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HomeMy WebLinkAboutDWG 453-8; CT 04-26; ROBERTSON RANCH PA 16, 17 & 18; 01-58( ' ! ! I ' I I ' I I I, I :· I ' ' ' ' •--~•->----\ 1-- G£NEHAl NOTES I. THIS PLAN st/PERSEOES All OTHER PLANS PREV/0/JSI. Y APPROW BY THE CITY OF CARLSBAD RfflAROING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. STH££T NOTES CARLSBAD TRACT No. 2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/1,E" ANY POR1/0N OF THE CARLSBAD /,1/JNICIPAL COIJE, RESOL/JTION OF CONDITIONAL APPROVAL, CITY STANOAROS OR OTHER A00/1/0NAl OOCIJ/,IENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PRO.ECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE' PLANS 111-/EN NON-CONFORMANCE IS 0/SCOVEREO. J. CITY APPROVAL OF PLANS OOES NOT RELIEl,E" THE OEVf/.OPER OR ENCINEER- OF-WORK FR()l,I RESPONSIBILITY FOR THE CORREC1/0N OF ERRORS ANO ()1,1/SSIONS 0/SCOl,f"REO 0/JRING CONSTR/JC1/0N. All PLAN REVISIONS SHALL BE PRQ\fPll Y st/BMITTEO TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FR()l,I THE CITY ENC/NEER MLl BE REQIJIREO FOR ANY IKJRK IN THE P/JBLIC RIGHT OF WAY. PRIOR TO PERMIT ISS//ANCE, A C£R1/f1CA TE OF INSURANCE Af/JST 8£ fllEO NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE's POLICY IN THE Af/Nl/,1/J/,I AMO/JNT OF 11,000,ooaoo FOR EACH OCC/JRRENCE OF LIABILITY. THE INSURANCE CQl,/PANY CQl.(PANY Hf?/1/NG THE POUCY MUST HA f'E A RA TING OF ii "-OR BETlFR ANO A Sil£ CA lEGORY OF aA,5:5' V OR BETTER AS ESTABLISHED BY p'£S7S" KEY RA 1/NG (l{J/0£ 5. NO WORK SHALL BE C()l,ll,IENCEO /JNTll All PERMITS HA l,f" B££N OBTAINED FR()l,I THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQIJIREO IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTR/JCTEO PRIOR TO THE OEAOLINE OA TE OF THE IMPROVEMENT ACR££AIENT. 7. NO RE'AS/0/0,'S Mll BE MADE TO THESE PLANS MTHO/JT THE lff?/TTEN APPROVAL OF THE CITY ENGINEER, NOTED MTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO 1/llE SHEET. 8. ORIGINAL DRAMNGS SHALL BEC()!,1£ THE PROPERTY OF THE CITY /JPON BEING S/CNEO BY THE CITY ENC/NEER. I. ACT/JAL STR/JCTIJRAl SEC1/0NS Mll BE OETERMINEO AFTER "R" VAl/JE TFSTS HA l,E" B££N CONO/JCTEO BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE RElO OF APPLIED SOil MECHANICS, ON THE PREPARED BASEMENT SOIL THE "R' VAl/JE TESTS AND THE ENGINEERED STR/JCTIJRAl SECllON IJ/JST BE S/JBIJITTEO TO TH£ ENGINEERING INSPECTOR FOR RE'AEW AND APPROVAL A MINIM/JIJ OF TWO (2) CITY WORKING DA Y.5' BEFORE llfE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, /JNOERCRO/JNO CONO/JIT R/JNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE "AS-B/JILr PLANS. NO DIRECT 8/JR/Al STREET LIGHT Fa/JNOA1/0NS Mll BE ALLOWED. All l/J/,1/NAIRES SHALL 8£ ·cur OFF" rtPE . = c:; - 3. All /JNOERCROIJND /J1/Ll1/ES ANO LATERALS SHALL BE /NSfA{[£[; PRIOR TO . " CONSTR/JC1/0N OF CIJRBS, CROSS G/JTlERS OR st/RFAC/NG OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE MTH A 1,1/N/1,1/J/,I D-lOAO OF 1,.J50. FOR PRIVATE STORM DRAINPIPES. /JP TO 15" Pvr: MAY BE /JTILIZEO PROV/0£1) DEPTH IS LESS THAN 15 FEET ANO BACKflllEO MTH .J/4' ROCK PER SORSO S-4 rtPE •c• ANO PIPE MEETS ASTM STANOARO .JO.J4 FOR SOR .J5 SO{JO WALL PIP£ 5. 6. 7. 8. 111-/ERE AN EX/S1/N&' PIPE LINE IS TO BE ABANOONEO IT SHALL BE RfJ.(OVEf) MTHIN THENTY FEET.OF 8/J/LO/NG OR STREET AREAS ANO REPLACED MTH PROPERLY C{)l,(PACTEO SOILS. IN OTHER AREAS THE PIPE Mll BE Pl/JCGEJJ MTH CONCRETE OR REl,(0';8) AS APPROVED BY THE CITY ENGINEER. 111-/illCHA/R RAMPS SHALL BE INSTAllEO PER REOIJ/RfJ.(ENTS OF 1/llE 24, CALIFORNIA Al}A(/NISTRA 1/1,E" COi}£ STREET TREES SHALL 8£ INSTALLED PER SECTION IV O..J OF THE CITY OF CARLSBAD LANDSCAPE MAN/JAL RRE H't1JRANT MARKERS SHALL BE PLACED IN THE STREET Mllf/N llfE LIMITS OF WORK OF THIS PLAN PER SORS DHG IJ19. 9. THE ORIC/NAl ORAMNC SHALL BE REVISED TO REFZECT AS-8/JllT CON0/1/0NS BY THE · ENGINEER-OF-WORK PRIOR TO flNAL ACCEPTANCE OF THE WORK BY THE CITY 9. All st/Rl,f"Y /,ION/JMENTS AND POINTS THAT ARE 0/Sl/JRBED BY THIS WORK SHALL BE REESTABLISHED, PERPETIJA TED, AND DOC/JAIENTEO PER THE PROFESSIONAL LAND 10. ACCESS FOR RR£ AND OTHER fJ.(ERGENCY £f111Cl£S SHALL BE MAINTAINED TO THE PRo.E~T SITE AT All 1/MES 0/JRING CONSTR/JCTION. st/Rl,E"'/VRS ACT. 10. TWO (2) SETS OF S/JRl,f"Y {CUT) SHEETS SHALL BE PROV/OED TO TH£ CITY ENC/NEERING INSPECTOR. ROBERTSON RANCH PA 16, 17, & 18 SIGNING ANO STHIPING NOTES 1. TH£ CONTRACTOR IS RESPONSIBLE FOR INSTALLING All SIGNING ANO STRIPING. 2. SIGNING, STRIPING AND PA 1,E"l,IENT MARKINGS SHALL CONFORM TD llfE CALIFORNIA MAN/JAL ON /JNIFORIJ TRAfflC CONTROL DEVICES {FHWA 's M/JTCO 200.J REVIS/ON1, AS AMENDED FOR /JS£ IN CALIFORNIA), CAL TRANS STAND ARO SPEC/RCA 1/0NS ( ./Ill Y 2006 OR LA TEST /IE"RS/ON THEREOF}, THfSE PLANS ANO THE SPEC/Al PROVISIONS. J. All SIGN/NC ANO STRIPING IS S/JBJECT TO llfE APPROVAL OF llf£ PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 1/VE, PRIOR TO INSTALLA 1/0N. 4. ANY /JEVIA TION FROI,/ THESE SIGN/NC ANO STRIPING PLANS SHALL BE APPROVED BY THE ENC/NEER OF WORK ANO P/JBl/C WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE REl.O. 5. All SIGNING AND STRIPING SHALL BE REFZEC11/IE" PER CAL TRANS SPEC/RCA 1/0NS. Sllr/PING SHALL BE REPAINTED TWO WEEKS AFTER IN/1/Al PAIN1/NG. SIGNING SHALL /JS£ ENCAPS/JLA TEO LENS RmEC1/1,E" SHEETING (HIGH INTENSITY OR EOIJAL). 6. PRIOR TO RNAl ACCEPTANCE OF STREET IMPROVEMENTS, All STREET STRIP/NC ANO AND MARKINGS MTHIN A 500' PERIMETER OF llf£ CONSTR/JCTIOl;I PROJECT Mll BE RESTORED TO A "LIKE NEW" CON0/1/0N, IN A MANNER MEETING llfE APPROVAL OF THE CITY INSPECTOR. 7. EXACT lOCA 1/0N OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROl,f"O BY THE P/JBLIC WORKS DIRECTOR OR HIS REPRESENTA 1/1,E" PRIOR TO INSTALLA 1/0N. 8. CONTRACTOR SHALL REMOl,f" All CONfl/C11NC PAINTED LINES, MARKINGS ANO PAl,f"MENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROAIPll Y RfJ.(01,E"D BY llfE CONTRACTOR. 9. All PAVEMENT LEGENDS SHALL BE .THE LA TEST VERSION OF llfE CAL llrANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE f1£l0 LOCA TEO. CROSSWALKS SHALL HA l,f" 10' INS/OE 0/MENSION UNLESS OTHERMSE SPEC/RED. 04-26 1 1 BASIS OF 8£AHINGS. THE BASIS OF BEARING FOR THESE IMPROVEMENT PLANS IS THE £ASTER£ Y LINE OF R.O.S. 11111 l£ S04'1.J'.22"W (48-49}. PHOJ£CT LOCATION ASSESSo.R's PARCEi. NOS. l68-.J61-01 CALIFORNIA COORDINATE INDEX No . .J.J8-161I {2000-6240) OECLAHATION OF H£SPONSIBL£ CHANG£ I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA l,f" EXERCISED RESPONSIBLE CHARGE OVER llfE DESIGN ON THE PROJECT AS DfflNED IN SEC1/0N 610.J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT llf£ DESIGN IS CONSISTFNT MTH CURRENT STANOAROS. I /JNOERSTANO THAT llfE CHECK OF PROJECT ORAMNIJS ANO SPEC/RCA 1/0NS BY THE CITY OF CARLSBAD OOES NOT REI./El,E" 1,1£, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. OVA Y CONS/IL TANTS, INC. 2110 LOKER A VEN/JE llf."ST, ST£ IOIJ CARLSBAD, CALIFORNIA 92010-6609 (760} 9.JT-1100 /;;;J,u,., f 1 '/},,,,v1 OA Tc.· ~ i ~ loo¥ GEORGE O'DAY )-' WOHK TO 8£ DONE llfE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE Mllf llfE FOLLOMNG DOCUMENTS, CURRENT AT THE 1/ME OF CONSTR/JCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD M/JN/CIPAL COO£ 2. CITY OF CARLSBAD ENGINEERING STANDARDS. J. THIS SET OF PLANS. 4. PLANNING COl,/1,1/SSIONS RESO/./J1/0N NO's 6.J4.J THR/J 6.J46 & CITY Ca/JNC/l RESOL/Jl/ON NO. 2001-290. 5. THE STANDARD SPEC/RCA TIONS FOR P/JBl/C IKJRK CONSTR/JC110N {GREEN 8(](}!(} 6. SOILS REPORT ANO RECOl,IMENOA TIONS BY GEOSO/lS, INC. DA TED: JAN 15, 2007. 7. THE SAN 0/ECO AREA REGIONAL STANOARO DRAMNCS ANO AS IJA Y BE l,IOIJ/REO BY TH£ CITY OF CARLSBAD STANOAROS. 8. STORMWATER POL.l/J110N PREVENTION PLAN {SWPPP} PREPARED BY OVAY CONSULTANTS, INC. OA TEO JAN. 15, 2008, HIJ/0 NO. 9 .J1C.J44227. 9. STORM WATER MANAGEMENT PlAN/SWIJP} PREPARED BY OVAY CONS/JLTANTS OATEO: JAN. 2008 SW/JP 0100.J9. 10. CSIIQA BMP CONSTR/JC1/0N HANDBOOK & CAL TRANS CONSTR/JCTION SITE BMP MAN/JAL. · 1 I NO~· OIIANllf/ES SHOWN HEREON Al/£ FOR BONDING Pl!RPOSES ONLY, ACTIJAl 0/JAN7117ES M4 Y VARY. L£G£NO DESCRIPTION S/JBDMS/ON BOUNDARY LINE. PROPOSED R.D.W. LINE. P.C.C. 6' CIJRB & G/JlTER. · 6" MEDIAN C/JRB (ROllEO). . • ROLLED C/JRB. .{OETA/4 SHEET 4). A.C. PAVEMENT/APPROVED A.8. . . , . (SEE SHEET .J FOR STR/JCTIJRAL SEC1/0N} , ' SDRSD UNLESS DWG. NO. NOTICED .G-2 TYPE t''. .G-4 {!YPE 'BJ. .C-4 {!YPE-'lJJ. SWIP..'ED AC PAVEJ.fENT / APPROW A.8.. fPJ?IV4c,ee.\.'f !\,!AJ>-l"Ti'l-i.~ Pel2.)· {SEE SHEET .J FOR STR/JCTIJRAL SECTION) e,-,c.,IZ.. Al.12-M"T. ,,.. ,>7, 1-Z:'o l/JRF BLOCK. SYMBOL I I ~ 1.·.·.·.·1 L,:+· •• _ QUANTITY 20,91.J lF 251 lF 2, 10.J lF .J84,100 SF 19,500 SF II. 111-/ERE TRENCHES ARE Mllf/N CITY EASE/JENTS, A SOILS REPORT COl,IPR/SED OF.- (A) SIIAIAfARY SHEET, {B) LABO/IA '[r}RY WORK SHEETS ANO {C} COl,IPACTION CIJRl,E"S, SHALLBE S/JBMITTEO er-A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DO/NC 8/JSINESS IN THE f1£l0 OF APPLIED SOILS MECHANICS. THE SOILS REPORT Mll BE SUBMITTEO TO THE CITY ENC/NEERING INSPECTOR MlHIN Vff'J WORKING OA Y.5' OF C()l,IPLE1/0N OF f1£l0 TFSTS. THE lff?ITTEN RElO COl,IPACTION REPOR1(S} SHALL BE //,IMED/AlElY S/181,1/TTEO TO THE CITY ENC/NEERING INSPECTOR /JPON C{)l,(PLE1/0N OF THE RElO TESTS. SEW£H NOTES 1. SE',;ER MAIN ANO APP/JRTENANCES SHALL BE CONSTRVCTEO IN ACCORDANCE MTH THE "CITY OF CARLSBAD ENC/NEERING STANOAROS {LA TEST E0/1/0N}, VO/../JIJE 1 -GENERAL DESIGN STANDARDS, CHAPTER 6-0ESIGN CRITERIA FOR CRA VITY SE',;ER LINES ANO APP/JRTFNANCES, ANO VOI./JME .J -STANOARO ORAMNGS AND NOTES AND llfE STANDARD SPEC/RCA 1/0NS FOR PUBLIC IKJRKS CONSTRUCTION, LA TEST ED/1/0N {GREEN BOOK}. ff. All CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROIIS ANO PAVEMENT LEGENDS SHALL BE THERMOPLASTIC /JNlESS OllfERMSE SPECIREO. 12. RRE H'rlJRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MAN/JAL ON /JNIFORIJ TRAfflC CONTROL DEVICES (FHWA '.5" M/JTCO 200.J REVIS/ONT, AS AMENDED FOR VS£ IN CALIFORNIA) AND SAN 0/EGO REGIONAL STANOARO ORAMNC M-19. 1.J. All MEO/AN NOSES AND FLARES SHALL BE PAINTED lf"LlOW. 14. All SIGNS SHALL BE STANOARO SIZE AS SHOWN IN THE CALIFORNIA MAN/JAL ON /JNIFOR/,1, TRAmc CONTROL DEVICES {FHWA '.5" /,1/JTCO 200.J REVISION/, AS AMENDED FOR /JS£ IN CALIFORNIA) /JNLESS O llfERMSE SPEC/RED. R. C.£ NO. .J2014 {I EXP. 12/.Jf/08 SOUHC£ OF TOPOGHAPHY TOPOGRAPHY SHOWN ON llf£SE PLANS WAS GENERA TEO BY AERIAL SURl,f"Y IN IJA Y 12, 2005 BY SAN-LO AERIAL P.C.C. CROSS G//TTFR P.C.C. SIDEWALK {4?, P.C.C. OWY. PEDESTRIAN RAMP. STREET LIGHT (9,5()(/ 'L/JMEN} .CITY GS-9, G-12. .C--7. ,()-148•. .G-21 T'tPE '.4; CITY GS-.J2, OETA/l SHT. 4. .E-1'\ E-2•. ..)W.L ~ n-- 2,00.J SF 9,5.JO SF 1' (1;1;;; -~v~·'), ' r : .. s,5 co".~\ £\ '5"2c EA 12. A PKECQNSTRUC110N MEEJJNG SHALL BE HEI.IJ AT TH£ Sllf PRIOR TO THE BEGINNING ·. Of l!f)RK AdO SHAll BE A TIENDEO BY All REPRESENTA ll',fS RESPONSIBIE FOR CONSTRUCTION. INSPECTION. SUPERVISION. . TESTING ANO All OTHER ASPECTS OF .ll:!£..M28if. TH£ CONTRACTOR SHALL SCH£0/JLE THE MEE1/NG BY CAWNG. THE INSPECTION LINE AT (160) 4JIJ-.J891 AT LEAST Rl,E"(5) . WORKING OA Y.5' PRIOR TO STAR1/NG CONSTR/JCTION. APPROVED DRAMNGS M/JST BE AVAILABLE PQIOR TO SCHED/JLING. ·. ' TJ. All (NSPEC110N REQIJESTS OTHER THAN FOR PRECONSTRIJCTION MEETING Mll BE MA1J£ BY CAlllNG THE ENGINEERING 21 HO/JR INSPEC110N 8fQl/£ST UN£ AT (760! 438-3891. INSPECTION REQIJESTS MUST BE RECEIVED PRIOR TO 2:00 P.AI. ON THE OAY BEFORE THE INSPECTION IS NEEOffi INSPEC1/0NS Mll BE MAOE THE NEXT WORK OAY l/NLESS YO/J REQIJEST OTHERMSE. REQIJESTS MAOE AFTER 2· 00 P.AI. Mll BE SCHED/JlEO FOR THO F/Jll IKJRK OA Y.5' LA !FR. 14. THE OWNt;R ANO/OR APPLICANT THRa/JGH TH£ DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCL/JD/NG SHORING, ANO SHALL BE SOL.El Y RESPONSIBLE FOR CONF0/?1,//NG TO All LOCAL, STATE AND FEOERAl SAFETY ANO HEALTH STANDARDS, LA/IS ANO RE(J(JlA1/0NS. 15. THE CONllrACTOR SHALL CONFORM TO LABO/I COO£ S£C1/0N 6105 BY st/BIJ/TTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOMNG THE DESIGN OF SHORING, BRACING SI.OPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECT/ON FRO!,/ THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH. OR TRENCHES OR 0/JR/NG THE PIPE !NSTALLA TION THEREIN. THIS PLAN IJ/JST BE PREPARED FOR All TRENCHES Rl,f" FEET {5J OR MORE IN DEPTH ANO APPROl,f"O BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCA VA 1/0N. IF THE PLAN VARIES FROM THE SHORING SYSlfl,( STANDARDS ESTABUSHEO BY THE CONSTRUCTION SAFETY OROERS. Till£ B CALIFORNIA AlJAIIN!SlRA 71V£ . CQOE, THE PLAN SHAll BE PREPARED BY A REC/STEREO £NC/NEER AT THE CONlRACTORS EXPENSE, A COPY OF llfE OSHA EXCAVATION PERMIT M/JST BE S/JBMITTEO TO llfE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RFSO/JRCES ARE 0/SCOl,E"REQ MTHIN ANY HQRK ZONE D/JRING CONSTR//{;1/0N, OPERATIONS llfll CEASE IMMEDIATELY. AND TH£ PERM/Tl/;T Mll N01/FY THE CITY ENGINEER. OPERATIONS Mll NOT RESTART /JNTll THE PERl,I/TTEE HAS RECEJVEf) lff?ITTEN A/JTHORITY FROM THE CITY ENC/NEER TO DO SO. . 2. THE CONTRACTOR SHALL OBTAIN AN EXCA VA 1/0N PERMIT FROI,/ THE 0/VISION OF /NO/JS TR/Al SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO All PROVISIONS OF llfE STA TE CONSTR/JC1/0N SAFETY ORDERS. J. BEFORE ANY CONNECTION TO llfE 0/STR!Cl'S EXIS1/NG SY.>TEY, A PERMIT SHALL BE OBTAINED FROAI THE DISTRICT. IT M/JST BE SIGNED ANO APPRO/IE"O BY THE 0/STR!Cl'S ENGINEER ANO SUPERINTENDENT. 4. BEFORE CONSTR/JC1/0N BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REO/JIREO. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NC INSPEC1/0N 48 Ha/JRS PRIOR TO TH£ BEGINNING OF CONSTR/JC1/0N. {TELEPHONE NO. [160] 4JIJ-.J891) WAT£H NOTES 1. WATER & RECYCLED WATER MAIN ANO APP/JRTFNANCES SHALL BE CONSTRl/CTEO IN ACCORDANCE MTH THE 'CITY OF CARLSBAD ENC/NEERING STANDARDS" (LA TEST ED/1/0N) VOI./JMES 2 & J. 2 llfE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FRO!,/ llfE 0/VISION OF INO/JSTR/Al SAFETY 8£Fo.RE ANY EXCAVA 1/0N AND SHALL PROVIDE PROOF OF OSHA N01/RCA TION ANO SHALL ADHERE TO All PROVISIONS OF THE STA TE CONSTRUCTION SAFETY a.ROERS. J. BEFORE ANY CONNEC1/0N OR SH/JT DOWN OF VAL 1,E"S ON EX/S1/NG C.U. W.O. LINES, A PERMIT SHALL BE OBTAINED FROIJ THE C.AI. W.O. OFRCE ANO M/JST BE SIGNED ANO APPROVED BY llfE CITY OF CARLSBAO's OEP/JTY CITY ENGINEER ANO llf£ /JTll/TY OPERATIONS' PIJBLIC IKJRKS MANAGER. 4. A PRECONSllr/JCTION CONFERENCE MEETING SHALL 8£ HELO A MINIMIJ/,1 OF 1 DA rs BEFORE CONSTR/JC110N BEC/NS. THE CONTRACTOR SHALL NOTIFY llf£ CITY OF CARLSBAD ENC/NEERING INSPEC1/0N 48 HO/JRS PRIOR TO BEGINNING OF CONS77r/JC1/0N, lElEPHONE N0.