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HomeMy WebLinkAboutDWG 444-9; CUP 05-28; BRESSI RANCH LOT 14; 01-04GENEHAL NOTES I. THIS PLAN SIJPERSEliES All OTHER PLANS PREV/0/JSL Y APPROVE[) BY THE Cl TY OF CARLSBAD REGAR[)/NG IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN liOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MIJNICIPAL COliE, RESOLIJTION OF CON!i/TIONAL APPROVAL, CITY STANOAROS OR OTHER AOOI TIONAL DOCUMENTS LISTEO HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS OISCOVEREO. 3. CITY APPROVAL OF PLANS OOES NOT REL !EVE THE OEVELOPER OR ENGINEER- OF-WRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOVEREO 0/JRING CONSTRIJCTION. ALL PLAN REVISIONS SHALL BE PROMPnY SIJBMITTEO TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOI.IIREO FOR ANY WRK IN THE PIJBL IC RIGHT OF WAY. PRIOR TO PERM/ T ISSIJANCE, A CERTIFICATE OF INSIJRANCE MIJST BE FILEO NAMING THE CITY OF CARLSBAO AS AN AO!)/ TIONAL INSIJREO ON THE PERMITTEE' S POL ICY IN THE MINIM/JM AMOIJNT OF $1,000,000.00 FOR EACH OCCIJRRANCE OF LIABILITY. THE INSI.IRANCE COMPANY WRITING THE POLICY MIJST HAVE A RATING OF "A-" ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GI.I/DE. 5. NO WRK SHALL BE COM.IENCEO IJNTIL ALL PERMITS HAVE BEEN OBTAINEO FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REOI.IIRE!i IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRIJCTEO PRIOR TO THE OEAOL /NE liATE OF THE IMPROVEMENT AGREEMENT. l. NO REVISIONS WILL BE MAliE TO THESE PLANS WI THO/IT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTE[) WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AN[) TITLE SHEET. 8. ORIGINAL ORAWINIJS SHALL BECOME THE PROPERTY OF THE Cl TY IJPON BEINIJ SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORAWING SHALL BE REV/SEO TO REFLECT AS-81/ILT CON!i/TIONS BY THE ENGINEER-OF-WRK PRIOR TO FINAL ACCEPTANCE OF THE WRK BY THE CITY. 10. ACCESS FOR FIRE AN!i OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SI TE AT All TIMES !ii/RING CONSTR//CTION. II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.- IA/ S/.1/;NARY SHEET, (BJ LABORATORY MJRK SHEETS AN[) (CJ COMPACTION CURVES, SHALL BE SI/BM/ TTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NG 81/SINESS IN THE FIELO OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SI/BM/ TTEO TO THE Cl TY ENGINEERING INSPECTOR WI THIN TOO WORKING liAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT/SJ SHALL BE IWEO/ATELY S//BMITTE[) TO THE CITY ENGINEERING INSPECTOR IJPON COMPLETION OF THE FIELD TESTS. 12. A PRECQNSTRUC[JQN MfETING 'iHAIL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WRK ANO SHALL BE ATTENliEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SIJPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE m:1RK. THE CONTRACTOR SHALL SCHEOIJLE THE MEETING THROUGH THE PERMIT CLERK /438-3891/ AT LEAST FIVE (5/ WORKING DAYS PRIOR TO STARTING CONSTRIJCTION. APPROVED DRAWINGS Ml/ST BE AVAILABLE PRIOR TO SCHE!i//L I NG. 13. ALL INSPECTION REOIJESTS OTHER THAN FOR PRECONSTR//CTION MEET!N(; WILL BE MAliE BY CALL ING THE ENGINEERING 24-HO//R INSPECT/ON REO//EST L /NE AT /160/ 438-3891. INSPECTION REO//ESTS MIJST BE RECEIVE[) PRIOR TO 2.-00 P.M. ON TH£ DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT m:1RK OAY UNLESS YO// REO/IEST OTHERWISE. REO//ESTS MADE AFTER 2.-00 P.M. WILL BE SCHEOIJLEO FOR TOO Fl/LL m:1RK DAYS LATER. 