED AFTER ~• VALUE: TE:STS HAVE BEEN CONDUCTED BY A PROFE:SSIONAL ENGINE:ER OF THE: STATE OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN THE: FIELD OF' APPLIE:D SOIL MECHAN/CS,ON THE: PREPARE:D 8"\SE:ME:NT SOIL. THE: "R" VALUE TESTS AND THE: ENGINEERED STRUCTURAL SECTION MUST BE: SUBMITTE:D TO THE ENGINEERING INSPECTOR FOR RE:VIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE: THE: WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLE:D AS SHOWN ON THESE: PLANS,UNDE:RGROUND CONDUIT RUNS, SE:RVICE POINTS AND HAND-HOLE:S SHALL BE: SHOWN ON THE: "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWE:D. ALL LUMINAIRE:S SHALL BE ·cur OFF" TYPE:. J. ALL UNDE:RGROUNO UTILITIES AND LATERALS SHALL BE: INSTALLE:D PRIOR TO CONSTRUCTTON OF CURBS, CROSS GUTTERS OR SURFACING OF STREE:TS. 4. STORM DRAlN PIPE: SHALL BE: RE:INFORCE:D CONCRE:TE: PIPE: WITH A MINIMUM D-LDAD OF 1,350 OR ASBE:STOS CE:ME:NT PIPE WITH A MINIMUM D-LOAO OF 2 TIMES THE: MINIMUM D-LOAD RE:QUIRED FOR RCP. FOR PRIVATE: STORM DRAIN P/PE:S, UP TO 15" PVC MAY BE UTILIZED PROVIOE:D DEPTH IS LE:SS THAN 15 FEET AND BACKF1LLED WITH J/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE:. 5. WHE:RE: AN EXISTTNG PIPE: LINE IS TO BE: ABANDONE:D IT SHALL l!IE: RE:MOVE:D WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND RE:PLACED WITH PROPERLY COMPACTED SOILS. IN OTHE:R AREAS THE PIPE: WILL BE: PLUGGE:D WITH CONCRETE OR RE:MOVED AS APPROVE:D BY THE CITY ENGINEE:R. fJ. WHEE:LCHAIR RAMPS SHALL BE /NSTALLE:D PE:R RE:QUIREME:NTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE: CODE. 7. STREET TREE:S SHALL BE: INSTALLE:D PER SECTION IV D.J OF THE: CITY OF CARLSBAD LANDSCAPE: MANUAL. 8. F1RE HYDRANT MARKE:RS SHALL BE PLACE:D IN THE: STREET WITHIN THE: LIMITS OF WORK OF THIS PLAN PE:R SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE: DISTURBE:D BY THIS WOl!K SHALL BE: Ro-ESTABLISHED, PE:RPETUATE:D, AND DOCUMENTED PER THE PROFE:SS/ONAL LANO SURVEYORS ACT. 10. TWO (2) SE:TS OF SURVEY (CUT) SHEE:TS SHALL BE: PROVIDE:D TO THE CITY E:NGINEERING INSPECTOR. STORM DRAIN NOTES 1. STORM DRAIN PROFILE:s SHOW A GRAPHICAL RE:PRE:sE:NTATION OF THE: 2. J. INITIAL CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE: CALCULATED HGL CAN BE: FOUND IN THE: APPROVED STORM DRAINAGE RE:PORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. E:NGINEE:R 15 NOT RESPONSIBLE: FOR USE: OF' THE: HGL SHOWN HE:RE:ON. BY OrHE:RS. WHEN MAKING ADDITIONAL CONNE:CTIONS OR REo\LIGNING THE: SYSTE:M. CHANGES TO THE SYSTE:M, RE:QUIRE APPROVAL OF A RE:GISTE:RED E:NGINEER RE:SPONSIBLE FOR THE REVISIONS. STORM DRAIN PIPES DE:S/GNATED AS HAVING THE HGL AT OR ABOVE THE: PIPE SOFFIT SHALL BE: CONSTRUCTED WITH WATER TIGHT JOINTS WITH AMERON REINFORCE: CONCRETE PIPE: WITH REINFORCED THE:RMOSETTING RESIN (RTR) COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL ME:ET THE RE:QU/RE:ME:NTS OF AS1M C76, CJ61, AND C44J. STORM DRAIN PIPES WITH VELDCITIE:s E:XCE:E:DING 20 FEET PER SE:COND SHALL H,,IV/; A MINIMUM COVER OF 1-1 /2 INCH Oill1 7HE /NV£RT REINFOIICING STEEL THE CONCRETE DESIGN STRENGTH IN THE:SE: REACHES SHALL BE: fc = 5,000 PSI. FOR VELOCITIES E:XCE:EDING JO FE:ET PER SECOND, USE fc • 6,000 PSI. ENGINEER OF WORK '/ /,/61 RA~~~ DATE R.C.E. NO. -48670 EXP. 6/30/0-4 "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH;ET I CITY OF CARLSBAD C:;rJ ENGINEERING DEPARTMENT 3 IMPROVEMENT AND UTILITY PLANS FOR: VILLAS DE LA COSTA APPROVED LLOYD HUBBS (!/,/1"/ A _,, ,,.-.,,-;? • ---_, ~c;;_'-f CITY ENGINEEi" RCE ~ EX" 1?' < 1 /05 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: ~IA CT02-29 415-4 OTHER APPROVAL CITY APPROVAL RVWD BY: ~ R,\0206 \&.Eng \:MproveMen ts\ J206io02.o wg[ 204 7JMur -24-;::oo,i :10:12 W.O. No. 2091-37 C :E C) ~ ..... (J1 I ~ E I LWD SEWER EASEMENT PER DOC. 2004-028.321.3 REC. 04-DS-04, OMWD WATER EASEMENT PER DOC REC JO' 32' J4' PUE 1' OR 3' 28' CURB LINE CURB LINE SIDEWALK PER RSD NO. G-7 WHERE SHOWN ON PLANS WATE:R METE:R BOX WHERE SHOWN ON PLANS (NOTE: NO METER BOXES IN SIDEWALK) AC PAVEMENT AND BASE PER SOG-11 J SCHEDULE "J" PRIVATE smEET 8" PVC WTR ,--:-----1-.uoDIFIED ROLLED CURB 8" PVC SWR SEE PLANS FOR STATION LOCATION VIA IRIS STA 10+03.70 TO STA 15+86.89 NOT TO SCALE E 1' OR 3' VARIES SIDEWALK PER RSD NO. G-7 WHERE SHOWN ON PLANS WATER ME:T'E:R BOX WHERE SHOWN ON PLANS (NOTE: NO METE:R BOXES IN SIDEWALK) ROLLED CURB TO CURB INLET TRANSITION (PRIVATE) NOTTO SCALE J.o· 4" MODIFIED ROLLE"D CURB 6" TYPE 'G' CURB d< GUTTER ROLLED TO TYPE 'G' CURB TRANSITION (PRIVATE) NOTTO SCALE I I NOTES; I I I I I I I I I I I I II I I I I .· B ourl J6" SECTIONB-B NOTTO SCALE 24" SEE DETAJL BELO\ FINISHED GRADE / / OF BASIN I 24" / CUTOFF" WALL 11. CUR61t GUTTER I ' CONC. THICKNE"SS -s.s· CONCRETE SHALL BE 560-C-3250 FOR ADD!nONAL DETAILS SEE D-25 ANO 0-39 FROM REGIONAL STANDARD DRAWINGS LWD SEWER EASEMENT PER DOC. 2004-028.321 J REC. 04-05-04, OMWD WATER EASEMENT PER DOC. REC. ____ , 26' 28',JO' PUE 1' OR 3'---1 24' 1 ' 16' CURB LINE CURB LINE VAR/£:S - WATE:R METE:R BOX WHERE" SHOWN ON PLANS (NOTE: NO METE:R BOXES IN SIDEWALK) AC PAVEMENT AND BASE" PER SDG-11 J SCHE"DULE "J" PRIVATE STREET 2.0% 8" PVC WTR r----lMODIFJE"D ROLLED CURB 8" PVC SWR SE"E" PLANS FOR STATION LOCATION 1' CALLE ANDAR STA 13+31.96 TO STA 17+04.10, STA 20+00.00 TO STA 21+71.99 NOT TO SCALE E I LWD SEWER EASE"ME"NT PE"R OOC. 2004-028.321 J REC. 04-05-04, OMWD WATER EASEMENT PER DOC. REC. 26' 28' JO' PUE 1' OR 3' 24' 28' 12 1 ' CURB LINE" CURB LINE" VARl£:S 2.0% . .... . 8" PVC WTR WATER METE:R BOX WHERE" SHOWN ON PLANS --._-+MODIFJED ROLLED CURB (NOTE": NO METER BOXES IN SIOEWAJ.K) AC PAVEMENT AND BASE PER SDG-11 J SCHEDULE" "J" 8" PVC SWR SE"E" PLANS FOR STATION LOCATION PR/VA TE smEET CALLE ANDAR STA 10+00.00 TO STA 13+31.96 NOT TO SCALE E I 2' LWD SEWER EASEME"NT PER DOC. 2004-028J21J RE"C. 04-05-04, OMWD WATER EASEMENT PE"R DOC REC 26',2B',JO' PUE" 1' OR 3' 24' -12' 12' 1,--CURB LINE" CURB LINE:~ VARIES 2.0% 2.0,i- WATER METE:R BOX WHE"RE" SHOWN ON PLANS (NOTE": NO METE"R BOXE"S IN SIDEWALK) AC PAVEMENT AND BASE PE"R SOG-1 1 J SCHEDULE "J,:,, ,. Jt 8" PVC SWR SE"E: PLANS FOR STATION LOCATION PR/VA TE smEET VIA RICO STA 10+00.00 TO STA 11+27.91 NOT TO SCALE: 1' RETAJNING WALL .___ 1' OR 3' VARIES WATE:R ME"TER BOX WHE"RE" SHOWN ON PLANS (NOTE": NO METE:R BOXE"S IN 5/0E"WALK) VARIES 0. 125' 0 ~ : .. • ... · ... . . . NOTES: 1. CONCRETE SHALL BE 560-C-3250 2. PROVIDE TRANVERSE JOINT PER RSO NO. G-9 d< G-10. 3' RIBBON GUTTER NOTTO SCALE 12· 24" 100-YR WSEL=276.4 ~ff-1'-11~1 4• ~ >---------'---r:J_7• ---/ I \ ' li--2 ___ ___cJ_6· __ ----II BOLTED GRATE PER SDRSD D-13 & D-15 18" RCP SD 8" ORIFICE 272.12 FL MODIFIED SIDEWALK UNDERDRAIN AND APRON SCALE: 1"-Io• 7 12: 1 MAX 6" CURB, SEE RSD G-27 FOR DETAILS 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" O.C. 5' PRIVATE STREET ACCESS RAMP NOT TO SCALE 6" CURB, SEE RSD G-27 FOR DETAILS 6" CURB, SEE RSD G-27 FOR DETAILS 24" SECT/ONA-A NOTTO SCALE 11 " 6" X 6" -10/10 WWF ~'--~-~---t-• 2· CONCRETE APRON DETAIL NOTTO SCALE MODIFIED 4" ROLLED CURB .(PRIVATE) DETENTION BASIN DETAIL NOTTO SCALE JENSEN CURB INLET TYPE D12436 \ 6" /BACK OF CURB l l cu 1?8 LINE , . I I --- 2' ->-/LIP OF --• -GUTTER 4" MODIFIED 5' 4' 5' 4" MODIFIED • • • ROLLED CURB TRANSmON 6 TYPE G TRANSITTON ROLLED CURB CURB d< GUTTER PLAN VIEW NOTTO SCALE JENSEN CURB INLET TYPE" 012436 TOP OF CURB FLOWLINE 4• J· 4• I 4" MODIFIED 5' 4' 5' 4" MODIFIED • . . ROLLED CURB TRANSmON 6 TYPE G TRANSITTON ROLLED CURB CURB &-GUTTER PROFILE NOTTO SCALE NOTTO SCALE 5' • 'I- 12: 1 MAX ~ t..l • C) ~ t..l • C) 12:1 MAX PEDESTRIAN RAMP NOT TO SCALE 8" FLG II PO GV Pvt' PIPE: Pvt' PIPE"-..__ 2· 80---1 FLG II PO TEE----. TRANSmON COUPLING E PVC PIP 2" MAR - TRANS!nON COUPLING EXIST. ACP-" 8" FLG II PO GV - E: \ l'\,/1 /I I/ \J I 1.\\ ii v ,/ ~ I/'\. .___6'-10'+6'-10' a-#JN- LOCATE TRANSITION COUPLINGS TO PROVIDE 2" BO ::XtST. ACP I ll IMUM 3' CLEARANCE FROM EXISTING AC PIPE JOINT, NOT FIELD MIN SEE STAN CON SHEET 7. THRUST BLOCK PER OLIYENHAIN DARO SPECIFlCATIONS AND DRAWINGS FOR THE STRUCTION OF WATER MAIN AND FACILITIES. CONNECTION DETAIL NOT TO SCALE HUNSAKER i & ASSOCIATES I , .. "·"'"''" ,., ... ~--"~ SAN DIECO. INC PLANNING 1011'Jl-lul!nlo!m!Street DATE INITIAL 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" O.C. 1--f-..,...__ 12" WIDE BORDER WITH 1/4" GROOVES APPROX. 3/4" 0.C. PRIVATE STREET ACCESS RAMP NOT TO SCALE ( G-27 FOR DETAILS ENGINEER Of WORK 4' ~ ~y~~,£ t/z/oy 6" CURB SEE RSD ~. 12:1 MAX 5' RA v.NDL.IAARTIN DATE R.C.E. NO. -48670 EXP. 6/30/0-4 &l ~ ~ "AS BUILT" 12" WIDE BORDER WITH 1/4" G t..l t..l GROOVES APPROX. 