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Home My WebLink AboutDWG 408-4; CT 01-05; CALAVERA HILLS VILLAGE W; 01-18GENERAL NOT.ES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/0/JSLY APPROVE{) BY TH£ Cl TY OF CARLSBAD REGARDING IMPNOV£MENTS SHOtlN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR Illa/VE ANY POHTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONIJITIONAL APPROVAL, CITY STANDARDS OR OTHER AODITIONAL DOCWENTS LIST£{) HEREON AS THEY A,liff PERTAIN TO THIS PROJECT. THE EN61N£ER IN RESPONSIBLE CHARO£ SHALL REVISE THESE PLANS WHE:N NON-CONFORMANCE rs DISCOVEREO 3. CITY APPROVAL OF PLANS lJOES NOT RELIEVE THE DEVELOPER OR ENGINEER· OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SIJBMITTEO TO THE CITY ENGINEER FOR APPROVAi.. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY EN6/NEER WILL 8£ RE()ll!R£{) FOR ANY WRK IN THE PUBLIC RIGHT OF H/4Y. PRIOR TO PERMIT ISS/,1,lNCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMIN6 TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURE[! ON THE PERM/TT££'$ POLICY IN THE MINIMIJM AMOUNT OF$/, 000,000, 00 FOR EACH OCCIIRRANCE OF LIABILITY. THf INS/JRANCE COMPANY WR/ TING THE POL ICY W5l &W A RIJTING Of "A. AND 4 SIZE CATEGORY OF CLASS v AS ESTAiJLISHEO 8Y "lJ{STS" KEY RATING GIi/Of. 5. NO WORK SHALL BE COMIIENCEO IJNTIL ALL PERMITS HAVE BEEN OBTAINEO FROM TH£ CITY ANO OTHER APPROPRIATE A6£NC/£S. 5. REVISION OF THESE PLANS MAY 8£ REQIIIREO IF THE PROPOSE[! IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO TH£ OEAOL !NE DATE OF THE IMPROVEMENT AGREEMENT, 7. NO REVISIONS WILL BE MAO£ TO THESE PLANS 111/TH<JIIT THE WfUTTEN APPROVAL OF TH£ CITY ENGINEER, NOTEO WITHIN THE REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING SIGNED BY THE Cl TY ENGINEER. 9, THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-811/l T CON[)ITJONS BY THE ENGINEER-OF-l'AJRK PRIOR TO FINAL ACCEPTANCE OF THE WOFIK BY THE Cl TY. /0. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAIN£{) TO TH£ PROJECT SI TE Al' ALL TIMES Pl/RING CONSTRIICTION. I I. WHERE TRENCHES ARE WI THIN Cl TY EASEMENTS, A $OILS REPORT COMPRISED OF, IA/ SUMMARY SHEET, (BJ LABORATORY m?1i'11" SHEETS ANO {CJ COW'ACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAi. ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BYS/NESS IN THE FIELO OF APPL 1£0 SOILS MECHANICS. THE SOILS REPORT Will BE $/JIJMITTEO TO THE CITY ENGINEERING INSPECTOR WITHIN TWO IKJRKING lJA'fS OF COMPLETION OF FIELD TESTS, THE WRITTEN FIELD COMPACTION REPORT/SJ SHALL 8£ l!Ml)JATELY SUIJMITTEO TO TH£ Cl TY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELO TESTS. 12. A PRECONSTRUCTION MEETINIJ SHALL Bf HELO AT THE SI TE PRIOR TO [Hf BEGINNING OF !WRK AN() SHALL 8£ AUE'NQfQ BY ALL REPRE'S£N[AUVES R£SPONSI BL£ FOR CONSTRUCTION, INSPfCTION, Sl/PfRV{StON, T{S[(NG MP ALL OTHER ASPECTS OF THE ill,)RK. THE CONTRACTOR SHALL SCHF:OULE THE IEETIN6 THROUGH THE PERM/ T CLF:f?K /760/ /438-3891/ AT LF:AST FIVE/5I IIIJRKING OAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORAWINGS Ml/ST 8£ AVAILABLE PRIOR TO SCHEOVL ING. 13. ALL INSPECTION R£OIJESTS OTHER THAN FOR fflECQNS[8llCTIQN MEETING Will BE MADE BY CALL ING TH£ ENGINE£RIIVQ 24-HO/JR INSPECTION REQIIEST LIN£ A[ /?60} 438-3891. INSPECTION ,'fEO!JfSTS wsr 9£ !?fCf(Vf.Q ffl!QR TQ l·OQ P II ON THE DAY BEFORE THE; INSPECTION IS N££0£0, !NSPF:CTIONS WILL 8£ MAO£ THE NEXT WORK OAY UNLESS YOV REOIIEST OTHERWISE. RE()(JESTS MAIJF: AFTER 2,00 P,M, WILL 8£ SCH£0/IL£{) F'OR TWO FIILL IMJRK PAYS LATER. /4, THE OWNER ANO/OR APPL /CANT THROV6H THE OF:VELOPF:R ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN A/.L SAFETY OF:VICES, INCL/JO/NG SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMIN6 TO ALL LOCAL, STATE ANO FEDERAL SAFETY AN!) HEALTH STANl>AROS, LAWS AN[) RF:G/JLATIONS. /5. THE CONTRACTOR SHALL CONFORM ro LABOR CO{)£ SECTION 6705 BY SIJBMJTrtNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERN£{) AGENCY SHOWING THE OF:S!GN OF SHORIN6, BRACING SLOPING OR OTHER PROVISIONS TO 8E MAN OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROtlNI) 0/JR/NG THE EXCAVATION OF SUCH rRENCH OR TRENCHES OR OUR/NG THF: PfPF: INSTALLATION THEREIN, THIS PLAN MUST BE PREPARED F'OR ALL TRENCHES F'/11£ F'EET {5'1 OR MORE IN DEPTH ANO APPROVED BY THE CITY F:NG!NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION, IF [Hf PLAN VARIES [l(QM [Hf SHOR/Na SYSTFM STANDARDS ESTABL ISHEO BY THE CONSTR/JCTIO(II SAFETY O(ID£RS. Tl rL{ 8 CALIFORNIA 4f)M!NISTRATIV£ COOf. THE PIAN SHAl,l BE PREPARED BY A REG/STEREO ENGINEER AT TH£ CO(IITIMCTORS £XP£NS{. A C<JPY OF TH£ OSHA EXCAVATION PF:RMIT MUST BF: SVIJM!TTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL 8£SOURCfS 48£ DISCOV£e£.O WITHIN ANY MK ZONE DURING CONSTRIJCTION. (JP(NATIONS WILL CE'ASE tmr::ATfLY. ANO THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER, OPERATIONS WILL NOT RF:START IJNTIL TH£ PERMITTEE HAS RECEIVE{) IMIITTF:N Al/THOR/TY FROM THE CITY ENGINEER TO DO SO /1, ALL OPERATIONS CONOIJCTED ON THE SITF: DR ADJACENT THERETO, INCL/JO/NG WARMING UP, REPAIR, ARRIVAL, OEPARTIJRE OR OPERATION OF TRllCKS, £AJ'/THMOVING £()/JJPMENT, CONSTHIJCTION EO/JIPMENT AN{) ANY OTHER ASSOCIATE{) GRADING F:OU!PMENT SHALL BEL IMITED TO THE PERIO(J BCTIIIF:EN 1,00 A.II. ANO SUNSET EACH DAY, MONOAY THRU FRIOAY ANO NO EARTHMOVING OR 6RAOIN6 OPERATIONS SHALL BE CONOUCTEO ON WF:EKENl)S OR HOI..IOAYS, IA L !ST Of' CITY HOLIDAY$!$ AVAILABLE: AT THE: £N&INl'£!1JN6 bl'f>M'IMtNT COIJN1'l'!1,} 18. ALL DfF-SIT£ HAUL R()(JTES SHALL BE S/18MITT£0 8¥ 1'Hf CONTRAC[OR To Tiff CllY ENGINEER FOR APPROVAL 002 FULL WQ/fK(Na DAYS PRIOR TO {IEGINN(Na OF WORK, TH£ CONTRACTOR SHALL 8£ RfSPONSIQL£ (QR ANY DEBRIS QR 91¥1':f OCCURRING ALONG THE HAIIL &Q/JTE QR 4Q.IAC£N[ Sfflf£TS AS A fi£S{II..T Of THE GRAOING OPERATION. 19. NO BLASTING SHALL BE COINENCED WITHOUT A CITY ENGINEER APPROVE{) BLASTING PROGRAM, 20. THE EXISTENCE ANO LOCATION OF 1/TILITY STH/JCTIIIIES ANO FACILITIES SHO#N ON THE CONSTRIJCTION PLANS 11,f:RE OfJTAINED IJY A SEARCH OF THE AIIAILAIJI.£ RECOROS, ATTENTION IS CALLEO TO THE POSS/Iii.£ EXISTENCF: Of' OTHER VTIL I TY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION f)IFFEHENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS R£()UIR£0 TO TAKE DI/£ PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SH0/1/111 ON THE PLANS AN[) ANY OTHER EXISTING FACILITIES OR STRIJCTIJIICS NOT SHO/J!IN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING f'ACIL I rt ES /ABOVEGROUNO ANO IINOERGROIJNI)/ WITHIN THE PROJECT SITE SIJFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS Of' THF: CONSTII/ICTION PLANS IF IT IS FOVNO THAT THE ACT/JAL LOCATIONS ARE IN CONf'L JCT /Ill TH THE PROPOSEO WORK. 22 THE CONTRACTOR SHALL NOTIFY AFFECTED IJTIL I TY COMPANIES IS££ IJELOWI AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTIIIJCTION NCAR THEIR FACILITIES ANO SHALL COORDINATE HfJRK WI TH A COMPANY REPRF:SENTATIVC. UNDERGROUND SERVICE ALERT SDGBE PACIFIC BELL AOELPHIA CO/.N/JNICATIONS CITY OF CARLSBAO {STREETS ANO STORM 0/?AINI CARLSBAO MUNICIPAL WATER OISTRICT flJOOI 4.?Z-4133 flJOOI ff0-i"343 /800/ 892-0123 /76()} 438-7741 {7'6()/ 434.2981) tf60I 4311.z,22 CARLSBAD TRACT No. 01-05 ,oBK TO BE DONE !HF: IMPROVEMENT r,()RI( SHALL fJ£ P£RFOf{f,IE[) IN ACCOROANCE lf111f !HF: FOi.LOWiNG OOCIJIIENTS, CIJRRENT AT TH£ 7111£: OF CONSTRVCllON, AS 0/frECTE'l) BY THE CITY £N61N££R. STREET NOT.ES I. ACT/JAL STRIJCTI/RAL SECTIONS Will BE OETERMINEO AFTER "R" VALUE 2. TF:STS HAVE BF:EN CONOUCTF:0 BY A PROFESSIONAL ENGINEF:R OF THE STATE OF CALIFORNIA, PRINCIPALLY DOIN6 BUSINESS IN THF: FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARE!) IJASEMENT SOIL. THE "R" VALUE TESTS ANO TH£ ENGINEERED STRIICTVRAL SECTION MUST BE SUBMITTEO TO THE ENGINEER/N(J INSPECTOR FOR REVIEW AN{) APPROVAL A MINIMIJM OF TWO /21 etrY WORK!N6 DAYS BEFORE THE WORK IJE6/NS, STREETLIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, IJNOERGROUNO C()NOUI T H/JNS, SERVICE POINTS ANO HANO-HOLES SHALL EJE SHOWN ON THE "AS-8/JILT" PLANS. NO DIRECT BURIAL STREETLIGHT FOUNDATIONS WILL BE ALLOWED ALL L/JMINAIRF:S SHALL BE ·cur OFF" TYPE, 3. ALL IINDERIJRO/JNO UTILITIES ANO LATERAi.$ SHALL BE INSTALL£[! PRIOR TO CONSTRIICTION OF CURBS, CROSS GUTTERS OR SIJRFACING Of' STREETS. 4. STORM {)RAIN PIPE SHALL 8£ REINFORCF:0 CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350, FOR PRIVATE STORM DRAIN PIPES, VP TO 15" PVC MAY BE UTILIZF:0 PROV/OF:!) OEPTH IS LESS THAN 15 FEET ANO BACKF!LLEO WITH 3/4" ROCK PER $ORSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANOARO 3034 FOR SOR 35 SOL/{) WALL PIPE. ROCK BACKFILL SHALL BE IIRAPPEO WI TH MIRAFI 140 OR £OU/VALENT. 5. WHERE AN EX I ST ING PIPE L I NE f S TO BE ABANOONEO IT SHALL BE REMOVED WITHIN TIIIF:NTY FF:ET OF 8/JILOING OR STRF:ET AREAS AND REPLACE[! WI TH PROPERLY COMPACTF:O SOILS, IN OTHER AREAS THE PIPE WILL BE PLUGGEO WITH CONCRF:TE OR REMOVEO AS APPROVE{) BY THE CITY ENGINEER, ANO/OR THE GEOTECHNICAL £N61NF:£R. 6, Y,ff££LCHAIR RAMPS SHALL BE INSTALLED PER REOUIREMENTS OF Tl TL£ 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANOSCAP£ MANUAL B. FIRE HYORANT MARKERS SHALL BE PLACED IN TH£ STREF:T WITHIN TH£ LIMITS OF WORK OF THIS PLAN PER SORS OWG M/9. 9. ALL SURVEY MONIJM£NTS ANO POINTS THAT ARE 0/STIJRBED BY THIS WORK SHALL BF: RE-ESTABL I SHEO, PERPF:TUATEO, ANO OOC/JMENTEO PER THE PROFESSIONAL LANO SIJRVEYORS ACT. JO, TWO 12/ SETS OF SURVEY /CUT/ SHEETS SHALL BE PROVIDEO TO THE CITY ENGINEF:RING INSPF:CTOR. SElrE.8 NOTES /, SEWER MAIN AN[) APPURTENANCES SHALL 8£ CONSTR/ICTF:O IN ACCOROANCE WITH TH£ "CARLSBAO MIJNICIPAL WATER DISTRICT'S SEWER SYSTEM • [!£SIGN CRITERIA, STANDARD DRAWINGS AN!) SPECIFICATIONS", LATEST £{)IT/ON, ANO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (6R££N BOOK) 2, THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE Of VISION OF /Nf)IJSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL AOHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY OR[)£RS 3, BF:FORE ANY CONNECTION TO THF: DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL 8£ OBTAINED FROM THE DISTRICT. IT Ml/ST BE SIGNED ANO APPROVEO BY THE [IISTRICT'S ENGINEER ANO SUPERINTENOENT. 4, BEFORE C()NSTRIJCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERM! T SHAU BE REOU I REO. 5. TH£ C()NTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. I TELEPHONE NO. {760} 438-389I J ,ATER NOTES I. WATER MAIN AND APPVRTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RYLES 8 REGIJLATIONS FOR THF: CONSTRIJCTION OF POTABLF: WATF:R MAINS CARLSBAD Ml/NICIPAL WlffER !)