14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCL/JO/NG SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEliERAL SAFETY ANO HEAL TH STANDARDS, LAIIS ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SI/BM/ TT/N(; A liETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROI.INO 01/RING THE EXCAVATION OF SI/CH TRENCH OR TRENCHES OR 01/RING THE PIPE INSTALLATION THEREIN. THIS PLAN M/JST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR MORE IN DEPTH ANO APPROVE[) BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANOAROS ESTABL ISHEO BY THE CONSTRUCTION SAFETY ORDERS, Tl TLE 8 CAL /FORNI A ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTER£[) ENGINEER AT THE: CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MIJST BE SIJBMITTEO TO THE INSPECTOR PRIOR TO EXCAVA T/ON. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE li/SCOVEREO WITHIN ANY itVRK ZONE 01/RING CONSTR//CTION, OPERATIONS WILL CEASE /i,NEO/ATELY, ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART /INTI L THE PERM/ TTEE HAS RECE I VEO WRITTEN Al/THOR I TY FROM THE CI TY ENGINEER TO 00 SO. /l. ALL OPERATIONS CONO//CTEO ON THE SITE OR ADJACENT THERETO, INCL/JO/NG WARM/Nr; 1/P, REPAIR, ARRIVAL, OEPARTI.IRE OR OPERATION OF TRIJCKS, EARTHMOVING EO/IIPMENT, CONSTR//CTION EOIJIPMENT ANO ANY OTHER ASSOCIATED GRADING EO//IPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 1:00 A.M. ANO SUNSET EACH OAY, MONDAY THR// FRIOAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE: CONO//CTEO ON WEEKENDS OR HOLIDAYS. {A LIST OF CITY HOLIOAYS IS AVAILABLE: AT THE: E:NGINECRIN(J OE:PARTMENT r;(}(JNTER. / /8, ALL OFF-SITE HA/IL ROI/TES SHALL BE Sl/8M/TTE[) er THE CONTRACTOR TO THE CITY EN(;/NEfR FOR APPROVAL 002 FULL WRKING DAYS PRIOR TO BEGINNING OF m:1RK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR [)AMAGE OCCURRING ALONG THE HA/JL /?0/JTE Q8 ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. /9. NO BLASTING SHALL 8E COM!ENCEO WI THO/IT A Cl TY ENGINEER APPROVE[) BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF //TILi TY STR//CT//RES ANO FACILITIES SHOWN ON THE CONSTR//CTION PLANS WERE OBTA/NEO BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLE[) TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION 0/FFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REO//IREO TO TAKE 01/E PRECAUTIONARY MEAS/IRES TO PROTECT THE 1/TIL I TIES SHOWN ON THE PLANS ANO ANY OTHE:R EXISTING FACILITIES OR STRIJCT//RES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGRO/INO AN[) i.lNOE:RGROIJN[)/ WITHIN THE PROJECT SITE SIIFFICIENTLY AHEAO OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRIJCTION PLANS IF IT IS FOi/NO THAT THE ACT/JAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED itVRK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW/ AT LEAST Tm:1 Fl/LL m:1RKING OAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE m:1RK WITH A COMPANY REPRESENTATIVE. 1/NOERGROIJNO SERVICE ALERT SliGBE SBC AOELPH I A COI.Nl/N I CA Tl ONS CITY OF CARLSBAD (STREETS ANO STORM ORA/NJ CITY OF CARLS8AO /SEWER.WATER 8 RECLA/MEO WATER/ ©2007 O'Day Consultants. Inc. (800/ 422-4133 /800/ 560-7343 {800/ 892-0/23 I 760/ 438-7141 /160/ 434-2980 I 160/ 438-2722 BRESSI RANCH IMPROVEMENT LOT 14 PLAN STREET NOTES I. ACT/JAL STRUCTIJRAL SECTIONS WJ.LL BE DETERMINED AFTER "R" VAL/IE TESTS HAVE BEEN CON[)//CTEO er A PROFESSIONAL ENGINEER OF THE STATE OF CAL /FORNIA, PR/NC/PALLY 00/NG Bl/SI NESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL, THE "R" VAL/IE TESTS ANO THE ENGINEERED STRIJCT//RAL SECTION Ml/ST BE SUBMI TTEO TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIM/JU OF TOO /2/ CITY WRKING DAYS BEFORE THE m:1RK BEGINS. 