(160} 4.J8-.J891 FOR SCHED/JLING. 17. All OPERA1/0NS CONO/JCTEO ON THE SITE OR ADJACENT llfERETO, INCL/JO/NG WARMING 5. /JP, REPAIR. ARRIVAL, DE.PART/JR£ OR OPEJ?A TION OF llr/JCKS, EARllf!JOVING · TH£ CONTRACTOR SHALL N01/FY llf£ CITY OF CARLSBAD ENGINEER/NC INSPEC1/0N DEPARTMENT 48 HO/JRS PRIOR TO STARTING WORK SO THAT INSPECTION IJA r BE PROVID[l) -lElEPHONE NO. {160}4.J8-.J891. EQIJIPMENT. CONSTR/JC1/0N EOIJIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EQIJ/PMENT SHALL BE LIIJITEO TO llfE PER/00 BETM:EN 7.·00 A.Al. AND SUNSET EACH OAY, MQNOAY THROIJGH FRIDAY AND NO EARTHMOVING OR CRAOING OPERA1/0NS SHALL BE CONO/JCTEO ON MIKENOS OR HOLIOA YS. (A LIST OF CITY HOLIOA rs IS 6• AVAILABLE AT THE ENC/NEERING DEPARTMENT Ca/JNTER.) NO TREES OR STR/JCTVRES SHALL BE AllO/lf."O IN llfE WATER LINE EASE/JENT. All £XIS1/NC TREES ANO STRVCTIJRES SI/All BE REIJOW PRIOR TO C0/,1/,IENCEl,IENT OF WORK -ANY EXCEP1/0NS SHALL REO/JIRE 1111/TTEN PER/,1/SSION FRO!,/ THE DISTRICT ENC/NEER. 18. All OFF-S/lF HAUL 80/JlfS SHALL BE SIJBMITTEO BY THE CONlRACTQR TO TH£ CITY ENGINEER FOR APPROVAL lHQ Fl/LL · gKING OA XS' PRIOR TO BEGINNING OF MJRI<: THE COtlll1ACTQR SHAll BE RESPONSIBLE FOR ANY DEBRIS OR OAI.IAGE OCCURRING Al ONG THE HA/JL 80/Jlf QR ADJACENT STREUS AS A RESl/l T Of THE GRAOING OPERA T/ON. 19. NO BLAS1/NC SHALL BE COl,/MENCED MllfOIJT A CITY ENGINEER APPROVEf) BLASTING PROGRAM AND BLAS1/NG PERMIT. ,20. THE EXISTFNCE ANO lOCA1/0N OF UTILITY STR/JCTIJRES ANO FACILITIES SHOWN ON llfE CONSTRIJCT/ON PLANS WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE REt;ORas. ATTENTION IS CALLED TO llfE POSSIBLE EXISTENCE OF OTHER /J1/l/TY FACILITIES OR STR/JCTIJRES NOT SHOWN OR IN A lOCA 1/0N DIFFERENT FROI,/ THAT SHOWN ON llf£ PLANS. TH£ t;ONTRACTOR IS REOIJ/REO TO TAKE 0/JE PRECA/JTIONARY MEAS/IRES TO PROTECT THE /J1/l/1/£S SHOYtN ON THE PLANS AND ANY OTHER EXIS1/NC FACILl1/ES OR STR/JCTIJRES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY TH£ lOCA 1/0N OF All EXIS1/NG FAC/l/1/ES {ABOl,f"GRa/JND ANO /JNOERGRO/JND) MTH/N llf£ PRo.ECT SITE stlfflCIENll Y AHEAD OF THE CONSTR/JCTION TO PERMIT llf£ REVISIONS OF THE CONSTR/JC1/0N PLANS IF IT IS FO/JNO THAT TH£ ACT/JAL lOCA 1/0NS ARE IN CONFUCT MTH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFF£CT£0 /J1/LITY COMPANIES {SEE BEL.OW) AT LEAST TWO F/Jll IKJIIK/NG OA Y.5' PRIOR TO STAR11NG CONSTR/JC1/0N NEAR THBR FAClllllES ANO SHALL COORDINATE IKJRK MTH A C()l,IPANY REPRESENTA 1/VE. /JNDERGRa/JND SERVICE ALERT 1-800--422-41.J.J SOG.tE 1-800-660-1.J4.J AT&T 1-800--892-012.J 1/ME WARNER {760) 4.J8-1141 COX CO/,ll,IIJNICA 1/0NS (160) 806-9809 CITY OF CARLSBAIJ (STREETS ANO STORM DRAIN} (160) 4.J4-2980 CITY OF CARLSBAD (SEHfl?. WATER & RECYCLED WATER) (160} 4.JB-2122 CAIJ77QN II 1. All 8/JR/ED COPPER PIPING ANO APPIJRTENANCES SHALL BE PROTECTED BY MEANS OF CA THOO/C PROTECTION. IF DEVf/.OPER/OWNER COND/JCTS A SOILS TEST REPORT ANO OEMONSTRA TES THAT PROT£C1/0N CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENCINEER/Mll CONSIDER AN Al TERNA 1/1,E" FORA/ OF PROTFC1/0N. 8. llfE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO rtPE OF MATERIALS OF llfE RRE LINE lOCA TEO B£TM:£N THE DETECTOR CHECK VAL l,f" ANO 8/JILO/NC SHALL BE OETERIJINEO BY THE CITY OF CARLSBAD RRE MARSHAL. 9. All POTABLE WATER ANO RECYCl.£0 WATER SERVICES SHALL 8£ 1' ANO All METERS SHALL BE 5/8" (/JNLESS OTHERMSE NOTED ON PLANS). 10. All WATER METER BOXES SHALL BE 11" X .JO' X 12' POL WER CONCRETE AS MAN/JFACTIJRED BY ARMORCAST OREO/JAL 11. IJINIM/JIJ SPACING BETllfEN POTABLE WATER LATERALS ANO SE/lf."R SERVICES SHALL BE 10 FEET. -12 THE TOP OF WATER METER BOXES SHALL 8£ FL/JSH MTH THE RN/SHED S/JRFACE CRAO£ 1.J. CONSTRIJC1/CW OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO THE 'CRITERIA FOR llfE SEPARA1/0N OF WATER MAINS ANO SANITARY SEWERS' P/JBL!SHEO BY THE STA TE OF CALIFORNIA 's DEPARTMENT OF HEAL TH SERVICES. 14. AX/Al DEFU:.V1/0N AT llf£ PIPE JOINTS AR£ NOT ALLOWED. llfE /JS£ OF A HIGH-OEFZEC1/0N CO/JPLING AT A PIP£ JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEEO 4 DECREES TOTAL OEFLEC1/0N PER CO/JPl/NG (2 OEGREES/tACH GASKET}. /JS£ CERTAINT£EIJ "VIN"/1.. -IRON' H.O. FOR C900. 15. SIGN POSTS SHALL BE SO/JAR£ PERFORATED STEEL l/JB/NG MTH BREAKAWAY BASE PER SAN 0/ECO REGIONAL STANO ARO ORA MNG 1,1-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOIJNTEO /JS/NC A STANOARO CITY OF CARLSBAD IJO/JNTING BRACKET MTH STRAPS. 17. EXISTING SIGNS RfJ.(OVED BY TH£ CONTRACTOR SHALL BE OELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD P/JBl/C WORKS YARD AT 405 OAK A1,E"N/J£ 18. All SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/0£1) ANO INSTAllEO BY THE CONTRACTOR EXCEPT THOSE SIGNS SPEC/flCAll Y SHOWN AS EXIS1/NC TO BE RELOCATED OR TO REMAIN. 19. {IF NECESSARY) 111-/ERE R4-1 SIGN AND (}l,(f-.J OBJECT MARKER ARE TO BE INSTAllEO IN A 2-FOOT MOE MEO/AN NOSE, THE R4-1 SIGN SHALL BE 18'X24' ANO THE Ol,/f-.J OBJECT MARKER SHALL BE 12•x12• L£G£NO CONT. SURl,f"YS. TOPOGRAPHY & EXIS1/NG UTILITIES ON COLLEGE Bl VIJ ANO CANNON RO. l,E"R/REO BY RElO S/JRVl':Y.5' CONOIJCTEO BY OOA Y CONS/IL TANTS FEBR/JARY 28, 2005,. MARCH 1st 4th, 10th, 14th, 16th, 2005. TOPOGRAPHIC INFOR/.IA TION SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANOAROS LEGAL OESCH/PT/ON LOT 5 OF IJAP 15608, CARLSBAD TRACT NO. 02-16, ROBERTSON RANCH EAST VILLAGE. RlEO IN THE OFRCE OF THE COIJNTY RECORDER OF SAN 0/ECO CO/JNTY ON 9/18/07. ?ERUAN!:.NT E/.1P NOT€ /?VNdff .F"KtJM 7/11:5 ?~41£C,T /:J '77f:£",71i'".D BY A WArel{ t1WtllrY/ .D£Pot.LV111NT B/l:SIN C0N5TR.UCi"£D gy Dlv&c </33-G,A. DESCRIPTION DWG. NO. SYMBOL CITY OF OCEANS/OE H\GHWAY. _ 7e PACIFIC OCEAN _,-,_.,,..✓r SITE I rtPE '8' CURB INLET W/ "NO DUMPING" !!LE~,. TYPE '8-1' CURB INLET W/ "NO DUMPING" 1/lE"' . rtPE '8-2' CIJRB INLET W/ "NO 0/JMPING" 1/lE."' , rtPE '.4' CIJRB a/JllET. rtPE 'F' CATCH BASIN. rtPE "A-4' STORM DRAIN ct.EANa/JT. rtPE "8-5" STORM DRAIN CLEANOIJT. . 0 2• t. .0-2• t. .0-2• t. .0-25, .0-1. .0-9, .D-10. .D-10. EXIST. TYPE "8-5' STORM DRAIN ct.EANOIJT. MOO. TYPE "8-5' STORM DRAIN ClEANa/JT. STREET NAME SIGN. .OETA/l SHEET 5. STREET SIGN . STREET MON/JMENT. ,1,1-10. ,0-27. H£F£HENC£ OHAWINGS CANNON ROAD COLLEGE 80/JLEVARO S0/JTH AG/JA HEDIONDA INTERCEPTOR SEWER CALA VERA HILLS PHASE II @.i---J ==-----------lnP:--- 0 + ► 6. F,:•.+--il QUANTITY 15 EA 20EA 2EA 2EA 4 EA 10£A .J1 EA 2EA 17£A #EA 6.J EA 558EA 8" P. v.c. SEWER, / . SEWER ACCES.S"HOr. . . . SEWER ACCESSHOlf {Pl17 LINED}. 4' SEWER LATEIW. 12' CMl&c STEEL WATER l,IA/N. 12" Pl17 WATER M4/N. 8' pvr; WATER M41N. EXIST. WATER l,IA/N, a• CATE IMLW & VAll,E" IJOX ASSfJ.(BLY. 12" CATE IMLJ.f" & IMLl,E" BOX ASSEMBLY. 8' END CAP ,4SS£J.(8L Y W/ THR/JST BLOCK. RRE H't1JRANT ASSEl,(BLY . .cnr s-5. .cnr s-1. .cnr s-tA. .CITY S-1 .C.AI.W.0. W-.J4. .C.AI.W.O. W-2. .C.AI.W.O. W-2. .CMWO W-16, W-1.J. .C.M,W.O. W-16, W-1.J. .C.1.1.W.O. W-15. .C.A/.W.O. W-12. ./ --, -~--a---- --s,;._ -o~--- --s--<o~--- ------<@ ----w--- - ---11'--- ----11'--- -------w--~ - --0--- --0--- ~-w-~ ----11'-I_ ..:. 1' WATER LATERAL W/¾" METER.+ .C.AI.W.O. W-.J {W-.14 lOTS.265-.J04). . ..i.±'."'_~ .. ;....,.. NON-CONTIG/Ja/JS SIDEWALK ~• CON1/C!Ja/JS SIDEWALK ~w. 2' BLOW OFF ASSEI.IBl Y. 2' !JAN/JAL AIR RELEASE {M.A.R.}. 2• A.V. ASSEl,(BLY. THRIJST BLOCK. 18' RCP STORM DRAIN. 24" RCP STORM DRAIN. .JO' RCP STORM DRAIN. .J6' RCP STORM DRAIN. 42' RCP STORM ORAIN. .C.AI.W.D. W-6. .C.AI..W.D. W-6. .C.AI.W.O. W-1, .C.AI.W.O. W-15, 1/J- .0-60, .D-60, .0-60, ,0-60. .0-60. • AS l,(00/RED BY cnr OF CARLSBAD STANDARDS FOR PUB/JC IMPROVEMENTS '* OIJAN1l71ES SHOWN SHA11. 8£ VERIREO BY CONTRACTOR TO HIS Sl,TISfilCTION -... -II"--- ----II"---- --w-y-- 4, ==~=- ==~== ---=51t--- _!-;e:,, ~ -~ = =:::-=2t-:::= = ===~== 1 '" PROVIDE S/JNTREE TFCHNOLOG/ES STORM WATER /NilT BASKETS W/HYDROCARBON BOOMS AT All EXISTING ANO PROPOSED C/JRB INLETS, CONTACT 8/0CLEAN ENVIRONMENTAL AT {160) 4.J.J-764ll. All INLET RLTERS EXCEPT THOSE ON COLLEGE/CANNON Al/£ PRIVATElY l,IA/NTA/NED. Cl/RB HEIGHT DEPRESSION TRANsmoN PER cnr OF CARLSBAIJ DRAWING OS-I. ~ ... ____...-_ _,) 52 EA 11,.159 lF 48 EA 5 EA 285 EA 64 lF 906 lF 11,095 LF J9 EA :,: 6 EA .J4 EA 285 EA 28 EA 20 EA 11 EA 28 EA .J,001 lF 1,201 lF f,411 lF 156 lF 921 lF I CANNON RD. & COl1£GE Bl VIJ-Cf.lHIJ PLANS IMPROVEMENT PLANS FOR ROBERTSON RANCH RANCH EAST VILLAGE .JJ.J-20 .JO.J-2 92-406 390-9 404--7 4.J.J-6 + WATER SERVICES TO BE WRAPPED Wll1f ROOT BARRIER (BIO-BARRIER Of! 'cnr APPRO/IE"O £0/JAl) BE7WEEN Cl/RB & M£TER BOX WHEN WATFR SERVICE IS lOCATEO. Wlllf/N 7' OF STREET llrEE. SEE owe 45.J-8l FOR TREE LOCAllONS. ENCROACHMENT AGREEA(ENTS PR 01-121 PR 01-128 SUSMP PROJECTED PRIORITY: HIGH VICINITY MAP NO SCALE NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONl Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VER71CAL SURVEY CONTROL. REQUIRED TREATMENT CONTROL BMP TABLE rlYPE DESCRIPTION FLOW THRa/JGH MP-52 DRAIN INSERT SEPARATION OWNERSHIP DESIGNED BY: K H. DATE: NOV. 2007 DRAWN BY: C.F .• B.W., J.S. SCALE: 1 • = 20' PROJECT MGR.-G.O. JOB NO •. : 01..:1014 MAINTENANCE AGREEMENT ·-., J CCM? & BMP MAINTENANCE AGREEMENT SHEET NO. BENCHMARK: MAINTENANCE FREQUENCY DESCRIPTION: STANDARD M-10 SllrEET CENTERLINE IIUL IJON/JMENT LOCATION: CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S) 34 F.FLOW 1500 G.P.M. OUT OF 1 F.H.(S). r-------------------1 BLDG,JPRINKLED~ •• F.FLOW/l,1/&!,..G.P.M. CARLSBA°'.• MUNICi~ WATER DISTRICT f 1 ..-, 1 , (/ ~, ~ v:_ 7/:2:"1/bg 1--:c,c;-:::---c!>l~-/.~' ~,-.&-~~;:::,-:::-·:::,·.,--__:'3~/-_:,ld:.1 /,::1.J:..:'3::._. _j Fl MAR HA( I D;._TE -- DAVID A. HAUSER R.C.E. 33081 bATE DEPUTY CITY ENGINEER EXP. 6/30/08 "AS BUILT" !~SPECTOR , 6ATE i---i-----t-------------+---+--l---+--· ---l. I SH1EET .. I CITY OF CARLSBAD [SHSEBETS,I :===.::::=·::EN::G::::IN:::E:::E:::Rl::::N:::G::::D::::E::::P:::::A::::RTM=:E::::N::::T==~:::::::::::::::::=! !Af PROl-fl/ENT PLANS FOR: HOB£HTSON HANCH PA 16, 17 ,t 18 C.T. fH-26 ! ' /I Ave. (:;HTS 3; s){SH/F1lil> F2/!AI owc1 </33-6) APPROVED BY: ty~_), H~:..__ 3./ /! /v'g CONTRACTOR TO VERIFY THE EXACT LOCA 11ON OF EXIS11NG U11l/11ES IN THE FIELD PRIOR TO CONSTRUC11ON! 2710 Loker Avenue West Suite 100 Carlsbad, Ca!!forn!a 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsultonts.com Cfvll Engineering Planning Processing Surveying ENGINEER OF WORK: /L-J, ,~ ,'--r j '[}cw, , GEORG!ll O'OAY // DATE: --r.;;.,.. a ,·w, 8 RCE: 32014 RECORD FROM: CENTERLINE OF El CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800--1 CO/JNTY BENCH lEVf/.S {NO. CO/JNTY VERT. CONTROL OA TA) f"l"f h/..:..!'t-8/..,cl).,_a H't"'.;""-1· +'t,,,:1,-, \µQarv·"-'/S.'-",£_.' Dc,,,lv'c,.J,_.<~i.,,_,R~Lc!JIIT1.;.. ..,,",_...•T"-'R s._., "cs·Cc;,'-l.l!"· e ✓,.'Vu' 11,_,.111"'0,,_,tR'-'OC&!J fl~ll!!,IV..2/--'---l---Jl!LII f-l!:z="1c,e.:'...+G~V:,::.f'--1 DE:PU TY Cl TY ENGINEER PE 33081 EXP. 06/30/08 DA TE '~, 0,.....-,. ~Ht'57-'f 23.2'/. 2/·z, :,z ,, 3/7 .,, .,..,,.,1 DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY· (.;,,r-> C, T. o•,t "6 ,15.3·•-.·.·8 DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ELEVATION: 68.419 OATIJM.· N. V.G.0. OF 1929 G: \011014\0114GI01.dwg Jon 23, 2008 10: 11m;n -'-----'---,:_..., '-·---y,.,..;~, /111,l/':'! O'THER APPROVAL CITY APPROV~ RVWD BY: ,JU<.. _ , , 't-L• 'f", . ., ' --: :{}~ii ·" ""'1. I , 0'13009 ; A.H. #5 7 KEY LEGEND -+0-SEWER/JNE tk ACCESS Hot.£ ----50-STORM ORAIN -w--WATERLINE -Rlf--RECYCl.£0 WA lERl/NE [:::;:::] PROPOSED RR£ HWRANT p PROPOSED S11?££T LICHT -s--EX/SllNG SEltERi.lNE ----50-EX/SllNG STORM ORAIN --w----EX/SllNG WATFRUNE ---RW--EX/SllNG R£C'fCl£0 WA TERIJNE -~ ----.;> EX/SllNG AC SWALE II EX/SllNG RR£ H>VRANT :0: EX/SllNG STREET l/CHT CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCllON! NOTE!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. A.H. /. 2 A.H. If -----------·--------------------------- A.H. #13 --------,._ ------./ AH. /15 Jto ___ _--,:--. '' flOA. -------_ _,. --1.H. /14 _____ _.,, II 12 13 10 g 3 4 6 7 8 3 41 40 39 38 ,18 47 46 45 A.H. /26 44 A.H. #27 67 68 r,:: 66 64 OJ 62 63 56 57 58 59 /90 191 192 /93 186 /81 ,............'-~- 183 181 185 180 181 182 A.H. /8 ® • - ,s 151 152 156 154 15] " 158 A.H. #2 I 160 A.H. /2 164 163 162 166 165 161 168 141 148 149 C 146 142 /36 137 JOB 134 /35 A.H. /4 32 133 A.H. /3 • _f._ =--- " - 110 '22 opi6 115 114 JI.} -~-- --118 17 121 120 119 122 124 123 126 125 127 Ji.U.1.--'t.H. /19 A.H. 18 IOI 102 /OJ 104 107 108 99 . ~ -~ -~- 97 95 96 • • ~ -1-d --=== ---~--:_--:::::::..- -~--=--' 91 92 9.J 94 rr=:-~~~ ~ - 89 90 . ~. -~--¥-rl ,--J l! /iii I /1111 I II /II 11 ' . /f 1/ /i I 'J/ I ' . . I =~='~.;-:===_?'~ SHEET INOEX SHEET NO. 1 2 3-5 6-30 31-54 55-56 57-58 ~--= OESCR/PllCW llll£ SHEET KEY MAP OETAILS ANO STREET SECllONS (ID SURFACE ANO WA lER IMPROV£1,1£NT PLANS @SEllfR ANO STORI.I ORAIN PLANS SE/lff/ LATERAL DA TA TABLES S/CNING ANO STRIPING PLANS ~ ~ ' SCALE: 1" = 100' "AS-BUILT " 0 ~' A DESIGNED BY: K H. DATE: NOV. 2007 / "~? DRAWN BY: c.F .• s.w .• J.s. scALE: Af'i SHOWN h, -~ (J :f} J;. r z.o1, ~ROJECT MGR.· G.O. JOB NO.: 01-1014 ~L-: ry ,w, 1"-r C O N S U L T N-~T=---cSc---f----------------1 P.E. 3?,dt'{ EXP. '1¥31/IC. DATE 271 O Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultcmts.com Clvil Engineering Planning Processing Surveying ENGINEER Of WORK: DATE: .i;;;., zr 0 RCE: 32014 s!z./11,, ' DATE ., l . -___ \; ~ ""' . -' -- BENCHMARK: DESCRIPTION: STANOARO N-10 STREET CENTERUNE Ifill. MONVMENT LOCATION: CENTERUNE OF EL CAMINO REAL AT ENGINEER'S STAllON 454+92 PER R.S 1800-1 RECORD FROM: COIJNTY BENCH LEVELS (NO. COVNTY WRT. CONTROi. DATA) ELEVATION: 68.479 DATUM.· N. V.G.0. OF 1929 ---------------------- / /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL G: \011014\0114GI02.dwg Jan 17, 2008 7:31pm ' '"'W""""'" ------------ ----------------------------______ ,, ____________ ------,-------~--. ----. .,._ -- --------------------- i \~ \ " ~ ' ' \ \ I I ; .. >v / ,>(' '· \' ~-:::." \ \ ', 100' ----so· 200' SCALE: 1" = 100' I Sf2ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 INPROVEl,IENT PLANS FOR: ROBERTSON RANCH PA 16, 17 &-18 C.T. tu-26 APPROVED BY: DAVIVJA~ -:1/i1 ~ 'ii DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 DATE DWN BY: CHKD BY: <.,vP PROJECT NO. DRAWING NO. RVWD BY: JLR. C. T. 04-26 453-8 v~ .. fo• f'\11 ,!~I• n11 Anll AD, n11 A Ot:'n:;>, n11 ,!f"t:'TO, n11 JI Cl~ ,;o. n.11 A~I ITI • (\11 JI Cl !Tl , n11 JI Tt:'!Tt"• (H-t ,1vc;:nr. f\11 ,II ,:;:,ITC", n11 ,!Ot:'On, (!11 ,1"7, .~1. n11 A~n:J, f111 ,!/ 1"'01'"<, ,.,, .. ¾A, ,:"Tn. ,"\~◄ ~· •, • .