/STRICT", OCTOBER 1993 OR AS AMENOEO. 2. TH£ CONTRACTOR SHALL OBTAIN AN F:XCAVAT/ON PF:fi'MIT FROM THE DIVISION OF !NOi/STRiA/. SAFETY AND PROV/OE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION ANO SHALL AOHERF: TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORNRS. 3. BEFORF: ANY CONNECTION OR SH/JT /XIWN Of' VALVES ON F:XISTING C,M,W.O. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W,O. OFFICE ANO Ml/ST 8£ S16NEO ANI) APPROVED BY !)/STRICT ENGINEER ANO DISTRICT SIJPER I NTF:Nl/ENT. 4. A PRF:CONSTRIJCTION CONFERENCE MEF:TING SHALL 8£ HELO A 11/NIMIJM OF 7 DAYS BEFORE CONSTRUCTION flEGINS, THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBII/J ENGINEERING INSPF:CTION 48 HOIJRS PRIOR TO BEGINNING OF CONSTRIICTION SO THAT INSPECTION MAY BF: PROV/0£0 (TELEPHONE NO, {7'60} 602-27'80/ f"OR SCHF:WL ING. 5. NO rREF:S OR STR/ICTI/RcS SHALL 8£ ALLOWED IN THE WATER LIN£ EASEMENT, ALL EXISTING rRE£S ANO STH/JCTIJRES SHALL BE RF:MOVEO PRIOR TO COMIIENCDIENT OF WORK . ANY EXCEPTIONS SHALL REOUIRE WR/ TTEN PERMISSION FROM THE {)/STRICT ENGINF:ER. 6 THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AN{) TYPE OF MATERIALS OF THE FIRE L !NE L<JCATEO flETWEEN THE NTECTOR CHECK VALVE ANO 8/JILOING SHALL IJF: lJETERMJN£1) BY THE CJ TY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIM£{) WATER MAINS ANO APPURTE'NANCES SHALL 8£ CONSTRUCT£[! IN ACCORDANCE WI TH THE "CARLSIJAJ) RECLAMATION R/ILES ANO R£6/JLATIONS FOR TH£ CONSMIJCTION OF flfCLAl/1£0 WATER MAINS -CARLSBAD 111/N!CIPAL WATER DISTRICT', OCTOfJER 1993 OR AS AMENOF:O. 8. ALL BURI£!) COPPF:R PIPING AN{) APPI/RTENENCF:S SHALL BE PROTECT£{) BY MEANS OF CATHODIC PROTECTION, IF DEVELOPER/OWNER CONDIJCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTF:CT/ON CAN BE PERFORMED IN ANOTHF:R MANNER, THE DISTRICT ENGINEER WILL CONSIOER AN ALTF:RNATIVE FORM OF PROTECTION. BtflRfNCE DRA1flNCS COl.l£6C 80tlUVARfJ .190-9, .190-9.4, ~ 7 1IW'F'IC SIGVAL S1RIPINC 405-~ ANO SICNINC BA$1S Of Mffl(NCS THC MSIS (F ilEMINGS mi !HIS IIAP IS !HE stXl1HfRL r lJN£ OF R.O.S. !6661, 1.£. N !F25'JT If PROJECT UJC4TIQN THIS PflO.ECT IS lOCA1ED lll'IHI/II As:Sl:s'Sm'.S PMCE'J. NO. 168-JI0-02, TH£ CAIJF'mNIA COORb/NA rE: INDEX OF' l'HIS PRO.ECT IS N Zlf}1 £ !i2£I LEC,fl QESCRIPTlON BE/NC A SlllllJ/IIISION (Jf' LOT 2 OF' IMP No. 14541. f1U1J IN THE Off1C£ OF TH£ C(}(INTY R£C()ff(O Of' SAil) COUNTY ON mJRf/ARY 12, 20(),J, Al.SO KNO#N AS LOT 2 OF er (J(J-(}2. CAI.A VERA H/1./.S VII.I.AGE 'W' DECLARATION OF RESPONSIBLE CHARGE I HEl/£BY DE:CLARE: THAT I AM THE: f:NGINE:ER OF IIO<?I(' FOR THIS PROJ£C T. THAT I HA V£ E)([RCIS£D RESPONSIBlE CH ARCE OVER TH£ 0£S!CN OF TH£ PRMCT AS OEF/N[!) IN S£Cl!ON 6103 OF TH£ B/JS/N£SS AND PROFESSIONS COD£, AND THAT THE DESIGN IS CONSISTENT llflH CIJRRENT STANDARDS. I /JND£RSTANO iHAT THE CHECK OF PROJECT ORAWINCS ANO SPEC/FICA T!ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE M£, AS ENC/Nm? OF WORK, OF MY RESPONS/8/UT!ES FOR PROJECT OE:S/CN. O'DAY CONSIJL TANTS, INC. 2710 LOKER AVENUE WEST CARLSBAD, CAI/FORNIA 92008 (160),9)1::l!fO ,J , ~ ffe ... -DAlr_l,i~ K£/1H W. HANSEN R. C.£ NO, 60223 EXP. 6/30/04 SIGN/NC AND ST.RIP/NC NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR All SIGNING ANO STRIPING. OlfNER/0.EVlflOPEB • CAL.AVERA HILLS II, LLC A CAL/Fa?NIA UM/TEO LIABILITY COMPANY 2127 HOOVER AVENUE NAT!ONAL CITY, CA 91950 (619) 336-3673 2. Sl6N!NG, STRIPING ANO PAVEMENT MARKIN6S SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANOARD SPECIFICATIONS {OAT£[! JULY /999 OR LATEST VERSION THEREOF!, THESE PLANS, ANO THE SPECIAL PROVISIONS. 3, ALL SIGNING ANO STRIPING JS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS 0/RECTOR OR HIS RF:PRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY OEVIATION FROM THESE SIGNING STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO Pl/BL IC ltORKS {)/RECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNS ANO STRIPING SHALL 8£ REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED Tim WEEKS AFTER INITIAL PAINTING. SIGNING SHALL /JS£ ENCAPSULATE{) LENS REFLECTIVE SHEETING /Hl6H INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEM£NTS, ALL STREET STRIPING ANO MARKING WITHIN A 500' PERIMETER OF TH£ CONSTII/ICTION PROJECT WILL BF: RESTORE[! TO A "LIKE NEW·' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE Cl TY INSPECTOR. 1, EXACT LOCATION OF STRIPING ANO STOP LIMITS LINES SHALL BE APPROVED BY THE PVBLIC WORKS DIRECTOR OR HIS R£PRES£NTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AN[! PAVEMENT LEGENOS BY GR/NO/NG, DEBRIS SHALL BE PROMPTLY RF:MOVEO BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALK SHALL 8£ FIELD LOCATED, CROSSWALKS SHALL HAVE ID' INSIDE DIMENSION IJNLESS OTHERWISE SPECIF/EO. If, ALL CROSSWALKS, L /Ml T LINES, STOP BARS, PAVEMF:NT ARROWS ANO PAVEMENT LEGENDS SHALL 8£ THERMOPLASTIC UNLESS OTHERWISE SPECIFIED, 12. FIR£ HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL AN!) SAN 01£00 REGIONAL STANDARD ORAWING M-/9. 13. All MEDIAN NOSES ANO FLARF:S SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BF: STANOARO SIZE AS SHOWN IN THE CAL TRANS TRAFFIC MAN/JAL UNLESS OTHERWISE SPECIF/£{). /5. SIGN POSTS SHALL BE S()UARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN 01£00 REGIONAL STANOARO ORAWING M-45, 16. Y,ff£N A S16N IS ATTACH£[! TO A POLF:, IT SHALL 8£ MOVNT£0 I/SING A STANbARO CITY MO/JNT!NG BRACKET WITH STRAPS. 11. EXISTING SIGNS REMOVE[! BY THE CONTRACTOR SHALL BE DEL !VERE[! BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WOf?KS YARO AT 405 OAK AVENUE, /8, STOP SIGNS STOP PAVEMENT L£6ENO SHALL NOT BE REMOVED VNTIL TRAFFIC SIGNALS AR£ OPERATIONAL OR 1/NTIL 0/RECTEO BY THE P/JfJL IC JtlJRKS DIRECTOR OR HIS REPRESENTATIVE /9. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/0£0 ANO INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO 8£ RELOCATE!) OR TO RF:MAIN. ~~·::T TO SCA~.F /!Nd,IA/eelf Or WO/fK l"Olf H/15-BUtt.ru Pl/If PPSe5 ONLY. .. ,d 1-IUNSAKER' il & ASSOCIATES 1 ~&-2.zt. ,,.N ()itGo,1Nc 1Q1 n HUt~NEKfNS ST. j / • ' f _ A N l'• \ l'i ,:; ~•'>' L''ECD, CA 9n21 ~ ~~/\! ~· ~ ~-/, ,, :i ~'-\ '~:_:,;; ~~,t~!~ / CITY OF OCEANS/OE CITY Of ENCINITAS -- "~'\) n l ~1/~'<,, '%"' !::i ':!s'.' <;$~ ~'it -~:I'"" • t:<p. 116-30-08 ~~ Cf,'ll 0fC - ,_ -"-··· - . J ,/ I I ./ /, CARLSBAI) lllJNICIPAL COIJ£, 2. CITY OF CARI.SBAlJ STANlJAROS. 3. THIS SET OF Pl.ANS. 4. 11f£ STANOARfJ SP£Clf1CA l!ONS FOR Pl/Bl.IC WORKS CONSTRI/Cl/ON (GREEN BOOK) 5. SOI/TllERN CAl.lf'ORNIA SOil ,k ll:STWC INC. INTCRIM R£POHT IJATEfJ: MAY 15, 1990, AND SOILS REPORT ANO R£COIIM£NIJAMS BY Gl'Osat.S INC, lJAlflJ: OCTIJ6£R 22, 1999 6. THE SAN 1)!£CtJ ARfA REQONAl STANOARtl ORA/IINCS AN!) AS HAY BE M(Jf)(R£l) BY TH£ CITY OF CARLSBAD STANDARDS. 1 CARtSBAD M.WJ). RlJl£S ANO RECIJtAMS f"OR CCWSlR/JCTION OF POTAB!.£, RECLAIMED AND SEWER SYSTEMS LA TEST RE'ASICN OF STANOAROS ANO SP£Clf1CA lKHiS. 8. Pl.ANNING COIIIIISION RESOl/Jll{N No. 5311, 5312, 5-120 !)Alfi) NOil£Jl8£R 20, 20D2. 9. CITY COlJNC/l RES(}£Ull(N No. 2003-184. {8ClfNQ DESCRIPTION DWG, NO. + STREET S/JRV£Y IIONIJM£NT. • M-10. P. C. C. 6 • CIJRB ,k CIJTlfR. • • • • • • • • • • • • • • C-2 • 6' CL/RB. • ••••••••••••••••••••• .C-1 •••••..•. P£l)£S'fRfAN RAMP (TYPE ,t 2 . . . . . . . . . . . . . C-27 • • •••• , . PBJESll?IAN 84RRICAOE. . • • • • • . • • • . . . . • . • • • • • • • • • • • • A.C. PAV£AIENT/ APP. BASE ••• , ••.••••••••.••••.••• , •• P.C.C. CROSS Cl/17£R ••••.••••••.•••..• C-12' P. C. C. SllJ£WAI.I( ( 4 ? . . . . . . . . . . . . . . . . . 6-1 • RcSINNTW. DRM'Ml!Y OPEN/NC. • • • • • • • • • • • c-u• SYMBOL f::, STREET LICHT (l(J(}-W HPS) 9,5f)(J ll/M£NS •••• E-1~ CITY CS-6, -27 ••••••. STOP SICN (R-1) W/ STOP DAR ,k L£C£NO •••••••••••••••••••••• OOIJ8t£ STREET NAM£ SICN (l>Sil). • • • • • • • • • • .l)S-13. • •••.•••• 8" P.V.C. SEWER ••••.••.••..•..••.• , ••••••••••••• ---•:,--- a• P.V.C. SEWER (C-!}(J()} ••••••••••••••••••••••••••••• ---•Y--- SEWER ACCESSHO/.E .•••.••••••••••••.• C.M.W.O. S-1 ----0- SEWE:R Cl.£ANOiJl' •••••• , •••••••••••• C.11.W.f). S-6 I . 1 l~--... :-0s 4 S£W£R lAT£RAI. • • • • • • • • • • • • • • • • • • • C,11,/11,f). S-7 • • • • • I I Iii/ 8' P. V.C. WATER MMtl (CJASS ISO). • • • . • . • • • . • • • • • • • • • • • • • -W-- 4• PVC RECtAIIIED WATER. • • • • • • • • • • • • • • • • • • • • • • • • • • • • --RW-- s• G41r 114£1!' ,k 114£1!' SOX ASSDf81.Y •.•••.. C.11.W.D. W-16 ••••• £NI) CAP ASS£i181.Y •••..••.•..•..•••• , C.JI.W.D. W-15 ••• , • FIRE HYDRANT ASS£Jl8£ Y . • • • . • . • • • . , . • . • C.M. W.O. W-12 • • • , • 2• Bl.OW OFF K4LVE ASSEJIBl. Y. • • • • • • • • • • • • C.M.W.f), W-6 2" AIR VACtJlJM "4LV£ ASS£Jl8t,Y (A.VA}. • • • • • • • C.JI.W.O, W-1 2• MANUAL AIR REl£AS£ (M.A.R.). • • • • • • • • • • • C.M. 111,0. W-6 I• WATER SE!MCE. • • • • • • • • • • • • • • • • • • C,JI. W.O. W-3 . . . . . 2• IRR!CI.TION /I/ATER S£IMC£ (15" IIET£R-51 (]PM 414K}. .C.M.W.ll W-4. ••• 1HR/JST Bf.OCI( ••••••••••• , •••••••••• CJ,ffl/fJ W-15, !6 ,k 19 •• SIIJ£WAlK IJNl)£RORAIN. • ••• , •••• , ••• , • , .fJ-21'. RCP STORM DRAIN (36J. • . • . • . . • . . . • . . • .0-6fJ • RCP STORM tJRAIN (24"}. ••••• , • • • • • • • • • .lJ-60 • RCP STORM l)f{AIN (l8J ••••••••••••••.•• 0-6fJ TYP£ 1'1' C/JR8 /NUT. •••••.•••••.• , •••• 0-2' CITY D!r-1· • • • • TYP£ 1'1-1' C/JR8 IMJ:I: •.•.•..........• ./)-2' CITY DS-1· • • • • IKJOIFltD TYP£ ':4" STORAI DRAIN CI.EANIJIJT. •.••.• D-9 • MODlf1£lJ nP£ "8-6" STOffll lJNAIN a£ANOl/l . • • • .D-10 • AD.A/ST TYP£ "!J-6' CUANOUT TO GllAtJE,. ••••••• D-10 • TYPE 7" CA 17:H BASIN • , , • • • • • • • • • • • • • .D-1 · MOlJlflEl) nP£ r CA 17:H BASIN. • • • • . • . • • • • .lJ-7 • ' AS /l(){)lf'/£f) 8Y CITY OF CAR!SIWJ STANt:IAHDS FOi? PfJ8IJC !IIPl?OIIE1lfJt + SORSO IINI.ESS OTHERWIS£ NOTm ----w-- t-----© i-----(j) .- 4, l l -------·---·---~-· ---· ------- -=~:::::@===ioo==--~ ·= ::::@=,lee~= ~=~:::.:I&] =-e DESIGNED BY: K.H .. J,S.T. DATE: QUANTITY 25 EA 8321 IF 632 LF ID EA 2 EA 135,158 SF 1,160 SF 43,100 SF 116 EA 15 £A 2 £4 6 EA 2821 LF fl /0 IF 14 EA 2 EA 114 EA 4189 lF 800 LF 9 EA 3 EA I I EA 7 EA 1 EA 6 EA 115 EA I EA 8.EA 196 EA 109 LF 1815 LF 814 LF 4 EA IS £A 12 £A 4 £A 1 EA 7 EA 2 EA NOV. 2002 c~~ ~~ESS1s DRAWN BY•SW, j(f. HC. JIOOSCAL-E: IS SHOWN ., 'fl, <".l "' '\ 1:, PROJECT MGR.: K.H. JOB NO,: 98-1020 "' -.,; NO. 60223 ffi s ~ EXP. 6/30/04 ,,:; 2710 lok9r Avenl.K, WN1. Cr-Iii Eng~ing ENGINEER Of WORK: * * Suite 100 Planning H-J ~ ~,v1• ~.,. Cm1ebad, Cot!fomia "92008 -... DATE: /2/j/J_:J ~Q:' ~LI,__, 760-9.:51-1700 $urveyit!g :1 :1 Fox: 760-931-8880 w. RCE: 3 CITY or CARLSBAD mm DIPAR'IBNT "AS BUil T" IIIQUIRBMINTS -j -'7' /l,r2 L NO. Of F.H.