3/4" O.C. • • • C) C) 'I- DATE PEDESTRIAN RAMP RCE EXP. NOT TO SCALE REVIEWED BY: INSPECTOR DATE I S~ET I CITY OF CARLSBAD LEJ ENGINEERING DEPARTMENT 3 IMPROVEMENT AND UTILITY PLANS FOR: VILLAS DE LA COSTA APPROVED LLOYD HUBBStyJ-. .,,. ..&iii _.,. -~ . ?'/,-?"..,,._L CITY ENGINEER U/CE O ,P n ;ii' EVD 1 ,, / <( 1 /05 DATE DWN BY: ~IA PROJECT NO. DRAWING NO. DAH INITIAL DATE INITIAL CHKD BY: I I CT02-29 415-4 ENGINEERING San Diego. Ca 92121 REVISION DESCRIPTION RVWD BY: :Jl/1! ENGINEER or WORI OTHER APPROVAL CITY APPROVAL SURVEYING PH(858)SS8·4SOO· FX(858)558-1-414 R,\02D6 \&Eng\!• c •avecents\02%io.03.dwg[ 207 4 JApr-05-2 8C 4,17,33 W.O. No. 2091-37 C w :e a c, ..... .s::-, w ... c.n I .s::a. i I -1----------- _______ :!___ ! --1-- ' i . ' -----L----- j'·······. .. r r~: --~---- 1/4= .38' · .... ~ , I::_ CENTERLINE DATA --------0 BEARING/OF! TA RADIUS lf:NGTH qfMARKS ~~---+-----+---.-.c,.--cccc--t---------1 I N 22"34'00" W 127.06' 2 95"40'25" 44.00' 73.47' ----+-----t------+-------j 3 N 61'45'35" E: 15.82' CURB DATA □ BEARING/DELTA RADIUS LENGTH ,qEMAqKS I 82'00'57" 20.00' 28.63' 6" TYPE G C&G 2 N 22"34'00" W 5.00' TRANSITION 3 N 22"34'00" W 86.22' MOD ROLLE:D CURB• ---+------------· . 4 95"40'25" 30.00' 50.09' MOD ROLLED CURB• 5 N 61"45'35" E: 15.33' MOD ROLLE:D CURB• 6 N 61"45'35" E: 15.19' MOO ROLLE:D CURB• / N 61'45'35" E: 1.12' TRANSITION 8 3'50'04" 58.00' 3.88' TRANSITION 9 · 88"03'30" 2.00' 3.07' 6" TYPE G C&G 10 N 22"27'51" W 18.03' 6" TYPE G C&G 11 45'41'23" 78.00' 62.20' 6" TYPE: G C&G 12 N 18"05'46" E: 18.36' 6" TYPE: G C&G 1.5 81"25'49" 2.00' 2.84' 6" TYPE G C&G -----+----~i---~--t--------1 14 4"56'21" 58.00' 5.00' TRANSTITION 15 35'49'42" 58.00' 36.27' MOD ROLLE:D CURB• 16 N 22"34'00" W 77.85' MOD ROLLE:D CURB• 1 / N 22'34'00" W 5.00' TRANSITION 18 96"03'35" 20.00' 33.53' 6" TYPE: G C&G •MOOIFIED ROUEO CURB PE:R DETAIL ON SHEET 3 WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 1 N 22'34'00" W 126.69' 8" PVC CL 150 2 N 58'19'00" W 25.57' 8" PVC CL 150 3 N 84'15'35" E 28.02' 8" PVC CL 150 4 N 61'45'35" E: 15.61' 8" PVC CL 150 1--+-'-'-..c...=c=--=---'-----~__. SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS 1 N 22"34'00" W 138.65' 8" PVC 2 N 55'36'03" W 46.94' 8" PVC .5 N 61"45'35" E: 44.39' 8" Pvt:' • STORM DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS N 20"56'25" E 43.98' 18" RCP 1350-D 2 N 27°49'17" E: 15.11' 18"RCP 1650-D ---i . --I- . .. ,.,;cccccjc. -,_.-,-cct· ~.• • " . f j I ' -f I I I I J __ _ I I l I I ---r-, I -------------------t _ _+_ I i . 1 1 I TC = CL UNLESS OTHERWISE SHOWN ---------+--- -----+--- --------+-~·-··.;..'-+---,- ,,... ----- -~--~--<ti -,~_ 8 --: ~: - -·:: ::&=---I __ :-----;::: __ ,W,00' \It:'·• STA 10+70 00 ..... , I · ili:i I Of= 1'Ji-~;.;21, ! ~! .•... ·· ~ ~I . 1 ••·•·• .. r ; . : fJ .. ~-~"'ir ~::r -~~ 1;~ ~ .,1 • • J.!iO~ • ~ - L,2$0-1 i ·~~ ~~ ····~~ I 'd-=f-ric :. I '+~~ ~~~ i!iJ~ 8 :;j ••~··· ft .. --. -~ ·=-.. ~~1, : f NOTES: ' ' . ··.••.··~•J...2'75 ::,i:· :z .9 rp· EXt ,r 8 AC A AN EASEMENT FOR WA TE:R PURPOSES IN FAVOR OF OLIVEHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDEO ON -----,=-=== AS FILE NO. _______ OF OFFICIAL RECORDS B AN EASEMENT FOR SEWER PURPOSES IN FAVOR OF LEUCADIA WASTEWATER DISTRICT PER DOCUMENT RECORDED ON 04-05-04 AS FILE NO. 2004-028.J21J OF OFFICIAL RECORDS C AN EASEMENT FDR PUBLIC UTILITIES, FIRE: lANE: AND ACCESS IN FAVOR OF THE CITY OF CARLSBAD DEDICATED PER FINAL MAP LIMIT LINE: & PANEL MARKER PER CALTRANS STD. A24D & A24E: SEE TM NO 3036-1 LEVANTE STREET \ I \ 'd~ I 175+23.10 LE:VANTE: STRE:ET END SIOEWALK 10+ 19.87• 174+94.12 LE:VANTE: STREET WET TAP PER OMWO STD. SPEC TO E:XIST. 18" AC WATE:RUNE: (271.48 TP) WET TAP NO CLOSER THAN 6' TO EXISTING JOINTS. WET TAP SHALL INCLUDE 8" GV. COORDINATE: W/OMWD. INSTALL 2" BO ASSY CL INT 10+03.70- 174+89.35 LE:VA 10+04.32• 174+84.31 LE:VANTE: smrrr 50+00.00 (EXISTING) MH NO 10-1706 \ ' ""-\ I- \\ \' i \ \SAW C % N I \ \ ~-SUBOIVIS/ON BOUNDARY I •• )23* ! -----+----+---- - --(-- r .L I · .. j: ----·::··-.. I 1.·.·· -i:-:---····· t···.·.· ------- - -J_ - ------j-------r -- ' I ----------1--:_:[_!:!::! I \I,! ~ ------------:~i: _ _,_ __ ., --- --> --- -->-- -+--+--+--+-.. I . I -+ -t~t "/=£ ) y j --+--+----J 12+05, END TRANSITION BEGIN MOD ROLLE:D CURB 12+04.2 U7TER BE:GIN TRANSITION 11 +99.82 BC CB 0.98 TC 280.6 11+81, 12N12.63'frT 51+85.59 MH NO 10-1714 11+70.82 1 EA~22.5' BE:NO 1 EA~ 11.25' BENO (ANGLE=33' 45'00 ") 11+66.14= 20+18.11 SD JE:NSE:N CURB INLET TYPE D/243([72 W/6" & 12 E:XTENSION 20+00.00 so- 0+61.38 TYPE: A-4 CO FOR STORM DRAIN CONTINUATION SEE SHEET 12 20 . -_, --~--- - : :_ J:_ -------+ ---------1----~----- -·1 - ----j___ ' OVER ~M ORAIN 1 ··12 4···· .. •.•-2}2. -... -- 1 'F-+--+2~ --- .~J: H. ii ~ij I , rV1 0=3.sJ FPS 1 : ' ' , \ \ \ -: -~: ::--- . - -' -------!-----f ---------~----t ---r STOftM ---1---- -.. -. ·1· I _--_ ----.;_-----"-_ -- ( ( :t: it ~~ " . "'I . I . f . t------ i· - ' ' [ __ _ __.__r==~'B -,-- 1 27~ 27~ CUARA CE: ~27~ ---!--- oi ,.an =J.17: FPS · -l . I ·+· -i 1-: •------, PROFILE SCALES HOR Z. : 1 "=20' VER-. : 1 "=4' CROSS GUTTER DETAIL ENGINEER OF WORK -RA_£_&_.' .q.· .,.,~.J....,L ..... M-"-~-"RT~l:~'},.J:_==~-++ifa{1fr- R.C.E. NO. 48670 EXP. 8/30/04 "AS BUILT" 0 20 40 60 SCALE 1'= C'.01 RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE NOTE: CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION AND PROTECT ALL FACILITIES DURING CONSTRUCT/ON. RE:D CURB "NO PARK FIRE lANE" l----+--+-----------+--+----lr----t----11 SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~====--=======~============~~ IMPROVEMENT AND UTILITY PLANS FOR: VIA IRIS {PR/VA TE STREET) PRIVATE. STRE.E.T NCJTF.: ALL ~uRFACe. 11'/\PRJ:,JEN\E>I T~ (Ar f'AVl/11& CU"l!I Co!ITTEf \ 1 I !',ll)l!-c,<., S~U."T l.\C,~i,;,, c;1r,,iN;,e:) \Nl'\'\111\l T~I~ DE:>JE.LO!"M2'{T ,._~:1. \'Rl~i'l!I..'/ N<,A1t1,A11~£D. l"Rof'l,!;,et:> 51bRM DRAIN I!:> ?l'IIV-"'<CL,Y 1-N'-1,iT.-..1Ni;t>. 'i'OTA&I-E. Wl>.TE.R A..,ND "SE.Wi;.\< l '!> \?1 .. l'!>U C. • HUNSAKER & ASSOCIATES 1---t----+-------------t----i---r---,----i SAH DIECO, INC PLANNING 10179 Huemekens Street DATE INITIAL DATE INITIAL DATE INITIAL ENGINEERING Son Diego, C.. 92121 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SURVEYING PH(858)558-4500• IX(858)558-141<1 VILLAS DE LA COSTA APPROVED LLOYD HUBBS V'_ - DWN BY: --,,-rn-- CHKD BY: J\J.M RVWD BY: ~ PROJECT NO. CT02-29 'f/;, .,-,; 'f'. t./ 05 DATE DRAWING NO. 415-4 R:\0206 \e,.:::..-,g\Ir1prover1ents\0206io04.dwg[ 207 4]Apr-05 2004:17:JS W.O. No. 2091-37 C :E C) .l=ii, _., (J1 I .l=ii, 1 1 ------•---_, ---_____ .l --y j -__ ---. __ -__ --j-:-:-··- i - -1-----~---- I i - - CENTERLINE DATA I . I ' ·_:_ -~------ ---' ---t -'-.1 ..... . ----t-----' - µ,,s+BEARING,.._/=cD..-.EL0T=A--+ __ .R_AD_1_U_S_t-_LE..,N_G-..T..,H-___ R_E_MA_R_K~S----j N 61'45'J5" E 29.86' 2 26'19'J5" 200.00' 91.90' 3 N J5'26'00" E 74.85' 4 N J5'26'00" E 2J.J5' CURB DATA □ BEARING/DELTA !<AO/US l[NGTH REMARKS N 61'45'35" E JO.J4' MOD ROLLED CURB* 2 O'J6'58" 186.00' 2.00' MOD ROLLED CURB• 3 6'42'49" 186.00' 21.79' MOD ROLLED CURB* 4 N 35'26'00" E 98.20' MOD ROLLED CURB* 5 N 35'26'00" E 6.74' MOD ROLLED CURB* t--+----=-----+-----+-----+--6 N J5'26'00" E 46.06' MOD ROLLED CURB* 7 26'19'J5" 214.00' 98.J3' MOD ROLLED CURB• 8 N 61'45'J5" E 29.37' MOD ROLLED CURB* 9 1'32'25" 186.00' 5.00' TRANSITION 10 90"J7'22" 2.00' J.16' 6" CURB 11 N 31'01 '1-.:o•• -..W.:----+------+--1.-..7..-.9..-9.-c,-+-c6cc"c-Ccc-U.--c'Rc-.Bc---- --- - 12 14'40'14" 166.00' 42.50' 6" CURB 13 N 45'41'24" W 17.99' 6" CURB 14 90'37'22" 2.00' J.16' 6" CURB 15 1'32'25" ----+--,1-..86-...-..oo-...----5..-.oo=,c-+-cTRA=--Nsc-1-n-,o_N __ ___, 1---+---------+.M_o_o_1n_E_o iioiLED_c_u_RB -PER -oifTA1l.-o=N~s,-H.=Err--J BEARING/DELTA N 61"45'J5" E 2 26'19'35" 3 N 35'26'00" E 2 3 4 BEARING/DEL TA N 61'45'35" E N 48'35'48" E N J5'26'00" E N J5'26'00" E WATER DATA RADIUS LENGTH REMARKS J0.07' 8" PVC CL 150 194.00' 89.14' 8" PVC CL 150* 98.20' 8" PVC CL 150 -~- • USE 1 O' PIPE LENGTHS SEWER DATA RADIUS LENGTH REMARKS 53.JJ' 8" PVC 47.J1' +-8-.."_P_VC ____ _, 92.07' 8" PVC 29. 78' 8" PVC STORM DRAIN DATA. 0 BEARING/DELTA RADIUS LENGTH EMARKS I N 15'57'46" E 19.81' 18" RCP 1350-D 2 58'J9'49" 22.50' 23.04' 18" RCP 1350-D .5 N 42'42'0J" W 61.02' 18" RCP 1350-D ~~---j-----~---=-r---------1 4 N 31'12'2J" E Jl.82' 18" RCP 1350-D t--+----=-----+----------+---5 N 59'19'49" W 26.J4' 18" RCP 1350-D r--- ··.-.. ·.···.·.r f --f ·::·::.L ' ' .. ··.-l•.·.·.·· ... ··.1 ........ · ---~ --_::_ !--- ---.. -· - --- OF CfJRB -·--;-·-- op···OF ... IGH CUR !---=-~~r:-:~-'_--: - . ' i ' 1 I,·· L .. .!, .. :. 12+00 I ., s ci , 'N 'RUNE 20. 