-. ----· ------ PROPOSED 6' '""'\_ SOUND WALL 2' 29.5' JO' VARIES 102'-118' VARIES 51'-54' sT 18' 15' l:!ro1u [XJS[ Jfi"J"I_C --·11w VARIES (5/'-64') /9' EXIST. 5" AC PAVEMENT OVER AGGREGATE BASE ------------------- 18' TRAIL EASEMENT 5' EXISTING 5' HIGH SO/lNOWALL EXISTING CANNON ROAD (REACH 3,) 84" RCP 51' 10· J2' 8' 4' D.C. TRAIL STA. 150+24.18 TO STA. 164+4a73 TRAFFTC INOEX = 8.5 NO SCALE VARIES 102'-1!2' VARIES (51 '-6! '} VA VES VARIES 32'-52' (8' 18'} 9' 10' 5.5' /!IRRIGATION PER DllfJ /J.J-6 2' ~ EXIST. MEDIAN HARDSCAPE/ ~~~• ~~ I~ \ ~0' I J'-7' I ~7\-~~'i."'""'"'4~""~=-t~ ~.LLL. (PROPOSED 6' V SOUND WALL 20' 1 BERM (4' MAX} '<?:,,. :v· 21· I ¾-~ '(: '>· VARIES EXIST. 8" TYPE '8-t' EXIS17NG 6" TYPE "G" as· MEDIAN CURB £)(/S17NG PCC SIDEWALK CIJRB & GUTTER (TYP.) EXISTING 5" AC PA /t£1,/£NT D/IER AGGREGATE BASE EXIST. 5• AC PA /IEMENT 01-ER AGGREGATE BASE EXISTING COllEGE BLVD. 0 {REACH B) (PER DWG 433-6} 1J' 5' 2% 11,,!R/£. • -- STA. IOJ+J4.72 TV STA. 116+25.39 TRAFFTC INDEX = 8.5 NO SCALE 17' 6" TYPE "G" CURB & G/JTTER 60' ROW 17' 2% 1J' 1. , 5' 0.5' ' J' 5' 2% 6' M£AND£R/NG DG TRAIL• SEE GRADING PLAN FOR DETAIL 4• AC PA 161£NT 0/IER 4• MIN. AGGRtCA TE PCC SIDEWALK BASE THICKNESS TV 8£ DETERMINED BY R-VALUE 12' SEWER 12 FOUR PEAKS ST. • 5' TRAIL STA. 1J+91.98 TO J2+50.00 TRAFFTC INOEX = 5.0 NO SCALE (SEE STREET NOTE 1} " 2.· 1 MAX POR170N OF PARKWAY FOR FOUR PEAKS ST. STA. 19+00 TO 27+90 NOTE: SIDEWALK, STREET LIGHT & RR£ H'IORANT LOCA710NS VARY, SEE PLAN SHEETS FOR EXACT LOCA110NS. -----------,--··------------- 1J' 5' 1:D:M.c!GLLL"'" PCC SID£WALK 17' 6" TYPE "G" CIJRB & G/JTTER 2% 60' ROW 17' 1J' VARIES, 7.5'-10 5' CENTERUNE £/£VAT/ON''-'-'_...__~_.. SHOWN ON PLAN 2% MEANDERING PCC SIO£WALK EXISTING 'IYIND TRAIL '1YAY 0 1J' 0.5' 5' STA. 14+62.JS TV STA. 16+75.95 TRAFFTC INOEX = 6 17' 6" TYPE "G" Cl/RB & GUTTER NO SCALE 60' ROW 17' CENTERUNE ELEVA T/ON SHOWN ON PLAN • • 1J' 10' PUBLIC PEDESTRIAN ACCESS EASEAIENT -r;::::==i-2% 2% - (OIVST-;:;., ... \ /."-"-~ ~~4"--'-~LLL, /~'.LL.LL 'L'.LLz:ti ~7ZIRE MEANDERING SIOEWAIJ( PCC SID£WAIJ( _ ) , , , 1 s,e-i;; s~i;;i.T :,EXISTING GLEN A VENUE O P£R !CT 06-25 ,PA 21/ Iii~ STA. 10f00 TV STA. 2J+92.82 1J' 0.5' 5' .5' 2% PCC SIDEWALK TRAFFTC INDEX = 5 17' 6" TYPE "G" CIJRB & GUTTER 2% NO SCALE 60' ROW 17' fJ' f 1. , 5' J' 2% 6" FENCE 4• AC PA/IEl,/ENT OVER-,• MIN. ACGREGATE PCC SIDEWALK BASE THICKNESS TO 8£ DETERMINED BY R-VALUE r'--=----,,,,--7e7---(5££ STREET NOTE 1) RM 12' SEWER !2' /t;/C!'/? Sci~AIN 'IYIND TRAIL 'IYA Y. GLEN A VENUE, FOUR PEAKS ST., BUCK RIDGE A VE., NORTH FORK A VE., PERALTA ST., ALANDER CT .• CASCADE ST.. RAMSEY '1YY. as' TRAFFTC INDEX = 5.0 NO SCALE * LANDSCAPE BUFFER AT STREET SIDE YARD. NOTE: SIDEWALK, STREET LIGHT & RR£ H'IORANT LOCATIONS VARY, SEE PLAN SHEETS FOR EXACT lOCA TIONS. 10' 5' .5' 20' 6" TYPE •r;• CIJRB & CUTTER 60'ROW 20' 4. J' 10' 5' 0.5' 2% 5• FENCE 4" AC PA /IEMENT 0/IER 4• MIN. AGGRECA TE PCC SIDEWALK BASE THICKNESS TO BE DETERMINED BY R-VALUE /J' SEWER 12' 0CALA '1YY. (SEE STR££T NOTE 1) S;-0.f',# O.f',14- ~ 78' ROW 10' J9' LANDSCAPE 29' LANDSCAPE t---~~--1----=------t--,----~"--------+---'-''---; BUFFER 10' BUFFER 29' 10· 4' VARIES VARIES 5' 4.5'-10 r~ SY.;. MEANDERING 30' AC PA/IEMENT ELEVATION -- SHOWN ON PLAN 2% 8' 20' 4.5'-10' 5' AC PA /IEMENT ~v '):,\ 18. MEDIAN CIJRB \&!----" -~~~1 ~-c___,, PCC SIDEWALi( 6" TYPE "G" a~ ~· \_SEE LANDSCAPE PLANS MEANDERING PCC SIDEWALK CURB & GUTTER (TYP.) FOR MEDIAN DESIGN {HOA MAINTAINED) EXIST. AC PA /t£1,/£NT OVER AGGREGATE BASE 6" TYPE "G" CIJRB & G/JTTER 10' EXISTING HILLTOP STREET 0 J9' STA. 10+00 TO STA. 12+72.IO TRAFFTC INOEX = 6 NO SCALE 78' ROW J9' LANOSCAPE 10' 29' 29' BUFFER ,-.~~--+----=------t----~"--------+---'-''-----' VARIES 10' 201-JO' AC PA /IEl,/£NT 8" MEO/AN CURB 8' 20' AC PA /IEM£NT ,;--ELEVATION SHOWN ON PLAN lfl!fi 5' rr,'> to' LANOSCAPE BUFFER '&,\p MEANDERING PCC S/DEWAIJ( MEANDERING PCC SIDEWAIJ( 6" TYPE •r;• CURB & G/JTTER 6" TYPE "G' CURB & G/JTTER EXIST. AC PA /IEl,/ENT OVER AGGREGATE BASE EXISTING HILLTOP STREET 0 10' STA. 12+12.10 TO STA. 13+62.10 TRAFFIC INDEX = 6 18' 6" TYPE: "G" CURB & G/JTTER NO SCALE 56' ROW J6' 18' 10' 4.5' 5' J' I 0.5' 2% .~~"';. PCC SIDEWALK ~ oRAIN 4• AC PA ltEMENT OVER 4• MIN. AGGREGATE PCC "!';., SIDEWALK;,- BASE THICKNESS TV 8£ DETERMINED BY R-VALUE 12•,iy;ii)J II' & JI< (SEE STR££T NOTE 1) SEWER . ~ TYPICAL 'CUL-DE-SAC' -GLEN A VENUE". ALAND ER CT.""• MASTODON CT.. BERGEN PEAK PL.. ARAPAHO PL. • STA. J2+3J. 19 TO STA. JJ+68.89 Gi.E.N A /IENUE "STA. 18+61.16 TO STA. 2J+J5.71 ALANDEJ/ CT. TRAFFTC INOEX = 4.5 NO SCALE NOTE: NON-CON11G/JOUS SIDEWALK TO BE POURED MONO/.ITHICALL Y WITH CIJRB INLETS. SIDEWALK, STREET LIGHT!< RR£ H'IORANT LOCA170NS VARY, SEE PLAN SHEETS FOR EXACT LOCA170NS. i' Ii~ / ! CAIJTION !! 0£X/S11NG ROAD IMPRO/IEMENTS PER DWC. 4JJ-6, CT 02-16 TRAFFTC INOEX = 5. 0 NO SCALE • LANDSCAPE: BUFFER AT STREET SIDE YARD. NOTE: SIDEWALK, STR££T LIGHT & RR£ H'IORANT LOCA T/ONS VARY, SEE PLAN SH££TS FOR EXACT LOCATIONS. fsHiul CITY OF CARLSBAD t====j~===j==============================j~====t====t====1===j LA_j ENGINEERING DEPARTMENT CONTRACTOR TO VERIFY THE EXACT LOCAllON OF EXISllNG UllllllES IN THE FIELD PRIOR TO CONSTRUCllON! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. 271 O Loker Avenue West Suite 100 Carlsbad, Colifornfa 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processfng Surveying DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT " DRAWN BY: C.F .• B.W •• J.S. SCALE: f,S SHOWN h (J 'i). PROJECT MGR.· G.O. JOB NO.: 01-1014.L<r< v'--"'j 1----------------l P.E. Jlbl'/' I EXP. t'(Sfl' RE:c; a' (1/4 . ENGINEER OF WORK: DATE::r..,. -ZS'. oo RCE: 32014 INSPECTOR DATE ' DATE BENCHMARK: DESCRIPTION: LOCATION: STANDARD M-10 STREET CENTERLINE HflL MONUMENT CENTERLINE OF £1. CAMINO REAL AT £NG/N££R's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lE/tELS (NO. COUNTY 1-ERT. CONTROi. DATA} ELEVATION: 68.479 DA TIJM: N. V.C.D. OF 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\011014\0114GI03,dwg Jan 21, 2008 11:30am )(r<>fo• fl11A.t'.::1 DATE INITIAL DATE INITIAL OTHER APPROVAL '.· Cl'TY APPROVA~/ IMPR0',8,IENT PLANS FOR: ROBERTSON RANCH PA 16, 17 &-18 OWN BY: __ _ CHKD BY: <-, VP RVWD BY: 4LR. PROJECT NO. C.T. 04-26 C. T. {J.1-26 DRAWING NO, 453-8 013009 TVP OF CURB E1£VA l/ON SHOIW ON PLANS 1' • • 7.5• DETAIL: TYPE 'JJ' BOLLED CURB NOT TO SCA/£ tvC£ 7 PAia/ENT') 1 18• (CIJRB UN£ 18• • I BACK OF CIJRB, -----,-----.---T 24 I 6" -- "' § , ;,,: j 3' TRANSITION ~ "' :ill BACK OF SIO£WALK TYPE 'JJ' BOLLEO Cl/BB TO SIO£WALK UNO£RORAIN PIP£ PER0-21 --- I ~ :~1~ LOT UNE 7l'PICAI. 8l.l)C. FOOTPRINT HIGH PT. TYPICA1. UNl.ESS NOTEO OTHERWISE 5' NIN I 2% ! \7uN FF=PA0+0.5' I ~i.,--,---,.J I ~1~ ' NIN. . R.O.W. SIO£WALK UNOERORAIN PIP£ PER0-21 NOTE: !) LOTS Will SURFACE ORA/N UNLESS SHOWN OTHERWISE. \_ 2) 7J'PICAI. lOT ORA/NACE PER CS-15. CURB &-CllllER TYPICAL FINISH LOT DRAINAGE AND TYPICAL SIDEWALK UNDERDRAIN LOCATIONS NO SCA/£ TYPE 'r;' Cl/BB tk GVtn'B 3' TRANSITION NOT TO SCA/£ 60' ROW 24' 18' 12' 12' 18' -?.:,.,-1.5' 5' 2' ~ ~ :::; f 2' 5' 1.5' 2X ~ ~* i' PCC Sl0£WALK 2% 2% PCC SIO£WALK 'C':., ~ '--TYPE 'e' ~ 4• AC PA la/ENT Ot,f7i' 4• MIN. ACCR£CA lF BAS£ R0li£0 CIJRB (S££ STREET NO lF 1) TYPICAL CHOKER/BULB-OUT SECTION " CAlJllON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FlELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA FlLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. '?~ofESSI $,r~GE Oo. 1:8 r;y· 'f;.; "' -to NO. 32014 ii\ \i EXP. 12/31/08 f;/ * ~1€ CIVIi. OF a,.\.\~ NOSCAl£ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultants.com Clvll En9lneerlng Planning Processing Surveying DESIGNED BY: K H. DATE: NOV. 2007 "AS-BUILT " DRAWN BY: C.F •• 8.W •• J.S. SCALE: AS SHOWN h ( j , /1 PROJECT MGR.· G.O. JOB NO.: 01-1014"'f"' , L/, t----------------1 P.E. 3'l0/'{ EXP. a,L1y1t, RE,EWED BY: ~a.et&·. ENGINEER OF WORK: DATE:X •. zr:o RCE: 32014 INSPECTOR DATE 5/i/Lv DATE BENCHMARK: DESCRIPTION: STANOARO N-10 STREET C£NTFRl/N£ Hill MONUMENT LOCATION: C£NlFRIJN£ OF B. CAMINO REAL AT ENGINEER'S STA l/ON 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH l£vfl.S (NO. COUNTY 'rf:RT. CONTROL DATA} ELEVATION: 68.419 OAlVAf: N. V.C.0. OF 1929 TC PER PLAN V 'P£R PLAN DETAIL: TRANSITION FRON TYPE 'JJ' BOLLED CURB TO PED. BANP {G-27 TYPE ~ 1) NOT TO SCA/£ 0 BACK OF CIJRB ~c BACK OF CIJRB 2' llf0£ /?Olltv CURB TYPE 'e' .. -~------..:__---------,---.....:::,,jl----__J_ ____ i..:.:.:_ CIJRB l/N£ CIJRB UN£ '---CIJT7ER-- 5• TYPE t''I CURB ANO . 3' (1? 0£PR£SS£0 CURB 3• CIJT7ER 1-~TRA~N.~~--t------'-'-L.::.C:.:.:.:=:....=.:::.:::... ____ ..1----2._~ TRANS. DETAIL: DBIYE'lrAY DEPRESSION TO BOLLED CURB NOT TO SCA££ I i---t---t------------1--l----l----l---l fsHEET I CITY OF CARLSBAD I SHSE8ETS I L 4 ENGINEERING DEPARTMENT t-----t---t---------------ie------1-----1----L-__J IMPROVEMENT PLANS FOR: DA lE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIT'I' APPROVAL G:\011014\01148104.dwg ,.Jon 17, 2008 2:07pm v~~.f-, f'l11Af"I HOBEHTSON RANCH PA 16, 17 if' 18 C.T. 04-26 APPROVED BY: DAVl~USE / ) ~ > It 08 DEPUTY CITY ENGINEER PE 33081 EXP.06 30 08 DATE DWN BY: -~ PROJECT NO. DRAWING NO. CHKD BY: ,SvP RVWD BY: JLI?. C. T. 04-26 453-8 I CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN 771£ RELD PRIOR TO CONSTRUCTION! NQTFI! ELECTRONIC OATA RLES AR£ FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 2710 Loker Avenue West Suite 100 Carlsbad, Collfornlo 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Clvll Engineering Planning Processing Surveying I' " ' DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT " DRAWN BY: C.F., B.W., J.S. SCALE: Afj SHOWN J,-, . r A 1/l PROJECT MGR.· G.o. JOB NO.: 01-1014 ,4:JL-nd '--7 ·V0'j 1----------------l P.E. 3?.ol"I EXP. 11,lri}l/t ENGINEER OF WORK: DATE: RCE: REV,WED BY, ll II . ~Ja.~ INSPECTOR DATE 1.i 1M!N, CL€AR 2' WIPE i(OLLED CURB ,ypf! 18' BO£CO COPOLYMER POL YPIIOPYI.ENE STEP OR £()/JAL MARCON PRECAST ACCESS ---- HOLE SHAFT OR EQUAL PROV/OE LANO/NC WITH J' 0/AMETER ~=:::t::t- ACCESS OPEN/NC. AIJIJN OPEN/NC TO AllOW UN/NPEOEI} VIEW OF THE IIMRT fl/OM THE TOP OF THE CLEANOIIT. I I /, 4' OIAl.fEIER J' 5' ---. " ' \ \ ' 2' OR J' CONE VARIES 7' MIN. TO 15' M4X 6' 9 PEDESTRIAN RAMP OETAIL \ I BENCHMARK: DESCRIPTION: LOCATION: RECORP,ifROM ELEVATION: STANDARD M-10 STREET CENTERLINE lff11 MONUMENT CENTERUNE OF El CAMINO REAL AT ENC/NEER's STATION 454+92 PER R.S 1800-1 COUNTY BENCH LEVELS (NO. C(J{JNTY VERT. CONTROi. DATA} 68.479 DATUM: N. V.G.O. OF 1929 Alo1 Vo 5C,<\L€ ~ 1/ '-,_/ .MODIFIED TYPE 'B-5 1 CLEANOUT NO SCALE 1/ 1/ / / ,:;:, zS/ / / / / 1/ / /C 108 ~'! 101 ~ Cl I ~ • <!) ~ ;;; .t.'e§ I;, c:, ... R C, "' i3"' ~ " ~ ~ - ~rj ~ rj ~,_./ t---t----t-------------+---1---+--+-____j w cirNriNEgrG £~MI3AD IAIPROVEAIENT PLANS FOR: ROBERTSON RANCH PA 16, 17 tf 18 c.r. fM-26 APPROJljD B.'(:,,OAY)cy A. tM<~?r~. b-. ~ J(.. ·v/Zf,,., t:!,,lb_ 1/tro/oq DEl=>UTY CITY ENGINEER PE33081 EXP.OB 30 10; DAfE l-,o,..ATE'ir"Toi1N'"ITI'"A"L-t--=~~-~~="'-·~· ~':..c· c_!_! e,_!~-'-i------+-,,----+---1----1----l ~D~W~N~B~Y;::, =-==-==-~=:_=:_=;';==~P~R~O=J~EC::T:::::N~O=. ~~;,D~R=A=w=1N=G=N=o~. ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY· ,)\..'?- CONST. SIDEWALK &: OWY APPROACH ON EXIST. GLEN A ft: REPLACES SHEET ORIG/NALLY SIGNED J II 08 011-IER APPROVAL CITY APPROVAL RVWD BY· .)\..I<, C, T. 04-26 453-8 G: \011014\0114GI05.dwg Jon 05, 2009 2: 33pm Xrefs: 0114GI; 0114bstr; 0114bmop; 0114gstr; 0114gmop \ ----, ' '.)·. j;; .• : ,/ -~--- 013009 0 01 ~ G') s. 01 ~ 00 CJ1 w 00 i ':-----.-:-:·-':"·:-:-..:--:._ -... : .i·:·1, \ cp WATER MAIN DETAIL SCALE· !" =20' CAIJT/ON !! CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG Ulll/TlES IN THE RELO PRIOR TO CONSTRUCllONI NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. -----,__ . ---------------- •• /' ...... .. . .... , .,. , .• , .,._, .... • ..... • • •• • • .,. ,--1--,······ •• • --••• f .. , ... , ., ........ · --·-· · ·-··· ·-"" t ·· ·· """"." ..... ···::· I···· ·" • · ·· • •• ......... • · ....... f · · · · ·· · · _, _",, _ __ __ __ ... _._·:. _::::· .. -· ,... ---.:·.·_-·,. ::·:::. :· ·_·_··_·:· .. ·, .......... ·· ··· · · _•_·,:: :::::::. .,..... "" .. . ........... . 16 (1) 17 1 rstJBOIVISION 80//NOARY (2) PLAN: WINO TRAIL WAY 0 ,1'>., A~ DESIGNED BY: K.H. DATE: ~~v~ 2~~? (;/ff' DRAWN BY: C.F •• B.W •• J.S. SCALE: -'----~~- PROJECT MGR.· G.0. JOB NO.: 01-1014 C O N S u7::t 'N~-T~s=---t-----------------1 2710 Loker Avenue West Suite 100 Carlsbad, Callfornia 9201 0 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Civ11 Engineering Planning Processing Surveying ENGINEER OF WORK: GEORGEQO'DAY ti DATE: :Ta,. as-, og RCE: 32014 SCALE· 1• = #J' "AS-BUILT !~SPECTOR " ~-t<;W<e DATE s/2./21,, DATE SIOEWALK UNOERORAIN (T'IP.) =12+41.69 ALANOER CT. 18+11.64 l'rfNO TRAIL WAY -/2+41.69 fJ 5' RT. ALANOER CT. 1.1-10 STREET I.IONUI.IENT 18+61.41 fJ 10' RT. l'rfNO TRAIL WAY =12+50.86 ALANOER CT. INSTALL· I EA~ 8" n TEE &: TB 3 EA~ 8' flxPJ G.V. 1 EA~ 2• 8.0. 2 EA ~ 2• 1.1.A.R. o' 10' 5' 20 /)Ol . .;i ao&· O.,.l I SC'1 ~~-M""'f ~o . .i.oot 40' 80' SCALE: 1• = 40' BENCHMARK: DESCRIPTION: STANOARO 1.1-10 STREET CENTERLINE Hf11. I.IONUMENT LOCATION: CENTERUNE OF EL CAMINO REAL AT ENC!NEER's STA T!ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE'tf:LS (NO. COUNTY VERT. DATE IN111AL 1 2 3 4 EXIST. 8' PVC WATER UNE EXIST. 36" RCP STORI.IORAIN EXIST. 8' PVC SEHfR EXIST. 24" RCP STORI.I ORAIN TABLE REFERENCE NO. Ollv. 433-6 Ollv. 433-6 Ollv. 433-6 Ollv. 433-6A CENTERLINE DA TA ~NO) DELTA/BEARING I 2 3 N 01'31'29" W 6 = 1373'03• N 05'4/'.J4" E RADIUS 300.00' LENGTH 18.27' 69.21' 118.22' DATE INl11AL DATE I 2 3 4 5 6 1 8 9 10 II 12 13 14 INO I 2 3 4 CURB DATA DELTA/BEARING N OT31'29' W 6 = 1373'02' N 05'1!'.J4' E N 05'41'.J4" E 6 = 85'45'26' 6= 22'37'48' 6 = 26'46'47 6 = 25"25'27 L'; = 21 "28'42" 6 = 19'54'19" N 05'41'.J4' E N· 05'4/'.J,f." E 6 = 1373'o2" N 07'31'29" W RADIUS 311.00' 25.00' 30.00' 30.00' 30.00' 30.00' 25.00' 283.00' LENGTH 18.27' 73.13' 18.65' 3.00' 31.42' 11.85' 11.68' 13.31' 11.25' 82.95' 65.28' 18.27' REMARKS 6' TYPE •c• CURB &: GIITTER • • • • CURB TRANSITION TYPE ii' ROl.1EO CURB • • • • • • • • • • CURB TRANS/l!ON 6" TYPE "G" CURB & GIITTER • • • • WATER DATA DELTA/BEARING RADIUS LENGTH REMARKS N 07'31'29" W 18.27' 8" PVC ~ CL 150 HG 255 6 = 1373'02" 288.00'• 66.44' • • omECT!ON ANGLE= :J'58'41; 20' PIPE SEGI.IENTS N 05'4/'.J,f." E 99.24' 8' PVC ~ CL 150 HG 255 N 05'54'o2' E 10.00' • • • NO AXIAL OEFLECT!ON. SEE WATER NOTE NO. 14 (USE OEFZECTION COIJPUNGS, 4' I.IAX} IN111AL .!1QJI;,S;_ AT STAT!ON 16+70.95 REI.IOI£ BARRICAOE FOR SEYER ANO STORI.I ORAIN PLANS SEE SHEET 31 I. 2 3. FOR Cf/AO/NG ANO EROSION CONTROL PLANS SEE Ollv. No. 453-8A I SsET I CITY OF CARLSBAD ENGINEERING DEPAR1MENT SURFACE rk WATER PLANS FON: NOBENTSON RANCH PA 16, 17 &-18 APPROVED BY: DAVID A;aus~ ,,e/ ~ -!'d DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 c.r. ~-26 , 3'/11/0'8 bAi'E DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CONTROL OATA) ELEVATION: 68.419 OAT/JI.I.