(S).J,Lf.FLO\V 1,00 r. P,M. OUT Of .,,j_F,H,(S). ~ Llrz/'D7 flUlG, SP!!fNKl,E!) HQ, , ,F,FtOW J!IOO G,P .M. I A'~ "'fl_['@:_f'ifh1(~N_i:.~tJ·OlfL DATE CARLSBAD MUNICIPAL WATER DISTRICT c~ f>41.r1--: 1:i.J,1 /tJ_'> VICINITY MAP NO SCALE NOTE!! £L£ClRONIC DA li4 FN.£S AR£ FOIi RUC1l£NCC '1,1'. Y ANIJ AR£ NOT n, IJE USED FOR ffOHIDJNTAI. OR VEll'f/CA/. S/JRl/tY CONTROL BENCHMARK: DESCRIPTION: STANDARD M-10 Sll?££T CEN1EIW.1NE fffll MONUMENT LOCATION: ctNT£RLIN£ OF El CAMINO REAL AT ENCINEIH'S STA 1TON 454+ 92 PER H.S 1800-1 RECORD FROM: CO/JNTY B£NCH LEVELS (NO. COUNTY 'IERT. CONTROi. 0A TA} ELEVATION: 68.4.19 OAT/RI: US.C & C.S ,,.,. ~~r,. & 1i ~ ,.p-~ c::i 1'1111 MIMM!J WIUJAM E. PLUMM DISTRICT ENGINEER R.C.E. 28176 EXP, 3-31-06 (l,f(),()8 .t'LM..j$"NS-SUIL.T". HcW e,17,W. REVISE SHEETS 3,5-7, "J, ID 8-//-06 KH '/1' REMOVE TRAFFIC CALMING MEASURES DATE INl11Al ENGINEER OP WORK REVISION DESCRIPTION G: \jobs\2002\981020\982Dwi01.dwg Dec 04, 2003 7: 5..3om Xrefa: 9820Wl DATE INmAI. OTHER APPROVAL REVIEWED SY: r t DAlE /4".M..J,. .Z :;!;(J •07 .il'ISPECTOR DATE I SH1ET I (;l'! l uF CARLSBAD I SH1EBS I ENGINEERING DEPARTMENT & ........ IIMI l'IJII t-WAlfllM HI/JS H Yfl.lAGC 'Jr: Till£ SHEET NOTES -t LEGEND :--,.,~ -:?I' APPROVED.:fY' ,.,, ; ~~ 'A --LLOYD 8, HUBBS PE 23889 EXPIR 12--31-05 CITY ENGINEER ,,¢~::, DAE ', ,.,,___ . ..,, OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:6~ C.T. 01-05 408-4 CITY APPROVAL RVWD BY: 011404 1 C ... ~ G) 0 .... .. ... CIO 0 co .I:. 2710 Loker Avenue West Suite 100 Cor!sbod, Coliforni<1 92008 760-93,-7700 Fox: 760-931-8680 Civil Enginee-ring Plonnin9 Processing SUrveying DESIGNED BY: K.H., J.S.T. DATE: __ NO\/, 2002 ___ _ DRAWN BY: BCO, KF. NC SCALE: >S SHOWN 122 GENERAL PLAN OPEN SPACE "l sAH "AS-BUILT ~ PROJECT MGR.~_K.H. -·· JOB N0.: ... 98-1020 _ ,f 'PNP £. MRRTI ,_ _______________ _, P. 4-8670 EXP.Ji,-30·tJlj __ DATE: It/ I/ /43 KE11H W. HANSEN RCE: 60223 I h ;,,.., I DATE ~ ~ ~ ----..c..... SAH 8 -~"' -0!!!!!!!!'!!"!"!!:I ~--"J%' iiiiiiiiiiiiiiiii( o· 100' -----50' 200' SCAII: 1" = 100' KEY MAP SCA/.£ ,. = 100' NOTE!! ELECTRONIC OA l4 FILES ARE FOIi R£F£RENC£ ONLY ANO ARE NOT TO 8£ I/SEO FOR HORIZON/Al OR 'IERTICAL SIJR'IEY CONTROi. BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERLINE UHL IIONIJIIENT LOCATION: CENTERL!N[ OF EL CAMINO REAL AT ENC/NEEJ?'S STA770N 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY 'IERT. CONTROL DATA) ELEVATION 68419 DATUM: 1/S.C. & C.S. ..... --·-• / 's-,-...,, _ _,,, -· ~· {(,fl).tJI, HI.M II!\ ~RS·IJUII.T6 , NFW 1:.0. W. DATE INITL'J.. ENGINEER OF WORK REVISION DESCRIPTION G: \jobs\20G2\98182C\9820Wi02.dwq Dec 04. 20C3 8:29am x,efs; 9520ASTR; 9820WSTR; 9B20Wl; 9820WMAP; 9820WUTL; 9820AUTL ~-.. ··, ....... <-/ DATE INITIAL OTHER APPROVAL DATE KEY MAP LEGEND &QfOSED SEWER. • •••••.•••••• .-s- ACCESS HOI..ES. ✓S4H No. 4 WAlE'R. • •..••••••••• . ---w- REClAIMfO WATER. • ••••••• RR£ lffl)RNff ASSY.. • • • • • • • SlR££T l.lGHT ••••••••••• - STORA( UIWN. • • • • • • • • • • • • = :::::S¥1: = SH££T NIIIHilR. • • • • . • • . • . • . fJO/JBl[ STR[fT NAIi£ SIGN (OSN}. • • SHEET INDEX 1 2 J 4-12 13-18 TITLE SHEET-NOTES ANO LEGEND K£YMAP STREET SECTIONS & DETAILS STREET IMPROVEME/1/TS STORM DRAIN PLANS PER 390-9 -s-- 0 -w-- -RW- :Sf} I S2ET I CITY OF CARI.SBAD ENGINEERING DEPARTMENT SHEETS 18 MIPIWM1,(£J(f PIMS RJII ~6G HIJS II 'lltJ.AII£ ~ KEY MAP APPROVED 8 I" -· ~ "'""" • • .s. ..._., LLOYD 8. HUBBS L;/..,11/"' l PE 23889 EXPIRE'!I 12-31-05 CITY ENGINEER oA'rE OWN BY: PROJECT NO. DRAWING NO. lNITIAL 7 ,-- Cll'f APPROVAL CHKD BY:~ RVWO BY: C. T. 01-05 408-4 VAR. 30' 3' 17' 1 o· VAR. 6" I 5' ~ 5.0 14.5' -I I l l I TA PER CR PLAN PCR I I ·~L er ~i ~l er ' w 0 0 ",() (L a. --- in I Cl) f-"' I ,") .. ' ~ ·,,1,,0 ~ ",,0 "o •. .,., er w z CL i--.. <( r--- <( _, ~ f-(L _J J (/) -~LllL___ __ g _g ----STREET CURB/WALK RETURN DETAIL CURB/WALK RETURN DETAIL 13' TD 10' PARKWAY NO SCA/£ 10' HOA LOT 8' MIN. VAR/£5 I 1 PFR P/AN,r=i'\ 1 *souNDWALt--1JT \ I HEIGHT PER PLAN 1 ... ~---.. .., , 1 I , I , 55' I I 1.1'.[_11 9• TrP£ '8-/' MEDIAN CURB\ 102' ROW 41' ENHANCED MEDIAN PAVEMENT 10' -.,j 0.: SO/JNOWALL !J' 5 , 1 5' 7 ""-' 1-'"--i--'""' '1H I I I .1'.[_ • !J' TO /J' PARKWAY GUTTER CURB tl WALK CUT/ER CURB ~ !rf w1- 'i!WALK ' . 5' o:->' 14' NO SCALE /) .. ' c .. ? PED. RAMP P£D. RAMP SIDEWALK DETAILS NO SCALE 60' ROW 17' 2.5 • AC PA VE.MEN f OVER APPROVED BAS£. (SEE ST. NOTE I) 2% 17 /J' 2.5' t\ *1j, j k-}A-;1 / •• ,;;;;;2%~0,"'5"• -l"9s,1 I-( ~!jEE LANDSCAPE \ 6 • TYPE "c" {TrP) '-s L5.: _j ,,.,> ~-PCC SIDEWALK w-6' TYPE 'C' CURB & GUTlER 0.5'--if- (TYP) TRAIL FSMT. PLAN FOIi DETAILS CURB & Gt/17ER CENTERUNE E1£VA7lON SHOWN ON PLAN * NOie:· WHERE SOIJNDWALL HEIGHT EXCEEDS 6' US£ 5' BLOCK WALL WITH REMAIN/NC HEIGHT TO 8£ GLASS. 2710 Loker Awn~ West Suite 100 Carlsbad, Colifornio 92008 760-931-7700 Falt: 760-931-8680 ClVil Engineering PfQnning ProcesMg Surveying DESIGNED BY: KJi .1 $T. DATE: NOii. 2002 DRAWN BY: BCO. l<F. NC SCALE: IS S!:l()WN PROJECT MGR._· ,.,,K.H.,.,.____ JOB NO.; 98-1020 DATE: /,Vf#..3, -------_.,., ., . ., RCE: 60223 "AS-BUILT " ~~~a.~,/~ ~QL. P, "' ,o,oe DATE REVIEWED BY: & 4.i.,. , . PAIN 'RB RED. THE WORDS ..,!,_ ' PARKING RR£ LAN£' SHALL 5' OR BE PAINTED ON THE HORIZONTAL & f---_.::,,-.:,.~---..+-t=-L .:;cP£~'R't'A:t.ZA~N!..-J.--i----.....!.::.!...!.--,,4==:,__-i VERllCAL S/JRFACE AT INTERVALS ...; 0.: I I tJ' Cf L-A PLAN 17 LI 1--5e..• ..... ""1."'5•-ill-l PCC S/0£ WALK OF NOT MORE THAN 25 FEET. L£l7ERS SHALL 8£ WHITE AND 5 INCHES HIGH. 60' ROW 17' r AC PAV£!./£NT OVER I ,---APPROVED BAS[ (SEE ST. NOie I}- 13' . 2.5' 2% -~:.,.,. ~ 6• TYPE C ~ CURB & GUTTER PLAINS WAY (STREET 'C,) • NOT£!! ElECTRaVIC DA TA Fil.ES ARE FOR f/EF£Rt:NCE 0NL Y ANIJ ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURftIT CONTROL BENCHMARK: DESCRIPTION: STANOARO 11-10 S!R££T CEN!ERLINE ltfll IIONUIIENT NO SCALE /(·/0•()6 ll'L.M I , "RS-BUIL.76 , AIEW t'.O.W. 'CAPE -LEVEL LINE -~~-,r'-t--, CURB ONLY,:;.__ PERC-1 -~ SECTION A-A PROV/OE LID WITH 3'-0' OIAMETER ACCESS OPENING. SEE SDRSD 0-10 FOR REINFORCING AND DETAILS 6' OIA. 6' J' 1/ ;..., MARCON PRECAST ACCESS HOLE SHAFT OR EOUAL NOTES: !. 5££ SDRSD 0-10 & D-11 FOR AODITIONA! DETAILS &: NOTES 2. X,,6' Y,6' Z 6' MODIFIED TYPE ,'B-6', CLEANOUT NO SCALE I SJET I CI'I'Y OF CARISBAD ls1asl ENGINEERING DEPARTMENT MlfllifM1IIDl1' PWIS RJfl aflA..-iac HIUS H Wl.iAfi£ Y: SECTIONS 4" DETAILS APPROVED ,3;' -• ~~ • • ---LLOYD B. HUBBS _ 1.;;r/1~...e.:f PE 231389 EXPl~S 12-31-05 CITY ENGINEER ---D E ... LOCATION: CVITERI.INE OF EL CAIi/NO REAL AT ENCINEER's STATICW 45.f.+92 PER RS 1800-f 8·/1-06 Kl+ Jo\ TIIAl'F/C CALMING M£/1'3URE5 ilv✓JA</ I~ DWN BY: PROJECT NO. DRAWING NO. RECORD FROM: CO/JNTY BENCH LEVELS (NO. CO/JNTY VERT. CON !ROI. OA TA) El£VATION: 68.419 DATU/I: IJ.S.C. & C.S. DATI: !Nff!AL ENGINEER OF WORK REVISION DESCRIPTION G:\jobs\2002\981020\9820W103.dwg )ec 04, 2003 8:08am X.i-efa; 9i320w1 DATI: lNfTiAL DATE CHKD 8Y·G0"' OTHER APPROVAL Cr!Y APPROVAL RVWD BY: rn C.T. 01-05 408-4 J ) ;j l ' ' 011404 WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE LOT WATER STATION SEWER STATION IE UNDERDRAIN STATIONS 15 l2+50.00 12+40.00 IE @ I' 12+3234, SHEET 5 711 12+1500 SHEET 5 'LAY 'Y FLAT r■ l-!UNSAKER 1 n -' SS''-1Cl •·1~S cr l,,. L ., H t,, >, A N £1 l £ (; (\, ' 'i C l()1,9 'itl/oi'IN[~i:HS 5[ f' i, AHN 1 ),j G ~"£'-.lff;l);CA.91111 tN(l!Nff!l!NC f'H{!Vi~\'i~/MSOO SUJl:Vf"fiMC Pi(fl5fil55.lH4!A 27"0 Loker Avenue West S1.ite '10G Corl:ib<id, Co!ifornia 92008 760-931-7700 fox: 760-931-868C Ch•;1 C:ngineering Planning Processing Surveying 10 11 SCALE 1• = ,j()' "AS-BUILT 2 .4.,/l'Y 4d PROJECT MGR.~: "K"~.H~. --JOB NO.: 98-1020 ~pl.. MilRTIN DESIGNED BY: K.H., J.S.T. DATE: NOV. 2002 DRAWN BY: BCO, KF, NC SCALE: 1" = 40' 1------------------1 P.E.'4-8670 EXr. 4i·30·08 ENGINEER OF WORK: RlVIEW>D BY: DATE: *' ~t:~'--l..,._ RCE: 23 INSP[ OR " /nloz D/ITE 2 •2C•Oj DATE 12 ELECTRONIC DA Iii RLES ARE FOR REFERENCE ONLY AND AR£ NOT TO BE USED FOR HORIZONTAL OR V£Rl/CAL St/RVEY CONTROL BENCHMARK: DESCRIPTION: STANDARD M-10 STR££T C£NT£RL!N£ WELL MONUMENT LOCATION CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STA l/ON 454f92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVElS (NO. COUNTY VERT. CONTROL OA TA) ELEVATION: 68.479 DATUM: U.S.C. & C.S. o' 10' ' 40' NOTES: U) EXIS11NC 8" PVC SEWER 98+84.58 @51' LT PER 390-9. REMO'IE 8' PLUG AND JOIN 1£ 169.25 [1J TRAIL PER 390--9A LlJ SEE TRAmc PLANS 405-48 FOR TRAFFIC SIGNAL, STRIPING, ANO SIGN/NC OF THIS INTFRSECllON. (!) INSTALL DOUBLE STREET NAME S!CN WITH R-1 ' "STOP SIGN' & "STOP" LIMIT LIN£ & ''STOP" LEGEND PER CALTRANS STD. A24E & A24D THIS WILL BE FOR THE INTERIM llME UNTIL THE TRAFFIC SIGNAL IS INSTALLED & OPERATIONAL CENTERLINE DATA ~NO DELTALBEARING RADIUS TANGENl LENGTH I N 12'37'!7" E 2 t:, = 887103" 47.00' 4575' 3 N 15'49'45" W CURB DATA 15586' 1256' 31.41' ~N~ DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 5 6 1 8 9 10 II 2 N 19'41'40 W S 16'5l'29" £ t:, = 927503" t:, = 90'31 '14• N 12'37'!7" E N 72'37'/7" E t:, = 23:JJ'.23" t:, = 135'33'49" t:, = 88'2 7'03" t:, =23:J3'.23" N 75·49'45" W D. ELTA/BEARING _, '"'""'' , .... ·--""" N36'51'42"E N/5'49'45'W 3500' 3500' 63.00' 5700' 63.00' 3.08 JOO 5635' 5530' 47.43' 16.52' 2590' 134.86' 50 49' 2590' 28.49' TYPE "c' CVRB & CUT/ER , n • • SEWER DATA RADIUS LENGTH 183.42' 51.41' REMARKS ------. ------ 8" PVC C-·900 WATER DATA NO DELTA/BEARING RADIUS LENGTH REMARKS I S72:J7'17'W 160.84' 8" PVC~ CL 150 HC 446 C 900 2 N/5'49'45"W bo.88 • , RECLAIMED WATER DA TA Nd DELTA/BEARING RADIUS LENGTH REMARKS I s12'J1'1 rw 143. 40' 4" PVC ~ CL 200 HG 384 C-900 2 Nl5'49'45"W 84-.35' " " l 5££ Sf/£ET No. 13 FOR STORM DRAIN PLANS ) >------+--+------------+----+-----_--__,--_---------+--_-__,----I S4HEET I CITY OF CARLSBAD I SH1EBETS I ENGINEERliJG DEPARTMENT :==::'..'.::==========::'..'.::=~ /l,f PHOY£1,f£NT Pl.ANS FOH CAlA YEH.4 HILLS II V/LlACE 'W: O----+---+-------------------+----+----f---4---------- -----+----+--------------------t----+----+--f-f----1 - RICH F/£LO OR/VE COllEG£ BLVD. TO STA 12+59.83 APPROVED 8Y" A < w ~ H::4tp,(, J"l,,,,C: LLOYD B. HUBBS 1,Afll,.,"J PE 238896"EXPIR£ 12-31-05 C!TY ENGINEEi! -DAf[ /l·ltJ.·fl4 ---Rl I'/ /1:, 11R_S·IJ.lllLI_11,~M_'lii'_W __ e_._o_. w._. --------+----f----+-----1----1 ;:o;:,=N=N:::;:BY=,== -~ =-===~=_::.-;:::==P=R=o=J=E=o=r=N=o=. =::::;;::D=R=-A=w=1=N=G=N=o:::::;·. DATE !NIT!AL DATC INITIAL DATr. INITIAi... CHKD BY· (;vf" ENGINEER m-WORK REVISION DESCRIPTION OTHER A?PSOVAL CITY APPROVAL RVWD BY: T// C. T. 01-05 408-4 G. \pb \'.:'CCi\9j1 O.LU\%'.WW 04-.uwq Gee 1 :.i, LUUJ -5: lbptr :vets: ?,.')