00 VC • ST~ t 2~45. 00' l 282.J9 GI ~: I ---;--- ~ -I -.:: --I 2 ---....:• 6 .... -··· Aill () --=~ ~ ~ i TC = CL UNLESS OTHERWISE SHOWN •----•----+-+--+---, ' . . . . 'st.s. t..r~ . PVI £1.,,, 287.99 • 5.62/ll ·S2- -' -- ___ ····j···-+--+--+--,--~j ··••· ~' o,a•~ • ···• --.. -------------------- I. . ___ _:[ __ _ -------l --j ---I ~ [ l t" I I ·1··•· 1 -·-------- -----,---.... -- --.. •.--eel. '=i.·'·--. '· :, ..... (. . . ' ---~----------- ' i I t----_ _)_ · .. ·.··j.··. -"------------. ------------ ------· 13+00 NOTE: MIN lff!C CL I --->---->-- ! ___ J.____ -----( ~-r - -+--+--+ I .. ' 14+00 OF CONTRACTOR TO VERIFY THE LOCA noN OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION AND PROTECT ALL FACILITIES DURING CONSTRUCTION. RED CURB "No PARK RRE LANE" ·1 .. ~ -•. '. ·~ . . •' .-• •Y • ~ fo;/ ,< ~i .. )1 P .. ! ·~····· ij /! . · .. ·,,,.· .. ··. /' f. ' ! i i: . i/ I j :.!;~ii./ / f / I f ' // ' ii ..... ..-.. +-.--&-t--c=>.-,M--~,--H-A-+--l'-1<\--18 gCI) ~~ 14+ [:i:j t.-:-1--H-<--J ,>-· ~--···_-, -'---t' r+--"-K r~--.! ; I VIA RICO SEE SHEET 11 VIA IRIS (PR1VATt)ll' 5 ~rn •. \:, ii PLANNING ENGINEERING SUR\ltVJNG I --r- ' - - - - - -' ----<--. · ·· r r ! -+----------------------------------------------- . - -:- 15+00 20 0 20 40 SCALE !'= 2J' ' I . j I I i -----+---_j_ ___ _ -----------~-:~ --- - - --1 ---- ' --------------!+---+--+ . --+ --__ , - 60 NOTE: i== ==r:=·-- ---+ ----. IN P ' i ' ' r I -----a---· r I l---1 F r••••F• -----IJ . ' ------ - -j ------------ .• ' .• -}.; .. ~-;~-.·. .. . --: -:; .':.·"'~ ·•.:;:.P : , • ::··!. .-.;. PHASE 2 IMPROVEMENTS PHASE 2 IMPROVEMENTS NOT TO BE CONSTRUCTED UNTIL AFTER TEMP FIRE STATION NOTES: SEMENT FOR WATFR PURPOSES IN FAVOR OF A AN EA OLIVEH RECOR 'AIN MUNICIPAL WATER DISTRICT PER DOCUMENT OED ON AS FIL£ NO. OF OFFICIAL RECORDS NO . 6 HAS BEEN RELOCATED. SEMENT FOR SEWER PURPOSES IN FAVOR OF LEUCADIA B AN EA WASTE' 04-05 RECOR WATER DISTRICT PER DOCUMENT RECORDED ON -04 AS FILE NO. 2004-0283213 OF OFFICIAL OS C AN EA ACCES PERR SEMENT FOR PUBLIC UTILITIES, FIRE LANE AND S IN FAVOR OF THE CITY OF CARLSBAD DEDICATED NAL MAP ENGINEER OF WORK RA~~/LL R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" RC[ EXP. REVIEWED BY: INSPECTOR I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: VllLAS DE LA COSTA APPROVED LLOYD HUBBS 4 V ' : __ ::]: ____ _ I t. __ :_:_·_:..:_ I I -_--,-- ! I i/flo'I DATE DAT[ DAT[ ' --------i m 3 HUNSAKER & ASSOCIATES J~ ='"'"~~~ ~ ... .;y'2.,, 'CITY ENGINEE~ RE liB9 Exe PZ31 t05-·---DATE -, ' SAN DIECO, INC 10119 Huennekens Street San O,,go, Ca 92121 PH(BS8)5584SOO · FX(858)SS& 1414 DATE INITIAL ENGINEER or WORI REVISION DESCRIPTION OWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CT 02-29 415-4 CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: .j7,,I... R,\0206 \&Eng\]MproveMents\C2J61o05.dwg[ 2074JApr-05-2004 I 7,35 W.O. No. 2091-.37 O'I 2. ..... w C :E G') .s:i. ...... (J1 I .s:i. I . I j +-----+---- _-. ---. : . --. ---+ - -----, I I I j-- : -1 ! ..•... ~---- ' ' ... ,F i __ --- --- - ---+-- -~+-- ' -----1--- ' i--- ----l -------+ -I -·1-c--t-r---.+---+-~-f!~tk-+-~ ,. ' l.!/4= 7. 1'2' ® ---,---' ------ ---------~: .f--29 ' -----~---- I t.:_ ' 28 I -------> __ j I ' -_-;----! -----. --·T:-- l l ·. ' t~~l(). _•·. I i +. j -i ,-~=-·:-:;:-- ! _, -t -: ) __ _ I l ----1------r ' -------~-+ •·· -------+· ---t------,- TC = CL UNLESS OTHERWISE SHOWN j ---. ---------------------;··- --r---- :_ ::_+:::: --...... ·. curm ,--t ! L :-_:t +-•·+:'--.~,-.-+ ----------------+-+--+---+-----------, ' i ------------rc:tccJ 85 +----t---------.... -- I I --+-- j ---- ---,: __ -------f--- I i j__ l--1-·--+-----+------.. -~ .. -----~--------- . ' ' ' ' - ---------------t--+---t ..•.. 29, ; --; 1-......a-v1 ' -------------_-:_:[_:_:_ __ 289. ~ , :s: r I j -+----t--t-- -i ... --:_'.J_:=--- 1 -_,_ -_, __ ---------1-- j:_ __ _ --j-- ' i +--+--+--+-~ !/,f. 7.85' · 5 i _____ _,_ ___________ r- --l _ _£_ _'. . _;_ ·- I L ·'----I f -:~i;45.---. . = ' -----i+ rs~d+ ~-· t l. . ~::t4:1· ... · .. ~ ....... •.. .. r1-_j_ r :a] . , ' - ---·---'-+-.--+--~ 1 w 1; .: ~ _ ~ r.r i. I i -T--f _--; I --1 I --l I --J __ ' ' - ------I ' ] .. ij i~7=~·=--tf-· ~=···=•···=__,fi-=-~~=-=-t~i~±~-+-tf-t~ttt---f2 ''---· tttt----t=t···=···=· f: z ... t1s•••ff-: .... t.=--==t· ··=·t-··=··t-··=· .. ·t-•··=·•t •.. z .•. ]2~· t;==t1~.=J~1 ~. Fr~~~7:?ld~y~~j!~~·t· :::r~-,, =r111J.2~~r1+: =·--=-=-t:, --=-=-t!=n J --------1-,_ ! ·········~i -~¥1... --• , , ·~=.:-:--l. R;o,J o 7J~ -~.. > t ! L I ! ~ --.----i---c; cc..::d ·-:• 1---~··· ---_:_:_::_J ---' i--r --:·1:::- - - I __ ' ·-I I I PROFILE SCALES 1 "=20' . ; .j. _c_l__L__L_±:::_L.:1_---:J----..~~L±.' '--"--L.L.....L....,h+--d-,___j__ _______ _i___L_l_L__L_l___j__~L__L_l_Lj__~~~Lcc__l_.._.._±...±....L..±_l_----'--_[__c___l=~~~==i=i.....±==~.J...__l__L_.Lc__±__L_~==.......L..c..L---1_L__L__._J_c___L.J.__--'-~~~--'-~--'-~-~-~~--------, t---'-~~~-.....__,1"4.':+"5'-'0.---~~~-~15+00 15+50 14+00 15+00 16+00 --<- 1 "=4' Q BEARING/DFl TA 1 N J5"26'oo• E 2 5.J"47'18. CENTERLINE DATA RADIUS LENGTH 2J.06' 45.00' 42.25' REMARKS __ 3 12·39'12• 45,00' 9.94' 1---4-+-~N-J~1~-o-o~·J~o~·-w---1-----+---7,_54•·--+------- CURB DATA □ B[ARING/D[LTA RADIUS IFNGTH REMARKS 1 N J5'26'oo· E 2J.06' MOD ROLLED CURB" 2 66'26'Jo• JI.GO' J5.95' MOD /?OLLED CURB" J N Jl"00'J0' W 26.64' MOD /?OLLED CURB" 4 N Jl"OO'Jo• W 5.00' TRANSITION 5 90•00 •o·~o~----+---..-20-..-_--..-GO-..-,,------+-------,J-1.-4--..-2-;-, -+-6,-;;,---:TYP=E=----=G.----..-C&G-.----..-- l---6-+--92-.-49~'~46~.~---+--20. GO' +--~J-2~-4-0-;-, -+-6~.-TYP-E-G-C&:~G~- 7 87"09'44• J0.00' 45.64' 6• TYPE G C&G B 54·22'01 • JO.GO' 28,47' MOD ROLLED CURB" 9 J0"48'01· 59.00' J1.72' MOD ROLLED CURB• 1 o N J5"26'oo· E 2J. 06' MOD ROLLED CURB• *MODIFIED ROLLED CURB PER DETAIL ON SHEET J WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 1 N J5"26'oo• E 72.82' 8" PVC CL 150 2 N 59·00•00• E 15.29' 8. PVC CL 150 SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS I N J5'26'oo· E 19.92' 8" PVC NOTE: THIS SERVICE 7V BE DISCONNECTED WHEN RECYCLED WATER IS AVAILABLE IN RANCHO SANTA FE ROAD. COOR DINA TE WfTH OLIVENHAIN MUNICIPAL WATER DISTRICT. SU8DMSION I BOUNDARY~ VIA IRIS (?RIVA-11:) f I I ~~ ~ ~ Iii ~ Iii ~ I ~ I SEE TM NO 3036-1 ~ ~ --., LEVANTE STREET NOTES: A AN EASEMENT FOR WATER PURPOSES IN FAVOR OF OLIVEHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED ON -----c=-== AS FILE NO. _______ OF OFFICIAL RECORDS 8 AN EASEMENT FOR SEWER PURPOSES IN FAVOR OF LEUCADIA WASTEWATER DISTRICT PER DOCUMENT RECORDED ON 04-05-04 AS FILE NO, 2004-0283213 OF OFFICIAL RECORDS C AN EASEMENT FOR PUBLIC UTILITIES, FIRE LANE AND ACCESS IN FAVOR OF THE CITY OF CARLSBAD DEDICATED PER FINAL MAP / / / / CROSS GUTTER DETAIL I I l_,,ISAW C I I I I CL //,ff ······15,t-86.89= 177 . 48 LEVANTE STT?EIT ' if1;--;-~1-:--t-~--LIMfT LINE dt PANEL MARKER : t f t PER CALTT?ANS =· A2,f.D &: A2,f.E 1 ~I ~i ~i !iii .., Iii a B 1;5I I I I I 20 0 20 40 60 SCALE l '= 20' NOT£: CONTRACTOR TO VERIFY THE LOCA noN OF ALL EXISTTNG FACILITIES PRIOR TO CONSTRUCT/ON AND PROTECT ALL FACILITIES DURING CONSTRUCTION. ENGINEER OF WORK ~.y~ <1fa/ov RAYNDLMARTIN DATE R.C.E. NO. 48670 EXP. 6/30/04 "AS BUILT" RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----t--+----------i--------t------,-------,-, I SH~ET I CITY OF CAR LS BAD ~ ENGINEERING DEPARTMENT ~ ~==--==================='...'.::=~ IMPROVEMENT AND UTILITY PLANS FOR: Tu HUNSAKER & ASSOCIATES SAN DIEGO,. INC PLANNING 1017'J Huemekens Street DATE INITIAL ENCINEERINC S." Diogo, C. 92121 ENGINEER OF WOR REVISION DESCRIPTION SUR\TIINC l'H(858)558-4500· FX(858)558•1"1" DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL VILLAS DE LA COSTA APPROVED LLOYD HUBBS t!f T &4 ~~~ ~ ~4>1/ CITY ENCINEERCE ~Ue:c2ZJl/O,~ DATE ' . OWN BY: ___ _ CHKD BY: ~ RVWD BY: _J/t PROJECT NO. CT02-29 DRAWING NO. 415-4 R:\0206 '\&Eng \IMprover1en ts \0206iu06,dw b-207 4 ]Apr -05-?004:1 7:36 W.0, No, 2091-Jl ----·-.. _, -•------<-- -_i:..: ___ _ _:_ __ __:_j_ __ f------- 1---i I - + --' --- -- ' l •------' . ! .. J ' -·· l~ .• • •. !~ -::-.-1::::a,' Ir-.: "'! '' , _ _, -----,---- :t: ------,------, ---·---r- ' " _-+----1- -..