• N. V.G.O. OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: G,vP JLR C.T. 04-26 453-8 G:\011014\0114GI06.dwg Jan 21, 2008 1:12pm y,.,,f,,,. (111,l~I• f'\11,1.-,"'"'" f\11A,,.,h, r,11,1,,,.,..,..,.,. f\11,t,,,.+I• f\11,th,,+r• ()1~,th,.-,,.n• 1)11,lh,,H ! ' • \; ' !'·,,,· ' ' ' / 0 m:E 0 C) .... .i::,. 01 01 00 W 00 CAUTION II CONTRACTOR TO 'lf:RIFY THE EXACT LOCA T/ON OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! NOTE!! er 01-oJ ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR '£RT/CAL SUR'lf:Y CONTROL. 128 129 2710 Loker Avenue West Suite 100 Carlsbad, Ca11fornlo 92010 760 931 7700 Fox: 760 931-8680 www.odayconsultants.com ---------~---- Ctvll Engineering Planning Processing Surveying PASS/vi: REC. AREA J I ENGINEER OF WORK: J-i, • , ro 1/1 ,. • ., GEORGEi1 O'DAY I 131 DATE:,,;;__ z!' o!! RCE: 32014 " 1fuic:ToR -'.'.);... lflf ?Pt'- DA TE DATE 135 I I I I A ! • I 119 BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOARO M-10 Sll/EET C£NT£RUNE Ml.I MONUMENT C£NT£RUN£ OF £L CAY/NO REAL AT £NGIN££R's STA llON 4.54+92 PER R.S 1800-1 COUNTY BENCH LEVELS {NO. COUNTY VERT. CONll/Ol OA TA) 68.419 OA11JY: N.V.C.O. OF 1929 I I 139 ···-·, ----· •-''"" , ... :.··•-1-------- .............. _._·_·,: ......... •. , ... -..... ··+·" .. ,NOi DELTA/BEARING RADIUS LENGTH REMARKS I N 5875'55" W 54.52' 9· Pvt:' N CL 200 HG 255 2 t,. -21"47'57" JOB.OO'• 111.18' • • 0£fl£Cl10N ANC/£ =OJ"4J'16" 20' PIP£ SEGMENTS J N 75V8'04' W 10.00' 4 N 7J'J5'56' W 10.15' 5 N 7J75'5,t.' W . 10.00' 6 N 8474'06" £ 20.00' 7 N 8474'o6" £ 21.58' 8 N 85'J!J'olJ" £ 61.69' 9 N 8/'J9'o8" £ 252.29' 10 N 8J7J'29" £ 202.66' • NO AXIAL om£Cl10N. SE£ WA ID? NOT£ NO. 14 (US£ OEFl.ECllON CO/JPUNCS, 4' MAX.) • • • • • • • • • • • • 9• Pvt:' N ct. 150 HG 1255 • • 1 2 J 4 5 6 1 8 9 10 11 12 1J 14 15 16 17 CURB DATA DELTA/BEARING RADIUS N 5875'55' W '1 12'54'50' '1 -04V2'57' 283.00' 283.00' J0.00' J0.00' '1 -2115~8· '1 -26V5'29' '1 14'20'15' '1 25'59'4.J' '1 22V2'58' 288.00' J0.00' J0.00' N 81'J9'olJ' £ N 81 'J9'08' £ ;l -01'J4'2I' N 8J7J'29' £ N 8J1J'29' £ ;l O/'J4'2I' N 81 'J9'08' £ ;l -17'JB'J9' N 5815'55' W 611.00' 583.00' J/1.00' DWY DATA 119 16+91.95 120 16+41.95 121 15+86.98 122 15+J6.98 /2J l5+12.98 124 14+J6.98 125 1J+88.54 126 1J+J6.86 121 12+90.61 1J2 IJ+90.54 /,JJ 1,f.+40.54 /.J4 14+90.54 1J5 15+40.54 1J6 15+92.61 /Jl 16+J9.4.5 1J8 16+94.20 /J9 l7+55.4.5 '4 /Of10.12 '5 lo+94.14 LENGTH 85.76' 80.79' 3.00' 11.fJ' 13.66' 72.07' 13.61' 11.55' 3.00' 283.20' /6.9J' /94.4J' /94.4J' 16.00' 288.75' 91.62' 5,f.,52' REMARKS 6' TYPE •c• CIJRB .t CIJTTER • • CURB lllANSlllON T>P£ '8' ROLLED CIJRB • • • • • • • • CURB ll/ANSlllON 6' TYPE •c• CIJRB r!t GUTTER • • • • • • • • • • • • • 0 ALAND£R CT. LOT II STATIONS ~;;;11:,,,1,,/hl==,11-"+;;,i'l;,;,~;,;_;28;;,;;:;R=,===l · 118 17+10.28 R 118 17+26.28 R 119 11+20.28 R 119 16+16.28 R 120 16+70.28 R 120 16+26.28 R 121 l6+20.28 R 121 l5+12.98 R 122 15+66.98 R 122 15+22.98 R 12J 15+16.98 R l2J 14+72.98 R 124 f.l.+66.98 R 124 14+22.98 'R 125 14+/6.98 ,'R 125 1J+72.98 R 126 1J+66.98 R 126 1J+22.98 R 127 /J+/6.98 'R 127 l2+88.00 R 128 1o+06.J8 Z 128 1o+J5.59 Z 129 1o+40.59 Z (W)(S) '6' ll+JB.68 '7 l2+0J.J5 129 10+85.62 Z /JO 10+94.62 Z -\L . I 118 .. • "' • Off SIT£ LOTS PER CT 07-0J C£NT£RLIN£ DATA NO) DELTA/BEARING 1 2 J 4 N 5875'55" W t,. = 2918'1J" t,. = 10"48'#' N 81 'J9'olJ" £ RADIUS LENGTH 85.76' J00.00' 600.00' 153.,f.J' 56.#' 290.97' /JO 11+68.5J Z /JI 1J+26.54 Z 1J1 IJ+l0.54 Z IJ2 1J+16.54 Z 1J2 14+19.54 Z 13.J 14+21.54 Z /JJ 14+10.54 Z 1J4 14+76.54 Z /.J4 15+20.54 Z /J5 l5+26.54 Z 135 15+70.54 Z IJ6 15+16.54 Z IJ6 16+19.46 Z IJ7 l6+25.46 Z /J7 16+69. 4.5 Z /JB 16+ 15. 4.5 Z o' 10· 40' NOTES: 5 6 t,. = 01'.J4'21" N 8J7J'29" £ 16.47' 194,,f.J' IJB 11+18.46 Z 1J9 l1+26.46 Z 5 20' 80' SCALE: 1' = 40' 1. FOR SEWER ANO STORM, ORA/N PLANS SE£ SHEET J2 2. FOR CRAOINC ANO EROS(ON CONTROL PLANS SE£ owe. No. 4.5J-8.4 /J9 17+69.4.5 V 140 17+75.4.5 Z) ~ CITY OF CARLSBAD 1-----1---1------------------t---t---t---t----t LU ENGINEERING DEPARTMENT I ssaTS I 11/.,•loj_ a .,D. /1\P,EVISE Lor117tLOTl'JO owrrwrR svc. ' DATE \fllT!AL -~ DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL Cir,' APPROVf,L G: \011014\0114GI07.dwg Jan 23, 2008 8: 52am 'lr,,f~• n11,11c1, n11,1r.oof'\, r\11Af'!ITI, f"\11A--~· n11AOIITI • n11,1rc.-Tn. r\11ATC'JTC" SURFACE ,t WAlER PLANS FON: AF'PROVED BY: ROBERTSON RANCH PA 16, 17 &-18 D~VID A.,,.~SER fl.J ~ .... C.T. (J,f.-26 DEPUTY CITY ENGINEER PE 33081 J/!1/os EXP.06/30/08 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C,T. 04-26 453-8 r I SE£ WATEH IIAIN DETAIL 'B' AT LEFT WATER MAIN DETAIL '8' SCAl£: 1· =20' CAIJTJON !! CONTRACTOR TO 'IER/FY THE EXACT LOCAllON OF EX/SllNG UllL/llES IN THE RELD PRIOR TO CONSTRUCTION/ NOTE! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERT!CAL SURVEY CONTROL. 1--- 14 2710 Loker Avenue Wtist Suite 100 Cdrlsbad, Callfomla 92010 760-931-7700 Fax; 760-931-8680 www.odayconsultants.corn 19 Civil Englneering Plonnlng Processing Surveying R/W "' 8 "' <::s 'I-~ 115 "' ..... -.;; 144 "' II!> "" ~ .... 145 ~ 146 r--.: § r--.: <;::, "' 'I-'I- /;:; "' ~ "' w 8 ---- :!.i s "' "' "' ~ ~ 8 8 8 ~ <::i ~ <::s "' ~ "' <::s "' ... .,_ ... ~ ~> -1;; ~ " 114 <:> E_ 113 112 :':':i Ill Otj ~----c:iE. PLAN: ALANOER CT. SCALE: 1" = 40' NOTES: 1. FOR SEIW:J? ANO STORM ORAIN PLANS SEE SHEET 33 2. FOR GRAOINC ANO EROSION CONTROL PLANS SEE 0/WJ. No. 453-BA "" ~ " c::, 'I-;::: s ., 0 0 s "' "' <>: 8 <::s .;; c::, II!> ... ,::: >.: ~ "'< :,: <-: "' DESIGNED BY: K H. DATE: NOY. 2007 DRAWN BY: C.F., B.W., J.S. SCALE: 1 • = 40' "AS-BUILT " PROJECT MGR: G.0. JOB NO.: 01-1014 1------------------l P.E. EXP, ___ _ ENGINEER OF WORK: O'DAY d RCE: 32614 ~ ::::; l ~~ t::1 ;;,: "' 141 ~~ DATE DATE 23 148 149 S W UM /09 I I 750 I I I 305 AC/lf'c RECREA llON AREA SEE OWG. 45J-9A 40' ----20 SCALE: 1" = 40' 80' SIDEWALK UNDERDRAIN LOT 109 109 110 110 111 111 112 112 113 113 114 111 115 115 116 116 117 140 141 141 142 142 14.J 14.J 144 144 145 145 146 146 141 141 148 148 149 149 150 150 STATIONS 23+69.4.J 'R 22+48.03 'R 22+54.0J 'R 22+03.0J 'R 21+97.0J 'R 21+53.0J 'R 21+47.0J 'R 21+03.03 'R 20+97.03 'R 20+53.03 'R 2o+41.03 'R 21J+OJ.OJ 'R 19+97.0J 'R 19+53.03 'R 19+47.0J 'R 19+11.89 'R 18+19.00 'R 18+07.12 Z 19+15.41 Z 19+54.13 Z 19+60./3 Z 20+03.13 Z 20+10.13 Z 2o+M.13 Z 20+60.63 Z 21+04.13 Z 21+10. 13 Z 23+50.13 Z 23+55.16 Z 23+68.44 Z CENTERLINE DATA NO DELTA BEARING RADIUS LENGTH I N 8373'29" £ 2 N 8373'29• £ 3 N 06Wi'J1" W 61.16' 414.55' 20.00' CROWN LINE DATA DELTA BEARING RADIUS LENGTH 6 =2072'19" 325.00' 111.61' . 00 1 2 3 4 5 6 1 8 9 10 11 --wA·reH---~·-- LA TERAL DA TA LOT/ CL ST,4. fJ MAIN 109 23+01.42 110 22+20.53 111 21+83.0J 112 21+J.J.OJ 113 20+83.03 114 20+33.0J 115 19+83.0J 116 19+06.89 140 18+02.12 141 19+10.41 142 19+87.13 14.J 20+37.63 144 2o+87.13 145 21+38.13 146 21+86.64 141 22+29.04 148 22+1~13 149 23+45. 13 150 23+60.54 CUL-0£-SAC ST,4. fJ CURB 11+49.81 10+09.52 10+42.24 CURB DATA DELTA BEARING RADIUS LENGTH N 8373'29• E N 8373'29 E N 8373'29" E N 8373'29" E 6 =20871'41" N 68'34 '50" E 6 =2871'41" N 8373'29• E N 8373'29• E N 8373'29' E N 8373'29" E 38.00' 100.00' 21.16' 3.00' 3.00' 4.J,f.,55' 138.08' 50.00' 49.21' 325.27' J.00' J.00' 21.16' REMARKS 6' T'IPE •c• Cl/RB & CUTTER Cl/RB TRANST/ON • • 6" T'IPE •c• C/JRB &-CUTTER • • • • • • • • Cl/RB TRANST/ON • • 6" T'IPE •r;• Cl/RB & CUTTER WATER DATA DELTA BEARING RADIUS LENGTH REMARKS a• PVC ~ Cl 150 HG 255 DWY DATA O ALANDER CT. LOT CL STATION &: OFfSEr 109 110 111 112 113 114 115 1:16 1!1 142 14.J 144 115 146 141 148 149 150 11+9o.99 CIJL-OE-SAC 12+29.40 C/JL-OE-SAC 21+65.03 0 18.00' RT. 21+15.20 0 18.00' RT. 19+66. T. "19+J 18. 00 R .' SE 19+12.13 0 18.00' LT. 20+23.63 0 18.00' LT. 20+12.13 0 18.00' LT. 21+23.63 0 18.00' LT. 21+12.30 0 18.00' LT. 22+42.13 0 18.00' LT. 22+90. 63 0 18. 00' l T. 23+22.13 0 18.00' LT. 10+30.28 C/Jl-0£-SAC DESCRIPTION 19' owr PER C-148 20' owr PER C-148 16' owr PER C-148 • • 20· owr PER c-148 16' owr PER c 149 20' owr PER c-148 '6':UWl'-Pf.'f( M • • 19' owr PER C 148 16' owr PER c 148 20' owr PER C 148 16' owr PER C 148 • • 20' owr PER c 148 16' owr PER C-148 12' OWY PER r; 148 l SHEET I CITY OF CARLSBAD ~====~====t============================~=====t====t====j===j 8 ENGINEERING DEPARTMENT ~ L_M_J BENCHMARK: DESCRIPTION: STANOARO 1.1-10 STREET CENlERLINE 11W. MON/JMENT LOCATION: CENTERLINE OF B. CAMINO REAL AT ENCINEER's STA "ON 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEVELS (Na CO/JNTY VERT. CONTROL OATA} ELEVATION: 68.419 OAT/JI.I: N. V.C.0. OF 1929 ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL 01HER APPROVAL CITY APPROVAL G: \011014\0114gi08,dwg Jon 23, 2008 8:53am 'l~t>f,:,, n11 Af.!1• f'\11 AnDl:;Jr'\, n11 ,t ~l;.'_Tl:;J:_ 01,1,,jl)lJ AD, (111 A(:!I ITI • n11 ,t 0"01'\ SURFACE .t WA!E'R PLANS FOR: ROBERTSON RANCH PA 16, 17 ct 18 c.r. (J,l-26 APPROVED BY: DAVID vY DEPUTY CITY ENGINEER PE33081 ..s/11/osi EXP.06 30 08 DATE DWN BY: __ _ CHKD BY: G\/P RVWD BY: ~LI?.. PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 ' I '·,, ) ;:.¾, L r C 0 00 :E 0 " .,.. .i::,. 0, 0, 00 w I . 00. t I ! ,; ....... ........ . '""'" ....... ""'" ........ ., . ·-···· ...... ,. ·,·,. ,t. · ;:,,., ·;·:;:·,· . :,:::.: .. I:;;· __ . __ 1--· __ ---..... j: .. :. ... ,., ... ,, ... ... ,., -, .. ,. . ............... . ::::::: .. ·.:·.:::. ·:::::·.--·······t-.:·.::.:, ., :·.:·.:· 1·-·-· • ........ ... ... ······'······•I···· ..... . __ .. _,_· __ · SCA/.£: HOR/Z. ,., f • = ,t(J" VERT. IV /11 = 8' SIDEWALK UNDERDRAIN LOT JI STATIONS 162 15+64.61 'fl 163 15+58.6! 'fl 163 15+14.6! 'fl 164 !5+08.6! 'fl 164 !4+58.69 , 'fl 165 14+52.69 'fl 165 14+07.33 'fl 166 f,f.+01.33 ,'fl 166 13+53.33 'fl 167 13+11.33 'fl 167 12+98.93 'fl 168 12+92.93 'fl 168 !2+45.79 'fl 169 12+39.79 'fl 169 12+oa06 'fl 170 11+94.06 'fl 170 11+54.67 'fl 17! 11+#3.67 'fl 171 11+05.N 'fl 172 1o+99.71 'fl 172 1o+62.25 'fl 180 11+55.00 ,z 180 12+27.06 Z 181 12+40.06 Z 181 13+01.80 Z }82 13+14.80 Z 182 13+6a40 l 183 13+69.40 Z 183 14+13.80 Z 184 14+21.80 l 184 14+64.00 l 185 14+79.37 l 185 15+13.40 Z 186 15+19.40 Z 186 15+62.40 l' 187 15+7a40 z CAIJTlON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELO PRIOR TO CONSTRUCTION/ NOTE!! . . ··:·::··: '""'"':1:,.:_:·:_::_·_:: .. :: __ ::· ... , ... '''""" . ,,. , .. ,.,, . ······ ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ---r,-------- - ------ . .... :· _ _--_ _--..... 2710 Loker Avenue West Su!te 100 Carlsbad, Catlfornia 9201 0 760-931-7700 Fax: 760 931 8680 www.odayconsu!tants.com Civil Engineering Planning Processing Surveying --. -------------- 51 :314 H.O.A. 2 ::-...... 3 I I 11 DESIGNED BY: K,H. DATE: NOV. 2007 1· -40' DRAWN BY: C.F., B.W., J.S. SCALE: ~--~-- PROJECT MGR.· G.O. ENGINEER OF WORK: JOB NO.: 01-1014 DATE:')7 ... llS'.09 RCE: 32014 180 169 PLAN: NORTH FORK AV£ SCA/.£: 1· = 40' "AS-BUILT REV)EWED BY· fl ,,.J/ ('JI,, 1J4sPECT0R - " DATE r DATE BENCHMARK: DESCRIPTION: STANDARD U-10 STREET CENTERLINE HEl.1. UON/JAIENT LOCATION: CENTERLINE OF £l CAAi/NO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEVELS (Na CO/JNTY VERT. CONTROL DATA) ELEVATION: 68.479 OAT/JAi: N. V.G.0. OF 1929 ' Dl\TE INITIAL ENGINEER OF WORK 5 ....... ·········• --_I__ ------- ......... ., .. , .. , ....... , .... . .. . ······"· "'····· . ....... . .··.·, .. ·· ........ I··;· _ _-_-_ .. . : .· ...... _ .... , ... ··.:.,.·.: ........ . ... ,.1 '"'""' ----• .... I··_ .. _·_--_·_-· •••••• i_",".'.".'_"_'_" ..... .. ---,-t-------~ . . "'""""' .. ·.·.::.· .... _ .. __ ··: .. \ ........ . ___ ,. -------f---,- FOUH PEAKS ST. DETAIL ~ I CROSS GUTTER FOUR PEAKS ST. &-NORTH FORK AV£ INTERSECTION SPECIAL. MOO/REO CROSS GIITTER (GS-9) PER CITY OF CARLSBAI) STANIJA/?O SCALE· , ... = 20' DWY DATA 0 NORTH FORK A VE. CURB DATA DEL.TA/BEARING RADIUS LENGTH REMARKS LOT 162 163 164 165 166 167 168 169 170 171 CL STATION & OFFSET 15+16.86 0 17.00' RT. 15+26.86 0 17.00' RT. 14+94.11 0 17.00' RT. 14+39.08 0 17.00' RT. 13+85.08 0 17.00' RT. 13+3a68 0 17.00' RT. 12+76.72 0 17.00' RT. 12+27.17 0 17.00' RT. 11+8a3o o 11.00· RT. 11+36.52 0 17.00' RT. •~ · 93._,;3 0 17.00' RT. DESCRIPTION 16' owr PER G-14B • • • • • • • • • • • • • • • • • • • • 1 2 3 4 5 6 7 8 9 10 11 12 .t::,. -81'25'13" N 65'53'52" W .t::,. -33'32'.39" N 80'33'28" E .t::,. -03'27'54" N 84V1'23• E N 84V1'23" E .t::,. =03'2154· N 80'33'28" E .t::,. =3J'32'.J9" N 65'53'52• W .t::,. -92'34'17" 33.00' 183.00' 1017.00' 983.00' 217.00' 33.00' 5a39' 82.25' 107.14' 197.24' 61.51' 95.14' 95.14' 59.45' 197.24' 127.04' 17.16' 53.32' 6• TYPE •r;• CURB ,t G/JTTER • • • • • • • • • • • • • • • • • • • • • • 180 11+""-.41~ n' LT. • • ffi( rm /2 ff I. Jo O 17.,'l<'Oc-!-, L"'"r.-. ---+----'.'---------=.---1 ~ !3+46.60 0 17 'O' LT. • • WATER DATA 10' 183 "---1#/71.1:, a 17.00' LT. • -· • NO DELTA/BEARING RADIUS LENGTH REMARKS 184 14+52.90 0 17.00' LT. 185 15+01.28 0 17.00' LT. 186 15+31.82 0 17.00' LT. 187 15+81.61 0 17.00' LT. ' 40' 20 80' SCALE: 1 • = 40' REVISION DESCRIPTION • • • • • • • • WATER LA T£RAL DATA LOT I 162 163 164 165 166 167 168 169 110 171 172 t------;i STA. WATER LATERAL 15+94.61 15+44.61 14+72.89 14+21.3J 1J+1aJ3 13+12.93 12+61.13 12+11.81 11+68.69 11+10.N lo+Bl.25'--------------1 ,. 184-' -· ' '1#38.'lJ0 185 14+86.87 186 15+48.,f{) 181 15+98.40 1 I 3 4 N 68'28'10" W N 64'36'45• W N 65'53'52" W 10.00' 2aoo' 87.52' .t::,. -3J'32'.J9. 212.00'• 124.12' 8' P/IV ~ CL 150 HG 255 • • • • • • OEFZECTION ANG/.£ = 2'42'10: 10' PIP£ SEGMENTS 5 N 80'33'28• E I 197.24' • • 6 I .t::,. -03'27'54" I 988.00'• 59.75' • • OEFlECTION ANG/.£ -1 V9'J5: 20' PIPE SEGMENTS 7 I N 84V1'23• E I I 95.14' • • • • NO AA?AL Offl£CTIOIV. SEE WATER NOTE NO. 14 (/JS£ om£CTION CO/JPLINGS, 4" MAX.) f SrgET I CENTERLINE DATA (NO 1 2 3 4 5 NOTES: 1. 2. DELTA/BEARING N 65'53'52" W .t::,. = 33'32'.39" N 80'33'28• £ .t::,. -03'27'54" N 84V1'2J" E RADIUS 2oaoo· 1000.00' LENGTH t3ao5' 117.09' 197.24' 6a48' 95.14' FOR SEWER ANO STORM ORAIN Pl.ANS SEE SHEET 34 FOR GRADING ANO EROSION CONTROL Pl.ANS SEE DWG. No. 453-8A CITY OF CARLSBAD I ssaTS I ENGINEERING DEPARlMENT SURFACE d' WA lER PLANS FOR: ROBERTSON RANCH PA 16, 17 &-18 c.r. ()l-26 APPROVED BY: DAVID ~ HA\)S~ __ /, / .