/OASTR: 9RJ(;;UTI; 9?.?0W: 987f:wstr; 9?17'.lwu;I; :1P.?Owm::ip; S8/,J\'PFO 011404 ---+--+---+-'--'~~l-'-+-'--~~~~~--~: +-±-c±c+ct+-++++~~~~~ +--'c--1-· -----t--t---t 1--- .J ' i -I ' T I I ··: ' j ' I l i . I 1· I ' I t. ' I I I -- j I l I r l I ' ,. I ' ' ' ' liUNSAKER & ASSOCIAT~'i / s A g n i r c o. ! ,.. c. j_f 10119 KtJeNNi:M:N& F, P \, A N N I N G SAN O!ro), CA 9:!1 «1 t N G HH [ R i f. S f'l-ilASa:i SS({.45()(> SU R \' ~ V 1 I>< G ~ ~§!'tt.-Nt4 r ( ) ) ) ) ) I 12 15 ' . I -- . ' -'" i i ,_ I 14 I L - I 120 H.QA, OPEN SPACE 13 IJ 2710 Loker A\o'enue West Suite 100 Corlsbod, Colffomio 92008 760-93i-7700 Fox: 760-931-8680 ~ -.... -;. 'e. ~ ,., Civil Enginff"ring Planning P~ssing Surwying ~ ,!J. "' ~ I -l-+-+--l--+=-r=-+-H-----,--j~7'1"'-:t,;---4---+----t-c-f-:--+--'-'--t---:t-t----,--c-i------t:----t---;--t~-i -__ -' ---1 -I -1 --t -1 12 t-. I ---. t· - 14 -it: -.._ l .._ ... -... "' "' Bl !OS ½ i,, ~ "' '<i ~~ 1 -~-,.. "l ,__ ,-., 18 ' --1-. ff -"" .,_ "' "' ~ t " "> <:, ~ !;j I ~ ~ '-' 15 10 I I I - j ' --I 16 PLAN-RICH FIELD DRIVE !iCA!.E!"• ,f(J' "AS-BUILT DESIGNED BY: K.11.. J,S.T. DATE: NOii. 2002 DRAWN BY:_ BCO. KF, NC _ SCALE: 1• = 4Q'__ Q _/ ~~ PROJECT MGR._-=K.H='--JOB NO.: 98-1020 R~1CMR!fTIN ~-------------------1 P.E.48~70 EXP. f,·'$0·08 ENGINEER OF WORK: __ I/_ dw-·. {_" ff~•~• :::__~oAr~E,;,~th~'/t>3~ ~~ RCE: 60223 REVIEWED BY: fl !J'i,Cv,.A..tt, l v, PCTOR I I 8 22 " /:a/47 DATE l I j I I . _r_: 17 5 -- 23 4 NOT£!! -I i 18 EU:ClRONIC OATA Rl£S ARE FOR REFFJIENCE ONl Y ANO AR£ NOT TO BE I/SE[} FOR HORIZONTAL OR 'IER TICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANOARO M-10 STREET C£N1ERLIN£ Will. MON/IAl£NT LOCATION: CENTERLINE OF El CAMINO R£AL AT ENCINEER's STATION 454+92 PER RS 1800-1 96 RECORD FROM: COUNTY BENCH LEVELS (NO. COIJNTY VERT. CON lROL DA TA} ELEVATION: 68.479 DA T//1,/: IJ.S.C. & C.S. -I ' I 97 19 -, f I -] i i • _j I :j 1 LOT 10 If 12 Cl/RB DATA "Nd " ~. DELTA/BEARING RADIUS LENGTH REMARKS ------ I N l5'1945" W 11520" TYPE: •c• Cl/RB & CIJT7£R 2 N 15'1915" W 11520" • • J t::. = 30'167 3· 317.0(J' 170.24 • • 4 t::. = JOWi 73• 283.0(J' 151. <»< • • 5 N 14'56'28" E 90.94 • • 6 N 14'56'28" E 18fi64' • • 1 t::. = 01'22'l5. 1483.0(J' !90.78' • • 8 t::. = 07'29'()()" 1517.0(J' 198.13' • • SEWER DATA * DELTA/8£ARING RADIUS LENGTH TANGENT! REMARKS I Nt"'l0 'A•·w 115.?n' 8-Pl-t' C 900 2 t::. = u19 ro· JOO.IJO' 14.97 37.68' • # .J t::.=16'27'!0. JOO.IJO' 86.15' 43.37' • • ,, N/4'56'28"£ !32.90' • • 5 N14'S6'28"E 56.14' • • 6 A :Q1'2(J '(J(J" 1500.()()' 195.91' 9/J.10' • • WATER DATA INOI DELTA/BEARING RADIUS LENGTH t REMARKS 1 N15'197s"W ,,. ?fl' 8" PVC ~ Cl 150 HG #6 C 900 2 t,.=J0'16'1J" 29().(J(J' 155.14' 19.80' • • .J Nf,f'lfiG'':JJf"E 1-11.=' • • 4 N14'56'28"E: 48.35' • • 5 A=07'29'()()" rs1aoo· 197.22 98.75' • • RECLAIMED WATER DATA DELTA/BEARING --------···-·---. ----- h¥ RADIUS LENGTH ~ REMARKS N15'49'45"W 11-~. m' 4' PvC ~ a 200 HG 384 C 900 2 t,.=30'46'!3" 307.(J(J' 164.87' 84.48' • • ----· ---·----·------J N14'56'28"E: !§.i.64' • . 4 !,,: , . 1493.00' !02,06' 51.05' • . CENTERLINE DATA RADIUS T LENGTH 1 N 15'19'15" IV --115.20' 2 t::. " JO'l6'!3' JOO_(}/)' 82.55' 161. !I' 3 N 14'56'28 E !89.65' 4 =O 00' 98.10' 195.91' WATER/SEWER/SIDEWALK IJNDERDRAINI SERVICE TABLE WATER STATION SEWER STATION UNDERORAIN STATIONS l5+40.00 15+30.(J(J !5+23.08, !4+91.22 !4+88.27 14+78.50 14+72.7J !4+46.12 l4+J1.09 l4+28.76 l4+21.-17. 13+95.19 ; 1~1!111/IJ."7'73.1 ;;;;;;;; ......... -13 13+86.58 13+74.04 13+43.58. 13+72.04 14 13+09.95 12+89.0IJ' 12+85.00. IJ+J?.00 15 SHEET 4 SHFIT4 SHFIT 4 l2+79.45 D' 10' 40' !6 1J+48.00 13+J8.(J(J 20 ----80' 17 !4+11.09 /3+79.04 18 15+00. 00 14+42.26 SCALE: 1• = 40' 19 15+76.00 15+57.00 NOTE ORl'IEWAY lf!OTff IS 16' 1/NL[SS NO TEO O Tff[Rlt!SE ~20 16+.JJ.OO !6+23.00 21 16+89.00 16+46.24 22 17+35.72 l7+25.79 23 17+80.92 17+73.04 24 !8+31.18 18+21.18 25 18+78.71 18+7!.1! 26 SHEET 6 SHEET 6 93 19+0000 18+90.(J(J 111 12+75.00 NM 'LAY 'Y Fl.AT r'r--y---v-----..---.,--..__ll5.~--~~~ (( CQNSTKUCTJ/JN NOTES-STKEET Ll6HT9 \ 'f 0 l1TILl7f SERYICE POINT 7/fRNBFO/fME/f. ) " VE/f/FY EXRCT LOCRTIOAI. : "--'"'---·--'-----''--/'------'-.........-,,· '---~-'----~ 13-1-10111 13+53.00 13+6010 1#01.05 14+38.02, 1#72.73 15+26.01, 15+71.00 15+87.00, 16+25(}(} --16+4.J.-f.1, l6+84.00 16+99.41, l7+43.00 ____ 17+48. H 17+92.00 17+91.22, 18+40.02_ --··· 18+46.00, 18+93.0! !8+99.98, SHEET 6 !iHE<T 6, 18+83.01 12+14.00. 12+83.00 ( SEE SHEIT No. 14 FOR STORM DRAIN PLANS ) I SsHEET I CITY oF CARLSBAD I SH1EaETS I 1-----1---1-------------------+--+--+---+---; ENGINEERING DEPARTMENT 1--------+---+--------------+-----+--+--+---t IMl'litN'DID/1 l'WIS RJII CAtAlllllf HIJ.S H WI.JMlC ~ 11R6·8UllT" NEW E.tJ.W. REMOVE TRAFFIC CALMING MEASURES OAJE lNIT"°'L ENGINEER OF WORK REVISION DESCRIPTION G· \jobs \2C02\981020\9820WI05.cwg Dec 04. 2C03 8: 2:2am Xrefr: 9820Wi; 91320WMAP; 9820W$TRj 9820WJTL; 9820VIPf\G DATE INITIAL OTHER APPROVAL !N!TIAL CllY APPROVAL RICH flElO OH/VE STA 12+59.IJJ TO STA 1!J+21.70 PROJECT NO. DRAWING NO. C.T. 01-05 408-4 011404 091406 C,11 a -00 I I I ' -1 I I I I I I r HUNSAKER t. & ASSOCIATES /.._ ~ A N O ! f (; 0, l NC I,~ ,oin Mll&4NrKtNS.1r.. • l' t ANN l N (i MNOlfCO,("',A',i~H1 r· f N {; IN € UI.; N (; ~ {~ 5$$4.WO . I '"'..c" ... '.c.v.;;."cc' ... ".;;.f' ... -"' ... -::::-::.--='::::"---.....l ) ) ) ~ 18 I { J -J f!J 26 --1 -• ' - 27 92 --, . ,!'. . --_, ·-1 -,,. ·.: -__ .. ' ... ! 20 91 28 ,.,..---v---v--,~,,~,-~v-y--,~,,.-,,~·_...,~ (~ CONSTRUCTION NOTES-STREET L/61/T.S ''\ t ?i(!) UT/I.IT-Y SG"V/Cl: ""_ '()/NT TKHN,-'SrOJfMl:K. ) '\...:::: Yl:/f/FY EXRCT t.OCRTION. 1 '---~✓'------"""---"~___..-,~~>-,,._..,-X.~--"''-·,->-.,-~,#·'--._./~ 90 21 29 -~- ; :::1: -1 .. "'"' ,l.' - _I l-- 21 89 JO L -----------1---j---1 ' I - ' 88 SCALE 1" = 401 . t., __ I I --- ---1 - f 22 87 " I -I· "' r - ' ' : r- ' ' ' ' I -. ---' ----+ , __ I I -! _7 1 f---------'----++-t----+---t : I_--t -r 86 JJ I J I - 23 84 NOTE!' ELECTRONIC OA Ill fl/IS ARE FOR REFERENCE /JNL Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTRQL "AS-BUILT c~~;i, DESIGNED BY: K.H., J.S.T. DATE: !KN. 2002 ~P('~a.i.._ BENCHMARK: DRAWN BY: BCO. KF, NC PROJECT MGR.: K.tl. s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~~-Carlsbad, California 92008 Processing 760-931-7700 Surveying Fax: 760-931-8680 W. HANSEW SCALE: 1· = 40' 98-1020 JOB NO.: R ~I) l.. MRHTIN oe P.E.48 70 EXP .. i~l'Q· ______ REVIEWED BY: DATE: J#(/,3 1~Z~RIM~-----·-·--·-· RCE: 60223 -1)2/4., DATE Z•2o ,07 DATE DESCRIPTION: STANDARD M-10 STREET CEN'Tl:RLINE WELL MONUMENT LOCATION: CEN!ERUN£ OF El CAMINO REAl AT ENCINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTRQL DATA} ELEVATION 68.419 DATUM· U.SC & CS. I 25 (l.f{)-()f, lflM ~-B-)f-nt. k'ff DATE INITIAL ENGINEER OF WORK I i ,- 1 I t t+--+--~ ---+-+--+- NO!E: DRIVEWAY Hl[J!H IS 16' UNLESS OTH£RllfSE NO lll) ,o,h1111111J.71?31iiii.i== ..... - o· 10· 40• 20 80' SCALE: 1· = 40' ·--·-. _j p "R6-8Ull.78• NEW E.O. W. , t\ REMOVE TRAFFIC CALMING MEASURES REVISION DESCRIPTION G: \~cbs\2002\98D2C\9E20W103.dwg Dec 04, 2003 8:27am x--e;s; 9820ASTR, S320A:JTL, 98LOW1; 982DWMAP; <J82.0WSTk, 'i:l82UWU1L, 882Dwo'c CENTERLINE DATA tlQ) DELTA/8£ARING RADIUS TANGENT! LENGTH I N 07'2T'28-E ----32636' 2 A = 42V5'.J8" 300.00' 115.44' 22040' CURB DATA ,NO DELTA/BtARING RADIUS L£NGlH REMARKS 1 N 07'27'28' E 126.36' TYPE "C" CURB & WTTER 2 N 07'27'28" £ 326.36' . . 3 I::. = 42'05'18" 283.00' 207.91' • ,, --4 A = 4.lJli..'m" 3{7,tKI' 2J/J.Fl9' . . S£W£R DATA ~ DELTA/BEARING RADIUS L£NGlH TANGENT! REMARKS I N0TZ1' r7:: 28.30' a-PVC SORJ5 2 N01"21'28'E !ff~nn' • • J NOT21'28'E 11{07' ,, • 4 A~IY44't7" JOO.(JO' 71.93' 36.14' • • 5 "-28'2!'21' J00.00' 148.41' 75.79' 9-pev C-900 WATER DATA RADIUS 8 Pit' ~ Ct 150 HC 446 C-900 370.00' ll • WATER/SEWER/SIDEWAU( l/NDERDRAIN SERVICE TABLE LOT WATER STATION SEWER STATION UNOERDRAIN STATIONS 011404 ---- 26 !9+4!.10 l9+26.70 SHEET 5. 19+37.00 27 19+95.00 !9+85.()() 19+56.00. 19+92.00 28 20+57.20 20+40-00 20+10.70. 20+54.00 29 21+15.()() 21+05.00 2o+6919, 21+10.00 091406 JO 21+60.00 21+50.00 21+24.00. 21+6900 JI 22+11.19 22+01.19 21+76.00, 22+1900 32 22+63.40 22+50.00 22+25.00. 22+6/i.62 33 2J+10.93 22+95.4.5 2Jf!2.81, 22+71.74 __ " ___ 3# 23+50.00 23+40.91 23+55.02. 23+15.78 ----J5 23+93.64 23+84.54 23+99.0,], 2.Jf5991 .J6 2#+.J6..J5 2-1+27.26 2-l+-0.04, 2#04. !I 37 24+6.f.34 24+54.34 SHEET 1. 2#+-1924 84 24+50.00 24+12.69 24+09JJ4, SHEET 7 85 23+97.15 23+34.f/1 2J+J1.14. 24+00.97 86 2J+IJ.9J 22+56.2J 22+53.03. 23+22.95 87 22+/.2.2J 22+24.'15 21+99.00. 22+46.05 88 21+88.00 2!+78.00 21+4828, 21+92.00 89 2!+30.{JO 21+21.00 20+99.00, 21-1-41.85 !JO 20+89.()() 20+79.00 20+45.00. 20+81.00 9! 20+25.00 20+15.00 19+91.00. 20+38.95 92 !9+80.00 19+70.00 l9+37.00. 19+13.00 . 9J SHEET 5 SH££15 19+31. 42. SHEET 5 'I.A Y 'Y fl.AT [ SE£ SHEET No. !5 FOR STORM lJRAIN PLANS ) I S6ET I CITY OF CARI.SHAD SHEETS 18 ENGINEERING DEPARTMENT IJHlflrM1l£NT PWIS RJR CAU ... HfUS H Vfl.lMJC Y: RICH FIELD ORIV£ STA 19+21.70 TO STA 24+68.47 ----APPROVED Qr --~' •,1 f_•/t.. LLOYD 8. HUBBS 1,¢a,/~::i'. PE 2388 EXP! S 12-31-05 CITY ENGINEER DI\: E 8,r17/,., L77 DWN BY: PROJECT NO. DRAWING NO. DATE INIT!AL DATf; INITIAL CHKD BY:~ C.T. 01-05 408-4 OTHER APPROVAL CITY APPROVAL RVWD BY: ~- I i -i -i i I 1 --. ----V ·-+-+--f-- I i I I r I T I . 24 25 I r r· \ HUNSAKER & ASSOCIATES ·.). S~/11 O!tCo,,~(:. 101lS-HU€NNfKtNS \T I' t I, I<; N 1 I" G SANOifO:l,G\'f.lf'll £"4G!N€tRJNG j:1,1-ffl%W~~ su 11 v c Yi N r: FX ro;mssa-u14 ) ) ) 83 ~ ~~·-.. ,... ~~ ~-.--'I. ~ 82 '-.0·~ ',-'"" .,,_ "' ~ 37 38 ,~✓~, s 2/':U Lcker Avenue West. Civil E.ngineerinq Suile 100 Pkmninq Corisb<id, Colifornio 92006 Processin,;; 760-931-T?OO Survl:lying rax: 760-931-8680 26 39 120 H.O.A. OPEN SPACE 27 28 44 5' CM!RGENCY OVERFLOW EASEMENT P£R DOC. NO. I/EC. PR 04- PLAN-RICH FIELlJ DRIVE SCALE 1• = ,f()' " "AS-BUILT DESIGNED BY: K.H.,_;/,S.T. DATE: _J,!OV. 200_1__ ~N~{ ~?r:N~ DRAWN BY: BC(), ~,NC SCALE: --_j = ____ =:: _ -~~----,}z./o? PROJECT MGR., K.H. JOB NO.: 98-1020 I P.E. 48670 t::XP. l,-30·06 DAT:. ENGINEER OF WORK: REVIEWED 8Y1 t I g;,11...,. ...... ---0fJtt-";<AC l,N\C _...._ .z. ·'%.Q·t11 KEITH 1/1, HANSEN !NSPiCTOR DATE 75 I ·1 ' l I I ! I i I. ' ! I I , I ----r-+· t-I i I i I I 29 30 31 74 45 46 o· 10· 40• 2or· 80' ~ NO! I 2 3 4 5 I 2 3 4 5 6 1 CENTERLINE DATA (No) DELTA/BEARING RADIUS TANGENl LENGTH I N 34'.38'/0" W 65.22' 2 6 = 50"4l'2I" 200.00· 94.73' 176.94' J N 16'03'11" E !50.2/' 4 J:,. ~ 2!"47'57" 200.00' 38.5/' 16.09' 5 N 05"44 '46" W 83.12' CURB DATA (No: DELTA/BEARING RADIUS LENGTH REMARKS I N J4:f8 1IO" If' -···-· 65.22' ti?