2. STREETLIGHTS SHALL BE INSTALL£[) AS SHOWN ON THE:SE PLANS, 1/NliERGRO//NO CONOIJIT RI/NS, SERVICE POINTS AN!i HANO-HOLES SHALL 8E SHOWN ON THE 'AS-81//L T" PLANS. NO DIRECT Bl/RIAL STREET 'L /GHT FO//NliATIONS WILL BE ALLOWED. ALL LIJMINAIRES SHALL BE "CIJT OFF" TYPE. 3. ALL 1/NliERGRO//NO 1/TIL I TIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF Cl/RBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM liRAIN PIPE SHALL BE RE:INFORCEO CONCRETE PIPE WITH A MINIM/JU 0-LOA!i OF I, 350. FOR PRIVATE STORM DRAIN PIPES, /JP TO /5' PVC MAY BE 1/TILIZEO PROV/OED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4 • ROCK PER SORS!i S-4 TYPE •c• ANO PIPE MEETS ASTM STANOARO 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXIST I NG PI PE L I NE IS TO BE ABANDONED IT SHALL BE REMOVED WI THIN TWENTY FEET OF BIi/LOiN(; OR STREET AREAS ANO REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLIJGGE!i WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REOIJIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7, STREET TREES SHALL BE INSTALLED PER SECTl~N IV 0.3 OF THE CITY OF CARL SBAO LANO SCAPE MANI/AL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE: LIMITS OF OORK OF THIS PLAN PER SORS OW M/9, 9. ALL SIJRVEY MONUMENTS ANO POINTS THAT ARE 0/ST//RBEO BY THIS WRK SHALL BE: RE:-E:STABLISHEO, PERPETI.IATEO, ANO OOCIJMENTEO PER THE PROFESSIONAL LANO SIJRVEYORS ACT. 10. 7111:1 /2/ SETS OF SURVEY /CIJT/ SHEETS SHALL BE PROVIOEO TO THE CITY EN6/NEERING INSPECTOR. SEWER NOTES I. ALL SEWER MAIN ANO APPURTENANCES SHALL BE CONSTR//CTCO IN ACCORDANCE WI TH THE "Cl TY OF CARLSBAD ENGINEER/NG STANDARDS (LA TEST Eli/TIONJ VOLUME I -GENERAL liESIGN STANDARDS, CHAPTER 6 -DESIGN CR/ TERIA FOR GRAVITY SEWER LINES ANO APPURTENANCES, ANO VOLI.IME 3 -STANDARD DRAWINGS ANO NOTES AN[) THE STANOAR!i SPECl,FICATIONS FOR P//BLIC MJRKS CONSTRUCTION, LATEST EOI TION /GREEN BOOK/", OATEO JI/NE, 2004 OR THE LATEST EDITION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INO//STRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRIJCTION SAFETY ORliERS. 3. BEFORE ANY CONNECTION TO THE 0/STRICT'S EXISTIN6 SYSTEM, A PERMIT SHALL BE: OBTAINED FROM THE DISTRICT. IT MIJST 8E SIGNED ANO APPROVED BY THE [)/STRICT'S ENGINEER ANO S//PERINTENliENT. 4. BEFORE CONSTRIJCTION BEGINS IN ANY P//BL/C RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REO//IREO. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HO/IRS PRIOR TO THE BEGINNIN/J OF CONSTRIJCTION. ( TELEPHONE NO. {160} 438-3891 I QIWO WATEH NOTES I. WATER ANO RECYCLED WATER MAINS AN!i APPURTENANCES SHALL BE CONSTR//CTEO IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION/ VOLUMES 2 8 3". 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE 0/V/SION OF /Nli//STRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROV/[)£ PROOF OF OSHA NOTIFICATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTR//CTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SH/IT [)OWN OF VALVES ON EXISTING C.M. W. 0. LINES, A PERM/ T SHALL BE OBTAINED FROM THE C.M. W. 0. OFFICE ANO MIJST BE SIGNED ANO APPROVED BY THE CITY OF CARLSBAD'S OEPIJTY CITY ENGINEER ANO THE 1/TILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTR//CTION CONFERENCE MEETING SHALL BE HELO A MINIMIJM OF 7 DAYS BEFORE CONSTR//CTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAO ENGINEERINIJ INSPECTION 48 HO/IRS PRIOR TO BE/JINN/NG OF CONSTRI.ICTION {TELEPHONE NO. {160} 438-389/J FOR SCHEOI.ILING. 5. NO TREES OR STR//CT//RES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES ANO STR//CTI.IRE:S SHALL BE: REMOVE:0 PRIOR TO COi,NENCEMENT OF m:1RK -ANY EXCEPT/ ONS SHALL RE0/11 RE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FI RE LI NE L OCA TEO BETWEEN THE DETECTOR CHECK VAL VE ANO Bl/ I Lli I NG SHALL BE DETERMINED er THE CITY OF CARLSBAD FIRE MARSHAL. l, ALL Bl/RIED COPPER PIPING ANO APP//RTENENCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CON!ii.lCTS A SOILS TEST REPORT ANO liEMONSTRATES THAT PROTECTION, CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. ALL POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE I" ANO ALL METERS SHALL BE 5/8" (i.lNLESS OTHERWISE NOTED ON PLANS/. 