~/ : _ J;,'1// o& DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 1 DATE OWN BY: DATE INITIAL DA TE INITlAL CHKD BY: GvP JLR PROJECT NO. DRAWING NO. 011-IER APPROVAL CITY APPROVAL RVWD BY: C.T. 04-26 453-8 G: \011014\0114GI09.dwg Jan 17, 2008 2: 25pm v~,,.f~• fl11.d.t"::1· ni1,Lt"::DPf'I, !l11A0-IITI, fl11AC'.Q-TQ, 011,1_,.,....,,,,., 0 ~~ -.i::. (JJ (JJ 00 w 00 16 ct! " "' -:1, CAU770N II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! 188 161 ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL "' _, ~ ci.,ll, ~~ I.ti s:,i "' "' ;~ s I I -<c <i ·f. ~ ~ "' ~~ ~;:;s §t ~~ ~~ \\2'-. <::i"' ~~ ~~ !.l10c: i:;'i~ 189 ~ 0:: iil ! ! "' _, "' ~ _, ;,,_ "" --ll, ll, ~ ~ N "' "" <::, ~ ;!: - w 160 "' "' ""' ~ <ci -,:!; - s 1-.: "' ~ ! "' _, ~ ll, lll <ci -;!: - 307 PASSIVE. REC. AREA Is! "' "' ~~ "' l":l iil .._ 0:: ! "' _ .... ~ ;;. &i _, "' ~ ~~ ~ <'.'i _, <'.3~ ... ~ ..., --ll, ..., <'.3 ~ s.."' ll, ll, ;:i;~ ~ 15 ~Vi~ ~ hi s,; "",,, 15 ~ "':::i ..-; ii; i:::i~ "" rt ~ rt II~~~~ ~ -"' --<ci "" it - 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760 931-8680 www.odayconsultants.com ~ ~ -..!.. <:s 0:: !l'i"' ~ 2:t Oo i:l!;;; '-Ill o 0:: fir{ ;~ ! ~ ~ ! ~ ,I 0 ~"'~o-. 1-...,~ I :,-~~ ~ -J ""-00.,,,. C::-i~.,..: i~'-8E }..,.1--.: ...... 8,~~1 ~iil; ll, "'s;~•ti :::; "' _, ""~ ~ @"' li ~ ~ Y5§:~ ~ g; ::5 ,§ Q -.\ =-tc:s~ -....; ~es~ 191 ~ 1)j 192 ~ Ill "' !<J ... \c ~ ..... 193 !:!,~~ ~ "' 0:: c'i (\j ~ it § ; -,. <>~ '<i '-'-w s w s 0 ""' 158 ~ 157 ~ "' "' 156 "" "' J; ;/; -- ~ "' s,., "' 1-.: ii! 62~ ~ : §,._ ~§----ll, Ill ~-~ lll Ill~~ lll "" B ~ "" B "" "" ~ ~ "' N~~ ~i..:, ~ II ~ i -c:; ~ ~ ~ c:s "9"-'--- ~ ~ !11 ~ ::, >.: ~ :::; "' ~"' 194 ~ \c !l§---., "' t,,;;~ <::i =t:.,--.J J; '1- ~'-.,. c.:~ -~ 'le, ll, w s . . I I 7o "' ~ <c 'a- "' <>:i 155 ~ "" Q\ ~ .,. 0:: -,. ;?_, ~t 70 JI 7 H.O.A. 21+86.04 fl. 0 21 154 ~ 153 "' Q\ .,. ~ <:l o:; "' • "' "' ~ ! ~ ll, ,l!; --~:::J "' <:, ;:;s ~ li5 ii; ~ "' - ., ~ "l "" .,. -"' 1-.: "' .._ ~ kl N iil ~ "i Ill ! ~ ~ ~ "' "' ~ ~ ~ i,.:~-+--~8::~i PLAN: NORTH FORK AV£. Civil Engineering Planning Processing Surveying DESIGNED BY: K.H. DATE: NOV. 2007 1'' -40' DRAWN BY: C.F., 8.W., J.S. SCALE: -'----~~- PROJECT MGR.· G.0. JOB NO.: 01-1014 ENGINEER OF WORK: DATE:.f.:,. &S: 0$ RCE: 32014 "AS-BUILT " )J,,,0[2~ '1/4,. . 1s; ?.o/t. P.E. 3tfJ/:-EX~ ~t',. DATE RE:{: BY: ~ • .~ lz.L1 (., ~a. ii·-1fucr0Rr ' • DATE 1··· I . ·c.1 PROFILE: WL Y CURB RETURN fJ NORTH FORK AV£. & CASCAOE ST. WATER LATERAL CURB DATA DATA NO DELTA BEARING RADIUS LENGTH REMARKS LOT Sli4. WATER LATERAL I N 84V1'23" E 9298' 6" rtPE •c• CIJRB d-GIJT!ER SIDEWALK UNDERDRAIN SCALE: HORIZ. N 1 • = 40' VERT. N 1• = 8' 70 151 152 153 2 22+22.02 'PERALTA ST. 21+68.73 3 21+56.37 4 21+19.46 5 l::,. =23'33'23" 30.00' 1233' rtPE '8' ROlLED CURB l::,. =23'33'23" 30.00' 12.33' • • N 84V/'23" E 84.02' • • l::,. -23'33'23' 30.00' 1233' • • LOT 70 70 151 151 152 152 153 153 154 154 155 155 156 156 157 157 158 158 ~ ~x"?- . .:;, ·d_l ~ ...... "' ... 152 ,_,. ~o <2 '?• o:; ~,,,,_,... "',._, ~~ ~~ "'~ "" ~ "' • Cl~ ~ I;:!~ "l!>,~---lll~o; s'! I;))-. ~ "' :::J ,.., ,.. ~ N!~ ~~~i:°SII "<:.t~-~ 159 159 160 160 161 161 162 187 188 188 189 189 190 190 191 191 192 192 193 193 194 194 BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERLINE llf:LL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT £NC/N££R's ST.4 710N 454+92 PEll R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL OA TA) ELEVATION: 68.479 OAll/M: N. V.C.O. OF 1929 STATIONS 21+94.62 Z 22+25.19 Z 21+89.65 R 21+14.21 R 21+69.37 R 21+49.87 R 21+43.38 R 21+01.46 R 20+95.46 R 20+51.46 R 20+45.46 R 20+01.46 R 19+95.46 R 19+51.46 R 19+45.46 R 19+01.46 R 18+95.46 R 0' 10' 40' ""? 20' -----80' 18+51.46 R 18+45.46 R SCALE: 1 • = 40' 18+10.34 R 17+13.00 R 16+64.61 R 16+58.61 R 16+14.61 R 16+08.61 Z 16+13.40 Z 16+20.40 z 16+63.40 z 16+10.40 z 17+13.40 Z 17+93.16 Z 18+33.16 Z 18+39.16 Z ~ DELTA BEARING I N 84V1'23' E 2 N 80V1'23' E 3 N 84V1'2J" £ 4 N 84V1'23' E 5 N 88Vl'23" E 6 N 84V1'23' £ 7 N 1512'20" E 18+83.16 Z 18+89.16 Z 19+3216 Z l9+4D.16 Z l9+83.16 Z 19+89.16 z 20+31.76 Z 154 20+75.46 155 20+25.16 156 19+82.26 157 19+29.41 158 18+82.16 159 18+05,34 160 16+88.17 161 16+44.17 188 16+41.97 189 16+94.82 190 17+98.16 191 18+61.20 192 19+23.07 193 19+69./6 194 20f22.76 CENTERLINE DATA DELTA BEARING RADIUS LENGTH 1 N 84V1'23" E 2 N 84Vl'23' E 3 l::,. = 68'49'o2" 4 N 1512'20" E WATER DATA RADIUS LENGTH 376.30' 159.80' 50. 00' 60. 05' 34.26' REMARKS 35.77' 8" PVC ~ Cl 150 HC 255 51.34' • • 74.64' • • 51.34' • • 57.34' • • 29212' • • 18.27' • • NO"TES: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 /. FOR SEWEll ANO STORM ORA!N PIANS SE£ SHEET 35 2 FOR CRA!)INC ANO EROSION CONTROL P/ANS SEE owe. No. 453-81. l::,. -23'33'23" 30.00' 1233' • • N 84V1'23" E 311.14' 6" rtPE •c• CURB d-GIJT!ER l::,. =68'49'o2' 33.00' 39.64' • • N 1512'20" E 34.26' • • l::,. =23'33'23' 63.00' 25.90' • • l::,. =115'55'4.9' 57.00' 115.33' • • l::,. -23'33'23" 63.00' 25.90' • • N 84V1'23" E 276.88' • • l::,. =24'37'12· 25.00' 1233' rtPE '8' ROllEO CIJRB l::,. =24'37'12· 3aoo· 1233' • • l::,. =88'42'43' 25.00' 38.71' • • t::,. =9171'17' 25.00' 39.83' • • l::,. =23'33'23' 30.00' 12.33' • • t::,. -23'33'23' 3aoo· 1233' • • N 84V1'23" E 3.00' CIJRB TRANS/1TON N 84V1'23" E 89.98' 6' rtPE •c• CURB d-GIJT!ER OWY DATA O NORTH FORK AV£. LOT CL STATION & OFFSET 151 21+81.38 fJ 29.66' RT. 152 21+61.37 fJ 31.09' RT. 153 21+36.27 fJ 25.39' RT. 154 20f63.46 fJ 17.00' RT. 155 20+13.46 fJ 17.00' RT. 156 19+64.96 fJ 17.00' RT. 157 19+13.46 fJ 11.00' RT. 158 18+64.96 fJ 17.00' RT. 159 18+33.29 fJ 17.00' RT. 160 16+76.86 0 11.00' RT. 161 16+26.86 0 17.00' RT. 188 16+31.65 fJ 11.00' LT. 189 16+81.82 fJ 11.00' LT. 190 18+21.00 .(J 16.14' LT. 191 18+51.16 fJ 17.00' LT. 192 19+02.66 0 17.00' LT. 193 19+51.33 fJ 17.00' LT. 194 20f02.66 0 17.00' LT. 70 22+10.02 fJ 17.00' LT. DESCRIPTION 16' OWY PEll C-148 20' OWY PER C-148 16' OWY PER C-148 • • • • 20' OWY PER C-148 16' OWY PER C-148 20' OWY PER C-148 16' OWY PER C-148 • • • • • • • • • • • • 20' OWY PER C-148 16' OWY PER C-148 20' OWY PEll C-148 16' OWY PER C-148 l----t-----+-~-----------+---t------ll----+---J I S1HEOET I CITY OF CARISBAD I SHSEBETS I ~::::=:::::'...:==:::EN::::G:::IN:::E::E:::R::IN:::G:::::D:::E:::P:::::A::::;R:::lM::E:::N::::T==:::...'.:::::=:~ IUPR0161£NT PLANS FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL G:\011014\0114Gl10.dwg Jan 21, 2008 1:22pm Y~ofo• f\11 ,i~l• f\11,1 ~~F~• f'l11 ,t f'C:,TO. r,, -I Al'I lTI • f'l11 ,I.,-~~ ROBERTSON RANCH PA 16, 17 &-18 C.T. 04-26 APPROVED BY: DAVID A. il/ a DEF'UTY CITY ENGINEER PE 33081 EXP.06 30 08 OWN BY: CHKD BY: Gvp RVWD BY: Jt.K PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 -' i ·, } "<,. :r:::-· , / ,. 0 I-'-:E 0 G') a~ 01 01 00 4-' 00 I I I I ·DETAIL iJ' CROSS GVllER fl PERALTA ST. &-BVCK RIDGE AVE. CAUTION!! *MOOIREO SPEC/Al CROSS GIJTTER (GS-9) PER cnr OF CARLSB4/J STANDARD SCALE: 1• = 20' CONTRACTOR TO 'IERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELO PRIOR TO CONSTRIJCT!ON! NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760 931 7700 Fax: 760 931 8680 www.odoycansultants.com Civil Engineerfng Pkrnning Processing Surveying 12.33'12.33' PORllON OF 100.00' VC Pff 1ta4J fJ 23+15.00 G,= 5.31% G,= 9.22% 24 23 ~~ ~ ~ §5 .... ~ f.l '<"' ~I-.: ~Oi >--: I::: ! ~ ! . bl"' ~ .,; ~ 1-.: I::: ' ~ s::1Q~ ~=:i::! >--: "'"'"' " ~ l'::~~~ >--: <>: <>: ~ ~ ls'<-.,, ~ ~~ IQ, 9, -~ ~ ...., 13 t;;/ Cl; . ~ ~ iil "'°" '~ ~ ~ IQ, "' 'Ill !a:i "'"'" 1!;;,e ~~ -tll ~ >--: ~ ~ ~ "' ~ IQ, 1-,.: :t-II II II i-~ ~ ,-: <>: ~ ., ., "' "' c:, ~~ ~s, [:;, "j b::,"'ll~~~-' "'iii ,:,; ~ 'Ill lib .:s .:s i:5 .:s .:s "' -" ~ Ill .!<> ; ~ ~~-~-~ " ..: " :::I :::I :::I :::I :::I ~ ~ ;!:~i'.S~~~ II ~ '< "" bl (.,Ji i:'.j~ ~ iil ~ <3 <3 " ~~ ~~ ... "' ~ II ~ ~ ~ f.l >--: >--: ~ ~ <>: ~ <>: ! ! ! :::: 1ii1 1-.: 1-.: 1-.: ~ ~ <>: <>: lib lib >.: <>: ~ ~ ~ :::: il!j ,.. !l1 ~ 'Cl "' IQ, ~ ~~ ,:,; :i:: -" ~ ~ tll IQ, ~ i-s, Ltj ~ !>i ~ ~iii ~~ -':;: i-~ r,,; ~ ~ '.l' ~ ~ 'il'~~~~~ ...... ----::-..:;._--.::;'--PLAN: PERALTA ST. SCA/.£: 1' = 40' DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT " . 1" = 40' ~ DRAWN BY: C.F •• B.W., J.S. SCALE. __c._-=---Cf} (2 PROJECT MGR.· G.0. JOB NO.: 01-1014 ' ,,._/4 /. . L---------------; P.E. 'sla(y EXP. 1$/;P't. ENGINEER OF WORK: :t.Ja'.~ INSPECTOR DATE: •. zr: 08 RCE:. 320 4 ,T-. 1s;201<, DATE 5/zj, I,_ I DATE ----------- BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOARO M-10 STREET CENTERLINE Hf1l. MONUMENT CENTERLfNE OF El CAMINO REAL AT ENGINEER's STA llON 454+92 PER R.S 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERT. CON !ROI. OA TA) 68.479 OAT/J/.1: N. V.C.O. OF 1929 ________ J_ -- WATER DATA DELTA BEARING RADIUS LENGTH REMARKS. 1 N 1572'.20' E 2 N 1572'.20' E 131.0J' 8' P'A:: ~ Cl. 150 HG 255 300.15 • • CENTERLINE DATA NO DELTA BEARING RADIUS LENGTH I 2 N 1512'.20' E N 1512'.20' E 143.11' 295.21' WATER LATERAL DATA LOT Sli4. WATER LATERAL 71 22+46.19 12 23+2aJB SIDEWALK UNDERDRAIN LOT STATIONS 11 22+78.19 Z 72 22+86.19 Z 72 23+25.00 Z --r:: ... ,. CURB DATA NO DELTA BEARING RADIUS LENGTH REMARKS 1 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 17 18 19 20 N 1512'20" E 6. -23:J3'.23' 6. -23:JJ'.23' 6. -89'28'10' 6. -90:J/'50' 6. 23:J3'.23" 6. -2Y3J'23' N 1572'.20' E N 1512'.20' E N 1512'.20' E N 1572'.20' E N 1512'20' E N 1512'.20' E 6. =23:J3'.23' 6. 23:J3'.23' N 1512'20' E 6. -23:J3'23" 6. -23:J3'.23" N 1572'.20' E N 1512'20' E 3aOO' .J0.00' 25.00' 25.00' 3aoo' 30.00' 3aoo· 3aoo' 3aoo' 17.47' 12.33' 12.33' 39.04' 39.50' 12.33' 12.33' 3.00' !85.78' 3.00' 3.00' 192.99 3.00' 12.33' 12.33' 84.00' 12.33' 12.33' J.00' 14.47' 6' lYPE "G' CURB Jt GUT!FR lYPE '8' ROI.LEO CURB • • • • • • • • • • CURB TRANS/llON 6' lYPE 'G' CURB tit GUllER CURB TRANSfllON CURB TRANS/llON 6' lYPE 'G' CURB tit GUllER CURB TRANS/llON lYPE '8' ROLLED CURB • • • • • • • • CURB TRANS/llON 6' lYPE 'G" CUR. Jt GUT!FR DWY DA TA O PERALTA ST. LOT CL STATION & OFFSET DISCRIPTION 71 22+62.69 0 17.00' LT. 20' OWY PER G-148 72 22+98.38 0 17.00' LT. 16' OWY PER G-148 o· 10· 40' NOTES: ----I. FOR SEWER ANO STORM DRAIN P/ANS SEE SHEET 36 5 20 SCALE: 1 • = 40' 80' 2. FOR GRADING ANO EROSION CONTROL P/ANS SEE OWC. No. 453-8.4 , ---+--l----------+-+---+---..--.1r---1 I SH1E1ET I CITY OF CARLSBAD ~8 ,-~::::::'::=..::::::::::::E:::N:::G:::IN::EE:::R:::IN::::G::::::::DE:::P:::A:::RTM::.=::E:::NT==='-.'::~=~ SURFACE tk WA lER PLANS FOR: DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\D11014\0114Gl11.dwg Jan 21, 2008 1:26pm XrF!fa'. 0114-r.l· (1114nnrn· (1114rs<:::TR· n114r,[ITI · 1111'1nmnn ROBERTSON RANCH PA 16, 17 d-18 APPROVED BY: DAVID A. a~~ DEF'UTY CITY ENGINEER PE33081 EXP.06 30 08 C.T. 04-26 DWN BY: PROJECT NO. DRAWING NO. CHKD BY: c..;ue RVWD BY: sJLQ. C.T. 04-26 453-8 )··\, ,, . I I ' . C ..... :E ..... G') 0 ... ..... ..,...,, 0, 0, (X) 'fl (X) I I I .:.j:.:. ' i I ' SIDEWALK UNDERDRAIN LOT# STATIONS 44 15+58.54 Z 44 15+14.54 Z 45 15+08.54 Z 45 l4+61.18 Z 46 14+5J.18 z 46 14+09.J1 Z 41 14+0J.J1 Z 47 1J+59.J1(L 48 1J+5J.J1 Z 48 1J+06.J2 z- 49 1J+OJ.J2 Z 49 12+58.62 Z 50 12+49.21 Z 50 11+64.29 Z 55 11+45.99 l1 55 11+84.18 l1 56 11+9Q18 l1 56 12+JQOJ l1 51 12+J4.5J l1 51 l2+76.55 l1 58 !2+82.55 l1 58 IJ+26.55 l1 59 !J+J2.55 l1 59 13+76.55 l1 60 13+82.55 l1 60 14+26.55 l1 61 14+32.55 l1 61 14+75.21 l1 62 14+82.21 'R 62 15+24.87 l1 63 15+3Q81 l1 o' 10' 40' 63 !5+74.87 'R 5 20 SCAIE: 1" = 40' CA(JTION !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONlROL , 2008 O'Day Consultants, Inc. BO' 2710 Loker Avenue West Suite 100 Corlsbod, Colifornlo 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultonts.com Civil Engineering Planning Processing Surveying --J__ -------------------------~ ----- 13 48 50 47 s w w s w s I I I I 3 13 :,..; R/W ~ ~ "" "" "" '< I 59 "" ") \g 58 \g "' \g 60 "i 57 h: '< " <>: s,; 9i 9i "' "-"" ~ • t---: -\--,_ "' "' ;J:; "' -"' ~~ IQ) ? -~ ~ <::, '-'--'<i N :::I "' .,_ ~ ~&3 ~ - PLAN: BUCK RIDGE AVE. SCALE.· 1• = ,/()' DESIGNED BY: K,H, DATE: NOV. 2007 "AS-BUILT " . 1· = 40' DRAWN BY: C.F., 8.W., J.S. SCALE, -'--~-A .,._ \I Cf) 'IJ..,,,, X.. . , ~ eo,, PROJECT MGR_. G.0, JOB NO,: 01-1014 4/1-O f. 1-----------------1 P,E.3'ao1v EXP. l$/1~/I~ DATE ENGINEER OF WORK: h"'rt6 O&j GEDE Q'Df,:f DATE:_'4,_ e~o,8 RCE: 32014 r DATE 1sl "" Ill> \g h.. "' iS ";:' :::i :!:~ "' ---------- 44 1sl "' "" '-! h: -IQ) <>: "-. <>: 6/ "' "' 't:: "5 :,..; 1--.. 62 t---: " ~ -"' ;\: Ill> ;j:; Ill> -lll -l "' c,: "' "' • "' ..,_ "' ~b3 -,_ ~ ?is BENCHMARK: SEE IIEJ)IAN OEWL AT RICHT. "" ;-;,; .-: <a -\-';)_ w s 4 63 "" ~ "" "-. ; DESCRIPTION: STANDARD M-10 STREET CENTERLINE 11W. MONUUENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENC/NEER'S STA l/ON 454+92 PER R.S 1800-1 306 PASSIVE RECREATION AREA ~ ~~ c::::i- ..... !::; \ (() I.-,: ~~,,-;i: J~ v; ;::j ~ t5 v; "' I~ I 307 PASSIVE \ RECREATION AREA TOP OF CURB ELEVA llON SHOWN ON PLANS STAMPED ASPHALT I' DETAIL: AIOD/Ji'IED TYPE ,,B,, BOLLED CfJBB CENTERLINE DATA NOT TO SCALE (NO~ DELTA/BEARING RADIUS LENGTH NOTE: PRIVAlELY UA/NTAIN£/J PER ENCROACHMENT AGREEMENT PR 07-128 ' N 65V5'o4' W 85.Jl' WATER DATA INOI DELTA/BEARING RADIUS LENGTH REMARKS I N 64'0S'o4' W 71.Jt' 8' PVC ~ Cl 150 HC 255 2 D. =J0'54 '58' J21.00'• 176.45' • • omECllON ANClE -OJ'J0'18' 20' PIPE SEGMENTS J N 84'59'58' £ 181.52' I • • 4 D. -02'24'54' 1012.00'• 42.66' • • omECllON ANClE -0275'5J: 20' PIPE S£GMENTS 5 I N 82'J5'oJ' E I MEO/AN DETAIL SCAI.