{ "c'' CIJRlJi(;[JfriR 2 flJi'JtFio"Ti/ -·· ·-----6522' --;··-;------ 1 b. ; 50'41 'ii" ' 211.00· ·-i.91 . .98' • ,, · · · 4 t, = 50"4l'21" 183.00' 161.90' • • 5 N l6'03'1/" E 150.21' • • 6 N l6VJ'I/" E 150.21' • ,, 1 6 = 21"41'57" 183.00' 69.63' • • 8 6 = 21"47'57" 211.00' 8256' • ,, 9 N 05"44'46" W 10 N 05"44'46" W 8112' 83. 12' SEWER DATA DELTA/BEARING RADIUS LENGTH TANGEN' REMARKS NJ4:J8'/0"W 65.22' 8" PVC C-900 t,=39'03'02" 200.00' 136.J/' 10.92' 8" PVC SOR J5 t, =!!'38'/g" 20000' 40.62' 20.38' • • N/6'03'1/t 150.2!' ,, ,, t,=0579'27" 20000' 19. I 7' 9.59' ,, ,, t,=l6'18'29" 200.00' 56.93' 28.66' ,, • N05"44'46"W 83./2 ,, ,, WATER DATA DELTA/BEARING RADIUS LENGTH TANGEN REMARKS N34'.J8'10'W 65. ??' 5• Pvc "' a 150 HG 446 c 900 6=50"4121" 190.00' 168.09' 89.99' . . N16VJ'!!"t: 150.21' . • 6=2l"47'57" 210.00' 79.90 40.44' • . N05'44'46"W 83./2-. • WAT£R/S£W£R/SID£WALK UND£RDRAIN S£RVIC£ TABLE LOT WATER STATION SEWER STATION UNDERDRAIN STATIONS 37 SHEET6 SHtET6 24+90.00, SHEET 6 38 25+30.00 25+20.00 24+94. 80, 25+41. 92 :I9 26+40.36 26+00.00 25+56.00 26+45.00 40 27+00.00 26+88.23 27+35.00. 26+95.01 41 27+60.00 27+50.00 21+40.00. 27+81.81 42 28+!0.37 28+00.:Il 21+94.00, 28+41.88 4:I 28+85.00 28+74.40 28+46.88, 28+88.04 44 29+07.95 28+91.95 28+93.98, 29+31.00 45 29+60.00 29+50.00 . _ 29+ 35. 96, i'9+8237 ""' -------"' ---... 46 SH££T 8 SHEET 8 _ 29+§6.35, 30+18.00 ' 75 28+94.62 28+66.60 .... , i'8+61.93, 29+31,(}{) 76 28+22.00 28+12.00 28+08.00, 28+51. 42 77 27+68.00 27+58.00 27+54.00, 2ti+0225 78 27+22.00 27+1200 27+01.96. 21+49.42 79 26+65.00 26+58.31 26+72.00, 26+91.22 80 26+2560 26+15.60 26+29.00, 26+52.54 81 25+84.05 25+74.05 25+16.22, 26+08.00 82 25+61.88 25+50.00 25+ 21. I 5, 25+65 02 83 25+1266 25+0266 24r78.l5, 25+2200 84 SHEET 6 SHEET 6 SHEET 6. 24+12.00 *LAY 'y' FLAT SCALE: r• ~ 40• /),,_,/"\.,,...,,,.,,.....,~ ~--..~~ ( CONSTl?IJCTION NOTES -ST/fEET ll6HT6 ') r (j) UTIL/1Y 51:KY/17£ POIN7 7KRNSFOKMeR. I NOTE: DRIVEWAY llfDTH IS 16' UNLESS NOTED OTHERWISE NOTE!! ELEClRONIC DA TA FILES ARE FOR REFERENCE ONi V ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERIICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE Hru MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT £NG/N££R's STATION 454+92 P£R R.S 1800-1 RECORD tROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL OATA} ELEVATION: 68.479 OAT/JI,/: /J.S.C. & G.S. 't VeKIFY EXRCT l.OCRT/ON. _,,; ...... ~'--"'--'\.......,\........,,' \..-,-"--'\....,,-"-..A_/\......~ ....... -----------------------------------------------.... ------------- ------------------ f(,/tJ•()• RLM' 1 \ 8 R9-8UILT11• Nl:W 1:.0.W. P,-1/-/1/_ i<U \ REMOVE TRAFFIC CALMING DATE INITIAL ----------------------------REVISION DESCRIPTION FNG!NEER: OF WORK G· \ id::, s \2iJJ2\98 l C 2·:)\ 3320~\,'iC, 7.d\\'] Dec 1 5. 2CH)3 J-2 3pm Xrds: 982.DWI; '332CV/!v1A.F; 9!32C1V1iSTI"<; 08'.c:OWUTL; 9C2;WPRO MEASUBE" - ---------------- DAJE lNiT1AL ------------ OTHER AP,:::iROVAL --------- --- S/, , /// 0ATE INITIAL -------------------------- CllY M'P'iOV.AL ( SE£ SH££T No. 16 FOR STORM DRAIN PLAN;---) I S,IT I CITY OF CARLSBAD SH[E1 S 18 FNGINEFRING CFPI\RTMFNT /Vf'R(JVEJIENT PLANS FOi< CAlAYERA HILLS II VILLAO£ ~ RICH FIELD OR/VE STA 24+68.47 TO STA 30+20.05 APPROVED 81' --. . -. . .. ~ LLOYD B. HUBBS ,,¢~•~ PE 23889 tX,"IR!:S 12-31 05 CITY ENGINtER DA DWN BY: PROJFCT NC. DRI\WING NO. CrKD BY:G'$t--C.T. 01-05 408-4 RVWD BY: _ . 011404 C --I ~ G) a .p. ~ CICI 0 co Ji.. ' ---I . 1 ' -.! .: L -F,---__ , ~.,---J-.--.-~r 1 . j 46 WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE LOT WATER STATION SEWER STATION UNDERORAIN STATIONS 46 JO+Jl.(}O 30+21.f)(J SHUT 7 47 30+6191 10+1,.25 JO+,s.15. 30+68.18 48 30+81.81 30+81.77 30+8/l.65 49 30+92.81 JO+ 98. (}() 31+18.07 50 31+44.00 31+32.60 3!+27.92 51 3!+82.14 31+55.87 J!+5J.06, 31+8(}.00 !52 32+42.84 32+34.52 32+36~ 32+07.66 53 32+61.99 32+91.77 ~+93.53, ,,,+5:J.80 54 JJ+IJ.08 33+31.05 33+38.!}6, J2+98.89 55 SHEET fl 33+71.91 33+68.<1_7, JJ+fl. 07 72 SHEET fl 33+21122 J.JT f 6. V , JJ-/-6397 73 33+00.00 32+11.43 32+07.~ 32+!5697 74 31+50.00 37+38.00 31+4-1.00. 31+82.(}() 'LAY 'r'fZAT STA JO+!,~·OS - """l~""tl"'f""'71 1J -. 74 ·- 30+5J.82~26.80' RT. ,(OWY . ~ 50 LATEB4{, DIJfENSIQN DETAIL 2710 Loker Aw~ West Suite , 00 Carlsbad, Ca!lfomio 92008 760-931-7700 Fmc 760-931-8680 I I Civil Engin~ririg P'lonning Processing Surveying I -_-1 t. ',-_1_ .. ----. I ' j 30 .J()+5J.82~26.80' RT. -ff OWY • .J0+?5,gg ~ 22.78 RT. CONST. I EA. ~45' BENlJ ccwsr. l EA.¾ 1li 47 I --------+---.t t 31 32 72 50 51 PLAN-MEADOW DRIVE DESIGNED BY: IC.H.. J.S.T. DATE: Nl:N. 2002 DRAWN BY:_ BOO. KF. NC SCALE: 1" = 40' PROJECT MGR.· K.H. JOB NO.: 98--1020 ENGl~t- K£lrn W. HANSEN RCE: 60223 SCA/.£ 1. = 4()' NP l. MR/e7IN 8670 EXP. 6 · ~0·08 REV!EWED BY: j,_ " ;)2/4,7 DATE z. ·'!.•·~1 - DATE 52 .. I I '. i"' ' ' I 1 ' -. . . ccitccctc-cj?"' -•--~ . , .... ,. '" '_·.1.·. • • I -I i ' 33 34 53 NOTE: OR/I/EWA Y WID 11-f IS 16' UNLESS NOTTO OTHERH?S£ NOT£ 11 fl[C TRONIC OA TA fl/£S AR£ FOR REFERENCE ONL Y ANO AR£ NOT 1V BE USED FOR HORIZONTAL OR VERl/CAL SURIIEY CONTROL BENCHMARK: I DESCRIPTION, STANDARD M-10 STR££T CENT£Rl/N£ WELL MONUMENT LOCATION: CENT£Rl/N£ OF £L CAMINO REAL AT £NGIN£t!?'S STA TlON 454+92 P£R RS 1800-1 l I - I - 1"··-v------V~'-y--y--v~"Y'",r"V""'~~,--\.- (' CfJN97~UCTION NOTES-STl?EET LltiHTS f (J) L/T/£/TY S£/tYIC£ POINT TlfRNSFIJlrME'lf'. "' YE/fll'Y eXRCT £tJGRTIPN. \... .. ,•'---"--·"--~~~•'-,,_,~}..__),._,,,. o· 10· 40' 20 SCALE: 1 • ~ 40' ll·fO·Ot> /elM ;z,. "R$·8Ult.TII', Ni:W e.O.W. RECORD FROM: COUNTY BENCH lEVEl.S (NO. COUNTY VERT. DATE INITIAL CONTROi. DATA) ELEVATION: 68.479 OATVl,f: /J.S.C. & C.S. ENGINEER OF WORK REVISION DESCRIPTION G· \ jobs\2002\981020\9820\l/108.dwq Dec C4, 2003 8:44,::im Xrefs: S520WI; 9820WMAP; 982:)WSTR; 9620WIJL; 9820wpro "NO !\ ~ I 2 3 4 5 6 7 8 g . I ' I . - I ' I;·· ' , ·-·· l j -_ 'i ' T --- .,- C£NT£RLIN£ DATA I 2 J 4 DELTA/BEARING N 72'27' A• 48' CURB DATA RADIUS LENGTH ----- REMARKS --r··----f I I . I .. ! -- N 05°44'46" W 23,JS TYPE ·c-CIJR8 & G/177£1< A -23'33'23' 63.00' 25.90' • • A = U8. '54.34" 51. oo· 148.14' • • A -101'47'.f.7' 33.(J()' 58.63' • . A 2J'JJ'23" 63.00' 25.90 • • N 72'27'27 £ 73. 12· . • ·---~----~-- N 72'27'2T £ 49.77' • • A = 48'.JlJ'f 4• 183.00' 155.JS' • • £:J = 48:J§.'14' 217:f/fi 18-1.21' • • S£W£R DATA -r I. T I I ' I J f ~ DELTA/BE'ARING RADIUS LENGTH TANGENT! REMARl<S N05'#'46·w 49.5/' 8 PVC SfJR 35 2 A=09':26'2o" 212.IXJ" 3/-.92' 17.50' • • 3 N72'27'27'£ IJl.71' • • 4 I\ =48'J8'14' 200.IXJ' 169.78 90.38' • • WATER DATA = ilNO DELTA/BEARING RADIUS LENGTH TANGEN' REMARKS 1 N05'44'46'W 67.29' o-PW:-~ Cl 15() HC #Ii C-fj(){) 2 N05'#'-16'W 11.06 • • 3 s12'21'2rw 134.78' • • 4 A=48".J/JU' 190.(}()" 161.29' 85.86' • , ( S£E SHEET No. !1 FOR STORM DRAIN PLANS ) [7J · CITY OF CARLSBAD ENGINEERING DEPARTMENT I S11E8TS I IIIPINN8IDff PUNS fOII CM.41&1 HIIJ.s II /l1lJ.AG£ 'W: MEADOW OR/VE STA ..J0+20.IJ5 TO STA JJ+71. 19 APPROVED/Ff' .,, ~ ~ • • "-.....rLLOYO B. HUBBS £Zµ~'3 PE 23889 XPIRES.or-L-31-05 CITY ENGINEER DM- OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:6..~--C. T. 01-05 408-4 OTHER APPROVAL C!TY APPROVAL RVWD BY: O, lli.04 C co ~ (i) 0 ... ,,. ..ii. co 0 c» J. I ' I I j i I I I I i ,, 1 I I !. .. I I I . I I ' I I i I I I I ~ ·--.. - ----------------- ' - -: . 1-. - -----------: -------l--------------+---+---+---------, I ----------------------------------f--+-------+--+---+--+----+-+-+---+------+----f'--+---c-+--c-+--+-+-t----+--+---+-1---' ! , ~ I ' f----+--+--+·~,'"--+---t+--t--t-+-+-':-~fi-f,;~,-·-t--+-+--c:!r+---cb-f--+---ct-+--:;;,~~..,..-jc--c-ccl---ccb·~1 --"~=c···'-' .• -'--_i_+'--4+--Hl+"i-f"'1·~=--+-'---'--t--t-'-+--+,.+--+-ccc~+---+-4'-:-i,----/---+---+--'-++--fc--,.+--+4+---+--+-1 '-·++---f+---~+'-+4---f+--t--++4-c-c++--+1·4---,.,-++--+-+--+--·,--•-1,-i--+i ....... +-',--'-+--_.--+-·_.---+-+-::::::::::::::::::·+-•-~••~--+ ~------l-'-'--'1-~-s:;~·_.• ---1----1----1---+---1--+c~~--'-~±•+-·-+444-+++,,.f-,--+_..:-::::Pq ., -' · r 1 1 , I ½J _+ii'tlt-c-lie·+ ----'l'!-":i::,_-cc 1 -+---t,--,--t----ct--+-+:-+--i:7'4'"'-t--+c±-'!tit'-=c,--c-ic--ct-rc-=4'--+---+r,=-ct---ct7-,----1c-c-rcr---+----ct-,r,-,~ +----+--+---+-+-t------+· +----t'----+---+--~-+-'-+--t----+--+---+--+----+-f--+--c+--+-c-T-'-+I ___ · -+-,--+---+c--c-t-c-+--+--,--·t-' ,--,-----+------1-+-,----1-+---+---+---f--+----+--~-~ . <:S ' ~ ' ---. I ~~i l I 4 I j ! l t I . i-. ' I i .I I ,._ I "-~ ...., ,._ ' ~ h "' I I l-L I .--t I ,7" I ,.._. -~ N '1 ~- ·, I F -l l-4 r:+~~~~$H---HH-Jii~ijff~++r;~tt+1+r=¥i±~+i+ ---+--=---· .... · i~-+---+-+---t-'-'-l-'--~-+---+-f--'-+··'I·· 'f~-t1--' '--l-~t-----t--+------+---· -----·t-1 ---f !Si I I l _---I 34 35 "' ~ 69 "' "' ;is ~, " ~...._ 0)::....: ~~ -"" ~~ i-~ "'"' "V, I I I ' 36 68 ~ "' "-~ ... ~ ¼ /ij "" "' '<>"- '{j "" <::, '" i--"' <1; "' \ I -"i I 37 38 39 108 111 J', '" ...., ,._ ...., 67 -66 ls .,,. "" "" ~ ~ "' ~ "' -~~ < '{j >.: "' '..' "" "i "-: V) (;, ~ ~ <ti Sc ~ ¼ i-'I--'{j ~~ "" " it ~/ ':l <i:: NOT£: 2/' 8 "' I -N ,._ t:::i -k I _, ~ 1--,. ~ ~ I_ I 40 109 I 115 RECREATION NO /'i I I I i I o· 10' 40' 20 SCALE: 1" = 40' CENTERLINE DATA (No) DELTA/BEARING RADIUS TANGEN" LENGTH I N 23'49 '/ 2" £ 228 45' 2 6 = 08'52'59" 80000' 62./4' 124.03' 3 N 32'42'/2" £ J11.58' 4 N 5777'48" W 2000' CURB DATA 'NO' \' 'I DELTA/BEARING RADIUS LENGTH REMARKS I N 23'49'!2" £ 22845' TYPE 'C' CURB & CUTTER 2 N 23'49'/2" £ 22845' • ,, 3 i:,. = 08'35'23" 817.00' 122.48' • ,, 4 L. = 08'45'43' 783,00' 179.74' n ,, 5 N 3315'/4" £ 10381' n n 6 N 32'42'!2' £ 4.94' n ,, 1 N 32'42'12' £ 10931 n , 8 L. = 2811'45" 100,00' 49.21' n ,, 9 N 04'30'21' £ 5000' • n JO L. = 208'1! '45' 3800' 138.08' n ,, SEWER DATA , DELTA/BEARING RADIUS LENGTH TANGENT REMARKS ~-, --"" -· . ·-. -----... -· -----·· ------ I N23'49'12T 42.81' 8" Pit[' SOR 35 2 N23'49'/2"£ 185.64' ,, ,, 3 6=08'52'59" 800.00' 124.03' 62.14' , n 4 N32'42'!2T 200.33' n n WATER DATA !Nol DELTA/BEARING RADIUS LENGTH TANGEN REMARKS -----------. i1"/ivc-;., cLtf;oiic"ii6c=ioo I S23'49'/2"W Z?.8 4.5_'. --,,;,;oi'52'f9• --• 62.92' 2 81000' 125.58' • • 3 S32'42'l2"W 29.2/' • n 4 S32'42'l2"W 182.37' • n WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE LOT WATER STATION SEWER STATION UNDERORAIN STATIONS 55 33+81.12 SHEET 8 SHEET 8 56 34+35.00 34+25.00 34+20.00, 33+90.46 51 34+89.00 34+19.00 34+1400, 34+44.12 58 35+1162 35+4300 35+47.00, 34+99.12 59 35+97.00 35+87.00 35+53.12, 35+83. 