9. ALL WATER METER BOXES SHALL BE /1"x30"x/2" POLYMER CONCRETE AS MANIJFACTIJREO er ARMORCAST OR EOUAL. 10. MINIM/JU SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE IO FEET. II. THE TOP OF WATER METER BOXES SHALL BE FLIJSH WITH THE FINISHED SURFACE GRADE. /2, CONSTR//CTION OF WATER MAINS ANO RECYCLED WATER MAINS SHALL AliHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO SANITARY SEWERS' P//BLISHEO BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 13. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE //SE OF A HIGH-liEFLECTION CO/IPL/NG AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BE CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL liEFLECTION PER COi/PL/NG (2 DEGREES/EACH GASKET/. //SE CERTAINTEEO "VINYL-IRON" H. 0. FOR C900. C.U.P. 05-2B PHOJECT LOCATION THIS PROJECT IS LOCATEO IIITH/N ASSESSORS PARCEi. Na 2/J-261-05. TH£ CALIFORNIA COOROINA TE INOEX (F THIS PROJECT IS N 625 E 1986. SOUHCE OF TOPOGHAPHY TOPOGRAPHY SHOWN ON THESE: Pl.ANS WAS r,E:N£RA TEO er AE:R/Al TOPOGRAPHIC S/JRVEr BY SAN-LO AERIAL S(JRVEYS ON Ji.IL r 4 1991. EXISTING MASS GRADING SHOWN PER APPROVE{) CITY (F CARI.SBA!) 0/+G NOS. 421-JA .t 409-6. LEGAL OESCRIPTION LOT 14, OF CARLSBAO TRACT CT 02-15 BRESSI RANCH. IN THE CITY OF CARLSBAD, COUNTY OF SAN 0/E:GO, STA le OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14960, ALCO IN THE OFFICE OF 17-IE COUNTY RECORDER OF SAN 0/EGO COUNTY, FEBRI.IARY 4, 2005. BASIS OF BEAHINGS THE BASIS (F BE:ARIN/lS FOR THIS SIJRVEY IS THE CALIFORNIA COORDINATE SYSTEM NAO 83, ZONE: 6 ANO WAS E:STA8LISHEO BE:THEE:N STATION NO. V-2002 PE:R R.O.S. 14023 ANO STAllON NO. SOGPS-41 E:STABLISHE:O BY' 17-IE COIJNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, I.E. N88"54'05'W. REFE:RENCE:D BEARINGS FROM 017-IER DOCUME:NTS/OE:E:DS MAY OR MAY NOT BE IN lERMS OF SAID SYS TD,(. 17-IE COMB/NCO SCALE FACTOR AT STAllON V-2002 IS 0.999944419. GRID DISTANCE = GROIJNO 0/STANCE X COMBINED GRID FACTOR. ALL MEASURED 0/STANCES SHOWN HEREON ARE GROUND DISTANCES. 17-IE MAPPING ANGLE AT STAllON V-2002 IS -0'32'51.881~ HEFEHENCE PLANS CITY (F CARLSBAO ORAIHNG NO.s 400-80, 409-6, -121-3. -121-JA, 444-9A CITY (F CARLSBAO ORAIHNG P.LP. NO. 06-07 CITY Of OCEANSIDE -""'~~r~.;;,_s --r ..... _.,. .. , p . I L .. ll". SIT£ 7 CITY Of VISTA PACIFIC OCEAN . I . ()~ ''1' L CITY Of (\ SAN MARCOS - CITY Of ENCINITAS ·-''· J VICINITY MAP NO SCA/I OECLAHAllON OF HESPONSIBLE CHANG£ I HERESY OE:CLARE: THAT I AAI THE ENGINEER (F WORK FOR THIS PROJECT. THAT I HAVE E:XE:RC/SE:O RE:SPONS/BIE CHARGE OVER THE: OE:SIGN ON THE PROJECT AS OE:flNEJ) IN SECTION 670J (F THE 9/JSINESS AND PROFESSIONS CODE:, AND THAT THE OE:SIGN IS CONSISTENT /till/ Ci.lRRE:NT STANOAROS. I IJNOE:RSTANO THAT THE CHECK (F PROJECT ORA ltfNGS ANO SPEC/flCATIONS er THE CITY (F CARI.S9AO OOES NOT REIJE:VE AIE:, AS E:NGINE:E:R OF WORK, OF MY RE:SPONSl9/lll/E:S FOR PRO..fCT OE:SIGN. OllA r CONS/JLTANTS, INC. 2710 LOKER A l£N/JE Hf"ST. SUITE 100 CARI.SBA/}, CALIFORNIA 92010 (160) 931-7700 ~~ c'., __/-tf.-DATE: ~"? ANDREW J. VAN lOY R. C.£ NO. 64573 EXP. 6/30/07 BENCH/JANK OWNEH/OEVELOPEH • 'RI 8R£SS/ STORAGE, LI C 8910 i.lNIVERSITY CENTER LANE, SUITE 630 SAN 0/EGO, CALIFORNIA 92122 PHONE-(619) 992-7883 CIVIL ENGINEEH/LANO SUHVEYOH OVA Y CONS/JI.. TANTS, INC. 2710 LOKER AVENUE Hf"ST. Si.I/TE 100 CARI.S9AO, CA. 92010 (160) 931-7700 ~NO T£!! B.