---------+ -1- -1-- :J ---' -1-----! I . ' ----:-:-:=-_:--__ T_:~- i , I TOP F LEFT C R --•-_-___ ; __ -- l --r _::_::_:::_-_ j ----I :i:-: -----------------_:_:_:t __ J: ___ _ 10 o!J:45' ' 0. J I _:L~: --=r=---,--------- ..... I ·· · ··· ····· ORA DINO PLAN ISSUES --- ------------! j t 11! ' [ I ; FT~r-,--.1-· +---· -·· 1 ' ' I---·-· ·-~f:f-·· I --I I [ 1 --l--1-. ---- NOTES: CENTERLINE DATA Q BCARING/DCLTA RADIUS L[NGTfl RCMARKS 7 N 84"18'19" W 250.00' CURB DATA ::::J BEARING/DELTA RADlUS LENGTH REMARKS 70-54'15" 20.00' 24.75' 6" TYPE G C,tG 2 N 84"18'19" W 5.00' TRANSITION 1---1----~~~--+-----C----+-.. -- 3 N 84"18'19" W 213.45' MOO ROUEO CURB' 4 N 84"18'19" W 67.41' MOO ROUEO CURB• 5 53"07'53" 2.00· 1.85' MOD ROUEO CURB• 6 N 42'33'53" E 4.00' MOO ROUEO CURB• 7 N 84'18'19" W 40.00' MOO ROUEO CURB• B N 31"10'31" W 4.00' MOO ROUEO CURB• A AN EASEMENT FOR WATER PURPOSES IN FAVOR OF OUVEHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED ON ----·--AS FILE NO, 8 C OF OFFICIAL RECORDS AN EASEMENT FOR SEWER PURPOSES IN FAVOR OF LEUCADIA WASTEWATER DISTRICT PER DOCUMENT RECORDED ON 04-05-04 AS FILE NO. 2004-0283273 OF OFFICIAL RECORDS AN EASEMENT FOR PUBLIC UTILITIES, FIRE LANE ANO ACCESS IN FAVOR OF THE CITY OF CARLSBAD DEDICATED PER FINAL MAP CL INT 10+00.00- 1+73.92 CEWT<LLA STREET --+-----+------------< 9 53"07'48" 2.00' 1.85' 1---1---------l-----C--- 70 N 84"18'19" W 79.07' 7 7 N 84"18'19" W 5.00' 72 103°55'32" 20.00' .J6.28' MOD ROUEO CURB* MOO ROUEO CURB' TRANSITION 6" TYPE G CJtG •MODIFIED ROLLED CURB PER OITAIL ON SHEIT 3 10+01.55= 1+79.16 CENTELLA STREET 60+00.00 MH NO 10-1701 NOTE: -------------8 TEE -. 2• 80 ASSY • (266.28 TP) 265--1 i-- ···.·•.• L __ 1 •• I .... I --------!--- --;::_ f L --f _j:.:.:.:..:..:.::__ ___ _:_:..:;:.__ -1--, WATER DATA BEARING/OELTA RADIUS LENGTH N 78"12'16" E 9.00' REMARKS 8" PVC CL 150 CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING LATERALS PRIOR TO CONSTRUCT/ON AND RELOCATE AS NECESSARY. 2 S 84"18'19" E 231.97' 8" PVC CL 150 -~----~----~-----~ SEWER DATA RADIUS LENGTH REMARKS 9.00' 8" PVC I N 84"18'19" W 2.J1.97' 8" PVC k)ol J I I I ' L. _ ___:_:_:_ __ s :se I I ' 1---, . ---r ------ I --- - I -- ==:::::==v-=·-., ........ L 7 " ::_4 ___ ::_·_:_ _ __ I : . . J . ·_···_·•. ; .• ---I---'-------i------• ,I·• ' l •i•• -+-+--+ ·•··•· 1 r · r •r1>1cc=c+==r·ccf, -..... +· .J . ' J •. . . ' ., . ... ., .. -K "' TC = CL + 0.04 UNLESS OTHERWISE SHOWN :r ::-- . 'VC!OS ' Pvt "El.= G • 3.70% i ' ' - J ____ _ ,--- 11+Jo. 14.4!; = 5.6:JJt I +--- - -_ ---_·:_+-__ : ___ :,1 _____ -t--t--t---t.-ct~· ---r · . ··~·· 4s45 , L ' I ' I ·+'····· ---- ---------- RED CURB "NO PARK ARE LANE" s CALLE ANDAR (SOUTH) (f'R1VA1E) f. HUNSAKER _j.. ---,_ -----~---- ill ~ + -- s ·-~-·+'-· L .~•.·• ' \ .. .. .. -------·t.o ~-+-- -: ..... ~-t--+-=--.-~-·--~"' --1 +•...,.. ~ ------------- -- --------------t-f--+-- ------Ti p, err: tu a ' ' --'--+----+ ' -t_ --; ! l I ---f ----+- -i -- ----f -__ , - ---• --------::·- ' ' . -'-~~-----. j --1 ·• __ ;.-. ___ : ·_ :_ -=·1-:-·-___ ----1 . ' ' ' ---: - 1 __ -_:.J:.:.:_-_:__ I \ \ '\ \ ' \\ -::·:L_ ------'-------~-- . ·-t· -= ·• l- / -+-- r 7 I j j_ I j -I 1 ~ --l ' I -t j l -_: I ' 1 I I I I { f j I i . r f I I ' -_, _____ _) __ _ T - t - -T i j I 1 - -t--~L i I ' "------, -I I · .. I -_-_ -I I ' ' --+- J---.+~ l PROFILE SCALES HCRIZ, VERT. 1 "=20' 1 "=4' s s CROSS GUTTER DETAIL 20 0 20 40 50 ---- SCALE 1 '= 20' NOTE: CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISnNG FACILITIES PRIOR TO CONSTRUCnON AND PROTECT ALL FACILITIES DURING CONSTRUCT/ON. ENGINEER Of' WORK RAY~R;:'~ DATE R.C.E. NO. 48670 EXP. 9/30/04 "AS BUILT" RCE ____ EX~. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----+--+------------+---+---t---+---t I SH;ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT L2J ~==:'....'.:::::::=================~=== IMPROVEMENT AND UTILITY PLANS FOR: VILLAS DE LA COSTA APPROVED LLOYD HUBBS , )"" & ASSOCIATES 1-----4--1-----------t----t---+---t---i /4 de "tf ~ V-=-~--~ CITY ENGINEER cf~ ~1?/J1/n.5oATE SAN DIEGO. INC PLANNING 10179 Huemekem Street DATE INITIAL ENCINEERING San tJieRo, Ca 92121 ENGINEER or WOR REVISION DESCRIPTION SURVEYING PH(858)551-"500· FX(8.'J8)551•1'1'14 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY, Mr CHKD BY:__,,~-,.-- RVWD BY:_ R: \0206 \&Eng \lf'lprov e '""E'<1ts\0206io.O 7 .ciwg[ 207 4 ]Ac"" -JS-2004:17 39 PROJECT NO. CT02-29 DRAWING NO. 415-4 W.O. No. 2091-37 ' I .t·. ·j I ' ---::: _:: --. ----i --. -----_ --. ·. ··.······-:-:'.· -- -------- j'···· ... t.··. -------- .. , ______ ;_ --r -- ' --r I --------l ' ---,--t--~-t . -j' I t j ' ' I r ~ 1282~ v21=6.66' . !©1 i ------_:J ~· t - -1 -- 14 CENTERLINE DATA i,.,...,-B-EA_R_/N_G_/-CD_E_L_TA-~--.Rc-.A--=o,us -L-EN_G_T_H_,-__ R_E_M_A-RK-S---, N 84"18'19" W 65.J2' -----j 2 56"50'21" 42.00' 41.67' ~---+------+----=+----------j 3 NJ8"51'20"E 1:J.J.01' □ BEARING/DELTA N 84"18'19" W 2 N 84"78'79" W 3 118'25'10" 4 N 22"4:J'J0" W !J N 6T16'.J0" E 6 N 22"4:J'J0" W 7 118'25'10" 8 N J8'51'20" E: Y N J8'51'20" E 10 N JB'51'20" E 11 21"56'46" 12: 100'43'52" 13 21"56'46" 14 N 84'18'19" W BEARING/DELTA 1 N 84'18'79" W 2 N 81'29'06" E: • N 5J"OJ'55" E " 4 N J8'51 '20" E BEARING/DELTA 1 N 84'18'19" W 2 N J8'57 '20• E: CURR RAO/US J.00' J.00' :JS.00' 34.00' JS.GO' DATA LENGTH REMARKS 57.02' MOD ROLLED CURB• 5.00' TRANSITION 6.20' 6" CURB 15.79' 6" CURB 25.50' 6" CURB 15.79' 6" CURB .. 8.20' 6" CURB 5.00' TRANSITION 124.72' MOD ROLLED CURB• 120.75' MOD ROLLE:D CURB* 1J,41' MOD ROLLE:D CURB* 59.78' MOO ROLLE:D CURB• 1:J.41' MOD ROLLED CURB• 5:J,06' MOD ROLLEO CURB• •MODIFIUJ ROLLED CURB PER DETAIL ON SHE:ET J WATER DATA RADIUS LENGTH REMARKS 65.J2' 8" PVC CL 150 17.67' 8" PVC CL 150 17.67' 8" PVC CL 150 1:JJ.01' 8" PVC CL 150 SEWER DATA RADIUS LENGTH REMARKS 90.76' 8" PVC 158.45' 8" PVC STORM DRAIN DATA C) BEARING/DELTA RADIUS LENGTH REMARKS I N J5"25'12" W 42.50' 18" RCP 1350-D• 2 14"22'44" 90.00' 22.59' 18" RCP 1350-D• .. l N 49"47'56" W 45. ,o· 18" RCP 1350-D 4 N 49"J9'57" W 20.01' 18" RCP 1650-D .. ·- • IND/CA TES WA rm nGHT JOINTS ff -1--_, ~ II ~ 1&:l "' •-"' -1---,--------- -------,-----' - ---~---+---- -.l ' j -I I ----,------,-,- --~----+------ i I I I . I I 71P OF I . . - - - - l.EFP CUR ' I 4i . -•l· , ·::··- . -------- I ! --=---t---- '8()- J1J- I --+- I ' 1-, ! r 0 .·.~ 1· ·1 l!'i l5 '. . ti+ . !'i] er s2-1 tlll! r·· ··· ~ . ·--.• __ ·. . .. •.·.·.·· ' . •---- ___ ---. . - ·-17) ,-::--.. ' -~~= •..•• '. ,-.. ' .. -· : !: ... J::: _:!_ +--- I ' I -1 ' . . -. . - - ' ----------- ---+-----+- ' • ,2~ 1,IIN -----!;...i-- 1' + ' 78-.5 _1,',r . . ~-~ i _J ____ _ l.f. -ll5 ' "' .. .... ~l,i i,:-,-i .c;l :?Ill~ ------- ' ' , __ _ ' --- -~---- . ·• · PdtmoN bF Jo. ' ·····-·' . ' e.- I ' ' ___ J __ _ i ' 1 G1= 55 ~ • L _J___ •·•L,• i - -----1------- - --f---___ ----' --------- I --_--_ -_-_ 1: - ------ . -· ---_:__c_w----'-t --·t··- ' .. i I -+-f-- 2 . ' I , I ::!: " • •·I· ----f--- ---·--------- - -____ j __ _ -.:,r----, -+-:a, ., .,.gt::;; --l--- =-=ct -----------t--t--f-.. ----'-------------- --±------- ----~----~----'---l----+----1-----+ I ----·f.:: - l--- 1 --J: r .. + ------______ t_ ___ J_ ' I I ! -- . I i , __ _(:_ :-:)::: -- RAIN -----. ·1····· 1 1· -·!:::-- - - I - 4 L _- ' . -. I . I + -2 6 -2'78 , .:. : , ___ :__:·1 I LF ~ 1s· RCP'd o:• t =1.2a CFS, V100l=J.09 rPSi CD. -1 ---------- ' I ==~~ 1~--F . ..= ... =r-=_·· _.._· _ _j_· ··.__._···•-"·· ...... ····=--'_..-'--,-.c_:_.._.-"'r,i• ..... ····t· =_j_ _ _j_ ___ L-_-L_L_l..._·_1._···_"_·· _j__j_·_j_--_.····-··-'_· ....J:_f....Jt-_•··•·....Jl_~....J:_·~--''-E,--'•: -~--'··•_i....J",_ • ....J·_REFFI_--_--_-"NC_r:_ORA __ ··~~~;_;_;_;_IL_E_S_C_; ~-: ~_;_:---,, -~~~~,""3c--'+~o~o~==...__,__--'--"~-==~_L__---"---'---'--l-..L-,,_4_L+~o-'-.-o~.L..CCL-'..L............._====l-..L-1s+oo 20 NOTES: A AN EASEME:NT FOR WATER PURPOSES IN FAVOR OF OUVEHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED ON ---=-=-==,,-AS FILE NO. OF OFFIC~L RECORDS B AN EASEMENT FOR SEWER PURPOSES IN FAVOR OF LEUCADIA WASTEWATER DISffi/CT PER DOCUMENT RECORDED ON 04-05-04 AS FILE NO. 2004-0283213 OF OFFICIAL RECORDS C AN EASE:MENT FOR PUBLIC UTILITIES, FIRE LANE AND ACCESS IN FAVOR OF THE CITY OF CARLSBAD DEDICATED PER FINAL MAP 11,:l 0 20 40 60 NOTE: CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION AND PROTECT ALL FACILITIES DURING CONSTRUCTION. :;, lg ~ ... "' !tj ,._ i-~ CALLE ANDAR .... \ :\.. .. _ ( ,/ ~ ~ &l ~ (SOUTH) ~ ~ l:l ..; ~ ; ., -+--+--+-... ... ... --- ~ ..; "' -+-... - ~ ~ (() ~ er:, " i i -- \ tA '° -0 -.-0 HUNSAKER & ASSOCIATES SAN DIECO, INC PI.ANl'IINC 10179 Huennekn StrNt ENQNEERINC San Doao, Ca 92121 SURVEYING PH(asB)S,._.500, FX{BSB)SSB-1414 . .. -_.,,, DATE INITIAL ENGINEER OF WOR ~--;~2+08.07 RSF ROAD INSTALL 2 RECYCLED WATER SE:RV/CE ASSY (IRR.) -TRE:NCH RE:SURFACING PER SDRSO G-24 RANCHO SANTA FE ROAD 162+08.07 RSF ROAD _ 2" IRRIGATION SERVICE ________ _ ----""' 12" PVC WATERLINE E:XIST. 12" PVC C900 RE:CYCLUJ WATER:_;;r {287.25 TP) PER OWG NO. J9J-J ~ 40 0 40 80 120 SCALE 1'=40' IRRIGATION SERVICE DETAIL I SH~ET I ENGINEER OF' WORK ~~d~ RAYMdND L MARTIN R.C.E. NO. -48670 EXP. 5/30/0-4 "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT AND UTILITY PLANS FOR: VILLAS DE LA COSTA ,._PPROVED LLOYD HU88S.