00 60 36+.58.25 36+45.00 36+01.15, 36+3899 61 31+19.19 36+95.41 36+69.02, 36+99.00 62 31+14.88 31+5400 31+3112, 31+18./1 63 38+19.00 38+09.00 31+85.11, 38+27.82 64 38+56.00 38+39.00 38+35.00, 38+82.31 65 39+25.00 39+1200 38+86.21, 39+29.55 67 36+50.00 36+40.00 36+13.11, 36+44.00 68 36+00.00 35+90.00 35+63.00, }5+87.00 69 35+45.00 35+3500 35+09.00, 35+38.00 10 34+97.00 34+84.00 34+ 5J 75, 34+82. 00 71 34+40.00 34+30.00 34+0!.00, 34+27.00 72 33+90.00 SHEET 8 SHEET 8, SHEET 8 109 39+30.00 3.9+20.00 39+14.68 39+40.56 'LAY 'y' FLAT NOTES: LLI TRAIL PER 390-9.A 80' ORIVEWA Y W/0 IH IS !6' UNLESS NOTED OTHERWISE NOTE!! £l£CTl?ONIC DA Iii FILES AR£ FOR REFERENCE ON/ Y AND AR£ NOT TO B£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROi. I SHgEET I CITY OF CARLSBAD I SHEETS I t---+----,-----------------+---+----i-----i-----, ENGINEERING DEPARTMENT 18 2710 !oker Avenue West Suite 700 Carlsbad, California 92008 760-931-7700 rox: 760-931-8680 Civil Engineering Fkmning Processing Surveying DESIGNED BY: K.H., J.S.T. DATE: NOV. 2002 DRAWN BY: BCO, Kf, NC SCALE: I• = 4-0' PROJECT MGR.· K,H. JOB NO.: 98--1020 ENGINEER OF WORK: ~Ii--I w.HAN~EN DATE: ;z)IJ,3 RCE: '50223 "AS-BUILT ONP l.. M/1/fTIN t;,70 EXP. t;,,:!J0-08 RE~D BY: \,./)V\C.""' J.,. 1. INSl1ECTOR " DATE 2.·lo~o- l)ATE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WEIL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEERS STATION 454+92 PER R.S 1800-1 R[CORD F"ROM: COUNTY BENCH LEVELS (NO. COUNTY 1/ERT. CONTROL DATA) ELEVATION: 68479 DATUM: U.S.C. &: C.S. 1---+---+--------------------+-----ir----t---1--c--c !----+----+-----------------------'-------------- /f•IQ•OI, lrLM 8-1/·0h Kff DATE INITIAL ENGINEER DF WORK ------------- - ------------ NRS-8Ull7Q NEW E.().W. REVISION DESCRIPTION G·\jo·)s\2)02\981('20\982cJWI09.dwg [1ec: C4 2CC3 2·07om Xrefs: 962:JA'.:,Tf.:; 982:)f'UTL; 982JW, 95201'\'!vlfl.?; 982JWSTR. S820WUL. 9S2C'AF,~C· DATE INITIAL OTHE~ APPROVAL DATE CITY APPROVAL IAIPHOV£1/£NT PLANS FOH CALA VENA HllLS II Ylll.AG£ 'W'.- MEADOW ORIV£ STA J4+00 TO £NO APPROVED$Y LLOYD B. HUBBS 1.:sJifrl 31 05 ClfY ENGINEERDi<E OWN BY:--~ CHKD BY: 61€ - RVWD RY: __ PROJECT NO. C.T. 01-05 DRAWING NO. 408-4 011404 <C) a .... 00 I ' I I I l - -r -f . I --+-. -··-··,-·i. -+-,-+---+--+--+ -t--c-+---+---+--+---+-----+f---+-+--+--+, --t------+-+-,---+--+--t------+---+ . ! i '· ' . a--+--+---+--+--+---+-~-+---+-+-+--+--+--+---+-+---+--+---+-~-----+-+--+--1·----; j I -l ·-, -· .L •.... L __ .2.' MA!f 1 1 I I I 1 I I i~I l Jil ~+l>J I I ' 'ON,Tt/··· i· r·· ;:1. ··w·· I-'-+-'-+---+---+----+---+---+----+-+--+,~+----+---+-'. . ' . ·,. "--· . ' I l .r ---+--+---+--+--+---+---+--+---+-+--·--+---+ ' ' j ' r. I ' i I -----------,---------------+--+---+---+---+-+-+--+--+---+--+-+--+---+---+-+-+--+--+---+---+---+-+-+--+---+--+---+-+-+---,--+---+ I I ! I 10 ff 67 "' ,::: -108 -1+ -,. -o \cs 0"" ' "' ~ "' 66 ~ ::!. + ·,~ <;;-"""' " "'<o ,.., c~/~1 s 2710 Lckcr AvcnUS; 'µest Civ;, E'1girieering StJite 100 rianning Carlsbad, California 92008 Processing ?60-9j1-1700 Surveying Fax: 760-931-8680 I -' I I ' I 1 ' I 12 13 14 106 ~ 105 104 -,. ... ~~ 103 107 "" 0:, c:, ~ ~~~ "'-~"" MK~ + "' Ki-"" "" +-~d ' ,,,y, :;::.-' ~ j 1CT.Y0-;--i', ---r -@} I \6?2 I , --:, -~ 112 109 1-...' ,_ 113 115 RECREAllON PLAN-MOON FIELD DRIVE SCALE 1• = ,fQ' 0 AS-BUILT DESIGNED BY: K.H., J.S.T. DATE: NOV. 2002 ~J//J-~L DRAWN BY: BCO, Kf, NC SCALE: 1'' = 40' PROJECT MGR.: K.H. JOB NO.: 98-1020 k/rMPCMRlfTIN P.l. 4667(} EXP. (,•~(),(16 ENGINEER OF WORK: &!!!:_ '4 •. RE'IIEWFO RY: L- DATE 1.2A' /43 -~<-W\,\ KEITH W. HANSEN RCE: 60123 IN~ I ' 1. -1 -I ' i ------------+---+ ·---, -------__ : +· - I J 1 ,, ;µz./01 CATE Z ·Z.••O"l DATE ' I ' ! i I i i I. i--+----+---+---+--- I I 15 ~ Cl'. 100 '\\, .I. 16 91 17 NOT£ ul SEE CROSS CUTTER DATA SHEET r/-&,~, . J- 92 H:UNSAKER & ASSClClATES m179 Mua.:1,s1n~ IT. p L A ~ N ! N G £AN (MOO. CA ,12121 (Nt;!NEfllfNC ?H(ll'IfJJ5."Sl3·4M'(f SURVl'l)NC fX!6Sf.i155iH.tH ~ 99 & NOTE _II ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCR!PTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT IOCATiON: CENTERLINE OF El CAMINO REAL AT ENG/NEER's STA /ION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT CONTROL DATA) ELEVATION: 68.419 DATUM: U.S.C. & G.S. iJ ~ l ,rr--. i/~ ' -------~-- (f·ftl·IJ6 RLM 8-1/-01, Kff DAE INITIAL ENGINEE.R OF WORK o· 10' 40' -----20· SCALE: 1 " = 40' NOTE: OR/VEWA Y W/0 TH IS 16' UNLESS NOTED OTHERWISE 80' , , 1111s-8/.11t.r11• New e.o.w. /1\ -""' M!Nt; l REVISION DESCRIPTION G: \p:::is \20Q2\SJ1 ~12C\'d82D'N I 0.dw<; Dec C4, 2C<)3 12: 09pm Xrefs: 9<'.32.0WI: 98201'\'/,l:\.P; 982.•JWST~; 982,JWJTL; 982Jwprn ~c CENTERLINE DATA ,.NO) DELTA/BEARING RADIUS TANGENT LENGTH I N 4171'48' W ----80J6' b. = I 5°4327' f------------------------.. 54.89' 2 200.00' 21.62' 3 N 3l"3421' IV /31.44' 4 b. = 3875'54' 200.00' 69.38' 133.51' 5 N 06'4!'33' E 104.63' 6 b. = 26'40'52" 400.00' 94.85' 186.21' CURB DATA (NO) DELTA/BEARING RADIUS LENGTH REMARKS f b. = 19"52'33' 33.00' 45.9/' TYPE "C" CURB & CUTTER 2 l:,. = 100-00'00" JJ.00' 51.60' ,, " 3 N 4171'48' W 28.15 ,, " 4 N 417748" IV II. /6' ,, ,, 5 l:,. = 15'4327' 211.00' 5955' n , 6 l:,. = 15"43'21' 183.00' 50.22' ,, " 1 N 31°34'21" W 131.44' , " 8 N 31°34'21" IV 137.44' , n 9 b. = 3815'54' 211.00' 144.92 ,, " 10 l:,. = 3875'54' 183.00' 12222' ,, ,, 11 N 06'4/'JJ" E 104.63' n , 12 N 06'4l '33" E 21.99' ,, " s.; 26,t0'52" -383.00' . 178.35' ... -· --13 ,, " ---·--. ' z.;,; 24'/8'49» 411.00' .. Tfc.95' ·-· --·-. -. 14 n , SEWER DATA -QELTA/BEARI_NG RADIUS LENGTH TANGENl REMARKS ' -·-·--,-• - --·-·---.. ··---····-- - ---------·-· I N41'17'48"1V 30.16' 8" PVC SOR 35 2 b.=15'4321" 200.00' 54.89' 21.62' , , 3 N31"34'2/'IV 64.35' , , 4 N31"34'.2l"IV 13.09' , , 5 l:,.=3815'54' 200.00· 13.J.51' 6938' , ,, 6 N06'4/'J3"E 104.63 , " 7 b.=04"3229' 400.00' 31.1/' 1586' , " 8 i::,.=22V822' 400.00' 154.56 18.26' , • WATER DATA 'NOi DELTA/BEARING RADIUS LENGTH TANGENT REMARKS I N4171'48"/V 12.37' 8" PVC ~ CL 150 HC 446 C 900 2 b.~l5'4321' 210.00' 57.63' 2900' , " 3 N31"342t'IV 137.44' ,, ,, 4 b.~38'15'54' 2/000' 14025 7285' ,, " 5 N06'4l'33'E 5283 , , 6 N06'4l'33''E: 51.80 , ,, 1 i::,.=26'40'52' 390.00' 181.61' 9248" , , WATER/SEWER/SIDEWALK UNOERDRAIN SERVICE TABLE 011404 . -------. ----···--,_ --. "'" ---------. - LOT WATER STATION SEWER STATION UNDERDRAIN STATIONS I l5+30./0 l5+50.00 l5+51.92, 15+15.86 2 l5+90.00 l6+00.00 15+97.02, /6+2512 0911106 3 161-46.66 16+51.66 l6+4921, 16+14.42 ----------------------·----· - ------- ---·-·-----·-- - ---------4 l6+90.00 SHEET II SHEET II, SHEET II --·-·------·· ------------- - ----·--------- - -·--·- 66 l0+47.00 l0+5500 10+57.00, 10+83.00 -----· .. -------··------·- 98 l6+53.21 l6+81.01 16+5530, 16+84.98__ ---····------·-------------· ·--·-·--·----·--------·-------- 99 15·f61.31 l5+8294 l6+1200. 15+78.48 ------·---·----·------·--·--- ------ - ------------·-------· -··---.... ·---.. -----··----··- 100 15+00.00 15+37.10 15+0200, l5+4295 101 l4+38.00 l4+48.00 l4+54.00, 14181.00 102 /3+9565 14+04.69 13+84.93, l4+29.00 103 /3+42.46 /3+59.02 1]+5602, !3+1962 104 l3+00.00 13+11.17 l2+98.16, 1]+34.22 105 l2+50.00 12+60.00 l2+55.00, l2+8943 106 l/+94.00 12+0900 l2+00.00, 12+38.39 101 11+38.00 l1+50.00 11+83.55, 11+57.55 108 10+92.42 l1+05.48 10+88.95, 11+29.00 110 l1+00.00 ll+IIJ4 10+80.00, 11+41.00 Ill l1+64.0.0 11+74.00 !1+6IJ2, f/+98.53 112 12+18.56 l2+28.56 12+26.56 12+54.00 113 12+84.13 13+4560 12+90.94 l3+41.91 114 l3+8545 13+9545 l3+8211, l4+1626 *LAY 'Y'Fl4T SEE SHEET No. 18 FDR STORM DRAIN PLANS I ,o'I CITY OF CARLSBAD I SH{sTS I -----------··--· ENG!NEERiNG DEPARTMENT ~·· ------·------- -------·-----/AIPHO'IEM£NT Pl.ANS FOH CAlAVEHA HILLS II VILLAGE' 'Ir: MOON FIELD ORIV£ M£AOOW OR. TO STA 16+91.56 ~PPROVEO /1-r --~ • ~. ' ~ .._..LLOYD B. HUBBS iJ/!i!/,. l Pr 23889 _XPIRF 12-.31-05 CITY ENGINETR Dt\,f lr/1/K ,?77 OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INJTIAL CHKD BY: ,ev,r:;;, OTHER: APPROVAL C!TY APPROVAL. R'IWD BY: ,-'. ~ C. T. 01-05 408-4 \j C ... :e 0 C') 2. .a:. ... 0 CD 00 .I:. I I ' . r I . I .I 1 I I 1 -; __ _ -· i ' I I I l r i I I I ' I i I , ·. ~---'---l. --,---f-- 1 •·--~~~-i-+-+~1h-h:--hk-l-' --· +--+--+-+-++++--,.i-1 -+-+--t--t··_:_·ti-cf1-cc-f-:.-f1---l---l1:-..... --.r· r-1 -t""T-tcctcct4-:-:77-:-:F-;-;;--c-t---t1 ~'1~77-rn-·J!s. 1 t . 1 . 11 · · I -j-,t---'--1 ·[-i· f _,_i._:__11, _· -J.-+----l------1__,__1--+--,+__c_--+---J-· 1-- 1 -+---1---'--l---+-++-+--:+-t-'--t--+--t-t'---t-1 -41--i-t-_,' ___ t' -t--i1--t. -· 11 --i---· t1 --i-------rrt-r---7------:rF~TT 4-------'+~----1----'~f--'+--t1--t~ftl-j---+-+-t--+----!-t--t--t--t;t11,1~t1t:l;;~:t:1:~t:t:1:4::t:1111111i111~klll4I;c1iJ_-~_ .. 1 I ----k.+;--J-·~1 --+--J1_:___~-l---+----~~----1--+-+-+4-1----f---+--f-'----f~-b-t-+--+1a~----t---t-t_-Jf---f+:--1-+-c'--,·i-1f--. __ ttc----c_'_-t_-_·t11t1~c1r1t14t1t11=⇒==t=i1211t1i1111r11··tt:1:1~ ~::d----1----l--+--+-~l----1---+-++-+---1----1---+: c---J--r+-e~f:--e:,=11--i~t , 1 1 ' j .. '' ' .. ·' l ' ' l I · 1'' i ' ,11· I· l"---i----+-:+++-+--t---,-c1Hc--'----t-f--t---tc-rH----t----r----rc-T:---n7-7' -f , +-Mi , 1 I I I . ,,\ "' -1 !- j t --1 ·j i .I I I 17 91 ,, r:::: i;:j <"j~ /is :;:c:, "' ~ct "i ~ '> ~ "' ~ ,:t ~ ~ ~ 4 5 C~/~T "' ~ 2710 Loker Avenue Wast Civil Engineering Suite 100 Plcnnin13 Ca~lsoud, Colifornio 92008 Processing 760-931-7700 Surveying 18 19 20 93 116 '\ RECREATION ," " 94 96 95 \.) ~ ;:;; + <l:\ ~ "" ~ ~ '-"' "' t '-" ,Cr) -~ "' "' ~ "' .,_ ; ~ :I; '::i .:::::: ·--=· =--;;:;;_ --~ ® iii ~~ ~; ~ ~r "-<:, "" ~ N t ""C, ;;:I +~ 8 -._i:j t cl; ") 'a!<.) ,:,; ~ ~ i:5 "' " ,:t " 6 1 PLAN-MOON FIELD DRIVE SCALE 1• == 401 "AS-BUILT DESIGNED BY: J~-H-, _J,$J. DATE, ~,_2.0l):2_ __ Z-tL~~ DRAWN BY, BCO, KF. NC ___ SCALE: ,. = 40' PROJECT MGR.: K.H. JOB NO.: 98-1020 RRWPt..MRKrlll P.E. 4867() EXP. 6· 30·08 ENGINEER OF WORK, REViEWED BY: 9 " l'/;'?ll7 I DATE . r ' I ' 21 21 NOTE: DRIVEWAY 1'110111 6 /6' UNLESS .NOTED OTHERWISE NOTE!! ElEClRON!C DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO 8E USED FOR HORIZONTAL OR VERI/CAL SURVEY CONTROL BENCHMARK: DlSCRIPTION: STANDARD M-10 STREET CEN!ERLINE WELL MONUMENT LOCATION: CEN !ERLINE OF EL CAMINO REAL AT ENC!NEERS STATION 454+92 PER RS 1800-1 O' 10' 40' - ---20 80' SCALE: 1" = 40' NOTES: (1j INSTALL DOUBLE STREET NAME S/CN Willi R-i STOP SICN' & STOP' LIMIT LINE & STOP' LEGEND PER CAL TRANS STD A24E & A240 -,. -... --. . -"-" -----. --·. C . •·• ... ·----------·--·-. ... _.,_ ·------.. /f, ((},l/j HlM 1if\ Hf/S-8u11.,r11, NEW e,tJ. w. DATE INITIAL ' - F,:;x: 760-931-8680 u /1... 