£: 1 • = 20' I 111.74' I • • • NO AXIAL OEflECl/ON. SEE WATER NOTE NO. 14 (/JS£ 0£Fl£CllON CO/JPUNCS, 4' MAX.) SEE LANOSCAPE PLANS FOR MEO/AN PLANllNG ENCROACHMENT AGREEl,/ENT ?R, 07• IZ6 (PR/VA TRY MAINTAINED) Oo<, • .ac,cj' • o_._ ~ IS-•'I ,c_,;-<-_ "'NI .lo, .l-oo g WATER LATERAL DATA LOT I STA. WATER iATERAL 44 15+43.50 45 14+93.50 46 14+3ll.5J 41 13+88.42 48 13+J6.48 49 12+11.21 50 11+85.80 55 11+59.38 56 12+04.16 57 12+47.91 58 12+96.55 59 !3+62.55 60 14+12.55 61 14+61.41 62 15+1Q81 6J 15+60.87 l:!Ql/;$; 1. FOR SEWER ANO STORM DRAIN PIANS SEE SHEET 31 2. FOR GRAD/NC ANO EROSION CONTROL PLANS SEE owe. No. 453-BA 2 D. = 30'54 '58" 315.00' 169.97' 3 N 84'59'58' E 181.52' 4 t,. = 02'24'54' 1ooaoo· 42.15' 5 N 82'J5'o3' E 113.41' CURB DATA l(NQ DELTA/BEARING RADIUS LENGTH REMARKS 1 N 64V.'i'04' W J.00' CIJRB TRANSlllON 2 N 64'0S'o4' W 44.62' 6' TYPE 'G' CURB & GUTTER 3 D. -30'54'58' 298.00' 16Q80' • • 4 N 84'59'58' E 181.52' • • 5 t,. -02'24'54' 983.00' 41.44' • • 6 N 82'35'o3' E I/J.41' • • 7 t,. -/38'53'/6' 2.00' 4.85' MOO/RED TYPE ;,• ROLl£O CIJRB• 8 N 62V1'41' E 8.54' MOO/RED TYPE ;,• ROLLED C/JRB 9 t,. -20'33'22" 2.00' a12· • • 10 N 82'35'o3' E 16.64' • • II N 07'24'5r W 1QOO' • • 12 N 82'35'o3' E 16.64' • • 13 t,. -20'J3'22" 2.00' a12' • • 14 N 76'51'35' W 8.54' • • 15 N 82'35'o3' E 113.41' 6' TYPE •c• CURB & GUTTER 16 t,. =02'24'54' 1011.00' 42.87' • • 17 N 84'!i9'58' E 181.52' • • 18 t,. =30'54'58" 332.00' 179.14' • • 19 N 64V5'o4' W 45.31' • • 20 N 64V5'o4' W J.00' CIJRB TRANSITION • PAINTED YELLOW DWY DATA 0 BUCK RIDGE AV£. LOT CL STATION & OFFSET DESCRIPTION 44 15+26.19 0 11.00' LT. 16' OWY PER C-148 45 14+73.46 0 11.00' LT. • • 46 14+21.56 0 11.00' LT. • • 47 13+71,56 0 11.00' LT. • • 48 13+21.52 0 11.00' LT. • • 49 12+91.07 0 11.00' LT. • • 50 12+36.52 0 11.00' LT. • • 55 11+73.82 0 11.00' RT. • • 56 12+19.48 0 11.00' RT. • • 57 12+64,30 0 11.00' RT. • • 58 13+14.30 0 11.00' RT. • • 59 13+44.80 0 17.00' RT. • • 60 13+94.16 O 11.00' RT. • • 61 14+44.18 0 11. 00' RT. • • 62 14+93.20 0 11.00' RT. • • 63 15+43.12 0 11.00' RT. • • 1------+--+--------------f--+--t---f-----l CTr] CIIN!NE~!G £~~I3AD SURFACE ,k WATET? PLANS FOR: ROBERTSON RANCH PA 16, 17 ,t 18 APF'ROVED BY: DAVID f HApE]- ,< jz_,, C.T. 04-26 ::7/;1/cr,, DEPUTY CITY ENGINEER PE33081 EXP,06 30 08 DATE RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) DAlE INITIAL DA lE INITIAL DA lE INITIAL OWN BY: CH~:o BY: Q.11P RVWD BY: Jtft,. PROJECT NO, DRAWING NO_ ELEVATION: 68.479 OATIJM: N. V.G.O. OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C.T. 04-26 453-8 G:\011014\0114Gl12.dwg Jon 21, 2008 1:31pm Xrefs: 0114GI: 0114aora: 0114mdr~ 0114nmrin-0114nutl '-) '·' . ,;. ' _,/•.- C, .... ~ I\) C') s. ~ (J1 (J1 00 ct' 00 L I I I I I .. ·········· ................. , .. , ,···' ........... . ' ' ' ' SEE LANDSCAPE PLANS~ FOR MEO/AN PLANT!NG ENCROACHMENT AGR£EMENT PR 07-128 , (PR/VA lEl Y MAINTAINED) OOL, ;ic,cr. ca.• IE.o'i kt-"'°l~_.a, aao&' /1 / : I 'i--i 1-.: ct: 1,-, Ill, I 1--: \....: ct: ct: ~ ~ .,..:. .....: Ill, Ill, UEDIAN DETAIL CAUTION II~ ·. CONTRACTOR TO VERIFY THE f..XACT LOCAllON OF EXISllNG Ullll~t,~ IN THE RELD PRIOR TO CONsTRqcnDN! NOTE!! ELECTRONIC DA TA FILES ARE F(JR REFERENCE ONLY AND ARE NOT TO BE UfED FOR HORIZONTAL OR VERllCAL SU,fVEY CONTROL. I I 306 2710 Loker Avenue West Su!te 100 Carlsbad, Collfornk1 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultonts.com 16 17 SEE MEDIAN OETAIL ATl.£FT-.._, ..., CJvll Englneerfng Planning Processing Surveying DESIGNED BY: K,H. DATI:: NOV. 2007 1· -40' DRAWN BY: C.F., 8.W •• J.S. SCALE: ~--~-- PROJECT MGR.~· _G=•~O·~-JOB NO.: 01-1014 ENGINEER OF WORK: GEORGE O'DAY RCE: 32014 ' 18 I\ ; I 19 PLAN: BUCK RIDGE AVE. SCALE: f • = ,IO' "AS-BUILT " DATE s/zb (, INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD 1,1-10 STREET CENIE7i'UNE Mll MONUMENT LOCATION: CENIE7i'UNE OF EL CAMINO REAL AT ENGINEERS STA T!ON 454+92 PER R.S 1800--1 RECORD FROM: COUNTY BENCH LEVELS (NO. CQIJNTY VERT. CONTROL DA TA) . ELEVATION: 68.479 OAll/1,f: N.V.C.D. OF:1929 40' 20 80' SCALE: 1 • = 40' DETAIL: UODlflEO TYPE 118 11 ROLLED CURB NOT TO SCALE NOTE: PRIVAlEl.Y MAINTAINED PER ENCROACHMENT AGR£EMENT PR 07 128 C£NT£RLIN£ DATA (NO) DELTA/BEARING RADIUS LENGTH 1 2 3 N 82'JS'o3' E .6. = 23V9'o7' N 7475'50' W 227.67' 2oaoo· 80.82' 20J.49' SIDEWALK UND£RDRAIN LOT# STATIONS 35 20+6J.OO l 35 20ff0.71 l J6 20+04. 71 Z 36 19+61.21 Z 37 19+SJ. 71 ., I 37 19+10.84 Z JB 19+04.84 Z 18+67.87 Z 39 18+62.87 Z 39 18+26.15 Z 40 18+22.15 Z 40 17+76.15 Z 41 17+70.15 Z 41 17+26.65 Z 42 17+19.65 Z 42 16+76.15 Z 43 16+70.15 Z 43 16+26.15 Z 64 16+25.29 'R 16+69.29 'R 65 16+75.29 'R 65 17+19.29 'R 66 17+2S.29 'R 66 17+69.29 'R 67 17+7S.29 'R 67 18+19.29 'R 68 18+25.29 'R 68 19+18.24 'R 69 19+24.24 'R 69 19+68.24 'R NO~ DELTA/BEARING I N 82'3S'oJ' E 2 .6. 23V9'o7' 3 N 7475'5o• W 4 N 7475'50' W S N 747S'5o• W 6 N 747S'50• W 7 .6. =23"09'o7' 8 N 82'35'oJ' E 9 .6.=138'53'16' 10 N 76'51'3S' W 11 .6. =20'33'22" 12 N 82'35'o3' E 13 N 07'24'57' W 14 N 82'3S'o3' E IS .6. =20'".JJ'22" 16 N 62V/'41" E • PAINT YEI.I.OW REMARKS CURB DATA RADIUS LENGTH 227.67' 6' TYPE •G• CURB .t Gl/TIER 217.00' 87.68' 16J.IO' J.00' J.00' 16J.81 /8J.()() 7J.95' 227.67' 2.00' 4.85' 8.54' 200' 0.72' 16.64' 10.00' 16.64' 2.00' 0.72' 8.54' • • • • CURB TRANSIT!ON • • 6• TYPE 'G' CURB .t Gl/TIER • • • • MOO/flEO TYPE "8' ROlLED CURB• MOO/flEO TYPE "8" ROl.lED CURB • • • • • • • • • • • • WATER DATA NOi DELTA/BEARING RADIUS LENGTH REMARKS 1 2 N 82'3S'o3' E 22J.34' 8' pi,r: ~ Cl 150 HG 255 .6. -23V9'o7• 188.00'• 7S.97' • • OEflECT!ON ANGLE -OJV2'53: 10' PIPE SEGMENTS 3 I N 7475'50' W 211.60' I • • • NO AXIAL DEFlECT!ON. SEE WA IE7i' NOTE NO. 14 (USE OEFlECTlON COIJPUNGS, 4' MAX.} LOT 35 36 37 39 40 41 42 43 64 65 66 67 68 69 DWY DATA 0 BUCK RIDGE AV£. CL STATION & OFFSET 20+22.BB O 17.00' LT. 19+72.71 0 17.00' LT. 19+21.25 O 17.00' LT. 18+78.92 0 17.00' LT. 18+36.93 0 17.00' I.T. 17+89.65 0 17.00' I.T. 17+38.15 0 17.00' I.T. 17+06.65 0 17.00' LT. 16+58.15 0 17.00' LT. 16+55.79 0 17.00' RT. 16+87.45 0 17.00' RT. 17+38.79 O 17.00' RT. 17+87.29 o 17.00' RT. 18+4(}.76 0 17.00' RT. 19+36.24 0 17.00' RT. DESCRIPTION 16' OWY PER G-1'18 • • 20' OWY PER G-148 16' OWY PER G-148 20' OWY PER G-148 • • · · 16' OWY PER G-148 19' OWY PER G-148 16' OWY PER G-148 20' DWY PER G-148 16' OWY PER G-148 20' OWY PER G-148 16' OWY PER 0-148 20' OWY PER 0-148 16' OWY PER 0-148 WATER LA T£HAL DATA NOTES: 1. LOT I STA. WATER LATERAL JS 2o+4J.07 J6 19+85.JB J7 19+40.71 38 18+90.90 39 18+48.91 40 /8+(14.11 41 17+51.29 42 16+80.15 43 16+32.0J 64 16+29.29 65 17+05.29 66 17+53.29 67 18+oa29 68 18+56.27 69 19+48.96 FOR SEWER ANO STOR/J DRAIN PLANS SEE SHfil" 38 2. FOR GRAD/NI', ANO EROSION CONTROi. PLANS S££ owr;, No. 453-BA l------,l----+------------l--+-------,---+---1 l s1HE3ET I CITY OF CARLSBAD I SHSEBETS I ~=:::::::...=:::::::E:::N::Gl:::N:::EE=:R:::IN:::G:::::D:::E:::P::::AR:::TM=:E::::NT:::::::=::::::...::::=:~ SURFACE .t WATER PLANS FON: /1\ DATE REVISION DESCRIPTION DATE INITIAL DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL G: \011014\0114Gl13.dwg Jon 23. 2008 8; 55om v .. ,,f~, n11,1r1. n11,1r-DDf\, n11..cr'IC.'TD. n,,,.,..,,n. n11,1 ___ _ HOBEHTSON HANCH PA 16, 17 tt 18 APPROVED BY: DAVID A/ HAUS!:$ 4/ ~ J ~/ ~i&~---- C.T. 04-26 DEPUTY CITY ENGINEFI PE33081 EXP.06i30IQ8 DATE WN BY: HKD BY: c;vp VWD BY: Ji£ PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 i C ..... :E w C') s. ~ (J1 (J1 00 ~ CENTERLINE DATA f,AlJTION II 1 2 J DELTA/BEARING N 04'41'21• W t;. =02V5'10• N 06'46'J1" W N 06'46'J1" W CONTRACTOR TO VERIFY lllE EXACT LOCA TlON OF EXISTlNC UllllllES IN THE RElO PRIOR TO CONSTRUCTlON! NOTE!! RADIUS 500.00' ELECTRONIC DA TA RlES ARE FOR REFERENCE ONl Y AND ARE NOT TO 8£ USED FOR HORIZONTAL OR 1/ERTlCAl SURVEY CONTROL. LENGTH 201.01· 18.20' 6.J.72' 21287' 0 ~~ DESIGNED BY: K.H, DATE: NOV. 2007 / :1 1n = 40' DRAWN BY; C.F •• 8.W •• J.S. SCALE: .~~~--PROJECT MGR: G.0. JOB NO.; 01-1014 C O N S U L T N T S 1-----------------1 , 2710 Loker Avenue West Sufte 100 Carlsbad, Callfomla 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK; GEOR<iE O'DAY -;r RCE; 3201'4 PLAN: CASCADE ST. SC4l.£: 1· = ,ff}' "AS-BUILT INSPECTOR " C.t:r,z,,,,, DATE 5/z{//.,, DATE BENCHMARK: DESCRIPTION: STANDARD M-10 Sll?EET CENTERUN£ llf1.I. I.ION//l,IENT LOCATION: CENTERLINE OF £L CAMINO REAL AT ENGIN££R's STATION 45.f.+92 PER R.S 1800-1 o· 10· 5 RECORD FROM: CO//NTY BENCH L£vf:1.S (Na CO//NTY ',fJ?T. CONTROL OA TA) ELEVATION: 68.419 DATUM: N.V.G.0. OF 1929 40' 20' SCALE: 1 • = 1: 80' 40' I 8 J A 1C1 CHOSS GUTTEH f···· ...... , .-1 .... ,I .. . ............... ,. i'" .. : .. : ...... . ······ ------, ·•---;--.... l--... -J. .• ".'"" CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS 1 .J.00' Cl/RS TRANSITION 2 J N 04'41'21" W N 04'41'21" W 168.00' 11.49' 6" TYPE "G" Cl/RB .t GIITTER 4 5 6 1 8 9 10 11 12 1.J f,f. t;. -0171•11· N 06'4fi'J1" W N 061ffi'J1 • W /::,, =91'J4'21" t;. -88'25'J9" N 061ffi'J1" W N 061ffi'J1 • W 6 -01V6'JO" t:,, =00'42'41' N 04'4l'21" W N 04'41'21" W 48.J.00' 48.J.OO' J.J.00' J.J.00' 517.00' 517.00 .J.00' .J.00' 151.49' 5274' 5a9J' 155.24' .J.00' .J.00' 1.J.4.J 166.11' .J.00' • • Cl/RB TRANSITION • • 6" TYPE "G' Cl/RB .t GIITTER • • • • • • Cl/RB TRANSITION • • 6" TYPE 'G" Cl/RB .t GIITTER • • Cl/RB TRANSITION WATER DATA NO DELTA/BEARING RADIUS LENGTH REMARKS 1 2 .J 4 N 05'58'J7" W N O.J'24'M" W N M'41'21" W 1aoo· 1aoo' 179.25 1::,, =02V5'11 • 492 oo'• 11. 92' 8" P,t;' ~ CL 150 HG 255 • • • • • • D£flEC710N ANGLE -01V2'J5" 8.96' PIP£ SEGMENTS 5 6 1 N 061/fi'JI • W 74. 72' N 06Wi'J1" W 65.98' N 10Wi'J1" W 57.34' 8 N 06Wi'J1" W 108.J4' • NO A..\7AL OF.FLECTION. S££ WATER NOTE NO. 14 (/IS£ Dm£CTION CO//PUNGS, 4' MAX.) • • • • • • • • EXISTING UTILITY DA TA TABLE ~ DESCRIPTION REFERENCE NO. 1 8" p;c WATER LIN£ OWG. 4.J.J 6 2 • • DETAIL CASCADE ST. &' GLEN AVE. INTERSECTION .J 4 12• P,t;' WAlll? UN£ 8" PVC SEWER UN£ J6" RCP STORM DRAIN • • • • CROSS CUTTER (SORSO C-12) SCALE: 1 = 20' /i\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G: \011014\0114Gl14.dwg Jan 23, 2008 8: 57am 'll'rofc,• (111 A.1"::1-f\11 Al"::D11f'I• f\11 Ar.lAAO-n11,1r.,;:n;,. n1 u.r.1 ITI · f\11 AJ:11 ITI , f\11 AJ:l..:TO, f\11 AQH AC DATE 5 18" RCP STORM DRAIN • • NOTES: 1. REMOVE AC' mK£ ANO AC' SIDEWALK FROM STA. 16+0221 TO STA. 11+0224 GWI Al-£ 2 FOR SEWER AND STORM DRAIN PLANS S££ SHEET .J9. .J. FOR GRADING ANO EROSION CONTROL PLANS SE£ DWG. No. 45.J-BA INITIAL 1 514T I CITY OF CARLSBAD ENGINEERING DEPARlMENT SlJRFACE .t WAlll? PLANS FOR: H08£HTSON RANCH PA 16, 11 tt 18 C.T. 04-26 APPROVED BY: DAVID "f J-IAUSE~ _ / / 6,,L-e:-/ .,.-,.;,;f4.,., ."'3 //I /08 DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 DATt OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CITY APPROVAL RVWD BY: C.T. 04-26 453-8 \ I ) I CAlJTION !! CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXISTlNG UllL/TlES IN THE RELD PRIOR TO CONSTRUCTlON! NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAl SURVEY CONTROL. ~ l ~ 1-.: ...., ~ 't:: ~ ll!J ~ ~ N ~ ~ ~ ~ 1-.: ...., ~ "' -ll!J 8l :::j ~ - 1-.: "' ~ "' - ~ <>:: I I r I "' }I b m• ll!J . \ 1-.: "' 1::! ll!J 8l ~ .,_ ~ 8l ~-~ -~ ~ J;~'.; ,,;'-'·' ~Jt #'.fl.,> ·tJ0" ';,~ 2710 Loker Avl'>nue West Suite 100 Carlsbad, California 92010 760~931 ~ 7700 Fa)(: 760~931-868p www.odoyconsult□nts.com SEE SHEET 8 ~ 1-.: 9':~ ...., ~ ~~ ll!J 1-.: <..,~ ~ ~~ ~ ~ ii; ~ - ~ 7 ' .... -6 £-SHEU7?-7 --~-w ~ ~ ~ I-{'-1ll FOR WA TERUNE 14 DATA_ __ -::._~ ~ -S-r ... 1::! ti) 8 1-,. --SD --~ -- v J ti) :, PLAN: CASCADE ST. Civil Engineering Planning Processing Surveying DESIGNED BY: K.H. DATE: NOV. 2007 . 1· = 401 DRAWN BY: C.F .• 8.W .• J.S. SCALE. ~--- "AS-BUILT " &vi5t {PYJ~ · -a;... If' e,o1, PROJECT MGR.· G.0. JOB NO.: 01 1014 I 1----------------; P.E.3l£>/3/ EXP. '1/3fl/t, DATE ENGINEER OF WORK: RCE: 32014 REV,WE~JBA /I// . ~u ~ s(z./2~ INSPECTOR DATE o' s· 20' ----10 40" SCALE: 1 " = 20" BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE HE'LL MON/JMEN T LOCATION: CENTERLINE OF El CAMINO REAL AT ENC/NEER"s STAT/ON 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEVEZ.S (NQ CO/JNTY '£RT. CONTROL. DATA) ELEVATION: 68.479 OATVl.f: N. V.C.O. OF 1929 ----------------,,------ 18' f • DETAIL 'o 1-CROSS GUTTER CASCADE ST. & ALANDER CT. INTERSECT/ON CROSS CU77ER {SDRSO G-12) SCAL£· 1 = 20' . . I .. .... :-:):-.... ... . .... . .. CURB DATA NO DELTA BEARING RADIUS LENGTH REMARKS f 6=2372'52" 3aoo' 12.16' T'fPE '8' R0U£0 CURB 2 t,. =23'34'54" 3aoo' 12.35' • • 3 t,. =90'00'0o" 25.00' 39.27' • • 4 t,. =90'00'0o" 25.00' 39.27' • • 5 t,. =23'33'23" 3aoo' 12.33' • • 6 t,. =23'33'23" 3aoo' 12.33' • • 7 t,. =23'33'23" 3aoo' 12.33' • • 8 t,. =23'33'23" 3aoo' 12.33' • • 9 t,. =90'00'0o" 25.00' 39.27' • • 10 t,. =90'00'0o" 25.00' 39.27' • • 11 t,. =23'32'38" 3aoo' 12.33' • • 12 t,. =23'48'32" 3aoo' 12.47' • • NOTES: 1. FOR SEWER ANO STORM DRAIN PLANS SEE SHEET 39. 2. FOR CRADINC ANO EROSION CONTROL PLANS SEE owe. No. 453-BA 3. FOR WATERLINE a4l:4 ANO AOO/llONAL S/JRFACE IMPROVE!.fENTS, SEE SHEET 14. t-------,i------t---------------+---+-------1---+------J I S1HE5:ET I CITY OF CARI.SHAD I SH5E8ETS I ~::::::::::::::..':::::==:::EN:::G:::IN:::E::E:::R:::IN:::G::::D:::E:::P:::::A::::RTM::::::E:::N::::T==~:::::=:~ SURFACE & WATER PLANS FOR: DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPllON OTHER APPROVAL CITY APPROVAL G:\011014\0114Gl15.dwg Jan 21, 2008 1:52pm "--~--,,...,,...,. n. ◄••,...nn". ,... •• ,,.,,,,,,... ,.,,,.,,..,........., ""•'"''.,.., ROBERTSON RANCH PA 16, 17 tt 18 C.T. fH-26 APPROVED BY: DAVID r.J~~-3'/t;/oe DEPUTY CITY ENGINEER PE 33081 EXP.06 30 08 DATE OWN BY: __ _ CHKD BY: GvP RVWD BY: ,JLR, PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 j ' rl ' ' ) / ___ / ' I .... ·r·. CAfJllON !! CONTRACTOR TO VERIFY THE EXACT LOCA 710N OF EXISllNG UllllllES IN THE FIELD PRIOR TO CONSTRUCllON! NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAl SURVEY CONTROL \ \ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsulhmts.com CMI Engineering Planning Processing Surveying 12 "'---- --, -r PLAN: FOUR PEAKS ST. SCALE: I• = «J' DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT " ,. . , .. = 40' DRAWN BY: C.F., B.W., J.S. SCALE. ---'--'-=-- PROJECT MGR.· G.O. JOB NO.: 01-1014 ~ I !: "'l,I c2 '/J.i -er;;,... ,s: 2DI, 1---------------j P.E. 3z. /'( EXP. 170//6 DATE REVfWED BY: l /J ~1a &A,;v ENGINEER OF WORK: DATE:;'¼,. 2.-ot, RCE: 32014 1i4sPE-CTOR DATE "' "' "--'II> "' "' "' "' "-"---'II> 'II> BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENTERLINE I/ELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REA£ AT ENGINEER's STA 710N 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NQ CO/JNTY 1£RT. CONTROi. OA TA) ELEVATION: 68.419 DATUM: N. V.C.O. OF 1929 DWY DATA 0 CURB DATA FOUR PEAKS ST. 'NO' \ .,, DELTA/BEARING RADIUS LENGTH REMARKS LOT CL STATION & OFFSET DESCRIPTION 51 13+83. 51 fJ 11. 00' RT. 16' OH'Y PER G-148 52 14+23.04 fJ 17.00' RT. 16' OH'Y PER G-148 53 14+84.31 fJ 17.00' RT. 16' OH'Y PER G-148 173 10+7a99 fJ 21.14' RT. 16' OH'Y PER G-148 174 11+19.22 fJ 11.00' LT. 16' OH'Y PER G-148 175 11+69.22 fJ 17.00' LT. 16' OH'Y PER G-148 176 12+19.22 fJ 17.00' LT. 16' OH'Y PER G-148 177 12+11.42 fJ 11.00' LT. 16' OH'Y PER G-148 178 13+25.82 fJ 11.00' lT. 16' OH'Y PER G-148 179 13+81.68 fJ 17.00' LT. 16' OH'Y PER G-148 ., ,!, •2 10+39.58 fJ 33.01' LT. 4288' OH'Y PER G-148 fSHAREO OWY.) I l;. =23:J3'23. 