£CTRONIC DATA flt.ES ARE FOH REFER£NC£ Y ANO ARE NOT ro 8£ USED FOH HORIZONTAL OH IERTICAl SIJR~ CONTROi. CARLSBAD M~AL WATER DISlRICT W ,::_ 9 ,k-S'l°? ' DAVID A. HAUSER R.C.E. 33081 DAlE DEPUTY CITY ENGINEER EXP. 06/30/08 ff/lt/08 AJV AS-8VILT DESCRIPTION: STA NO ARO STRE:ET SUR VEY MONUMENT LOCATION: APPROX. 1400 FffT S()f)ll-1 OF PALOMAR AIRPORT ROAD ON CE:NTERLINE' OF El. CAMINO REAL DAlE INITIAL WOHK TO BE DON£ THE 1/.IPROVEMENT WORK SHALL BE PERRJRMEO IN ACCOR!JANCE: WITH THE FOLLOWING OOCIJAl£NTS, CIJRRE:NT AT THE TTA/£ OF CONSTR/JCTION, AS DIRECT[]) BY THE CITY ENGINEER. I. C4RLS8AO MIJNICIPAL CODE: 2. CITY OF C4RLS8AI) STANlJ4ROS J. THIS SET OF PIANS 4. RESOLI.ITION NOs. 6134 (C./J.P. 05-28) ,t 6135 (S./J.P. 05-14) IJ',T[]} Ji.lLY 19, 2006. 5. TH£ STANOARI) SPECIFICATIONS FOR Pl/8l/C WORKS CONSTR/JCTION {GREEN BOOK} 6. SOILS REPORTS ANO RE:COMAl£NIJ',TlONS BY LE/ol/TON .t ASSOCJ-1/r.5; INC., IJATEJ) NCEMBER 22, 2006. 1. THE SAN DIEGO ARlJ4 RE/J/ONAL STANDARD DRAWINGS ANO AS !MY BE l,/00/RE[) BY THE CITY OF C4RI.S8AI) STANDARDS. 8. ENV/RON/,/ENTAL APPROVAL OOCI.IAl£NTS OAT[]) OCTOBER 17, 200 I RCS. NO. 5031 9. C4RLS8AI) M. W.O. Ri.lLES ,t REGIJLAllONS FOR CONSTRI.ICTTON OF POTA91.£, RECWAIEO ANO SEWER S'!'STEAIS LATEST REVISION OF STANOAROS ANO SPECIFICATIONS. 10. STORA/ WAID? POli/JTION PREVENTION Pl.AN (SWPPP) BY o:?Ar CONS/JI..TANTS, INC., IJ',TEO A/ARCH 15, 2007, W0/0 NO. 931C3U/66. II. STORM WATER IJANAGEAl£NT PIAN (SW/.IP) BY o:?Ar CONSI.ILTANTS, INC., IJ',TEJ) I.IARCH 15, 2007. 12. CALIFORNIA STORM WAID? 01/ALITY ASSOCIATION B/.IP CONSTR//CllON HANDBOOK AN!i C4/.TRANS CONSTR/JCTION SITE BAIP /MN/JAL. l£6£NQ NOTE: Qi.lANT!llES ARE FOR BONO/NG PIJRPOSES ONLY. ACT/JAL Qi.lANTITTES At<IY 1!4RY. DESCRIPTION DWG. NO. •• SYMBOL QUANTITY EXISTING Ci.lR8 .t GIJTTER • . . . . . . . . . . . . . . . . . . . . . . . . . PEDESTRIAN RAMP TYPE :.t'. PE:OESTRIAN RA/.IP TYPE '8'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P.C.C. SINWALK (-1"). . .. , ...................... . CONCRETE ,lttE!' nl'lfliRIVEWAY •••••••••••••••• 5DR5D G--l4A •..• EXISTING STREET LIGHT •••••••••••••••••••••.• , , , , , EXISTING SEWER • • • • • • • • • • • • • . . • • • • • • • • • , • , , , , , EXISTING WATfRLINE:. • , • • • • • • • • • • . • • • • • • • • • , , • , • • • EXISTING CATE V-4LVE. • ••••••••••.••• , , , , , , , , ... , , EXISTING BLOW-OFF VAL VE ASSE:M8l Y. • • • • • •••••••••••••. EXISTING A. V.A.. . . . . . . . . . . . . . . . . . , ...... , ..... . EXISTING ENDCAP. • • , • • • • • • • • • • • • • • • • • • • • • , , , , , , , EXISTING FIRE: H'fDRANT ASS'EM9L Y. . • • • • • • • ••••••••••••• EXISTING RECYCLE:!) WATER ••••••.•.•••••••••••.••••• EXISTING STORA/ DRAIN. EXISTING TYPE :4' C. 0. • EXISTING TYPE 'F' C.B. • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX/SI/NG TYPE '8' CURB INLET. • • . . . . • • • , • . . • . . . • . . • • • 6' SEWER LATERAi. (PRIVATE) • • • • • . . • • • . • • . C.M.W./J. S-7. 6' SEWER CLEAN 0/JT (PRIVATE) ••••••••••••• C.M.W.0. S-6. W- -©--W- --o--w- ----w- -W--:3 -w-r- RW- --® ---<o s-- 12• P.V.C. WATERU/,/£. . . . . • • . . . . . . . . . • • • • . . . . • . • • • --W-- a• P. V.C. WATERLINE. . . . . . • • • . . . . . • • • • . • • . • . . . . . • • --W-- 9• GATE VALVE .t V-4LVE eox ASSE/.IBLY. •• , •••• .C.M.W.O. W-16. . . . -W---<11--- 2· BLOW-OFF VAL>f' ASSEMBLY ••••••••••• .C.M.W.O. W-6 •••••• ---<>--W- 2' MANUAL AIR RELEASE: ASSE1,18L Y. • . • . • • • . .C.M. W.O. W-6. • • • • • --,a--W- CONCRETE THRIJST BLOCK. • • • • • • • • • • • • • • • •••••••••• -il'y- e• l)OIJ81£ /JETECTOR CHECK VAL VE ASSY. (OOCv,J. • .C.M. W.0. W-22, . • • -w: liiil 6" RE!Ji.lCEO PRESSURE ASSY. (VERT. OliCv,/. • •.