4-~ KEfTH W. HANSEN DATE/,/j,.;,h ~~J--~-241-01 !t~jfECTOR RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT CONTROL DA TA) - - ------- ENG:NffR OF WORK REVISION DESCRIPTION RCE: 60223 DATE El FVATION: 68479 DAT/JI/,/: USC & G.S CENTERLINE DATA ~NO) DELTA/BEARING RADIUS TANGEN' LENGTH I N 19759'!8" W 125.93' 2 t, -45V4'/4" 200.00' 82.99' 15733' J N 65V3'.J2" W 6726' CURB DATA 'NO y DELTA/BEARING RADIUS LENGTH REMARKS I N 19759'/8' W -125.93' TYPE •c• C/JRB & CUTTER 2 N 19759'/8" W ----125.93' " • 3 b. = 45V4'/4" 18300' /4395' " " 4 6. -45V4'14" 21700' 170.70' " • 5 N 65W'J2" ii' 7.67' " " 6 N 65'0J'J2" W 25.J/' " ,, 7 b. -!00'06'44" 33.00' 57.66' " " 8 6. -80VO'OO" JJOO' 46.08' " . SEWER DATA <,-DELTA/BEARING RADIUS LENGTH TANGEN7 REMARKS I NJ9759'!8"W 52. 44' 8' PVC SOR J5 2 N/9759'/8"W 13.49' " " J b, -45-04'74' 200.00' 157.JJ' 82.99' " " 4 N65VJ'J2"W 67.26' " • WATER DATA NQI DELTAfBEARlt_-lG RADIUS LENGTH TANGENl REMARKS ---------------------------~ ------------ I N/9759'/B"W 125.9J' 8" PVC ~ Cl 150 HC 446 C 900 2 b. -45V4'!4' 190.00' !49,46' 7884' " " 3 ~',,"E 75.65' " " WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE LOT WATER STATION SEWER STATION UNDERDRAIN STATIONS ------''' SHEET 10 . '' 17+iJ/.J6 !1+0200. ifi-jiJ.5f . 4 5 l7+40.00 !7+55.00 17+59.00, /11·87.00 t--l8+00.00 18+10.00 l8+20.00, 18+4305 6 011404 7 18+59.72 18+6844 18+72.06, 18+94.86 8 19+11.48 19+20.17 !9+22.01, 19+44.99 9 !9+54.21 20100.00 !9f70.J8, 19+96.49 94 l9+00.00 l9+8650 !9+80.46, 19+5004 95 18+!5.00 !8+15.28 18+78.9/, !8+Jb'.06 96 17+60.00 !7+70.00 17+68.00. l7+95.50 97 17+05.00 17+15.00 17+16.00 17+4289 'LAY 'Y fZAT G-12 CROSS GUTTER DATA -----------------,------------------------------. --------• '" ____ ,, _______ - LTR STATION ELEV 0 FL -- A 16+88.40 19803 8 16+7266 ' !97. 16 C 16+56.92 /96.22 NOTE: A-C ARE BASED ON RICH FIELD DR STATIONING. I sfFfT I CITY OF CARLSBAD I SH18s I FNCINEERING DEPARTMENT . . .. -------··· -' ' ' IAIPROVEIIENT PLANS FOR CALAVEHA HILLS II Y!LlACE: 'Ir': MOON FIELD DRIVE STA !6+97.56 TO RICH FIELD DRIVE --. . --. ··-. -----. ---·---t - APPROVED6Y' .,,, .,, --~ · -~ ,. A LLOYD B. HUBBS l~3 ' P[ 23889 LXPIRi""~ 12 31 05 CITY ENGINEER D-E DWI, BY: PRO,JECT NO. nRAw;r,c NO. DATE "N!T!AL DATE INITIAL CHKD BY:<S:.~ C, T. 01-05 408-4 -------------------------------- RVWD BY: OTHER APPROVAL CITY APPROVAL C -:E -C) 2. ,I:. -0 co co J. -_ I 1 -------1.-------I· ----------- • I -__ ·_· ---- C-__ , ____ ------- 10 2710 Loker A-.,enue West Suite 100 Co1shad, Cclifornia 9?008 760-9-31-T/OO Fox: 760-931-8680 Civil Engineering Plcr'.ring Processing S1.;rveying II 13 113 PLAN-PLAINS W'AY SCALE t• = ,f()' DESIGNED BY: K.H .• J.S.T. DATE: NOV. 2002 DRAWN BY: BCO, KF. NC SCALE: 1" = 40" PROJECT MGR.-: ~K=.H~. __ JOB NO.: 98-1020 "AS-BUILT D,. . ..1J:~ ,lJ:'ff!lF() l.. MRl?T/N 1-----------------1 P.c. '1-8670 EXP.l>·3'0·c?8 ENGINEER OF WORK: ~ 1/..~ KEllH w. HANSEtl' RCE: 60223 REVIEWED BY: ,;, A A~· IN;JPECTOR I !OJ 102 " rr----~~.,,.,~ ry-~_,,...v--,,....,. -"'\---.. ( CONSTRl/CT/ON NOT£5 -ST/fEET LluHTS )) l0 l/Tlt.lTY 5ElfVICE l'IJINT TlfRNSFQ/fMe/(, ... ) Vl!l<IFY eXRCT L.OCRT/QN. -'-------'-.......~,_A.__,-',_..A . .,....,;,,..,...,_ __ ,'-..d.,___.~ • o' 10' 40' 20 SCALE: 1" = 40' NOTE 11 ELECTRONIC OA IA RLFS ARE FOR REFERENCE ONI Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: 80' DESCRIPTION: STANDARD 1,/-/0 STREET CENTERLINE WELL MONUMENT G-12 CROSS GUTTER DA TA LTR STATION ELEV@ FL A 14+59.31 24927 8 14+74.46 24843 C 14+8870 241.10 A-CARE BASFO ON MOON flELO DR. STATIONING, NOTES: [l) TRAIL PER 390-9A [1J INSTALL DOUB/.£ STREET NAME SIGN WI/H R-I '.,TOP SIGN' & STOP' LIMIT LINE & STOP' LECEND PER CAL/RANS STD. A24E & A24D LlJ SEE TRAFFIC PLANS 405-48 FOR STRIPING ANO SIGNING OF THIS INTERSECT/ON. CENTERLINE DATA DELTA/BEARING N 68'2203" E RADIUS TANGENl LENGTH I 2 3 t::, = 19'09'4/" N 87'3I '43" E 200.00· CURB DATA 33.76' 111.67' 66.89' 68.97' @ OELTA/BE!IRIN~ RADIUS .. LENGlll _ REMARKS ---- / i:, = 87:5852" 35.00' 5.3.74' TYPE "G" CURB & C/JT7ER 2 -t:,. = gjj,g",;j'' . j,;oo' 5.J.74' --. --·---: ,, - 3 N 68'2203" E --4252' " " 4 N 68'2203" E 4252' " " 5 i:, = 19'09'4!" 183.00' 61.20' " " 6 i:, = 19'09'4!" 211.00' 7257' " " 7 N 87'31 '43" E /0. 59' " " 8 N 87'37'43" E 26.33' " • 9 i:, = 91'47'47' 3.100' 5575' " " 10 1::, = 80750'10" 33.00' 46.56' " " 11 h. = 00'07'00" 1441.00' 293' " " 12 to= 00·01'00" 1441.00' 293' " " WATER DATA I NOi DELTJ>./E3E:ARING f{ADIU§ LENGTH TANGEN REMARKS I N68'2203T -- 2 I:, -19'09'4!" 2/0.rn/ 3 N87'JI '43"£ r I : ( I f { \ 66.64' --8" PVC N CL 150 HG 446 C-900 10.23' 35 45' ,, " 80.66' [ SEE SHEET No. 18 FOR STORM DRAIN PLANS CITY OF CARLSBAD ENGIN[[RING DEPARTMENT SHEETS 18 IAIPHOVDIENT PLANS FOR CALA VEHA HILLS II Vlll.AGE 'W:· PLAINS WAY STA 10+00 {COlLEGE BLVD.) TO MOON FIELD OR/VE p,p-;,ROVED6f" ) LOCATION: CENTERLINE OF El CAMINO REAL AT ENG!NEER's STATION 454+92 PER R.S 1800-1 --~ • --• • 1 ,_,,, LLOYD 8. HUBBS 1.:zjJJl/,.3 PE 23889e>'txPIR~ 12-}1-05 CITY ENGtNEERD?.fE t-;;--:-;;-;;-:;t--=-c-:hr--:=::-c=::-::=--:--:=-=--::==------t----t-----t------t-----t :=:::::::::::::;::=======::;~========::;;::~-=-=-=-=-=-=-=~~ 11·10·06 lfl.M ~ 8R6'-&lll.T". Nl:W lf.().W. DWN BY: --c----=-PROJECT NO. DRAWiNG NO. ::Z.· z.o -o, DATE RECORD !ROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROi. DA TA) ELEVATION: 68.419 DATUM: /J.S.C & G.S. DATE INITIAL DATE INITIAL DATE il\llllAL CHKO BY: ..,..-VP REVISION DESCRIPTION OTHER APPROVAL c:1Y APDROV,.L RVWD BY: r.r/ [NGIN EER OF WORK C.T. 01-05 408-4 G: \"ob.s\LUC-2\'.-JBWLU\9b2LiWl1'.i.d\~g Jee (1c'.., 20-J3 12:'4prr >-::e·;:;: S,320ASTR. 9.32GAUTL; 9820W. 832CWfM,.F, 982C'hSTR: 982C\'VUL. 932CVl'PR0 \ 011404 2710 Loker Avenue West Suite 100 Carlsbad, C□lifornia 9:>008 /60-931-7100 Fme 760-931-8680 Civil Engineering P!onnin9 Processing Surveyirig 10 ff PLAN-RICH FIELD DRIVE DESIGNED BY: K.H .• J.S. T. DATE: NOV. 2002 DRAWN BY: _ BCO. KF, NC SCALE: 1 • = 4-0' PROJECT MGR.· K.H. JOB NO.: 98-1020 St:Ai.£ 1· = #J' "AS-BUILT ~"'.'kaL . RRY. ND L.. MRRTIN 1-----------------.......J P.t:. 1n,10 EXP r,.-;,o,oe ENGINEER OF WORK: REV'EWED BY: ~7< an W. !WlSEN RCE: ,11M~W\.~ INsPECTOR ' " 0~/47 l"JATF 12 I I I I ' r I I I , I , ; I I I r , I , I // / I I I I I , I I I II , I , I ,I I I r I I / / ,I I , I I ; / / I I I I I NOTE_!! ELECTRONIC DATA R/£S AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8[ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF £l CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) [l[VATION: 68.479 DATUM· IJ.S.C. & C.S. ' I I o· 10· 40' 20 80' SCALE: 1 " = 40' --------------------. ---I ..... , lf·IO·O{,_, Ht.M l_g, u;,e-(J_l.l_ll.711, AI_E_>'I_ §_.l)_,!V_ .......... ···-··· .. -··-·· DATE INiT!Al ENGINEER OF WORK REVISION DESCRIPTION :-.:: \job,;\?00)V!81 O?C\9R(Ov'111,).ci1\'0 nee 1 :i. ?01:; ?· :f-ipr,,, x~et:::: 9320ASTR: 9320AU fL; 9820WI: C➔320wstr; 9820m-tl; 9820wT1op; 9E,2.CWrRJ STORM DRAIN DA TA ~ DELTA/BEARING RADIUS LENGTH TANGENT REMARKS ---------------- - ------I N !5¥9'45" W - -----------------------1-----f---...; DAT!:: INHJAL DATE !\!JTIAL OTHER APPROVAL CTY APPROVAL 13.tJ' [ SEE SHEET No. 4 FOR IMPROVEMENT PLANS I s/JT I CITY OF CARLSBAD SHEETS 18 ENGINEFRlfJG DEPARTMENT STORA/ OHAIN Pl.ANS FOR CALAVEHA HILJ.S H VILJ.ACE 'W': RICH FIELD DRIVE COLLEGE BLVD. TO STA 12+59.8.J APPROVEDQY · wed · . ' • "'-J( LLOYD B. HUBBS J~,e,1 PE 23aiiW'£xP1flll's 12 31 co CITY ENGiNEERDAE OWN BY:-~~ CHKD BY:-""•'" RVW[) BY: •.tJ;t. PROJECT NO. C.T. 01-05 JRAWING NO. 408-4 ) 12 13 --- 13 14 15 \ . i 14 12 271 O Loker Averue West Suite 100 Corlsbod, Colifornk 92008 760-931-7700 Fcx; 760-931 ~8680 15 16 17 11 10 8 9 -23 PLAN-RICH FIELD DRIVE Civ!! E.:rigineering Plonnlng Processing Survey;ng SCA!.£ ,. = «J' DESIGNED BY: K.H., J.S.T. DATE: NOV. 2002 DRAWN BY: BCO, KF, NC SCALE: 1 • = 40' PROJECT MGR.~. ~K-.H~. __ JOB NO.: 98-1020 ENGINEER OF WORK: &dt-- KtllM W. HANSEN DATEgl;j.!J RCE: 60223 "AS-BUILT £/),~ REVIEWED BY: ~c.M.J.rt.._. 1NsPc10R 95 24 " 01/4 7 DATE :z . .zn. Cl DATE 97 96 93 25 26 NOTE 11 £1£CTRONIC DATA Fl/ES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCRIPT!ON: STAND4RD M-I0 STREET CENTERLINE WELL MONUMENT LOCATION CENTERLINE OF EL CAMINO REAL AT £NC/N£ER'S STAT/ON 454192 PER RS 1800-1 RECORD fROM: COUNTY BENCH L£V£/S (NO. COUNTY '1£Rl CONTROL DATA) ELEVATION: 68.479 DAruM· us.c. & c.s. STORM DRAIN DATA ,,NQ, DELTA/BEARING RADIUS LENGTH TANGENT REMARKS I N 15'49'45" W .36.04' 36' RCP ~ 1350 D 2 S 7410'/5" W 125' 18" RCP ~ 1350 D * + 3 N 74d/O'J5" £ 21.25' \ 4 N IS49'45" W --75./6' s 1:,, ~ 3o'i6'is·· · 112.00· 167.56' 24" RCP ~ 1350-0 .. 85.85' 6 N 14'56'28" £ --10.85' 7 N 75'3:58" W --3.25' 18" RCP ~ 1350 D o· 10· 20 SCALE: 1 " = 40' 80' 12 N 77'/9'14' W --J.25' 11 N 11·19'/4' w --21.25' . !4 .. :S. = 02'5t'i1J" . I488.00' 74.!5' Jl08'. 15 1:,, = 02V8'o8'' 148800' 55.46' 27.73' /8" RCP ~ 1350 D ,, . 16 N 80'19'47" W --69.59' 18" RCP ~ 1350-D • = WATERTIGHT JOINTS + -AOD/7/0NAL COVER REQUIRED OVER INVERT R£/NFORC!NG STEEL ( SEE SHEET No. 5 FOR IMPROVEMENT PLANS ) l------+-+-----------i------j--r--~1 1 /s4HEU I CITY OF CARISBAD I SH1E8E s I ENGINEERING DEPARTMENT 1--4----1--------------,-,--,-T-7 ~S.='TON.=='lf=IJ,'--'WA:=:IN===:PiA==.=NS~FON~CA::=:::=LA:=::VEi:::~:::::4=:HlllS~;;=h=;;1~YILLA~GE~~~~:=7 1---+--+------------,-,-··- !----+-+------------,--·-.... ll·IP·tJ' _ l?Ll'1 __ a:;;, "RS-8""1'-111, .At'l!_IVe_.tJ.f'I.,._ ...... -----+---+---t-:cc==---r-::-=::-c, DATE lNITIAt DATE lNfTIAL DATE iNITl.4.L ENGINlER Of WORK REVISION DESCRIPTION 0 II-! U~ ,4J-'Pf<'.OVA;_ CITY APPROVAL RICH FIELD OR/VE STA 12+59.83 TO STA 19+21.70 APPROVEDJ1'f' A 1 ~--, -•1 P-< LLOYD 8. HUBBS L_,;bfi{•3 PE 238 EXP~S 12 31 Ob CITY ENGINtER DE DWN BY: .......,c-c:=-- CHKD BY: (;;i.,,P RW/D BY:~ PROJECT NO. 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Engineering Planning Processing Surveying 20 21 22 91 90 89 88 87 28 29 30 31 32 PLAN-RICH FIELD DRIVE DESIGNED BY: K.H., J.S.T. DATE: NOV. 2002 DRAWN BY, BCO, Kr, NC SCALE: 1• = 40' PROJECT MGR., K.H. JOB NO.: 98-1020 ENGINEER OF WORK, _ __,_____ K~_~q_c_t_ .. __ --D_ATE/1-_!4&~- K~SEN RCE: 60223 SCALE 1• = ,m' "AS-BUILT ,I):. -~ If ONP l. HRl<TIN P, 46(,7() EXP.I,-"S0·08 REftE-!