(51Y t/ifeY DATE DATE DATE ~ 3 14 _/ ·/7, -. CITY ENGINEER """RCE 7 ,R ,.,,. ~~-:2 'Y EX0 J?,.JJ/05--~ATE DWN SY: PROJECT NO. DRAWING NO. DATE INITl,._L DATE INITIAL CHKD BY: F CT02-29 415-4 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: R,\0206 \~Eng\1Mprove,ents\0206io08.D'w'G[ 207 4JApr ·· 05 2004,17,37 W.O. No. 2091-37 0, g, ...... w C == C) .a:. ...I, C1I I .a:. 1--= .. -,J • -~~l- -a ----l-j I LEFT CURB TC = CL + 0.16' UNLESS OTHERWISE SHOWN RIGHT CURB TC= CL + 0.16' RIGHT CURB TC = CL + 0.08' FROM STA 14+96.77 TO 15+36.77 UNLESS OTHERWISE SHOWN i I ----+---- ] L i l i ---, f t:.:··-___ j-_-_::_ - I !:. ' - - -f I FROM STA 14+90.00 TO 14+92.77 FROM STA 15+40.77 TO 16+47.84 UNLESS OTHERWISE SHOWN -· ---,---~,=-'-4-,.-f-'===~c"-'-'f-'-'-f""'"""T-r--t-=~---,--,-,,-...,-,-,..,-,--c,-~-.,-,,,-=--------l---------t J------- I -------f--: -f---.. 1 I ----l--------r - -----~- ' --_---_---j_:_:_-_j ::·1 _:··1-- ---r - ' ----!-•------+-- i ---_-_::_ - . I ------. ------------+ ---------, ___ _ __ ; ' I --__ j__ _______ -- I r j l j . :-- - ---1·--------~-- l I ·: .. -_ -_J :j i -~----· ! ' -t-ccb~·90-·· -'-'-'+-'-I . -----------+------------ 1: I I -. --_-_::_·..:j: __ -- ' --t.. - ' r ' "+'""'·-' . i I _)_ --,_ __ ' 1--- --------~-- . ' --r _.:L -f-- _·. F . ·!· ' ' ;------ ·r 1 -t i. I I ~-.=_--, ro .-J ' .. f ~IG ¢u B 1----1-_J___l___j__J=~=----L__j__J__J___L__J___L_Jc~L_j__j__....±...cc._=l__]__j___j___-·1'----'---__[_, _[_J__c__L_±=J. I J 15+00 CENTERLINE DATA Q BEARING/DELTA RADIUS LENGTl1 REMARKS I N 38'51 '20" E 157.72' --+----~+----~+---------, 2 75•54•50• 42.00' 56.38' CURB DATA lJ 8EAR/Nr;/DF I TA RADIUS LcNGTH N 38'51'20" E 11.69' 2 N 38'51 '20" E 5.00' 3 90•00·00· 4.00' 6.28' t---+----~~---t--- 4 N 51 '08'40" W 22.00' 5 N 38'51 '20" E 20.00' 6 N 51'08'40" W 22.00' 7 90'00'00" 4.00' 6.28' 8 N 38'51 '20" E 5.00' 9 N 38'51 '20" E 108.03' 10 76'54'50" 30.00' 40.27' REMARKS MOD ROLLED CURB• TRANSITION 6" CURB -----, 6" CURB 6" CURB 6" CURB 6" CURB TRANSITION MOD ROLLED CURB• MOD ROLLED CURB• ---- 11 14'42'51" 35.00' 8.99' MOD ROLLED CURB• 12 106'20'32" 34.00' 63.10' MOD ROLLED CURB• 13 14'42'51" 35.00' 8.99' MOD ROLLED CURB• ~---t-------j----~-j---------, 14 N 38'51 '20" E 107. 11' MOD ROLLED CURB• t---+---~~----t---~--+----~-+- /5 53'07'48" 2.00' 1.85' MOD ROLLED CURB• 16 N 14'16'28" W 4.00' MOD ROLLED CURB• I 7 N 38'51 '20" E 40.00' MOD ROLLED CURB• IR N 88'00'52" W 4.00' MOD ROLLED CURB• -~-+--- / 9 53°07'48" 2.00' 1.85' MOD ROLLED CURB• 20 N 38'51 '20" E 2. 77' MOD ROLLW CURB• BEARING/DcLTA N 38'51'20" E 2 N 3'44 '23• W 3 N 38'03'30" W BEARING/DELTA N 38'51'20" E 2 N 4'09'17" W 3 N 38'03'30" W •MOD/AW ROUW CURB PER DETAIL ON SHEET 3 WATER DATA RADIUS LENGTH REMARKS 170.28' 8" Pvt: CL 150 27.70' 8" Pvt: CL 150 9.34' 8" Pvt: CL 150 SEWER DATA RADIUS LENGTH REMARKS 174.61' 8" Pvt: 35.69' 8" Pvt: 12.22· 8" Pvt: NOTE: CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCT/ON AND PROTECT ALL FACILITIES DURING CONSTRUCTION. , __ _ i ' I . i L ..... _-:::::·r-: _·::·_·j:~ -==r- • I I ! I . -i -:·: :·_::·:t: . -----1 2l55t Lr O j,J z.61 , I ··•.•.·•.· .. ··l··.···.· •. -------- - ------ 9 16+00 14 ...._::,,,._ R£D CURB I i I - - - -------j-- ---. ·-'-. ·--_j_ ----__ ,_ ------,--+--------,------------- ---,---------:···-··.:..;..:.:.----. ----•-:·: )::: h ----• --------'-----+-6~ ..... ·.·· . -~ .. -. . . ---------. · ~iR ~··· .... -·.-... : ~ :i:tli ~ . ccccccc·ccc. _ -'le"i °' ... ---- ~~-"' . ~ odt . .__.¥ ....... -r ... :-:-..... -• i l i !!a iUl "'f=-,'----'!,1:±-:.---=--;----Hit---'-F''F::. Ji t=-' ·--·---•· ~ Ul - -...!- t: ,_-:'.J:=:_ -~ ' t i i -! -- i --j - -~---· --j-- ' - ---------r--_J--.. --···:1=··-·:·! / · +-1 --+--r 9 ye 22 -,----f-----1 ~------__ ---- t :: I . ! -1-------- 12 i --=-t.: ----r ' -<------i i I I I --=L~-• 1 ! i ---~-f ! I ----------+-= ' 1-,------ ' I. ) . I i --j- - -----~~~~---=! ---<---< ---___ --_r --l---,--- - -------~-----------t---. ll I ·-. -----• I j ! --j-·- 1 _j J I ! -------- I : i I --+- --! I ' i I I I ! ··a.~::Jr ~J.! PROFILE SCALES . . . I +-+--+------------- -i--- t----t----+ ___ --___ j_ - ----:: :-:::[:_:_ 17+00 17+0,f., 10 E:C-20 0 20 40 -----%§t7J#Ji3Cf:0Cf:'h~fu'fr'cft~/f6f:'Jr 10 CSm 22.50' BEND 4r 11.25' SEND (ANGL£=34'19'07") 20+40.55 KNU ST LIGHT 6+61.82~3.87'LT SCALE 1'=20' NOTES: A AN EASEMENT FOR WAT£R PURPOS£S IN FAVOR OF OLIVEHAIN MUNICIPAL WATER DISTRICT PER DOCUM£NT RECORDED ON _______ AS FIL£ NO. HORIZ. : 1 "=20' VERT. : 1 "=4' 60 ENGINEER Of' WORK RAYt.ro L.MARTIN DATE R.C.E. NO. 48670 EXP. 8/30/04 "NO PARK ARE LANE" fl5 t5· BEND 'ANGLE: =42'35 '43") OF OFFICIAL RECORDS "AS BUILT" CALLE ANDAR (SOUTH) C l'RIVAT'f/ ... HUNSAKER & ASSOCIATES SAN DtECO. INC Pl.ANNING 1017'J Huomebn, S- ENGINEERING San Diego, Ca '12121 SURVEYING PH(858)558-ISOO· FX(B58)558-141< 8 C AN EASEMENT FDR SEWER PURPOSES IN FAVOR OF LEUCADIA WASTEWATER DISTRICT PER DOCUMENT RECORDED ON 04-05-04 AS FILE NO. 2004-0283213 OF OFFICIAL RECORDS AN EASEMENT FOR PUBLIC UTILITIES, FIR£ LANE AND ACCESS IN FAVOR OF THE CITY OF CARLSBAD DEDICATED PER FINAL MAP RCE ____ EXP. DATE REVIEWED BY: INSPECTOR DATE 1-----1--+----------t------t--t--t----tl SH~ET I CITY OF CARLSBAD ~ ::===::'_':===E::::N::::G:::::IN::::E:::ER::1::NG::::::::D::::E::PA::R::T:::::M:::EN::T===-_':LE_j==~ IMPROV[M[NT AND UTILITY PLANS FOR: DATE INITIAL ENGINEER O, WOR REVISION DESCRIPTION OATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL· VILLAS DE LA COSTA APPROVED LLOYD HUBBS !fr CITY ENGINEER OWN BY:_~=- CHKD BY: t I jp RVWO BY: .pyL. PROJECT NO. CT02-29 DRAWING NO. 415-4 Ri\0206 \ E. ~ng \IMproveMents\0206inDY.dwg[ 207 4 JApr-05-20QL:: 7:37 W.O. No. 2091-37 C :e C, .... ,1:1, w ..... CJ'I I ,1:1, i -+ -----------1 I --+ - I -j:· -I --+--+---+ I_ l ____ _ ➔ ----_;:__ - ' I -V, I -.. --·.••••-.• .. •i• .. ••• .. • -_ ----1-----~---------1 -------.. - --------- ' j ----------- ' ' _:+ ______ : ------------__ I ---------------1- -------f ! -----:::::-!::: -•±-• • I -+- I 1 i I - I --+-+--+------+ ----: ____ - I I I I CENTERLINE DATA B[AR/NG/D[LTA N 59"00'00" E 2 82"56'30" I--+---- 3 N 38'03'30" W ::J BEARING/DELTA N 59'00'oo• E 2 90·00·00· 3 N 3/"00'oo· W 4 N 59"00'00" E 5 N 31"00'00" W 6 N 59·00•00• E 7 N 31"00'00" W 8 6J"05'27" 9 65"47'57" 10 9·45•59• I I N 38"03'30" W I 2 N 38"03'3D" W 73 N 38"03'30" W 14 N 38"03'30" W 75 90·00'00· 16 N 51"56"30" E I 7 N 38"03'30" W 18 N 51"56'30" £ RADIUS LENGTH 57.78' 42.00' 60.80' ---------14:JA 1' CURB DATA RADIUS LENGTH 26.55' 2.00' 3.14' 18.29' 17.00' . -+------ 6.00' 10.00' 27.18' 2.00' 2.20' 34.00' 39.05' 35.00' 5.97' 5.00' 145.42' JB.85' 5.00' 2.00' 3.14' 18.00" 9.00' REMARKS REMARKS 6" TYPE G C.t:G 6" TYPE G C.t:G TYPE 8-1 CURB TYPE 8-1 CURB TYPE 8-1 CURB TYPE 8-1 CURB TYPE 8-1 CURB 6" TYPE G C.t:G 6" TYPE G C.t:G 6" TYPE G C.t:G TRANSmON MOD ROLLED CURB• MOD ROLLED CURB• TRANSmON TYPE B-1 CURB TYPE 8-1 CURB TYPE 8-1 CURB 18.00' TYPE 8-1 CURB ---------- - -19 go•oo'Do" 2.00' 3.14' TYPE 8-1 CURB 20 N 38"03'30" W 5.00' TRANSmON 21 N 38"03'30" W 81. 56' MOD ROLLED CURB• 22 82"56'30" 30.00' 43.43' MOD ROLLED CURB• 23 N 59·00'00• E 39. 36' MOD ROLLED CURB• •MODIFIED ROLLED CURB PER DETAIL ON SHEET 3 WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 1 N 59"00'00" E 48.82' 8" PVC CL 150 2 N 79"31 '45" W 27.26' 8" PVC CL 150 3 N 38"03'30" W 157.08' 8" PVC CL 150 SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS N 38"03'30" W 1----~--143.41' 8" PVC ---~---------~--------~---- ' ' ---•----- • Ft ~-----~-- I -----.- 1 ----L =·"· . -J I ------- -::c:::- ' --:-+ ---0----~- --1 20 l I ----L '. _ _j_ l ---~--- -----__ I __ ' ' --i - I I LEFT CURB TC= CL + 0.16' FROM STA 20+45.09 TO 20+72.32 UNLESS OTHERWISE SHOWN "' () . -~ t\l --... ..; '"";J "'~ ·"'"" : :·:··t ' . --I .. -----. -- •_· _: __ ---:.J---ci: - - : --; i. ---··--···1 ··--1·- :~~ :=_:_:::_:==t :: • 1:: : i,-,i--::::::-_::: ::: - •--l ~ ~;: ! --•------,-------:-:: t: -+--+--+-------, +---+---+--j ----- ------- LEFT CURB TC = CL + 0.04' FROM STA 21+27.14 TO 22+66.06 UNLESS OTHERWISE SHOWN ' -. ----.. ----· l -----+--------I ·_·· i••······ W7R (CL 1 150) -= :·_/:_\---:; -L-~ -•• -L •--L=~--~-·cc--= _j :: ·1 • 1./17,r --::_ ----------- ----- ' -+---;-- _, I l j " --+---+ I ' --1 ····-- - I +-- I 1-- ::.: ------> ---+ RIGHT CURB TC = CL + 0.04' UNLESS OTHERWISE SHOWN -j 25- -····-·2-.