• 6' FIRE H'fDRANT ASSE:Af8l Y (J-WA r,/. .llflKINS MO!J. -175!JA V. . -W--lil .c.u. w.a w-,2. . . . . --JI'--'t_ 1• WATER SERVICE: W/ 5/8' ME:m? • .C.M. W./J. W--1. . ... • AS MODIFIED BY CITY OF C4RLS84IJ STANIJ',ROS FOR P/181./C IAIPROVEAl£NTS "SIJRSO UNLESS NOTED OTHERWISE. --® DESIGNED BY: A,V 1 EA 2 E:A 31 LF 1,15,# LF 6 £A 2EA JEA 20EA 2EA 2EA -I E:A I EA DATE: t.tARCH 2007 C~~TS ~\l,ClfESSt~ r.ftf~J-~ ~ DRAWN BY: G.1.4., T.G. SCALE: AS SHOWN ~ ~ PROJECT MGR.· T.C. JOB NO.: 06 ]180-01 "' --NO. 64573 z <!) EXP, 8/30/08 .fiJ ~ 2710 Loker Avenue West Civil Engineering ENGINEER Of WORK: * * Suft. 100 Planning ~/t C/Vl\.~'t- Corlsbod, Collfomla 92010 ProceHing ~ ~U?DAre~7 760-931-7700 Surveylng Cf" CALI~ F'cx: 760-931-8680 www.odcyconsultantl.com ANDREW J. VAN LOY _,,,.,---RCE: 6+ 73 CITY OF CARLSBAD FIRE DEPARTMENT "AS s'u1LT" REQUIREf.lENTS -~~?df,_ NO. OF F.H.(s)4-F.f1.0W /¾(; r..P.M. OUT OF _i_F,H.(S). //42,>/4f BI..D~SPRINKLED YES/NO ••• F.f1.0W __ G.P.f.l. Al'f0!_El-r' .J. VANOY ~, RCE _45:z3 EXP. 6{-2_0Lo2 DATE --~1£-9~2.e.4 REVIEWED BY: ,j.J. mt f.lARsfA\1 7iA 1 /z.J,, /o., c~A .. INSPECTO ,,--DATE I SH,ET I CITY OF CARIBBAD I SH4TS I ENGINEERING DEPARlMENT llll'ROVD/£NT PLAN FOil: BRESSI HANCH LOT 1-1 APPROVED w ~FER J/4.!>"!~7 DEPUTY CITY ENGINEER PE 33081 EXP. 06-30-08 'liATE OWN BY: PROJECT NO. DRAWING NO. DAlE INlllAL DAlE INITIAL RECORD FROl.4: NORTH. COIJNTY VERllCAL CONTROL DATA R-1800 308+76 29725 11.S.L DATUl.4: NGVO 1929 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CHKD BY: ..,..,, ' C.fJ.P. 05-28 .f-.f..f.-9 CITY APPROVAL RVWD BY: _ ...-----7 ELEVATION: I: \061 !!I0\0680CID'l_.d~ Jul 20, 2007 1: 11pm Xrefa: 0600,\N; 06800; 0680W: 102307 \ • \ NOT£!! \ \ \ BEClRON/C 0A ~ F1I.ES AR£ FON RUER£NC£ CWl Y ANO AR£ NOT TO BE IJSCO FON HORIZCWTAL OH '071CAL SURVEY ~TNOL ©2007 O'Day Consultants, Inc. SCALE: 1• = 60' SHEET INOEX SHEET NO. DESCRIPTION I 2 J 4 NOTES ct VICINITY !IAP KEY MAP. TYPICAL SECTIONS, ct DETAILS WATERLINE )I ' PLAN ct PROF/l£ WATERLINE '8' ct PRIVATE SEWER PLAN ct PROFILE o· 60' liii!!!'liiii~~ SCALE: 1• = 60' BENCHMARK DESCRIPTION: STANDARD STR££T S/JRvEY MONUMENT LOCATION: APPROX. 1400 FTET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROi. DA TA R-1800 308+76 ELEVATION: 291.25 AI.S.L DATUM: NGVIJ 1929 11/11108 AJV OEPTH VARIES STOR!I ORAIN OEPTH=J.5' MIN. 8" WATERUNE TYPICAL DRIVE A/SL£ {COIJNTERCI.OCK#fSE l()(F) NOT TO SCALE EASEMENTS OF RECORD EASE!IENTS PER PRELI/I/NARY T1ll.E REPORT BY FIRST AMERICAN TITLE COAIPANY, NO NCS-IB!./50-SO, OATEO SEPTD.(BER 20, 2005 ct /IPOATEO AUGUST 2006. No. & /2\ & & & ·& ·& •fr, & EASEMENT P/JRPOS£ OWl/£H G4S PIP£ UNES S.O. GJeE. RECYCLED WATER LINES C.M.W.O. ORA/NAG£ CITY OF C4Rf.S8AO CENERAL UTILITY ct ACCESS CITY OF CARI.S8AO LANDSCAPE AIAINTENANCE CITY OF C4Rf.S8AO AVIG-'ITION CO/JNTY OF S4N DIEGO AVIG-'ITION CO/JNTY OF S4N O!EGO AVIG-'ITION CO/JNTY OF S4N DIEGO GENERAL OPERATION C.M.W.O. • ENCOMPASSES ALL OF LOT II BO/JNOARY '<\',C)f ESS / ~/~ J.~ t; ~ ~ u NO. 64573 '5l EXP. 6/30/09 * ~~ CiVI~ OF' CAI.I~ C~TS DESIGNED BY: A.Y DRAWN BY: G.M., T.G. PROJECT MGR.: T.C. 2710 Lok11r AvenuI West Civil Engineering ENGINEER OF WORK: Surt. 100 Plannlng TABLE REFERENCE /J4T£ OISPOSITION INSTR/J!IENT NO ! 51712 ,///LY 21. 1960 TO RE!IAIN F/N 200J-06JI05! MAY 29, 200J TO REMAIN !IAP NO. 14600 MAY 29, 200J TORE!IAIN !IAP NO. f.1960 FEBRUARY 4, 2005 TO RE!IAIN F/N 2005-009661J !IAP NO. 14960 FEBRUARY .