63.00' 25.90' 6" TYPE •c• CURB ,!, GUTTER 2 t:. =126"54'.Jf' 57.00' 126.25' • • 3 l;. =23:'J.J'23" 6.J.00' 25.90' • • 4 N 21':J/'50" E 249.81' • • 5 l>. =04'!1'34" 28.J.OO' 2a11· • • 6 N 11'20'16" E 8.J.62' • • 1 l>. =08:J4'.J9" 317.00' 47.48' • • 8 l;. =08:J4'39" 283.00' 4231' • • 9 N 11'20'16" E 83.62' • • 10 l;. =0471'34" 3/7.00' 2.J.20' • • If N 21':J/'50" E 1.59' • • 12 N 21':11'50" E 179.36' • • 13 t:. =79'47'45" 33.00' 45.96' • • •3 IO+l4.05 fJ 21.25' lT. 17' OH'Y PER G-148 'OFF SITE LOTS PER CT 07-03 WATER DATA WATER LATERAL SIDEWALK INOI DELTA/BEARING RADIUS LENGTH REMARKS f N5875'.55"W 35.78' 8" PVC N CL 150 HG 255 DATA UNDERDRAIN 2 Nt273'to·w 41.85' • • 3 N21':J1'50 '£ 2W.58' • • LOT# STA. WATER LATERAL LOT# STATIONS 51 13+11.50 52 14+44.33 113 10+81.05 114 11+0.J.61 115 11+5.J.61 51 l3+66.50 'R 51 l3+97.79 'R 52 t4+1a19 'R 52 14+6.J.85 'R 116 12+0.J.61 5.J 14+11.35 'R 111 12+51.61 113 10+58.21 Z 118 13+1.J.82 113 10+78.54 z 119 13+66.10 114 10+81.48 z •3 10+14.JB fALANOER CT.! 114 11+31.41 Z •2 10+2.J.31 115 11+31.47 Z ., 10+26.10 115 11+81.41 Z 'OFF SITE LOTS PER CT 01-03 116 11+81.41 l 116 12+3.J.67 Z 117 12+39.61 l 117 12+88.01 z 118 12+94.07 z 118 13+41.67 Z 119 13+41.61 z 119 13+9.J.93 l o· 10· 40' 5 20 80' SCALE: 1 " = 40' 4 N21 ':J1'50"£ 61.95' • • 5 l;. =04if'J4• 31200'• 2283' • • omECl/ON ANGLE =Of '50'11 10' PIPE SEtll,(ENTS 6 N/7'20'16"£ 83.62' I • • 7 l>. =08'.J4'49" 288.00'• 4.J.12' I • • OEFLECl/ON ANGLE =03'58'41, 20' PIPE S£tll,(ENTS • NO AXIAL OEfZECl/ON. SEE WATER NOTE NQ 14 {USE OffiECTlON CO/JPUNGS, 4' MAX.} CENTERLINE DATA {No) DELTA/BEARING RADIUS LENGTH t l>. = 19'47 45• 5aoo· 69.63' 2 N 21':J/'50" E 231.65' j N 21':J/'50" E 49.40' 4 b. = 0471'34" 300.00'. 21.95' 5 N 17'20'16" E 8.J.62' 6 b. = 08':14'39" 300.00' 44.91' NOTES: I. FOR SEWER ANO STORM DRAIN PLANS SEE SHEET40 2. FOR GRADING ANO EROSION CONTROL PLANS SEE OWG. No. 453-84 t----t----+------------,f----t---+-----+-----t I S1HE6ET I CITY OF CARLSBAD I SH5E8ETS I :=::::::::::::...':::=:::EN=G:::IN:::E:::E:::R:::IN:::G:::D:::E:::P:::A:::RlM:::::::E:::N:::T==~===: SURFACE &-WATER PLANS FOR: DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL G:\0II0l4\0114Gl16.dwg Jan 21, 2008 1:55pm XrAfa· 0114r.1, 0114r.PRni ()114no:tr• fl114nmn,v fl114n11tl ROBERTSON RANCH PA 16, 17 tt 18 C. T. (){.-26 APF'ROVED BY: DAVID v~R >! DEPUTY CITY ENGINEER PE33081 -:s/11/413 EXP.06 30 08 1D/(TE DW~I BY:--~ CHKD BY: GVP RVWD BY: Jt.,E!. PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 ) / -- ··'<-,•. --i 1: 1 ' , ;-~ ,;: _,,. SIDEWALK UNDERDRAIN LOTH STATIONS 1 16+95.00 'fl 1 17+45.64 'fl 2 17+51.64 'fl 2 18+2aoo 'fl J 18+60.00 'fl J 19+45.00 'fl 4 19+6232 'fl SJ 15+38.10 R 53 15+#.IO 'fl 54 15+9200 'fl WATER LATERAL DATA LOT# SJ;l. WATER LATERAL I 17+16.47 2 11+8a92 3 l9+02.76 4 l9+88.97 SJ l5+28.70 54 l5+88.17 CENTERLINE DATA ~ 1ni::1.rAJaEARING RADIU::i LENGTH I N 25'54'56" £ 2 N 25'54'56" £ 3 b. -OJ'J5'46" 300.00' 4 N 29'30'4/. £ 5 b. =6077'10" 200.00' CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA 170N OF £X!S77NC U17L/17ES IN THE FIELD PRIOR TO CONSTRUC770Nl NOT£!/ 136.00' 22.74' 18.BJ' 93.49' 210.44' ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND AR£ NOT TO BE USED FOR HORIZONTAL OR VER77CAL SURVEY CONTROL .............. r. 15 I I 1 275' SICHT DIST. CORR. 2710 Loker Avenue West Sutte 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultonts.com --·· ·------ ------ I I I ~ 0:: I "' ~ <>:: I~ ~ si "' s,\ "' ,,;; "' _<>:: ~ _<>:: ~ -~ !:::~!:::~ I§ ~ 90 ~ "" !<:)~ ~~ <::, "? <.3 «S i:l ;:t; ~~ " -;:t; ~ ;:t; ~ "'-,Q'.:j -li:J PLAN: FOUR PEAKS ST. SCAIE: I• = 40' DESIGNED BY: K.H. DATE: NOV. 2007 18 LOT 10 1WAP 1580B OPEN SPACE P.A, 28D 19 "AS-BUILT " o' 10' 40' 5 20 SCALE: 1" = 40' P.C.C. P'tMT. 5.5" P.C.C. ON 6" a 2 BASE PER DIIG. 45.3-BA 80' BENCHMARK: ------------ DWY DATA 0 FOUR PEAKS ST. LOT CL STATION & OFFSET 54 I 2 15+58.J2 0 11.00' RT. 17+J0. 4J O 11. 00' RT. STAJ.fPEO ASPHALT (TYP) --- PER LANDSCAPE PLANS ENCROACHMENT AGR££Al£NT 07-128 Oo£. . .l.00'i' •= 1 IS-0'/ kc. . -'f "'"' .a.eo r 3 310 17+99.15 0 17.00' RT. 19+19. 18 0 17.00' RT. l8+56.03 0 17.00' LT. 1 ~I /4, ~I ;~· 'b'], --'-------..;:-,1/\ll~'o)9f1.. '6 R. PCR 17' BUCK RIDGE A VE. DETAIL '£1 -CROSS CUTTER FOUR PEAKS ST. & BUCK RIDGE AV£. INTERSECTION MOO/RED CROSS CfRTER (CS-9) PER CITY OF CARLS8AO STANDARO SCA/.£: 1• = 20' NOTES: I. FOR SEWER ANO STORM DRAIN PLANS SE£ SHEET 41 17 2. FOR CRAO/NG AND EROSION CONTROL PLANS S££ DWG. No. 453-84 DESCRIPTION 16' OWY PER G-148 • • • • 20' OWY PER G-148 16' OWY PER G-148 CURB DATA tlO, DELTA/BEARING RADIUS LENGTH REMARKS I N 25'54'56' £ 67.02' 6" TYPE •r;• CURB it GUTTER 2 N 25'54'56" £ J.00' Ct/RB TRANS/TlON 3 t1 = 23'JJ'23' 3aoo· 12.33' TYPE '8' ROlJ.EO CURB 4 ,l -23'JJ'2J" 3aoo' 1233' • • 5 N 25'54'56" £ 64.73' • • 6 t1 = OJ'J5'46' 312.00' 19.58' • • 7 N 29'30'41 • £ 2.78' • • 8 A = 2J'JJ'2J" 3aoo' 1233' • • 9 A -23'33'23" J0.00' 12.33' • • 10 N 29'30'42" £ J.00' CURB TRANS/TlON II N 29'30'42" £ 63.73' 6" TYPE •r;• CURB it GUTTER 12 A= 6077'10" 217.00' 228.33' • • !3 t1 = 60i7o/O" 183.00' 19255' • • 14 N 29'30'41" £ 63.73' • • 15 N 29'30'41" £ 3.00' CURB TRANS/TlON 16 A = 23'JJ'2J' 3aOO' 1233' TYPE '8' ROlLED CURB 17 t1 = 2J'JJ'23" 3aoo· 1233' • • 18 A = 9J'J5'46' 25.00' 4a84' • • 19 t1 -90VO'oo" 25.00' 39.27' • • 20 ,,l = 2J'JJ'23" J0.00' 12.JJ' • • 21 A= 2J'J3'23" J0.00' 12.33' • • 22 N 25'54'56" £ J.00' CIJRB TRANS/TlON 2J N 25'54'56" £ 61.02' 6" TYPE •r;• CIJRB it GUTTER WATER DATA !INO DELTA/BEARING RADIUS LENGTH REMARKS I N 25'54'56" £ 12.82' 9• pi,v N a 1so HG 255 2 N 21'54'56" £ 57.J4' • • J N 25'54'56" £ 53.98' • • 4 N 25'54'56" £ 34.73' • • 5 b.=03'35'46" 292.00'• 18.33' • • Dffi£Cl10N ANGLE -0/'47'5J" 9.16' PIP£ SEGMENTS 6 N 29'30'41" £ 26.76' • • 7 N 3J'J0'41" £ 57.34' • • 8 N 29'30'41" £ 9.53' • • 9 A -6077'10" 188.00'• 191.81' • • 0£R.£CT10N ANGLE -OJ'V2'5.J" 10' PIP£ SEGMENTS • NO AXIAL D£fl£CT10N. 5££ WA T£R NOT£ NO. 14 (US£ 0£Fl£CT10N COUPLINGS, 4' MAX.) r--------t--t--------------11-----1-----------4----1-------J ~ CITY OF CARISBAD L1LJ ENGINEERING DEPARTMENT S//RFACE tk WATER PLANS FOR: HOBEHTSON RANCH PA 16, 17 &-18 DRAWN BY: C.F., 8.W., J.S. SCALE: 1" = 40' L:/,J, f _I L'.2 PROJECT MGR.· G.0. JOB NO.: 01 1014 ,.._,~ '-"/ .-o;;:,,. ls;'2.t:>/(,, t------------------1 P.E. 3201'/ EXP. l~/35/I~ DATE DESCRIPTION: STANDARD M-10 STREET CENTERLINE ~LL MONUMENT LOCATION: C£NT£RLIN£ OF £l CAMINO REAL AT £NG/N£ER's STA 710N 454+92 PER R.S 1800-1 C.T. 04-26 APF'ROVED BY: DAVID A.(Ft('.US~R /7/ . / A JJ ~--3; 11/4s DEPUTY CITY ENGINEER PE33081 EXP.06 30 08 DATE Civil Engineering Planning Processing Surveying ENGINEER OF WORK: h GE RCE: 32014 INSPECTOR DATE RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL OA TA) ELEVATION: 68.479 DATV!.I: N. V.G.O. OF 1929 i--noA'ArrwTii1NJl'mruAUL--j--'"'""-----------------+--D,.,A-=TE=-+--1N--lll __ A_L--l---D-ATE---l--lN_lll_A_L~ ~D~W~~~I =;B~Y;::: =:.=:.'=.~~==-=;";==='P==R~O=JE::C:::T==N=o=. ==-~;'!:D=R=A=w=1N=G~N=o:::(. ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: GNP c. T. 04 26 4.5.3 8 OTHER APPROVAL CITY APPROVAL RVWD BY: Ju,_ , , -- G: \011014\01148117.dwg Jan 21, 2008 1: 58pm '/,-.,f.:,, f\11,lf'j. rl11,l/"'_Cn;lf\, n11,1r'><::'TO, (111..tf'IITI, (111,11:!AAC, f\11An~~,.I ~~ s. ~ 01 01 00 4-J 00 ) ------------------ I ·:·:.·:::::J:..··· __ .. it! ''"i_·· __ ·· __ ·· :·.·_·_· .·: ', '.":::·:.:.·::::"' ···.·· .. : .. ............ ··········· ... ""'"'"""' SIDEWALK UNDERDRAIN LOT # STATIONS 4 20+19.75 'R 5 20+25.75 'R 5 · 2,n+70. 63 'R f--~--l-~'cvc'-'c='~-';i~----6 20+92. 00 'R 6 21+19.00 'R 7 21+35.00 'R 7 21+66. 00 'R 8 21+71.19 'R 8 22+14.45 'R 9 22+2a15 'R 9 22+64.15 'R 10 23+31.46 'R 10 23+75.16 'R II 23+81. 46 'R II 24+25.16 'R 12 24+31.16,'R 12 24+71.16 'R 13 24+82.16 'R 13 25+32. 00 'R 14 25+43. 42 'R 14 26+03.40 'R I· 15 26+09.40 'R 15 26+68.55 'R 16 26+71.55 'R 16 21+3a oo R 17 27+41.87 • 'R CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCA 770N OF EXISllNG U77L/77ES IN THE RELO PRIOR TO CONSTRUCllON! NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. 20 ' O' 10' 40' 5· 20 SCALE: 1 • = 40' 80' 2710 Loker Avenue West Suite 100 Carlsbad, Collfornlo 92010 760-931-7700 Fax: 760-931 8680 www.odoyconsultants.com 21 ~ v, -, : : I . ' 7 Civ!I Engineering Planning Processing Surveying ------------------ 22 = \ \I - DESIGNED BY: K.H. DATE: NOV. 2007 23 LD110 ;WAP 15808 OPEN SPACE P,A, 28D I I I .1 {J. PLAN: FOIJR PEAKS ST. SCA/£• 1· = 40' "AS-BUILT 24 . ' ,, -- I 11 0 0 Vi I "I b ! .... 12 1· = 40' DRAWN BY: C.F., B.W., J.S. SCALE: PROJECT MGR.· G.0. JOB NO.: 01 1014 {fry · Ja,..1t:;2o,, EXP. 170//~ DATE ENGINEER OF WORK: {/ DATE:~. i.i;ot. RCE: 32014 :~27-~ INSPECTOR - r I I 0 25 - SIJ80/11S70N BOUNOARYJ.. .,,,,,--- 310 H.O.A, 1/Jlll:.5; --- "-..... 1, FOR SEWER ANO STORM DRAIN PLANS SEE SHEET 42 2. FOR CRAO/NC ANO EROSION CONTROL PLANS SE£ owe. No. 453-B'i BENCHMARK: DESCRIPTION: STANOARO M-10 SlREET CENTERLINE MU MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENG/NEER's STAllON 154+92 PER R.S 1800-1 RECORD FROM: COUNTY DENCH lEVEI.S (Na COUNTY '.£RT. DAlE INITlAL CONlROl DATA) ENGINEER OF WORK ELEVATION: 68.479 OATIJM.· N. V.G.O. OF 1929 /1\ -------- ···---... ::-..... ···I··· TOP OF C/JRD ELEVA 710N SHO/fN ON PLANS ~ '- I -1.5" 2' 1' DETAIL: AIODIFIED TYPE ".B,, ROLLED CURB NOT TO SCALE NOTE: PRIVATELY MAINTAINEO PER ENCROACHMENT AGREEMENT Pl( 07.·128 ' WATER LATERAL DATA LOT I Sli4. WATER LATERAL 5 20f39.79 6 20f95.58 7 21+39.63 8 21+88.93 9 22+55.78 10 23+47.46 II 23+95.46 12 2#45.46 13 2!H05.37 14 25+73.78 15 26+42.56 16 27+00.75 CENTERLINE DATA NO 1 2 3 DELTA/BEARING N 89'47'51" E .6. =10'59'42" N 78'48'09" E .6. -29V3'10" RADIUS 40fJ.OO' 5oaoo' WATER DATA LENGTH 111.03' 76.76' 313.11' 253.53' NO DELTA/BEARING RADIUS LENGTH REMARKS 1 2 N 89'47'51 • II 111.03' 8" PVC N Cl 150 HG 255 .6. =10'59'421 412.00'• 79.06' • • OEflECllON ANGLE = 2'411'54, 20 PIPE SEGMENTS 3 I N 78'48'o9" ti 313.11' • • 4 I .6. =29V3'10i #JB.00'• 247.15' • • IJ£fl.EC710N ANGLE = 2'20'54; 2.0· PIPE SEGMENTS I CURB DATA l(NQ DELTA/BEARING 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 N 89'47'51" E .6. -10'59'42' N 78'48'09" E .6. =29V3'10• .6. =29V3'10" N 78 '48'09' E .6. -10'59'42' N 89'47'51" E .6. =1.J8'53'l6" N 5874'47" E .6. -20'33'22" N 78'48'09" E N 1171'5!" W N 78'48'09" E .6. -20'33'22" N 80'38'29" W N 1171'51" W N 78'48'09" E .6. =20'33'22" N 80'38'.29" W .6. =1.J8'53'16" N 5874'47" E .6. -20'33'22" 24 N 78'48'09" £ • PAINTED YEllOW RADIUS 38.J.OO' 517.00' 483.00' 417.00' 2.00' 2.00' 2.00' 2.00' 2.00' 2.00' LENGTH 1i1.03' 73.50' 313.11' 262.15' 244.91' 313.11' 8ao2' 111.03' 1.85' 8.54' a12· 14.14' raoo' 11.14' a12' 8.54' raoo' 14.14' a12' 8.54' 4.85' 8.54' a12' 11.14' REMARKS 6" T'rPE •a• Cl/RD & G/JTTER • • • • • • • • • • • • • • MOOIREO T'rPE "8" ROl..lElJ CURB• MOO/RED T'rPE "8" ROi.LEO CURD • • • • • • • • • • • • • • • • • • MOO/RED T'rPE "ti" ROl1£0 CURD• MOO/REO T'rPE "8" ROl1£0 C/JRD • • • • DWY DATA 0 FOUR PEAKS ST. LOT 5 6 7 8 9 10 11 12 13 14 15 16 CL STATION & OFFSET 20+07.79 (J 17.00' RT. 20+57.63 0 17.00' RT. 21+07.34 ti 17.00' RT. 21+52.84 0 17.00' RT. 22+02.15 ti 17.00' RT. 22+32.62 0 17.00' RT. 23+63.46 0 17.00' RT. 2#11.96 0 17.00' RT. 24+63.30 0 17.00' RT. 25+18.8.J O 17.00' RT. 25+88.84 0 17.00' RT. DISCRIPTION 16' OWY PER G-1,fO • • • • 20' OWY PER G-1,fO 16' OWY PER G-148 • • • • 20' OWY PER G-1,fO 16' OWY PER G-148 • • 20' OWY PER G-1,fO 16' OWY PER G-148 • • • NO AX/Al omECllON. SEE WATER NOTE Na 14 (/JSE omECllON COUPUNCS, 4· MAX.) 26+55.59 0 17.00' RT. 27+11.46 g 17.00' RT. I REVISION DEfCRIPTlON DAlE INITlAL DAlE INITlAL OTHER APPROVAL CITY APPROVAL CITY OF CARLSBAD I SH5E8ETS I ENGINEERING DEPARTMENT SURFACE .t WAlETi' PLANS FOR: ROBERTSON ,RANCH PA 16, 17 tt 18 APPROVED BY: DAVID~ ,,,ef C.T. 04-26 DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 04-26 453-8 G: \011014\0114Gl18.dwg Jan 22, 2008 10: 52om Xr!lfs· 0114(:;1• 0114(:PR(): n114r.~AP• n114f.:STR• 0114(:;IITI • 011.471/ll ) .. ~. I ft . . / .-· ... : " ··--r ! SIDEWALK UNDERDRAIN LOT 17 18 18 19 19 20 20 21 21 22 22 23 23 STATIONS 21+86.22 7? 21+9222 7? 28+36.22 7? 28+4222 7? 28+71.54 7? 29+61.91 7? 29+9a65 7? Jo+04.1J 7? JO+J2J2 7? JO+Jl.82 7? 30+74.12 7? J0+8a12 7? J1+2J.12 7? ' 24 J1+J1.12 R 24 J/+18.36 7? 25 J1+84.J6 7? 25 32+45.41 7? CAUTION!! CONTRACTOR TO 'IERIFY THE EXACT LOCA 77ON OF EXIS77NC U77l/77ES IN THE RELD PRIOR TO CONSTRUC77ON! NOTE!! 1 ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERllCAL SUR'IEY CONTROL. ------------ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying "i <>\ !:l ,_ ~ 0:: ! ..., "' ~ " -Ill> :;; ,-: Ctj ,_ ~ 21 ..., "' ¾ Ill> >.: ~ ~"' ~:,: ,_ c.: ~~ 10110 1WAF 15808 DPEN SPACE p,A, 23D DESIGNED BY: K.H. DATE: NOV. 2007 1" -40' DRAWN BY: C.F., 8.W., J.S. SCALE: ~--~-- PROJECT MGR.· G.O. JOB NO.: 01-1014 ENGINEER OF WORK: O'DAY RCE: 32014 -,,,, - \ 25 "' \ 24 ~ PLAN: FOUR PEAKS ST. SCA/.£• , • = ,f(J' "AS-BUILT " fl,1/)¥, :J;....1s:-eo1, E;;;~~/37§,:;' D; TE s/2/11, DATE HO. ' ' 26 BENCHMARK: DESCRIPTION: STANOARO Al-10 STREET CENTERLINE Hlli AIONVAIENT LOCATION: CENTERLINE OF El CAAi/NO REAL AT ENGIN£ER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY VERT. CON lROL OA TA) ELEVATION: 68.479 OAT/JAi; N. V.G.O. OF 1929 LOT 17 18 19 20 21 22 23 24 25 o· 10· 40• -----5 20 80' SCALE: 1" ., 40' DWY DATA 0 FOUR PEAKS ST. CL STATION & OFFSET DISCRIPTION 27+1272 0 17.00' RT. 20' OWY P£R G-148 28+24.22 0 17.00' RT. 16' OWY PER G-148 28+54.38 0 17.00' RT. • • 29+79.96 0 16.95' RT. • • J0+22/J O /7.00' RT. 16' OWY PER G-148 30+47.87 0 11.00' RT. 16' OWY PER G-148 31+11.96 0 17.00' RT. • • 31+45.12 0 17.00' RT. • • 32+04.94 0 17.00' RT. 20' OWY PER G 148 CENTERLINE DATA CNOJ DELTA/BEARING RADIUS LENGTH 1 N 72VB'41" W 153.04' 2 6 = 08VB'o9" 2oaoo· 28.40' 3 6 = 41 '29'.Jl" 200.00' 144.8.J' 4 N 5873'43" E 10223' 5 6 -79'34'.JO" 2oaoo· 217.77' WATER LATERAL DATA LOT$ STA. WATER LATERAL 17 21+58.23 18 28+06.22 19 28+16.54 20 29+61.27 21 3o+08.36 22 3o+6a61 23 3o+84.12 24 31+58.41 25 32+28..JB 11.QJIJ,; 1. FOR SEWER ANO STORM DRAIN PIANS SEE SHEET 43 CURB DATA © DELTA/BEARING RADIUS LENGTH REMARKS 1 N 72'08'41 • W 114.IJ' 6" TYPE •c• CVRB & GUTTER 2 N 72'08'41" W J.00' CURB TRANSITION 3 6 = 23'JJ'2J" 3aoo· 1233' TYPE •9• ROI.LEO CURB 4 6 = 23'J3'23" 3aoo· 1233' • • 5 N 72'08'41" W 11.94' • • 6 6 = 17'35'41" 188.00' 57.73' • • 7 6 = 27'34'59" 3aoo' 14.44' • • 8 6 = 20'05'19" 3aoo' 1as2· • • 9 6 = 6'75'4.J" 183.00' J.00' CURB TRANSITION 10 6 = 1876'32" 183.00' 15.37' 6" TYPE •c• CURB & GUTTER 11 N 587.1'43" E 10223' • • 12 6 = 79'J4'JO" 217.00' 301 . .18' • • !3 6 = 7.9'.J4'.JO' 18.J.OO' 254.16' • • 14 N 5873'43' E 102.23' • • 15 6 = 25'.J,f.'12' ' 217.00' 96.84' • • 16 6 = 26'59'#" 3aoo' 14.13' TYPE "!J" ROLLED CURB 17 6 = 20'.J2'01" Jaoo· 10.15' • • 18 6 = 75 'OJ'! 