-3-"-·. -------. --------. - -~---- • ll38;~ _J___ --1 -+ L 5,b;J - L 4= .22 1 9 t-_ -------- -+ ' ' I +-t: ' j -----i I I - I -L I L I ! + I ' ' --+-- I l -I i t . -=---_--______ -i::--· - !-_--~::_ ----------+--'-'-+'~+----------t: ! --~-::::::: j: ---_, ' +-------------, .....•...... _' :± _ --~1----.. -,.....at:k'..w.., • _ _ L ! ~ t --'t:-" _ _ , -- --- i ----+ 1-1~~ ; i 1~-=._+== ;~ ~: --~r l _ -11-1 1 ,---' ----i. I -----j __ _ PROFILE SCALES -' +-- ---I-- 1 __ _,_ _____ ,_ --f- --·-----; ---I ( HORIZ. 1 "=20' ----L·-,.-f;-_..,.~---=J.__..._J_ _ __j___J.__L_Lc_L_L_c.==cc-..._-.._---..._-.... --11=_J_-='-~~="-'---.__L_..__Li__.L__.L_J__j__j__J____J-._· ·_J1_-··· .... !L: ··====__.L__.L_J__J__j_ _ _J__.__._~'c..-== __ .L__L__L____LCCCL2___.__.__,_cc__cc_j-=-'~-=-'-'--'----'-'--'-'---'-----'---~~~~{-· "--~~-1)/--~--~~~-.,.FROMR [·_c_7_c~~__;_--_cfj_''_~_N_¢s._· --1.L_v_E_RT_. ___ 1 _"=_4_'_ 20+00 21+00 22+00 23+00 NOTES: A AN EASEMENT FOR WA7FR PURPOSES IN FAVOR OF OL/VEHAIN MUNICIPAL WATER OISTRICT PER DOCUMENT RECORDED ON _______ AS FILE NO. OF OFFICIAL RECORDS 8 AN EASEMENT FOR SEWER PURPOSES IN FAVOR OF LEUCADIA WASTEWA7FR DISTRICT PER DOCUMENT RECORDED ON 04-05-04 AS FILE NO. 2004-0283213 OF OFFICIAL RECORDS C AN EASEMENT FOR PUBLIC UTILITIES, FIRE LANE AND ACCESS IN FAVOR OF THE CITY OF CARLSBAD DEDICATED PER FINAL MAP 293.75 22+00 i}-t---c-i--=-::.it-~ - (if ,'v;.....,.,;,.. [I! (3 ~~ !?> ~ ~I~~~ f:l Cb ~t) -ill 1'!l "' :::i ! ~ :! f to ... " "' -" " " ~ od d . I " .., "' "' ., -~~ ~ ~ -... ... + + + .... Qr5 + ~(5 ... -----~ ~i!J ~ ~i!J~ ~ " "' " "' "' CALLE ANDAR (NORTH) ( f'R!VA TE.) ll> HUNSAKER & ASSOCIATES SAN DHGO, INC PlANNING 10119 Huennekens Stteet ENGINEIJtlNG San Dier>, Ca 92121 SURVEYING PH(85B)55'1-4500· FX(BSB)SS8-1414 "' DATE INITIAL ENGINEER OF WOR 20 0 20 40 60 ~---- SCALE 1 '= 20' NOTE: CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION AND PROTECT ALL FACILITIES DURING CONSTRUCTION. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK RA~!T~ R.C.E. NO. -48670 EXP. 6/30/0-4 "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD rn 0 ENGINEERING DEPARTMENT 3 IMPROVEMENT AND UTILITY PLANS FOR: VILLAS DE LA COSTA APPROVED LLOYD HUBBS d r' 4 s1f r c:r:-L:7. ~ o •~ '?',/ey,ip.., CITY ENGINEER kcf EXP /37 /05 DATE OWN BY: ~ CHKD BY: ~ RVWD BY: ___&___ PROJECT NO. CT02-29 DRAWING NO. 415-4 R:\0206 \8.Er g \ I riprover1ents\0206io.1 O.dwyL 207 4 JApr-0'.5-2004:17:37 W.O. No. 2091-37 ..... 0 0 -..... ~ I --~---+ r -.1-.•. •: •. -.------ - :..:·7 -:1· : • i --_J-:: __ -~t.----+----- >-:·+ i ------------1 I r -_··:t -- + -¥ -----·--_ _:-~r_-- ' ' ----.. ' ; "f ·:_~~ -··-:-· J_ -- -.f •. •- 1 _·: ____ .. 1.·- ----- I t ' I -----:-t-.. - t t-: i _J .. -----------•··· --------- - - • -• -f-····--· -------------------- -···-.·•.i·i: I --+---·-·- I ·-· - ------------• I -------------_J_ ----------------------------. -----------·-< -I -------------' -------------- -------------' --.... -. . 1--:-- -+=• -·-·---_: --- ---i • --t---+ . ' ----1------•- -,--t t.. ,-""'""¥'% +-'--+''-'-+---------+"'-'F'+----'-------,-==+-~-~'lt-'=~ '-'-J ' CT) . ,--- • • -----' -+-----, . - --+------ • ---f -__ J "i i ~ - + ~ -CY ... oi . - ~. Ul~ : "' "' 29 :.:;;-~· :....._ 9 : --.-. _ iss L--' ---i--ak,L •--·-·· _ 1--Tl;____i ~;I--•.•---··----!t-----'· -. -~---'---'---+=i"--'+-,---f-+-4-c-4:-c--+--r-----'-··· ------'-----,-'--f-------,-------l,'Ja i i L• 18. /9•' I I I --+ I 4-4.55 Ill:: , -,, ____ _ -~ illj !~ :•f" "' I I,. - } ~ ~ ~ ~ ': i~ ::l -- ,j; ::l ~ "' "' -"' -l'f:<\i --- f ... -.. -------------------. ------:: .. ~=-. -·.--.---- ___ ---~---------------,---- i j I I 11 4 -• I ------T ,2 0 . ---•---r-. ·t :-- TC = CL + 0.04' UNLESS OTHERWISE SHOWN ___ I __ __ J __ :J= ___ ,_ - • ool --+-----t----------------- • -,-T -'/JRFACL GEN• 'RUNE , 0 • • ... -· N/1 RUNF 0 . -·-- (pi. ~5of _ .I'~ -=i---- i I - ------------------- ------------------------------ --------------- (·-- _! . " --,---- --l -'---+--+-- - -a. ------ ----L ..... ~--+ ~ "'. !- wif ti ~ ' ---,·-_ _____,_ _ _,___,__ -,t Sli ,.. ~ ' , ----•·-I 1-~--'--------+-~~~~~-_ J i I •-•• TOP OF ' 1' ~ ..,.-••• -j__--_-._~L_-___L_---'----"_L_____j____L_cJ_ _ _L_-=cLc=-'------L: ___J__J_-._-_._..LJ,_---_-_--'------'------'-r----'---'-'I~, --"-------'---'L--'--_Li --_---L-____l__c_±_J. =-._______J_.___------'--_.__L-'j---'_ if•_. Lj _j_____l__c_LR__c1__cG_Ji_r-+:C· ~:1-,,113~--'_? __ ..L~_8_L•---_j_ _ __L__C--'-'-'----l •·-·'--"=-•· j_; _L_l 10+00 11+00 CF:NTERLINE DAT A Q BEARING/DCLTA RADIUS LENGTH REMARKS CURB DATA C 2 BEARING/DELI A 75•45•45• N 40'19'45" W RAO/US LENGTH REMARKS ~------+-10.oo~,-+--1"3"_2c--:2"•-+MO=D=-=RO=LL.-.E.=v:--:c-,-u=1?a=•:-------i --'-"~~----+--~~-+-- 108.73' : MOD ROLLED CU1?B• 3 N 49'40'15" E 24.00' , 4" TYPE 8-1 MOD CURB 4 N 40'19'45" W 97.56' MOD ROLLED CURB• - 5 104'14'15" 10.00' 18.19' MOD ROLLED CURB• 1---~------~--- BEARING/DELTA 7 N 54·34•00• W 2 N 32'04'00" W 3 N 40'19'45" W BEARING/DELTA N 40'19'45" W • MOD I Fl ED ROLLED CURB PER DETAIL ON SHEET 3 WATER DATA RADIUS LENGTH REMARKS 14.50' 8" PVC CL 150 9.41' 8" PVC CL 150 96.06' 8" PVC CL 150 SEWER DATA RADIUS LfNGTH REMARKS 112.48' 8" PVC 20 0 NOTES: A AN EASEMENT FOR WATER PURPOSES IN FAVOR OF OUVEHAIN MUNICIPAL WATER DISTRICT PER DOCUMENT RECORDED ON ---=-::-::=cc AS FILE NO. OF OFFICIAL RECORDS 8 AN EASEMENT FOR SEWER PURPOSES IN FAVOR OF LEUCADIA WASTEWA IFR DISTRICT PER DOCUMENT RECORDED ON 04-05-04 AS FILE NO. 2004-0283273 OF OFFICIAL RECORDS C AN EASEMENT FOR PUBLIC ununES, FIRE LANE AND ACCESS IN FAVOR OF THE CITY OF CARLSBAD DEDICATED PER FINAL MAP 60 SCALE 1•~ 20' 9+93.10- 14+23.33 1M IRIS CONST. 8 8 'X8 FLG Tff: 3i;)l~8." FLG X PO GV'S W/ 2 BO ASSY. CL INT 10+00.00- 14+21.05 VM IRIS 10+06.43- 14+ 10.22 1M IRIS ~ ~ ~i~ ~ ~"~ " Qi c:, ., Qi•'!J-"' (0 ~ ~Q;)-Lt'). ~ ~~ ~~:;; ~ ~i;; ~ SEE SHEET 5 ;I °'rj6 --NJ\-.ct VIA IRIS -~- \ I VIA ffilS SEE SHEET 5 RED CURB ~ ~ "NO PARK ARE LANE" ~ -"' ii; - ',/ ~ -~ ~ "' :;! .,; "i l'i " "' Ci ii; ii; 6 ;. ----- " ~ ~~I -. + "'"' :: ~'d ~ i ~ ;;; ~ (0 ~ ~ ---+ + + -----" ;;; i " ~i J VIA RICO (f'f?1VATI:) t HUNSAKER & ASSOCIATES SAN DIEGO. INC. PIANNING 10179 Huennekens S- ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)55M500· FX(858)558-1414 DATE INITIAL ENGINEER or WORI --L- • -1 (: f t i f -----1---L ' -t r---~1 ' - -. -----"--~-+--+- l-' --------,': -_..:.; ------- ,-t--!-:~ .. l.~d~ .. -~-t----t----v =-, -------_____ _.__ _, • -..• 1 I , j I ' . ' ' I L j__ - I ---··.t· r ---±--- f j -~ l i ! -l - --f/: l -:::: .. : :.::t: :_ -_--r-------+ i i:__·- -1--- -------- --::::_: :::::· : __ ·:J·- --·' ~~-' CROSS NOTE: \ \ GUTTER I j -I + I -1 ----+----------------- : \ DETAIL CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION AND PROTECT ALL FACILITIES DURING CONSTRUCTION. ----• :-1 I --------t - ! !. --- - I I DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ 1 -' i • , I I---_·j : -i-_- • i-·······•Ji, -=--t-:::-1 ~1--+ --t-- . • • j i i I f + I PROFILE SCALES HORIZ, : VERT. : ENGINEER or WORK '~/~ RAONDL. MARTIN t.;/z./,r R.C.E. NO. •8670 EXP. 6/30/0• "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE 1 "=20' 1 "=4' DATE CITY OF CARLSBAD ~ ENGINEERING DEPART~ENT 3 IMPROVEMENT AND UTILITY PLANS FOR: VILLAS DE LA COSTA APPROVED LLOYD HUBBS ~y . . ·, #? 3/~ If ~ / -d CITY ENGINEER =E C EX0 1 "".I "-Z:1 /05 DATE OWN BY: PROJECT NO. DRAWING NO. CHKO BY: ISi~ CT02-29 415-4 RVWD BY: :M- R,\0206 \&Eng \IMprov e "e<ts\0206I011,ciwg[ 207 4 ]Apr-C5-2004,1 ?,36 W.O. No. 2091-Jl -i ..... ..... s. ..... w C =E G) .a::. ...... u, I .a::. l t:r:.·~. i i :::::c •--=----_ ---1 ·:.:::~:..::-_·+--+-+·· I-·:.::·-- !-_: ------- -- ----------------+-- -----I:-·- --+---+--+-+--·-r--- .... --__ : -' ---- : ... - .::.:·:+-·-+--+---+---1-------. ::: ::: -... - - - --->- ' _ _:,:__ "----r---+--+-.-.. -+-. ::.i: _:..: --f :·_:_:_.;:.:__ i-----:..:-. --1 _: t·- -i-:..:... : __ _ . . -+-----1-+ . ! . =J::'c·,•• :::j_::_ ----------~---:--:-7 ::-::-:-:-:-_: •:[ ___ .. ·_· -+--+---+-! _[ ... --. ' -1--- --I---. · I . . . ... i I t~-·-,----t-----J-· ' ' i • i -_---:--::;---+-+--+-·-1--------------+----+---.-.-.-+. ..-+ L . - ------'---+- ···. t.··.·· •. 1'. --·t··-t ---.. ------- -_:..:-~:.:..:.· -----1------ I. ---... ------------.. ' I ·: __ :_-; ..... -r~-------=--=---r::-_-t:--=-:-:-_-=-.--:-:~-:: ·- -------L- ! ' ' _,_ ------------- ------+-+--- ' -+---+--!--- I -------t-- .... .J ---:-_ --_j_ --- -----_j:: -....•. ·•Jc .. r•~L---.:..::~--~:_-:..:..: :: =-:_:· :·_:· ;;~-~F ------~:::..:..: _·_:..:_:__ ---1-'------- -,- ! !· ' ! :-_ ::::::::::::: :-- --------------+------- ----· - I_-: :e:.:::: ·--::: ::: : -----g__~;:..:~_: r _, ~·-c-c---~·---,--,--,, .. -7 .. -,--,--t---J--t---J--t-·-·+--+-+--+---+--··.