-, 2005 TO RE!IAIN F/N 2005-009661J F/N 84-13.2298 APRIL 11, 1984 TO RE!IAIN F/N 81-452Jll A/JGIJST II, 1981 TO RE!IAIN F/N 81-412299 A/JGIJST 20, 1981 TO RE!IAIN F/N 2005-065693.5 A/JGUST 2, 2005 TO RE!IAIN DATE: MARCtl 2QQZ "AS BUILT" SCALE: J,S SHOWN ~~~ JOB NO.: 06-1180-01 A~.VANlO RCE-'4573 EXP.6/30/0:J RE;~::.::,u.J. Cor1sbcd, California 9201 0 Proceaaing ,,,-?' ,; c::::-L DATE: 7/2..?~7 760-931-7700 Surveying Fox: 760-931-8680 INSPECTO~ ... 11,·ww.odayeonsultants.eom ANDREW J. VAN LOY / RCE: 6~573 A5-5l/ll T I S2ET I CITY OF CARLSBAD ENGINEERINO DEPAR1MENT IJIPHOVDIENT FWf fOlf: BRESSI RANCH £01 1-1 APPROVED DAvlD A. f'JU5F/ d/ DEPUTY CITY ENGINEER PE 33081 EXP. 06-30-08 //2,,/ct ~ J DATE ,/u,/dl • DATE I SH,TS I <r}~, DATE DATE INlllAL DATE INlllAL DATE INlllAL OWN BY: CHKD BY: i2. <j:l' PROJECT NO. DRAWING NO. ENGINEER Of WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: '•~ C.IJ.P. 05-28 444-9 l:\0011B0\0660002.d~1L.kj 20, 2007 1:l!lom Xrefa 068bAMAP; 06BO!J; D680flGRD; 068bAtJn.; 0680CIL Y; 0680AN; 06808Ull 102307 ···1· I f.1+92.,IJ I [A.~B" 22.5" PJxPJ BENO ct T.8. (4 2J'40'27.50"} 12+6/J.01 1 [A.~8"x6" PJxPJxFl T[[' ct T.8. I EA. ~6" FLxPJ 6. V. NOT£!! SEE WAT[ll NOTE U+!J!J.17 1 EA.~8"x6" Fl TEE ct T.8. 2 [A.~B" FlxPJ 6.V.• 1 [A.~6" FlxPJ 6.V. B.ECTRONIC OATA f1l£S AR£ FOH REFERENCE ONLY ANO ARE NOT TO BE (JS£0 FOH HORIZONTAL CR vfl?TlCAl SURVEY CONTROi.. ©2007 0'Day Consultants, Inc. " "' 10+J6,IJ 1 [A.~8• 11.25' PJxPJ BENO ct T.8. (4 0!1'07'5,1") S£[ WATEll NOTE 10+58.IJJ O J5.20' LT. 1 £A.~I" WAT[ll SVC, W/ 5/4•• /,/[TEil (S££ 1,1£CHAN/CAL PLAN FOil CONN£CTION TO 81/ILOIN6} QfESS1 -NO. 6457 [)CJ>, 6/30/09 /VI~ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-6680 W'llo'W.odoycon!ultonte.com \ s " \1 • Civil EnljlineurinlJ Plonnin9 Processing Sur.eying 13 14 l2+4J.fi6 1 EA.~8" ,15• PJxPJ 8[NO ct T.8. ( 4 ,ll}'26'0J"} S[[ WA TEil NOT[ 11+07.88 I [A.~/J" PJxPJxFl Tf[ ct T.8. 2 EA.~8" FlxPJ 6.V. o· 10' 40' 5 20 Sf£ LOT 15 LOOP CONNECTION \ PROfil£ THIS SHEET \ 10+82.!15 0 -12.27' RT. SCALE: 1" = 40' \ 1 £A.~ 8" [NO CAP ct T.B. ' I £A.~2" A.V.A. \ \ /O+J/.,/J WATE/llJN£ :.t' \ =20+J8.JJ WAT[Rl/N£ :.t' ~ EA.~12"x8" fl TEE ct T.8. \J [A.~ I 2"x8" fl R[OI/CEK .t £A. ~8" FlxPJ 6. V. !''(A. ~2• 1,1.A.K. I £4,~2" 8.0. 10+/8.28 1 '(A.~12" '5" PJxPJ BENO ct T.8. (4 ~-oo'oo"), S[£ WATEll NOTE \ )Q+o8.28 \ ---... I r~.-12• ,15• P✓xPJ NNO .t r.a. ---i::_ ifi_"OO'OO"}. S££ WATEll NOTE ~--------~ I0+00.00 WATE/?l/N£ :.t' .--- =0+91.06 0 5/J.!IJ' LT. CAAIP8£ll PLl /?£1,10':ft/'t't: C~r r:B., ct 1,1,A.K. f;ONN. :£)(IST.-12" PVC-- ·. ·. J.· ..... :.; • .';__ >, ·.·.~· ··\ ... _.,r ·:·:;;-,~ ,/ If --·>--- 15 DESIGNED BY: A.V DATE: MARCH 2007 "AS-BUILT G" TG SCALE·. 1" = 40' DRAWN BY: ,M., .. PROJECT MGR.,~· ~T=.C~. ~-JOB NO.: 06-11 B0-01 aGr:-~ ANl!REW J. VAN P.E.~457.3 EX ~ ENGINEER OF WORK: RCE: 64 REVIEWED BY~u ,C?~,.d INSPECT~ - " , I DATE DATE 17 PLAN WATERLINE SCALE: I" = 40' BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD STREE:T SUR'.f:Y /./ONUME:NT APPROX 1400 FE£r SOUTH OF PALOMAR AIRPORT ROAD ON C£NTfRLIN£ OF EL CAMINO REAL NORTH COUNTY '.f:RT/CAL CONll?Ol DATA R-1800 308+16 29125 M.S.L. DATUM: NGVO 1929 18 20+JJ.JJ I EA. -a· ,15• PJxPJ NNO ct T.9. (4 ,15•10·111 S£[ WA TEI? NOTE l!l+!J-1.12 1 EA.~8" PJxPJxfl TL"£ ct T.8. I EA. ~8" flxPJ 6. V. 19+90.12 O 22.50' LT. I £A~6" FIii[ HYO. ASSY. 'S ·/31.1/L T DA1E INITIAL 19 SEE LEFT I¥°' ENGINEER Of WORK REVISION DESCRIPTION 1:\0611!10\06ll0CID3.dwg .>JI 23, 2007 8:54om >Crafs 0680CI; Oli60AMAP; 0660BC.RD; 06SDAtm..; 06SOBPRO; C6SOBUTL. 0680STPD; C65DB5TR ' \ \----..._ ' / / ~·-· IINO I 2 J 4 5 6 1 8 9 10 fl 12 IJ " 15 16 11 18 f!J / 7-.