¥ED BY: I - ' ,I uifl' !Mt4.rA NS/ECTOR l 86 33 ,, 23 24 84 85 35 34 NOT£ II ELFCTRON/C DA TA f/LES ARF FOR REFERENCE ONL Y AND ARF NDT TO BF USFO FOR HORIZONTAL OR VERTICAL SURVEY CONTROi_ BENCHMARK: 36 DFSCRIPTION: STANDARD M-10 STREFT CFNTERl/NE WELL MONUMFNT LOCAi ION: CEN/ERL!NE OF FL CAMINO REAL AT ENC!NEER's STATION 454+92 PER RS !800-f RECORD FROM: COUNTY BENCH LEVELS (NO, COUNTY VERT CONTROL DATA} r!FVATION: 68.419 DATUM use & cs I ---,-I - I 25 10~·,J o· 10' 40' 20 SCALE: 1 • = 40' ~-'A 20+.:10.00 VERT I"= IJ' SCA/£: HOOZ !' = ,m' VERT !' = 8' STORM DRAIN -DATA . NQ DELTA/BEARING RADIUS LENGTH TANGENT REMARKS 1 2 J 4 5 6 7 8 N 07'21'28" E N 82'J2'.J2" W S 67'03'53" W N 07'27'28" E /',, =09'.56'41" N 81V7'22" F N 87V1'22" F /',, -31'2/'/2" ' = WA TERTICHT JOINTS 288-00' 288.00' 106:J0' 3.25' 31.59' 216.07' 49,qg' 3.25' 21.25' 156.60' 25.06' 80.83' 24" RCP ~ /350 D 18' RCP ~ 1350 D * • 24" RCP ~ 1350 D 24" RCP ~ 1500-D /8" RCP ~ 1500 D * , 24" RCP ~ 1500 D [ SEE SHEET No. 6 FOR IMPROVEMENT PLANS ) l----+----+---------------1--l----l------l--__J ;::1,=sS::: 1 EET=,=-1-==c=I=T::::J::::,Gl::::N9::::'F::::Rl::::NG::::,c::::DftR::::PA::::.R::::fuS::::"::::N~=A=D=-'=S=f1="a=TS:::; ST0/111 DRAIN Pl.ANS FON CAI.AVEA'A HILLS II VILLAGE 'Y: (f.f()-ot, ll'LH IP-, 11115•8tl/(.18, NEW e:,Q.W. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION -------~---------- DATE DATE f----~-----+------------IN!T!Al OTHER APPROVAi.. CITY APPROVAL RICH FIELD OR/VE STA 19+21.70 TO STA 24+68.47 APPROVED 8}' --~ • · • --" ,c.,A LLOYD 8, HUBBS ✓~~• 3 PE 2388 EXPIR1':S 12-31-05 CITY ENGINEERDAE DWN BY: CHKD BY, sitl/e RVWD BY: PROJECT NO_ C.T. 01-05 DRAWING NO. 408-4 ' I I i -·i ' ' ~ -. . ' l"--_ -... lJ_l_J·_Ji_·· __ .1Jl_j,_.J_lJ_lJ_l__i_J_J_J__J_ ____ i:_J ____ L ___ L_l ______ ir1 __ _1·_1_!' __ -il, ____ Li1 _Li __ L ___ L__!_ ________ L_J_ ___ .1__J_.1_ ____ i.------i.----i.---'_-1...-1_-1...··~-_L-1 _ _j_ __ ·_.-1.i _· -'--'-"-_L_'--"--'---'-.'-L--~=-·_,_~ _ _,_ _ _,_I··_···_,_~--'-~--'-::~··-~·. ______ ----- 28 29 30 24 25 26 27 80 19 I 81 82 83 37 44 74 45 46 L o' 10· El"5 40' 20' - I 31 80' ' i· ____ . . L I I STORM DRAIN DATA NO I 2 J 4 5 6 7 8 g /0 II DELTAL_BEARING N 34:J8'/0" W S 34'38'/0' E t,, -50'41'2I" S 16'/H'//" W N 16'03'/r" E t,, -21'47'57" N 05'44'46" W N 8415'!4" E S 80'47'49" W N 05'44'46' W N 79:J4'25" W • = WA!ERIICHT JOINTS RADIUS 21200' 188.00' LENGTH TANGENT 4853' 10.69' 18156' ln.]7' 12183' 11.53' 1.07' 3.25' 21]0' 78.0S' 44,23' 100.41' 36.20' REMARKS 24" RCP ~ 1500 0 24" RCP ~ 1500 D 24' RCP ~ 1500 D ? 4 ,; l?f'P ,,., Hflfi n .. ' ,,..... '"""'"' ... 24" RCP ~ 1350 D 18" RCP ~ 1350 D ' • • 24" RCP ~ 1350 D !8" RCP ~ 1350 D I 5' [MFRCFNCY OWRfl OW EASEMFN,T · /'a DOC NO.__ /{J:C. PR04'--=--- SCALE: 1 " = 40' ( SEE SHEET No. 7 FOR IMPROVEMENT PLANS ) 2710 Lol<cr Avenue West Suite 100 Carts.bad, Cclifornla 92008 760-931-7700 Fox: 760-931 8680 Civii Fnginccring Planning Processing Surv(,!yiny PLAN-RICH FIELD DRIVE DESIGNED BY: K.H .• J.S.T. DATE: NOV. 2002 DRAWN BY: BCO, Kf, NC SCALE: 1 • = 40" PROJECT MGR.· K.H. JOB NO,: 98-1020 ENGINEER OF WORK DATE:~ RCE: 60 SCAl£ 1" = 40' "AS-BUILT INSPJCTOR " DATE l. ·20-07 l)A!l NOlf !! ELECTRONIC DATA FILES ARE FOR REf[RENC£ ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERIICAL SURVEY CONTROL BENCHMARK: DESCRIPT!ON: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCAIION: CEN!ERl!NE OF tl CAMINO REAL AT ENG!NEER's STA /ION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERr CONTROL DA TA} Fi "VAT'ON: 68.479 DATUM: US.C & C.S. ~I-·. -- 1-----f---+----------------- {f, IO•O• lrlM It, 11R$-/Jtl/l. ru, NEW e.o. w. [)All: INlfiAl .. FNGINFER OF WORK REVISION DESCRIPTION G: \Jobs \20D2\98-, 02D\9520Wl'l 6:dv,'g De; 15, 2003 3: _::c~-'T• -, .. /•e;;,_ 9B20'Ni, 9b20Y'/IVAP, 98.'.:U."ISlR; 9.?>'0WJTL; 9tLOWPF-J --- ---------+---+---t--------1 I OATF INTT!AL DA7E !NIT!AL OTHER APPROVAi C!TY APPRCVAL lt6ET I CITY OF CARISBAD SHEETS 18 FNGINFERl>sG DEPARTMENT STOHJI IJHAIN PLANS FOR CALAVEHA HILLS II YflLA(l[' Y: RICH FIELD OR/VE STA 24+68.47 TO STA 30+20.05 APPROVED/Ir A -~v,v'~ ,C-;lldllQYQ B .. HU~BS /~~~ PE 238ilf'_EYPl~l2:31-05 CiTY ENGINEER [)A, [ DWN BY: __ _ CHKD 3Y:~ RVWD BY: ~ , PROJECT NO. DRAWING NO. C.T. 01-05 408-4 I I i ' ' I I· I ' i I I I .I ·>--+-----+-+-;--+ .1 I--V ·1--I I I ' I i I ' '. ' I ' . i I I i -1-1 I l-f---.c.+---.l--r---!----+...+-J.--+--+-+...,,..J-+__:_.......:.......:.}......-;---J.~f-c+-J.---c1'-+--+-+-cc---+-l-+-+j_...-".,-j. ,..,,+.c+-------b-t'=:-:.+-+--+-+~1-+c--cc-f--r+---r+-+-:-r+-+--1----c+-cc-f------t-+------t--+1--+-+-i--t-i'<~7 -; _ 1-H-t--t--r'--tl -t--t--r:'-:li~rt--H---'tf-t-H---'tf-t-h--:f 1 1 f • ' I I 1 . I I -! -----l--+--t-C----+---+-+----1--f I r 1. I I I _L_ __ _ ---I I 47 I I ' ' 30 2710 i..oker Ave:-iue West Suite 100 C,:ir\sbcd, C-Olifcrnio 92008 760-931-7700 Fax: 760--931 -8680 1 I J... f Civii Engineering Pkmnlng Processing Sur,eying 49 I . ;I HCL;(T 'CP @l.90. 31 50 51 I l I I 32 72 4- /f -- ' I I I ' I I ----__ -_,[ ' j I . . - - - ------- t f I • I i ' I l 0 '-"tt ... t--ci---c-1 --·1' •l . ·. : -· 1 . 1....:...-i--'-'-1 .• t, ~Ek.-. i i· 4-_, -·, l .• ·,--I ' l I I i I iJ------t_::1J_::j:_::t_::f_::J:_::t_::f_::j:_::t_::f_::j::::_t:r!=t=t=:=:ttt!j_::jz_::1__-_1_:: __ ::::.~t:::.t:::.1:::.=·--t· t:,.•~-t:1=:...t--c-=r1 ... ·:1:::__1l~t...:11:::.·j:l1J=··=··r: .. JJ:::.Ot!~l • lir .. · ... · .. · ... · .. ···,··--'--+---+---, 1 -+-·,---I , --, +---+ ... --1• ••• , -~.r --+-----j------j-----t--t------t-----,------------,, l I I i I ' ---1·-. ----+-------++.---------+-+------t-.t---+----+~------,-.-,...... ... ---l---'·,__.'---1-•· --+--'-+-+-+--------l-f------l-+---'----+-'-+--'--'f----'---+-----+--+--"-+-+--+----+---+--r--+---+-+---r--+----+--t---+-·-·+l--1-----1---+--+-------r'c--. ,r--r· 'st~ ----l I-·~. . I ·I. T .1 I I -+-+----+-+-+----+----+___J_----+----+----+-----+----+----+------,...----t------t------1-----+--+--+--+--+--+--+--+---+++++++-+--+-++++++++41,·,i!----++1,;!-i:n~-tt----+!e:~--':---'+++-""---+-+-+-+-+-+--'+--'+--'__c....:._+--'+--'+--f---'-t-----t-----t-----t----t-'--t-----t-----.,._.... ,., I . 1 r ' 1·· I I 33 53 52 I I ! . l I I I I ' J -i I 34 I I ' I I I l ; . i_. I J L - o· 10' 40' -----20' so· SCALE: 1" = 40' I i 1 ; I I -i. ' I I I I I r···. ---' ' I I I I I I ' I I I I STORM DRAiN DATA NO DELTA BEARING RADIUS LENGTH TANGENT REMARKS 24" RCP ~ 1350-0 ( J ' f HUNSAKER ~ ~ !'~~.~~ItIES \_ 1017'!H-!IJl,NNUtENSst. ; • J> I., AN 1-: t W G SANOifOO,C,.,92121 \ t~G!NUll:!NC />MUlll8)55&45oo ./' SUJ.~'f'flNG 1'Xil:IS!ll5511•tt~4 ( SEE SHEET No. 8 FOR IMPROVEMENT PLANS ) PLAN -MEADOW DRIVE jjOTE J/ I-_-·---+·---_-_-----1--1-· ----------t----t------,r------t------i I S1H,FFT I CITY OF CARLSBAD I SH1F8CTS I ENGINlERING DEPARTMENI DESIGNED BY; K.H.. J.S.T. DATE: NOV. 2002 DRAWN BY: BCO, KF, NC SCALE: 1" = 40' PROJECT MGR.: K.H. JOB NO,; 98-1020 ENGINEER OF WORK. ;4/t.- KEITH W. HANSEN RCE: REVIE' ED BY: I , Z.·Z!). OJ DATE £l£CIRON/C DATA fll£S AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ US£0 FOR HORIZONTAL OR VER TICA!. SURVEY CONTROL BENCHMARK: DESCRlrTION: STANDARD M-10 STREET CENTERLINE W£ll MONUMENT LOCATION: CENTERLINE OF £L CAMINO REAL AT £NC!N££R's STA 1/0N 454+92 PER R.S 1800--1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL OATA) ELEVATION: 68.479 OATUM: USC. & C.S. DA1E INITIAL ENGINEER or WORK REVISION DESCRIPTION G: \jobs\2C{12\93102C1\9B2J\\i:J7.ffivg )ec or.~, 2.0,J3 12.27Jm >:>e.-;;. \dLCWI; 9CL1JWMAP; JB'.!.OWS R, 91::L:JWJlL 9bl0v,vo DATE IN!TiAi DATE OTHER APPROVAL CITY APPROVAL :=::::::==:'...':::::=========-=:::;===; ST()f{II DRAIN Pl.ANS FON CAlA~A HIU..S H VII.LAC£ 'W': MEADOW OR/VE STA J0+20.05 TO STA JJ+ll./9 APPROI/EDQY A 5 ,Y-Jr:r}( ii E..,._ LLOYD B. HUBBS PE 2388 EXPIR 12-31-0o CITY ENGINEER DWN BY: __ _ PROJECT NO. CHKD BY: f!i'-/F' __ _ RVWD BY: C.T. 01-05 DRAWING NO. 408-4 _J .... .... a ..a. 00 I 1 I -i I I . I l ' I L · . 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I CIWf.t-J l I I I l -1--·l - I ' I I. i 1. ·~fl::t--~+c+-+-c-+-cc+-+c-c-c-c+--l ..... +-~--+--.,.J-c..+c+.i _.l._l---l--++l_.l._+--!----i.--'+"-++--1i-'--1 ·H•;,;J-4--="j,,.;.,~p~-·c+ • ... ~--1 ~+-+ ..... -c-+..+~--'+'-+--+ ..... c-'-. .+-!_+-+--+11.__1.Ji--+-1-+1---1---1--1--'+-+--'-~-i-.~~-+· +.;,-, ·cj' 1. . ic:: ·f-'1--··+---J+--r '+'-+-~-+-++._j.1.1-j..--1--+~.1..1+1_J ~ I I j". I t CROSS SECTION STA 15+44.13 SCAlE{&flf• l· 9•40' 16 101 100 I 17 98 18 91 96 5 PLAN-MOON FIELD DRIVE 2710 i,0ker Avenue West Suite 100 Carls:::,cd, Cclifomia 92008 760-931 ·-7700 Fcx: 760--931--8680 Civil Eng:necring Planning Precessing Surveying SCALE I'= 40' DESIGNED BY: K.H., J.S.T. DATE: NOV. 2002 DRAWN BY1 . BCO, KF, NC SCALE: 1 • = 40' PROJECT MGR.1 K.H. JOB NO.: 98-1020 ENGINEER OF WORK: 144 J?&,. ~ KEITH w. HANSEN DATE:/2Mfa1 RCE: 60223 "AS-BUILT . ··········-~,:l.4--,f_. ONO l. MRl(T/N fi>TO EXP.•·30·O8 REVIEWED BY: H (/ I I 116 /£CREATION 95 6 .t/42./07 DATE z.-zo-01 DATE 1 19 20 SEE SHEET 14 94 8 NOTE f.l ELECTRONIC DATA RLES AR£ FOR REF£R£NC£ ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR l/£Rl/CAL SUR/1£Y CONTROL BENCHMARK: DESCRIPTONt STANDARD M-10 STREET C£NTFRLIN£ Ufl.L MONUMENT LOCATION: C£NTERUN£ OF £L CAMINO REAL AT ENGINEER's STA 1/0N 454+ 92 PER R.S 1800-1 9 Rt.CORO FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT, CONTROL DATA) ELEVATION: 68479 DATUM: US.C. & G.S. 21 10 I· I ! -I~ I"- -.. ~ C HUNSAKER & ASSOCIATF.S ) ( '°'"' HW;N">Nrn. \ I' L A t-4 M l N Ci YJ110000, CA !f.<121 1· \ t N ,C p,H!. ( IH N C ?H {$$@ SSM!!OO ,t ( ii iJ fl: ',It VIN(; FX !e5$)»6•14·JA ~ ' "--"----"'--''----/"---,__/ o· 10' w-!1 40' 20' SCALf: 1" ~ 40' 80' l<kf I NO I 2 3 4 5 6 7 8 9 10 II 12 13 i t -! i . I i I-I I I I i ' -L I 1·: I. i I "" I . ' I STORM DRAIN DATA DELTA/BEARING RADIUS LENGTH TANGENT REMARKS N 77'58'/2" E 2725' 18' RCP ~ 1350 D N 77'58'/ 2" E 3.25' " n 6. -07WJ'49" 412.tJO' 55.23' 27.65' ,, n S i9"59'!8" E 61144' " " S 19'59'/8" E 61.49' » n 6. = 39'.25'52" 212.tJO' 14590' 75.97' ,, • S 0073'5/' W 32.09' " " N 29'59'49" £ 3.25' " • 6. = 0473'30" 212.tJO' 16.87' 8.44' " " N 65V3'.32" W 55.!6' ., . N 65'50'03" £ --16.51' " " 6. = 1J'.2 7'47" 412.tJO' 9681' 48.6J' ,, " N PQY>04()" w 3.25 ,, ,, WA TFRTICHT JOINTS SE£ SHEET No. 10 & 11 FOR IMPROl/£MEMT PLANS I i-----t---t .. -...... -.. --,,--·-···------------l--+---+----1-.-.. -.--1_ [ru CITFYGINiriNG ~~B~N~AD L1Li DATE INITIAL !NITIAl DATE lNITIA~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAi. C!TY APPROVAL G. \jobs \LOC1\S.J1 JL0\%2llW 1 d.JvrJ L;e,: :J4, LUU,J 1 'l: 5' prn :<reb: 9820¥,1; 982·JW~1A;:,; 9820WSTR, 932CWU L, 9320wpi ;;; 9820AS-!R; 982/JAU lL STOW DRAIN PLANS FON CAL4 VENA HILLS II Vilt.AG£ 'W': MOON F/£LO ORIV£ STA 13+49.16 TO STA 20+38.01 APPROVED Qr" A C r 14-..i 1, k& LLOYD 8. HUBBS PE 2388[XPmif 12-31-05 CITY ENGIN[ER DWN 0Y: ---PROJECT NO. CHKD BY: 4.~ RVWD BY: C. T. 01-05 DRAWING rw. 408-4 I