+.··-·+,,-,--.,--.--+--,-t--+·-·-_:::-'-:-~-: ... I_:::_ +•·1-··-··--1---·+-'--'--··_·•_-c;•l_._.c._:__--'l.-=-+--+=+--+-·--_·_ •·•·4·~ ... ··c·-::·2.-v~c..•=:..i:~·_._.::_ -.. -L--c-'--"+--+h.--· --------·:::::_1::::-=: ... _: r:: __ '.. 1 -- - --__ -f-~ , •••..... · : .. •··· · . ..• j · -~ ~-2,2~ ! ---1--------1 ---------1------------- ' _[____ ------· I t--=-- -f:.: ------- ---------------··· -------t: •-----_: - . ---------- ···~ ..... ---:-: - ' . ! _, ------ ' ' I ;_ ---, ' ,___ --:_:: ··1 ---______ ; i ----------::: -- i STORM DRAIN DATA (pvr) 0 BEARING/DELTA RADIUS LENGTH REMARKS I N 27"12'49" E 7.87' 18" RCP 1350-D 2 54'52'47" 22.50' 21.55' 18" RCP 1350-D r---+----~~---+----+--..---.----ccc,-----,-----=-=---+~=-=-----, 3 N 82'05'36" £ 21.46' 18" RCP 1350-0 oc4.----t---:-N;--8-::2=·=05::-,;::J.-:.-6::-.--::£:-----t-----+---3-_5-o~·-+-'1_;8~._;RCc;cP 1350-D S N 85"59'57" W 50.66' 18" RCP 1350-D 6 37"22 •o:C3::-. • .-------i------:2:-::2--=.5:-::0-;-' -+--1.---4.---. 6,--,7~. -+----.18=· ----.,.-.-CP~1-35~0=-----'D'-------I 7 N 48"37'54" W 8.33' 18" RCP 1350-D t---8-+_4~5•_;0~7~•2_;0.---•~--+----=2=2::c.5::_:0:__'-+--'18.11' 18" RCP 1350-0 9 N•t4~7"£ Z8~6~,-+-,.---8~ • .---RC-P_1_;3-=-~=------'D'-------I 10 13°04'32" 90.00' 20.54-' 18" RCP 1350-D ----,---i-,.; 12· ,-0~·1-o~.-£--f----=c__:___--1----"=-=4"',o'-o=-,·-+---'1c::8=--.--=RC=P-'1=-35:::o=-----=o'-----1 t---1_2._, ._.N_6=--6=--'5:::9=--'-=-05=--"---=£---'-----+ _ _.71, .22' 48" RCP 1350-0• •USE WATER TIGHT JOINTS j t -····~···· ·· 2to -------- ' . ---[_: - l ' --+-------f----· j I ' I i --t -----_-------i:..: -------+------------------- 1----- •f· --------T . --~~--- 1 _::: _:1_-. -----... .. l .. : _:.:..:_ -::..::..:..:..:-_ ~ i-:..:~==- . -----1::: ___ --=-=f ----1-------·-------.... ·.r .. 1-- ---e---+ ---f------ NOTE: I -I----- SUBDIVISION- BOUNDARY _\ CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION AND PROTECT ALL FACILITIES DURING CONSTRUCTION. \ \ - - -_:t ----t - --------- -I------ ------------ --- ' r--_--·t-----t-c ' ----: : ..... -------------- ----- - ... ---1--- 1 i J 1 ' j ' I i ' ' I -------=-:.:_ _-----__ ---____ -___ -- ··· ... I ... ···r i ' ' ····1·········· L . _:_ - : :: CDc.VCf>c:..[.J ;.!.JC! D ---_ - . --i -~··+' -+--+---I-----' J ---1------1------1--_ 1-_-:--- 1 ---L--+-+--+--+--+-+--L HUNSAKER & ASSOCIATES SAN DIECO. INC !'!ANNING 10119 Huomelcens Street ENGINEERING San Dtego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 ' -::: __ . ---·--- -----,--' I -+--------t:-:: +:::: ::=-- --+ -___ :_ ______ -----r:---;--:-- : 1, _::__..::.~• • 1 t----- ' --r---=--r= --t ---r= ------_: :t:: ---------'. ' ----~_;_:_::::_ :.:__--~--------: ---- ··R···· ::a '?ii: ---------r --t----t : t -: ______ - . -----~--- -__ ::: :: ------:-L -------- ·'---t---+-' -j---t----/-= f- ! I ' -T I ;• i · , ------- ;;+ ----' --+-. ·-_.,.i ------I _, __ -0--- ._._1- 0 --,.·1 ~ ::: __ :.;.. i-- 1 ------------------- l ' ' -----+ I I ' l ... I ' I ' ------ i _--_:: -~::.:_-_:__ - -- -. __ ::_:::: -.2 78 ------_, ----· t -------;------[ --------- ' ------------- --__ --=-,-- !--I--+ - - - ---- ---c-t. . ____ J:: I L ' ~-i -1-- - ---= _= ::: : '• • L_J ----=-_:.:__:_--_:_ - - - ---------~ -----! l ----_____ ._c_ ___ !-I ------;_-=-=:r : -----t--------- ... ..... ....... r :::_ -:~: 1 ... ··.·· ---------------- -:-::-: -:-:-::-- .. . ... -----~ --+-+- ---t----------- ------------------------ ---------------1--- t----i-------t-··· . ---+.----+------j·· . L __ J ---------t---L:::-1 ----------- ' ' ---+------' •· I ' • f-. . ------· - ---1----- -------- ---- I ' 1 .... -=:::J::= f----,j·- ·= -_!_ -:. -~f ••.•• +--~ ---~--.. i ... ' . --, ---_,_ i-: I i --------- 1 -------------< ----->----+---1----=-=-=--=---=-=--r:-___ : ---- ---- ----,------------------- -------- :: - i i ' i . • ... I::::: ' --~-:~---- ... ~--:-~-~ I-___ __:_::: ---------.. +'~~~t -________ -+---+ :_:.:.::--__ :-PROFILE SCALES . . . HORIZ. : 1 "='.70' VERT. : 111 =4' ------ 20 0 20 40 60 SCALE l '= 20' ENGINEER or WORK R C>ND L. i..ARTIN DATE R.C.E. NO. '48670 EXP. 6/30/0-4 "AS BUILT" RCE ___ _ EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD LEj 1------+----------t-------t-----t-----i----------2 3 ~==::'._'===::E:::N:::G:::IN::E::ER:::l:::N::G=O::E:::P:::A:::RT:::M:::E:::N:::T==:::'...::::==~ DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: VILLAS DE LA COST A (Pf?1VATE ~70RM DR,A11'J) OWN BY: -~~r.-- CHKD BY: _,.,& .. 1,.iYL___ RVWD BY: :J#L. PROJECT NO, CT02-29 DRAWING NO. 415-4 f.::': \0206 \&.Eng\ Iriprov e-ents\020610.12,ciwg[ 207 4 Jr eb-27-2004:1 J::2 W.O No. 2091-37 C == C) .s:. ..... CJ'I ~ SEWER NOTES (LWD) 1. L WD APPROVAL DF THESE: PLANS DDrs NOT RE1.IE:VE: TH£ APPLICANT, PR/VA TE: E:NGIN£ER OR WORK, OR CONTRACTOR FROM RE:SPONSIBILITY FOR TH£ CORR£CTION OF £RRORS AND OMISSIONS DISCOVE:R£D DURING OR AFTE:R CONSTRUCT/ON. 2. ALL DESIGN MATE:RIALS, AND CONSTRUCTION WORK SHALL CONFORM TO TH£ L£UCADIA COUNTY WAST£ WAT£R DISTRICT LWD SEWER STANDARDS AND TO TH£ R£QUIR£MENTS OF TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT £DITIONS. IN THE EVEN OF CONFLICT THE LWD SEWER STANDARDS GOVERN. J. OSHA SAFFTY ORDERS AND OSHA CONFINED SPACE E:NTRY REQUIREMENTS SHALL BE FOLLOW£D AT ALL TIMES WITHOUT EXCEPTION. 4. TH£ CONTRACTOR SHALL HAVE A COPY OF THE SEWE:R NOTE:S 2. &: J. DOCUM£NTS ON TH£ JOBS/TE AT ALL TIMES. 5. TH£ CONTRACTOR SHALL GUARANTEE: ALL WORK FOR A PERIOD OF ON£ Yf:.IR AFT£R THE DA TE: OF FINAL ACCEPTANCE BY LWD AND SHALL R£PAIR OR REPLACE ANY WORK THAT MAY PROVE 0£FECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HERON AR£ FOR BOND £ST/MATE PURPOSES ONLY. NfJTH£R TH£ PRIVATE: ENGIN££R NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESE:NTING ALL MATERIALS AND SUPPLIE:S SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. ll PRIOR TO BEGINNING THE SEWER WORK THE LWD INSPECTOR SHALL BE FURNISH£D THR££ SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SP£C SURVEY R£QU/R£MENTS. 9. PRIOR TO BEGINNING SE:WE:R WORK, CONTRACTOR SHALL SECURE: A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCT/ON. 10. NO WORK SHALL BE: COMMrNC£D UNTIL ALL PE:RMITS HAVE: BEEN OBTAINED FROM THE JURISDICTIONAL CITY. COUNTY, AND/OR OTH£R APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A 0£TAJL PLAN TO TH£ DISTRICT £NG/N££R SHOWING TH£ DESIGN OF SHORING, BRACING, SLOPING, OR OTH£R PROVISIONS TO BE MADE FOR PROTE:CT/ON OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH £XCAVATION AND PIP£ INSTALLATION THEREIN. THIS PLAN MUST BE PREPAR£D FOR ALL TRENCHES FIVE F£ET OR MOR£ IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISH£D BY THE CONSTRUCTION SAF£TY ORDERS, TITLE 8, CALIFORNIA ADMINISTRA TIV£ CODE, TH£ PLAN SHALL BE PREPAR£D BY A R£G/STER£D ENGINEER. A COPY OF THE OSHA £XCAVATION P£RMIT MUST BE: SUBMITTE:D TO THE LWD INSP£CTOR PRIOR TO £XCAVATION. 12. ALL SE:WE:R FACILITIES SHALL BE: INSTALLED IN DRY E:XCAVATIONS AND TRENCH£S. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATE:RING CONTINUOUSLY UNTIL THE WORK IS COMPLET£D INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATE:RIALS IN A DRY STATE:. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECT£D TO BE WET IN THE FUTIJRE SHALL BE £NCASED IN GEOTEXT/LE MATERIAL. SUITABLE G[OTEXTILE MATERIAL SHALL BE SUBMITTE:D TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAJN DEWATE:RING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE: ALLOWED. 1 J. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIE:S SHOWN ON THESE PLANS WAS OBTAJNED BY AVAJLABLE RECORDS SEARCH BY THE PRIVATE: E:NGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWL£DGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. A TTE:NTION IS CALLED OT THE POSSIBLE EXISTE:NCE OF OTHER UTILITIES OR STRUCTIJRES 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 STRUCTIJRES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALE:RT (800) 422-4133, AS RE:QUIRED BY STATE: LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COi.iPL YING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TR£NCH SAFFTY AND CONF1NED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTE:D TO LCWD BY A QUALIF1£D SOILS £NG/NEER WHICH CERTIFIES THAT TR£NCH BACKFILL WAS COMPACTE:O AS DIRECTE:D BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE: EARTHWORK SPECIF/CATIONS AND THE LCWD STANDARD SPEC. 18. SEWE:R ELEVATIONS SHOWN ARE INV£RT El.EVATION (I.E.) INSIDE BOTTOM OF PIPE. 