~ ...... WATERLINE DATA DELTA/BEARING RADIUS LENGTH REMARKS N oo·oo oo• w 8.28' 12" PVC ~ ct 150 116 550 N ,15•00 oo• w 10.00' • • N !JO'OO'oo• W IJ.15' • • N oo·oo·oo· E 5.00' 8" PVC ~ ct 150 116 550 N 09·015,r w 46.52' • • N 80"52'06" E 42.27' • • N 80"52 '06" £ 20.4.I' • • N 09'01'5,1" W 1'2.12' • • N 49"JJ'57" W 18.00' • • N !JO"OO'oo· £ 2JJ.16' • • N 65"/5:Q" E 15.00' • • N 41"J5'15• E 10.!J/' • • N 11'54',17" [ 145.1/J' • • N 2,/"J2'J2" W 65.7J' • • N 59'1028" W 16.!J!J' • • N !JO"OO '00" W 21/J.6.I' • • N !JO"OO '00" f 2/J.'5' • • N #',l!J',/6" E 2f.8J' • • N !JO"OO'oo· £ 5.00' • • WATFR NOTE NO f)£Fl.ECT/ONS AT IJEllS, fll71Nf,S OR OF TH£ PIP£ WILL 8£ ALLOWEO. TH£ //Sf OF OEFZ£CT/ON COL/A/?S SH4ll 8£ REO/JfREO. '£4-P-L--Aa _.!_ (P, 'R OWG. · 4!1-J) ,_ -•~---i •••-••• m••• •,••)' DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~ CITY OF CARI.SBAD Ll_j ENGINEERING DEPARlMENT IJll'HOVDIENT /1tAN FOR: BRESSI RANCH -LOT 1-1 WATERLINE :4 I I SH4TS I APPROVED DAVID AJr7.,,c/ z.s./o ;, DEPUTY CITY ENGM'R~081 EXP.06-30-08 ~TE OWN BY: CHKD BY: 1,i!_ RVWD BY: ~~, PROJECT NO. C.11.P. 05-28 DRAWING NO. 444-9 102307 NQTf!! El.EC'TRCWIC 0A TA Fll.ES AH£ FCW REfER0ICE CM.Y AND AH£ NOT TrJ BE IJSED FCW HORfZONTAL OH '.OTICAl SURVEY fXAVTROL ©2007 O'Day Consultants, Inc. 11 / PLAN -WATERLINE SCA££: 1 • = 40' 271 D Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-TT00 Fax: 76C-9.31-B6B0 www.odoyconeultanta.com s Civil Engineering Planning Procesaln9 Surve)'Tng ----------- DESIGNED BY: .,,A..,11 __ _ DRAWN BY: G.t.t., T.G. PROJECT MGR .. ._· _,T,,..Co.., __ ENGINEER OF WORK: 9 DATE: fMRCH 2007 SCALE: 1' = 40• JOB NO.: 06-1180-01 DATE:7/,.:1.1/4,7 RCE: 64S7J o· 10· 40• f' 20· -----80' SCALE: 1" = 40' \ "AS-BUILT " ANDREW J. VAN LQ P.E. G45 7.3 E)(,G/ DATE • 1 DATE WAT£RL/N£ '.4 ' {S££ SH££T 3} 10 l0+89.69 SEW£// 2 S£W£N lAT£1/Al PEI/ MECHANICAL Pt.AN 310.0 IE 10+87.19 SEW£// SEW£N C.O. PEN S-6 315.7 I/Ill 309.95 IE ~-'>.:\.\..:\.' ·. \. ... \.\.\. \.\. \.\.. \.':,..\.'.':-..\. .... \. .... Y~.\.:.: \..':>:,.':':..':':.. .... \.: ... '\. ..... , -r , , L-:w==-5= ==--=::-c:'!~= -w--- =i EXIST. e• SEWEI/UNE )--10-+oo.oo SEW£i.l.-"/I--\ .. __ s- PEN OWG. 421-3 CONNECT TO EXIST. 8" SEW£1/ IIAIN PEI/ S-7 {305.48 IE ~ 8" PVC 1,/AINUl{E) \ PLAN -PRIVATE SEWER SCA££: ,. = I '----....__ ' ' ' ' ' ----- / J<W ........ --, .; / ~.4 1Bfil~ PLACE (P. "H OWG. 4{1-3) W-8-€~-- -t:XIST. A.H. '[)WG 421-3 ( $16. 60 NIAi. (307.91 8" IE 01/r} 2 3 ' 5 11/11/08 AJV AS-BIi/LT BENCHMARK DESCRIPTION: STANDARD STREIT StJN'-£:Y MON/JAIENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNE OF El CAAi/NO REAL RECORD FROM: NORTH COUNTY '-£:NllCAL CONTROi.. DA TA R-1800 J08+76 ELEVATION: 297.25 M.S.L DATUM: NG'tD 1929 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL t \061160\06soo~0ti.:.M 20, 2001 ,: 35om Xrefa: 06Bba; 06 , 0680BGRO;: 068bAu11.; 06800PROi 066t8.Jlt; 0680flWO; 0680BS1R BEARING N 54•07'5!-• W N 80'52'06" E N 90•52'06 E N 11'l3'56" W N 13• I 3'56" W WATERLINE DATA RADIUS REMARKS 8 PVC ~ Cl 150 Ht; 550 'F/JTIJHC-BY OTHENS. •• • • 8 PVC ~ Cl 150 Ht; 550 ~1.4' • • WA7f8 NOTf DATE NO !JUI.ECT/ONS AT 8£11S, FlT71NflS ON OF THE PIPE WIil 8£ All.OWED. TH£ //Sf OF OEFl.ECTION COlJ.ANS SHAil. 8£ NEQIJIREO. PR/VAT£ SEWER DATA :$ oaf~IBEARING RADIUS LENGTii RD.IARKS f 2 3 INITIAL N oo•oo'oo· E fl.85' 6" PVC SEW£// S ,15•00'00· E n.3,' • • N oo•oo'oo" E 2.50' • • I S~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH4TS I IMPkOVEJl£NT PWI FOIi: • BRESSI RANCH -LOT 14 WATEHUNE '8' ct PH/VAT£ SEWEH APPROVED DAVID ~IJ:.Td ~ t,f O DEPUTY CITY ENGINEER PEJJ081 EXP.06 30 08 * PROJECT NO. DRAWING NO. CITY APPROVAL DWN BY: --,,.,,- CHKD BY:~ RVWD BY:....KL.-C.IJ.P. 05-28 444-9 102307 ~