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 AVAJLABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJE:CT. 21. LE:NGTH OF OP£N TRENCH SHALL BE: LIMITE:D TO 350 FEET, INCLUDING COLLE:CTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILL£D OR PLATED AT THE: CONCLUSION OF EACH DAY OR WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUME:NTATION. IF ANY SURVEY MONUMENTS ARE DISTIJRBED 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 BETWITN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWE:R/WATE"R AND SEWE:R/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 Tl-!E DIRECT PRESENCE OF Tl-!E LWD INSPE:CTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER F1NAL 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 MAIN UNLESS 011-iERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATE:RAL LOCATION BY THE CONTRACTOR. 28. A ID GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. Tl-!E WIRE SHALL EXTEND UP TO 2• COPPER TAG TIE:D AND SOLDERED TO THE WIRE. 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 ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTE:R 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 BEDD£D TO PROVIDE CONTINUOUS BEARING AND PRE:VE:NT UNEVEN SETTLEME:NT. PIPE SHALL BE PROTE:CTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRE:SS. JO. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAT ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKF1LL SHALL BE PER THE LWD SEWE:R STANDARDS. WATER JETTING SHALL NOT BE ALLOW£D. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. JJ. JOB MIXING OF CONCRETE: IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE: TE:STING BY L WD WILL BE AT CONTRACTOR EXPENSE. Leucadia Wastewater District Summary Table for New Sewer Main Vii/as De La Costa Drawing Number 415-4 10-1712 TO 10-1713 6258940.58 10-1713 TO 10-1714 6258905.10 10-1714 TO 10-1716 6258818 88 10-1716 TO 10-1706 6258780.15 10-1711 TO 10-1709 6259066 63 10-1707 TO 10-1705 6259143.18 10-1705 TO 10-1704 6259239.19 10-1704 TO 10-1702 6259241.78 10-1702 TO 10-1701 6259032.83 1974783 54 1974743 05 1974668.15 1974636.86 7974590.50 1974617 02 1974657.30 1974857.14 1974734.51 1974698.92 1974439 55 8 PVC 4.24% 43 31 8 PVC 4-20% 13+18 8 91 72 8 PVC 4.16% 12+72.9 42 94 8 PVC 2.00% 11+81.1 134 65 8 PVC 2.23% 11+41.5 108.48 8 PVC 1.95% 11+18.9 153.63 8 PVC 1.87% 21+28.6 31.69 8 PVC 1_96% 16+93 3 329.06 8 PVC 3.37% 16+62.2 335.21 8 PVC 3.12% 13+36.2 Last downstream manhole4 coordinates are: ____ (10-1706) X=6258726 94, Y=1974745.05 Last downetream manhole4 coordinates are:----~ (10-1701) X=6258695.30 Y=1974473.21 !l.2ru.;_ 1. Please tie into LWD's current project coordination system: Datum: NAD83 Coordination System· State ~Ian& Zone 6 (FIPS 0406) Units Feet Via ir,s Via Iris Via Iris Via Iris Via Iris Via Iris Via Rico Calle Andar Calle Andar Calle Andar Calle Andar ... + .2 Via Iris 13+18.8 Via Iris 288.64 12+72.9 Via Iris 284.45 11+81 1 Via Iris 282 85 280.38 11+41.5 Via Iris 280.38 279.59 270.69 269 63 10+03.7 Via Iris 279. 59 276.37 269.63 266.63 14+10.2 Via Iris 289.79 284.45 282 97 276 81 16+93.3 Calle Andar 295. 73 295.20 288.67 285.47 16+62.2 Calle Andar 295.20 293.65 285.47 284.65 13+36 2 Calle Andar 293 65 281 03 284 65 273.37 10+00 Calle Andar 281 03 270 54 273 37 262.91 l.84 7.64 7.64 8.06 8.06 9.69 9 69 9 96 9.96 9.74 6 82 7.64 7.06 9.73 9.73 9.00 9.00 7.66 7.66 7.63 Abbreviations: ID -identification UPS -upstream OWN -downstream DIA -diameter IN -inches MH -manhole ANG ANG DE DE ANG ANG ANG 2 2 2 2 ANG 2 2 SMT 2 1 END OF LINE SMT 3 I_ATERAL ON VIA RICO ANG 1 2 START OF LINE ANG 2 2 ANG 2 2 SMT 2 1 END OF LINE 2. Plemse complete this table and include u part of the plans. If you h•ve questions or would like e blank electronic copy, please e-mail krahner@dudek.com. 3 Please list manholes in the summary tsble from upstream manhole to downstream manhole. EL -elevation ANG -angle STD-standard 4, Last downstream manhole shall be the point of connection to LWD's existing sewer sy5tem. CL (4) LENGTH OF LATERAL 1.0' MIN DROP TO MAIN (2) SEWER LATERAL PL TC (1) DEPTH BELOW PL 34. MANHOLE BASES SHALL BE: MONOLITHICALLY PLACED, FINISHED, AND COMPLETE:D 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 AFTE:R CONCRETE PLACEMENT. PRE:CAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL 35, JOINTS BETWEEN MH BASE, SHAmNG, CONE SECTIONS, AND RING SHALL HAVE: A 2" BY 2" BUTYi. 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 1) BEFORE BACKFILL, 2) AFTER BACKFILL. AND J) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAl-1lE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPL/CANT/CONTRACTORS EXPE:NSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITY LATERALS. JB. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWO INSPECTOR PRIOR TO PAVING. .J9. ALL MANHOLES WHERE ENTE:RING PIPE SLOPE IS 5Jt OR GREA T£R AND ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE PROVIDED WIT/-! INTEGRALLY LOCKING PVC OR POLYURETHANE: PROTECTIVE LINING PER SECTION 500-2 OF THE GREENBOOI<' AND LWD STANDARDS. DE -dead end DRP-drop SMT -summit LOT NO 1 2 3 4 5 6 t--------·· 7 8 9 10 11 12 13 14 15 i----------- 16 17 18 19 20 ·----· ---- 21 22 23 24 25 26 27 28 29 JO JI 32 33 34 35 36 37 38 39 HUNSAKER SEWER LATERAL TABLE SEWER STREET LATERAL DEPTH LENGTH DROP LAT. STATION INVERT STATION ELEV. BEWW OF TO SWPE OF OF AT PL LATERAL MAIN % LATERAL AT MAIN LATERAL PL PL TO IE AT MAIN IE AT PL IE (1) (4) (2) 50+76.54 266.29 10+80.86 272.52 5.86 10.00 6.03 2.00% 50+99.54 268.81 11+03.86 273.04 5.86 10.00 4.03 2.00% 51+20.42 269.27 11+24.74 273.46 5.86 10.00 3.99 2.00% ....... --· ... 51+46.02 269.94 11+49.31 273.84 5.86 10.55 3.10 2.00% ----------- 60+74.44 265.17 10+75.99 266.62 5.10 18.00 1.20 2.00% 61+05.30 266.13 11+06.85 267.74 5.86 18.00 1.25 2.00% ----------· ... . ----------··-···--·--t---- --· ... --------- 61+25.29 266.76 11+26.84 268.54 5.86 18.00 1.42 2.00% 61+92.99 268.87 11+94.55 272.00 5.86 18.00 2.54 3.29% 62+15.99 269.59 12+17.54 272.56 5.86 18.00 2.25 4.00% ·----~ 62+36.86 270.24 12+38.41 273.00 5.86 18.00 2.04 4.00% 62+67.01 271.18 12+68.57 273.68 5.86 18.00 1.10 4.43% ---· 64+10.52 275.87 14+02.87 279.76 5.86 18.00 3.17 4.00% 64+40.67 276.87 14+33.02 280.57 5.86 18.00 2.98 4.00% 64+61.53 277.56 14+53.88 281.10 5.86 18.00 2.82 4.00% 64+84.52 278.33 14+16.87 281.69 5.86 18.00 2.64 4.00% ------------------. ----·----·-.. 65+71.38 281.20 15+63.73 285.07 5.86 18.00 3.15 4.00% 66+01.53 282.20 15.93.88 285.84 5.86 18.00 2.92 4.00% 66+22.39 282.89 16+ 14.14 286.37 5.86 18.00 2.16 4.00% 66+45.38 283.66 16+37.73 287.00 5.86 18.00 2.62 4.00% 68+03.74 287.59 21+88.53 291.18 5.86 18.00 2.87 4.00% ··-·-. -----------··-------------- --· 68+34.59 288.16 21+57.69 290.56 5.86 18.00 1.68 4.00% 68+54.57 288.54 21+31.71 290.16 5.86 18.00 1.26 2.00% -- · 70+36.24 281.67 10+42.67 283.30 5.86 18.00 1.27 2.00% 10+67.09 282.27 10+73.51 283.77 5.80 18.00 1.20 2.00% 70+90.21 282.71 10+93.50 284.07 5.66 18.00 1.20 2.00% ··------···-· 71+06.88 283.05 11+ 16.62 284.42 5.86 8.66 1.20 2.00% 10+87.07 282.65 10+96.63 284.14 5.86 8.00 1.33 2.00% ---·---·--. ------------- 70+59.36 282.12 10+65.79 283.65 5.86 8.00 1.37 2.00% ENGINEER OF WORK 53+13.30 276.23 13+01.76 278.38 5.86 9.91 2.02 2.00% 52+89.82 275.23 12+19.89 277.21 5.86 9.32 I.BJ 2.00% 52+70.90 274.36 12+60.37 276.81 5.86 9.11 2.26 2.00% R~~{i~ ,.,,/4./4r DATE 52+40.74 273.10 12+30.98 276.01 5.86 10.00 2.11 2.00% R.C.E. NO. 48670 EXP. 6/30/04 53+93.55 279.64 13+81.08 281.91 5.86 20.00 1.87 2.00% 54+15.16 280.59 14+ 10.98 282.87 5.86 21.65 1.41 4.00% "AS BUILT" 54+44.53 281.86 14+32.07 283.40 5.80 20.00 1.20 2.00% ---·· 54+65.38 282.75 14+52.92 283.92 5.43 20.00 1.20 3.00% 51+15.98 269.17 11+20.JO 273.37 5.86 20.00 3.10 2.50% RCE ____ EXP. OJI.TE ·--.. --------... --_____ , ______ ,, 50+93.36 268.67 10+97.68 272.92 5.86 20.00 3.15 2.50% REVIEWED BY: 50+62.34 267.98 10+66.66 272.50 5.86 20.00 2.92 8.00% INSPECTOR DATE 1----+--+--------------t"------t---i--r-----i ~I ==3=1-=c=l=T=Y=EN==Go=IN:'.::'.fr==Rl==Nf=~=E==~==~==~=E~=T A==D==:'....:::I ==3~1 t----+---+-----------------.----r--,---,---, IMPROVEMENT AND UTILITY PLANS FOR: VILLAS DE LA COSTA APPROVED LLOYD HUBBS,d & ASSOCIATES l----+--t---------------t-----t-----1i-----i----i l"c~1TY~EN;G~1N::!"EE~fzl'.:~~~~~::.-"""·10=5--~D-AT~E SAN DIEGO. INC PLANNING 10179 Huemekens Stieet ENGINEERING San Dleto. Ca 92121 SURVEYING PH(858)558-4SOO· FX(B58)55B-1414 DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OWN BY=-~~- CHKD BY: iAlsPr RVWD BY: ~ DATE INITIAL DATE INITIAL OTHER APPROVAL CITY AP PROV AL R,\0206 \&Eng \IMproveMents\0206iol3,ciwg[ 204 ?]Mo O -24 · 2004,)'.,Q 7 PROJECT NO. CT 02-29 DRAWING NO. 415-4 W_I), No. 2091-37 ..... w a ..... w C :E C) .r;:i. ..... (J1 I .r;:i.