7• 25.00' 3275' • • 19 6 = 87'21'ol" 25.00' .J8. II' • • 20 6 = 2J'.JJ'23" 3aoo· 1233' • • 21 6 = 23'.J3'23" 3aoo' 1233' • • 22 N 72'08'41" W 117.13' 6" TYPE •r;• CURB & CUTTER WATER DATA NO DELTA/BEARING RADIUS LENGTH REMARKS 1 N 72'08'4!" W 59.93' 8" PVC ~ CL 150 HG 255 2 N 76VB'41" W 57.34' • • J N 72'08'41" W 35.91' • • 4 6 -10'08'.JO" 208.00'' 36.82' • • OER£C710N ANGLE =02'45'18~ 10' PIP£ SEGMENTS 51 6 = 29'45'.JO' I 208.00'• 108.0J' • • DERECllON ANGLE =02'45'18" 10' PIPE SEGMENTS 6 N 69'28'43" E 35.8.J' • • 7 N 5873'43' E 10223' • • 8 6 = 2,9'02'o8" 188.00'• 95.27' • • OERECTION ANGLE =03'02'5.J" 10' PIPE SEGMENTS 91 N 5079'10" E I 36.56' I • • 10 I 6 = 42'.Jl'OO" I 21200'• 157.69' I • • OERECllON ANGLE =02\f.2'10~ 10' PIPE SEGMENTS • NO AXIAL DfflECTION. SEE WAltR NOlt NO. 14 (USE OERECTION COUPLINGS, 4' MAX.) 2 FOR GRADING ANO EROSION CONTROL PIANS SEE OWG. No. 453-84 . t---t-----t------------+----t--1-----t---l I S1HE9ET I CITY OF CARLSBAD I SHSEBETS I :=::::::==:===E:::N:::Gl:::N:::EE:::R:::IN:::G=D:::E:::P:::A:::RTM:::::::::E:::NT::::::=====: SURFACE & WATER PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL G:\D11014\D1140119.dwg Jan 21, 2008 2o05pm ";<refs: 0114-Gl: 0114GPRO· 0114ns:tr· fl114nrncm· n114rn1tl ROBERTSON RANCH PA 16, 17 ct 18 C.l f>l-26 APPROVED BY: DAVID DEPUTY CITY ENGINEER PE33081 3/11/os EXP.06 30 08 DATt DWN BY:--~ CHKD BY: GYf? RVWD BY: Jt(? PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 ; I )',,, }: ,· 0 f->, :E (!) C') s. .i::,. 01 01 00 w 00 CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT LOCATlON OF EXISTlNC UTll/TlES IN TH£ Rf'LD PRIOR TO CONSTRUCTlON! NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONL Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760 931 8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying SEE sH£iN 22cr. rooo · -\ I , ' ~ lii ~ "' 1-._ iii -I 'II> ~~ "' :::s "' <., ~~ .., ' J/8 H.O.A. SCA/.£: I• = W' DESIGNED BY: K.H. DATE: NOV. 2007 1· -40' DRAWN BY: C.F., 8.W., J.S. SCALE: --'----~-- PROJECT MGR.· G.O. JOB NO.: 01-1014 --------------- 84.70 TC 38 0 II AS-BUILT " ENGINEER OF WORK: RJ:]a.~ RCE: 32014 INSPECTOR .. :.t ... _ ... s{z../2 t., ' DATE SEE SHEET 24 212 0£fl£C110N COUPLING (<J =4'00'o0"} 2/J .18+82. 65 FO/JR PEAKS Sl =!6+93.42 BERGEN PEAK PL. SEE SHEET 24 J8+69.92 CL FO/JR PFAKS ST. 215 BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERLINE MU UONIJMENT , LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STA 170N 454+ 92 PER R.S 1800-1 RECORD FROM: COIJNTY BENCH LEVELS {NO. COIJNTY VERT. CONTROi. OA TA) ELEVATION: 68.479 OAT/JAi: N. V.G.O. OF 1929 --i ------------- CENTERLINE DA TA CURB DATA RADIUS LENGTH DELTA BEARING RADIUS LENGTH REMARKS o· 10· 40• 103.09' 315.91' -----5 20 80' SCALE: 1" = 40' NOTES: 1. FOR SEWER ANO STORM DRAIN PLANS SEE SHEET 44. 2. FOR GRADING ANO EROSION CONTROL PLANS SEE OWG. No. 453-BA I N 4271'47" W 2 N 4271'47" W 3 N 4271'47" W 4 .d -23'33'23" 5 .d -23'33'23" 6 N 4271'47" W 7 N 4271'47" W 8 N 4271'47" W 9 N 4271'47" W 10 N 4271'47" W II .d = 23°33'23" 12 .ll = 23'33'23" 13 N 4271'47" W 14 N 4271'47" W DELTA BEARING 1 N 4271'47" W 2 N 30'56'47" W 3 N 4271'47" W 4 N 4271'47" W 5 N 4671'47" W 6 N 4271'47" W 7 N 42'50'29" W 8 N .18'50'29" W 23.11' 6" l'IPE 'G' Cl/RB tk G/JTlER 3.00' Cl/RB TRANS/110N 7.35' l'IPE 'B' ROL/.£0 Cl/RB 3aoo· 12.33' • • 3aoo· 12.33' • • 3.00' Cl/RB TRANS/110N 192.09' 6" l'IPE 'G" Cl/RB tk G/JTlER 188.12' • • 3.00' Cl/RB TRANS/110N 13.47' l'IPE 'B' ROI.LEO Cl/RB 3aoo· 12.33' • • 3aoo· 12.33' • • 3.00' Cl/RB TRANS/110N 23.11' 6" l'IPE "G" Cl/RB tk GUTTER WATER DATA RADIUS LENGTH REMARKS 6.00' 8" PM:' ~ Cl 150 HG 255 2a5o' • • 87.24' • • 6a61' • • 57.34' • • 132.40' • • 57.17' • • 1aoo· • • ! t---t-----t--------------t---;-------11--------t----J I S2H[OET I CITY OF CARLSBAD I SHSEBETS I ENGINEERING DEPARTMENT ~='...::::::=:::::=::::::::::::::::::========:::::'...:::==: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O'THER APPROVAL CITY APPROVAL G:\011014\0114Gl20,dwg Jan 21, 2008 2:09pm Yr,,.f-.,, (111.l.("I, n11,1r-oi:;,1'r 1111.lf'U<l,D, n11Af'!ITI, (111,1("C'T0 SIJNFACE ,t WATER PLANS FON: ROBERTSON RANCH PA 16, 17 ct 18 C.T. fH-26 :; h/tie DEPUTY CITY ENGINEER PE33081 EXP.06 30 08 o'ATE DW~I BY: CHKD BY: G;\/P RVWD BY: J~~ PROJECT NO, C.T. 04-26 DRAWING NO. 453-8 .} .,, . f: .. 1 ';i f /,:}!.· / ~l\ \ li,~S 0 r-..>:E 0 C') s. ~ 01 01 00 ct' 00 I I r I' ' I • • I I I. I I I ' •. I I T o' 101 40' 5 20 80' SCALE: 1" = 40' 305 H. O.A. CAlJllON II CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllllllES IN THE FIELD PRIOR TO CONSTRUCllON! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL 73 CROMI LINE 271 O Loker Avenue West Suite 100 Carlsbad, California 92010 760 931 7700 Fax: 760 931 8680 www.odayconsultants.com -I, I Civil Engineering Plonnln_g Processing Surveying I , I ' 77 Ji JO I I '0 ? . " -o. ; .l II '--R/W (@ ~ <;; 78 ~ ,,; { ;::, >-.: __, -m r--T"""' •r-- -" I 79 >-.: __, 80 28 27 rR/W ®® I® J. ·1 ' [-q t> i .... i ~ .1 " 81 PLAN: MASTODON CT. SCA/.£.• 1. = #1' DESIGNED BY: K.H. DATE: ~NO~V~. ~20~0~7 _ 1" = 40' DRAW/'! BY: C.F., B.W., J.S. SCALE: PROJECT MGR.· G.0. JOB NO.: 01-1014 ENGINEER OF WORK: ;-..... ,_ r fl '/J ,,,.,, G ORG~ O'DAY _d_ RCE: 32014 "AS-BUILT IN'SPECTOR ----------------- 14 ' - " DATE BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-10 STREET CEN1ERL/N£ H!l1. MONIIMEJIT CEN1ERLIN£ OF £l. CAMINO REAL AT ENGINEER'S STA 7/0N 454+92 PER R.S 1800-1 COUNTY BENCH LEVELS {NO. COIINTY V£/IT. CONTROi. DA TA} 68.419 OATIIM: N. V.G.D. OF 1929 75 10+5a91 'R 15 10+92.18 'R 76 10+96. 18 'R 76 ll+JJ.16 'R 17 11+39.16 'R 11 11+82.99 'R 78 11+88.99 'R 18 12+36.39 'R 19 12+42.39 'R 79 12+91.39 ,'R 80 12+97.39 'R 80 13+45.39 'R 81 13+51.39 'R 81 13+99.39 'R 82 14+05.39 'R 82 14+38.68 'R BJ 14+55.11 , R BJ 14+96.00 'R 12+22.94 11+00.66 11+62.20 10+29.34 CENTERLINE DA TA NO I 2 J 4 5 DELTA/BEARING N 77'rJ0'4fi" £ I:!.= 17'47'51' N 5972'5r £ I:!.= 17'05'08' N 42'07'50' £ RADIUS 200.00' 200.00' LENGTH 74.88' 62.12' 292.54' 59.64' 64.76' CROWN LINE DATA "IL 1 2. DELTA/BEARING RADIUS LENGTH I:!. -28'27'15• 157.67' 78.JO' FOR SEWER ANO STVRM DRAIN PLANS SE-£ SH££T45 FOR GRADING ANO EROSION CONll?Ol PLANS SE-£ OWG. No. 453-BA LOT 26 21 28 29 JO JI 32 JJ 34 73 74 15 76 77 18 19 80 81 82 BJ ------------- DWY DATA 0 MASTODON CT. CL STATION & OFFSET 14+46.64 0 18.00' LT. 1J+9a56 0 18.00' LT. 13+34.06 0 18.00' LT. 12+8a56 0 18.00' LT. 12+24.06 0 18.00' LT. 11+69.23 (J 18.00' LT. 12+02.59 CI/L DE-SAC 11+42.93 CI/L DE SAC 11+15.78 CI/L-D£-SAC 10+13.84 CI/L-0£-SAC lo+/4.47 0 18.00' RT. lo+62.97 (J 18.00' RT. 11+08.67 (J 18.00' RT. 11+51.04 0 18.00' RT. 12+05.89 0 18.00' RT. 12+59.56 0 18.00' RT. 13+14.89 (J 18.00' RT. 13+67.39 0 18.00' RT. 14+22.52 0 18. 00' RT. 14+69.12 0 18.00' RT. CURB DATA DESCRIPTION 16' OWY PER C-148 20' OWY PER C 148 16' OWY PER C-148 20' OWY PER C 1'18 16' OWY PER C 148 • • 20' OWY PER C 148 16' OWY PER C 148 20' OWY PER G-148 16' OWY PER C-148 20' OWY PER G-148 • • 20' OWY PER C-148 16' OWY PER r; 148 20' OWY PER G-148 16' OWY PER G-148 20' OWY PER C-148 16' OWY PER C-148 16' OWYPER G-148 16' OWY PER C-148 'NO) DELJA/BEARING N 5912'5r £ I RADIUS LENGTH 291.21' 54.27' 28.85' REMARKS 6' TYPE •r;• CURB & GlJTTER 2 J 4 I:!. -17'05'08' N 42'07'50' £ N 42'07'50' £ 182.00' • • • • Cl/RB TRANS/7/0N • • 5 6 7 8 N 42'07'50" £ N 42'07'50" £ I:!. -I 7'05'o8" N 5912'5r £ I:!. -17'47'51" N 77'rJ0'4fi" E 3.00' J.00' 2aJ1' 65.01' 6' TYPE •c• CURB & GlJTTER 9 10 11 12 13 I:!. -20811'41" N 74'47'31" W I:!. -45'59'32" 218.00' 218.00' 38.00' 1oaoo' 292.54' 67.72' 74.88' 138.08' 4a84' 80.27' • • • • • • WATER DATA NO DELTA/BEARING RADIUS LENGTH • • • • • • • REMARKS 1 N 8875'4fi" £ 107.0J' 9• PVC ~ Cl 150 HG 255 2 J 4 5 6 7 I:!. -18'05'44" 211.00·• 66.64' • 0£-flECllON ANGLE 02'42'56" 10' PIP£ SEGMENTS N 5912'5r £ I 292.54' • I:!. = 17V5'o8" I 211.00'• 62.92' I • OtflECllON ANGLE =02'42'56" 10' PIP£ SEGMENTS N 42'07'50" £ -41.62' • N 47'4/J'/J" £ laOO' • N 4JWJ'lJ" E · ,aoo' • a N 43-00'14• E 1aoo· • • NO AA7Al 0£-FlECllON. SE£ WA lER NOlE NO. 14 (I/SE OEIZECllON COIIPUNGS. 4' MAX.} CITY OF CARLSBAD • • • • • • • I 521T I 1---+-+-------------t------t---t--r----. ENGINEERING DEPAR1MENT I SSEBTS I SURFACE &-WA 1ER PLANS FOR: LL DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITlAL DA TE INITlAL Oll-lER APPROVAL CITY APPROVAL G:\011014\0114Gl21.dw,g Jan 21, 2008 3:47pm v c __ ,.. ••• ,..,. ,..._ ••• ,...,..._n,.,, r.,,,,....,...,., ,.,,.,,..,,.,..._ ""'''"' ... ' ROBERTSON RANCH PA 16, 11 &-18 APPROVED BY: DAVID Aa:1 ~ C.T. 04-26 DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 OWN BY: CHKD BY: GVP RVWD BY: J,g PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 04140B 0 I\) :E .... G') S..i:,. 01 01 (X) w 00 o· 10· 40' 5 20 SCALE: 1" = 40' CAtmQN !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TliE FIELD PRIOR TO CONSTRUCTION! NOTE!! BO' ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 26 ~~-·-----· 17 FOIJR PEAKS ST. \ \ I 26 12' ! I -t tow 83 I FOIJR PEAKS ST. FOUR PEAKS S . SEE SHEET 20 DETAIL t' -CROSS GIJTTER , --------------- 88 o· s· PROFILE: SW'L. Y CIJHB HETIJHN fJ FOIJH PEAKS ST. it l,l,4STOOON CT. SC4I.£: HORIZ N ,. = ,f(J' VEHT. ,.,, I"= 8' WATER LATERAL DATA LOT I CL STA. fl MAIN CUL-OE-SAC STA. fJ CURB 84 16+14.17 85. 16+61.95 IJ6 16+86.40 11+68.70 lJ1 16+7a72 10+63.05 88 16+38.35 10+26.32 CENTERLINE DATA (NO) DELTA/BEARING RADIUS LENGTH 1 N 42V7'50" E 131.63' CROWN LIN£ DA TA !11.•0 DELTA/BEARING RADIUS LENGTH 1 /::,.=24V2'49" 222.68' 93.46' SIDEWALK UNOERDRAIN LOT# STATIONS 84 16+oaoo 'R 84 16+41.BJ 'R 85 16+47.BJ 'R 85 l6+96.49 'R 86 17+02.36 'R 86 11+24.10 'R --87 l7+11.00 ,z --10 40' 87 l6+73.00 Z (NO' 1 2 3 4 5 6 7 8 9 10 11 12 13 'NOi I 2 .......... ·t . ....... .... ··;. PHOF/lE: NW'L. Y CIJHB HETUHN fJ FOIJH PEAKS ST. 4: l,l,4STOOON CT. SCALE: HORIZ. ,,.., , • = 40- VEHT. ,.., !" = 8' CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS 6 = 84i9'.J7' 25.00' 36.79' TYPE "8" ROlLEO C/JRB 6 = 23"J.J'23" 30.00' 12.33' • • 6 = 23'J3'23' 30.00' 12.33' • • 6 = 123'52'o5' 3aoo· 64.86' • • N 13'56'o9" E 3.00' C/JRB TRANS/7/0N N 13'56'09" E 63.34' 6" TYPE •c• C/JRB ct G/JTTER c. = 20811'41' 38.00' 138.08' • • N 42V7'50' E 101.72' • • N 42V7'50' E 3.00' C/JRB TRANSITION 6 = 8479'.Jl" 25.00' 36.79' TYPE "8" ROI.J.EJ) C/JRB A = 23'J3'23" 3aoo· 12.JJ' • • 6 = 2,J'J3'23' 3aoo• 12.33' • • A= 95'4()'23• 25.00' 41.75' • • WATER DATA DELTA/BEARING RADIUS LENGTH REMARKS N 40"33'13' E 52.07' 9• Pl-t' N CL 150 He 255 N 42'07'50" E 18.17' • • IDWY DATA § MASTODON CT. LOT CL STATION & OFFSET DESCRIPTION 84 16+29.67 0 18.00' RT. 16' OWY PER C-148 85 l6+19.83 0 18.00' RT. • • 86 17+14. 00 0 /a68' RT. • • 87 16+83.4.J O 57.12' LT. • • 88 l6+55.85 0 43.97' LT. • • MASTODON CT. tt FOIJR PEAKS ST. INTERSECT/ON SCALE: 1" = 20' 88 l6+65.66 Z 88 16+2aoo z NOTES: PLAN: MASTODON CT. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odayconsullants.com SC4I.£: 1. = ,f(J' Civll Engineering Planning Processing Surveying DESIGNED BY: K.H. DATE: NOV. 2007 DRAWN BY: C.F., B.W., J.S. SCALE: 1" = 40' "AS-BUILT " J:J. ,.,,_"" a %?~ a;;.,. /!f 2o1, PROJECT MGR.· G.O. JOB NO_: 01-1014 U ;',. A l---------------1 P-E.3ZP/l{ EXP. t~#I' DATE REV1,WED , 8)1. /} /J . j1u3Mtu ~ 5/2.J1., ENGINEER OF WORK: ,. DATE: ,.,. .2> o RCE: 32014 INSPECTOR DATE SPECIAL MOO/RED CROSS GUlTER (GS-9) PER cnr OF CARLSBAD STANDARD SC4I.£: ,. = 20· BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD 1.1-10 STREET CENTERUNE ffm /JON/J/JENT CENTERLINE OF El. CAMINO REAL AT £NCINEE/(S STA 7/0N 454+92 PER R.S 1800-1 COUNTY BENCH LEI/ELS (NO. COUNTY 'IERT. CONTROL OA TA) 68.479 OATV!.I: N. V.G.O. OF 1929 1. FOR SEHER ANO STORM DRAIN PLANS SEE SHEET 46. 2. FOR CRAOINC ANO EROSION CONTROL Pl.ANS SEE 0/W. No. 45J-8A ~ CITY OF CARLSBAD 1-----i--+----------~-------i---+--1-----+----l ~ ENGINEERING DEPARTMENT t----t------J------------------t-----t------Jf------J---1 I s58Ts I DATE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G:\011014\0114Gl22:dwg Jan 21, 2008 2:15pm Yr.::,fo• fl\1,l{cl• f\11,if;:Dl:;>n• 1'111Al:C:TD, 1"111il.l:11T1 • fl11,i,,...,,,.,., DATE INlllAL CITY APPROVAL SURFACE tk WAlER PLANS FOR: ROBERTSON RANCH PA 16, 17 &: 18 c.r. {H-26 OWN BY: ---PROJECT NO. DRAWING NO. CHl<D BY: GVP C. T. O'A 26 45.3-8 RVWD BY: J1 Q , , -,.- ) ' i b, fr> - ,/· r I I · .. r,.: .. ::.::.·"' ..... .. .. .. ... . . .. .... _. .... .... , ..... -----.. , .. ,. INSTALL I EA. N2· A. V. ASSY. PROPOSED REC. AREA SEE OWG. 453-BA ;r.,9+~8~1.;','06"-:";0a:,l.,__1 '-;;R'rT.';,,;.,✓;;;;,;i:"rs--i"Ull:i</ INSTAil 1 EA. Ne· END CAP & r.e. v ~ ......., _;9::c+~60.c:;.2'"1.,.,0~30.";'.l,":3c;' R"-'T.;;;. -;;-;:;;::-;;,;;~/ =11+68. 12 0 3' LT. CUL-0£-SAC ST. UGHT (3.0' BEHIND CURB) CAtmON II CONTRACTOR TO 'IERIFY THE EXACT LOCAT!ON OF EXIST!NG UT!L/T!ES IN _THE flELO PRIOR TO CONSTRUCT!ON! NOTE!! ELECTRONIC DATA flLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL. 10 1 11 12 ® I ' ' , " 1 I 1·. f,.. 221 >-.: _, -1';; O,! 't!> ~~ iii :::; i-...., ~ "' 200 .i" ; J. I " " ✓ 3J - 13 ,, I /J '--<D- ' w- : j" .1 220 219 201 , 218 PLAN: BERGEN PEAK PL. SCA/.£: 1• = 40' "AS-BUILT ,, DESIGNED BY: K.H. DATE: __,_,N"-rJ,/,_.,.~2"'0"-07~_ 0 ,/ ~ 1· = 40' /2 ~J DRAWN BY: C.F .• B.W., J.S. SCALE: {J_ 1/l ~ r2.0l"- PROJECT MGR.· G.O. JOB NO.: 01-1014 _ _,,,c....,.,l;,,<e:"y"\,,fL.,c..J,,"'-''"'-U,.t.,•?.,,,i;f<---\, t~.,--, C O N S ULT N-~r=-=sc---f---------------t P.E.gZ£>;~ EXP. t2.f/-1fl!(,, DATE 2710 Loker Avenue West Su!te 100 Car1sbad, Collfornla 92010 760-931-7700 Fax: 760-931 8680 www.odayconsultants.com Clv!I Engineering Planning Processing Surveying ENGINEER OF WORK: DATE:'.f,;., . Z.S: oZ, RCE: 3201'4 INSPECTOR . ' DATE o' 10' 40• 5 20· 80' SCALE: 1 • = 40' BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE /'Ell MONUMENT LOCATION: CENTERllNE OF El CAMINO REAL AT ENG!NEER's STATlON.454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COVNTY '£RT. CONTROL DATA) ELEVATION: 68.479 OATllM: N. V.G:O. OF 1929 C£NT£RLIN£ DATA (NO) DELTA/BEARING RADIUS LENGTH SIDEWALK UND£RDRAIN 1 N 77V6'16' £ 111.47' 2 t:, = 18¥1'39" 200.00' 65.25' LOT JI r-=J=--1---=Nc.,5,=e="2.,c;'J=rT"C£,--------1i---==~rc:2,74~.g,"'o•.1 A ~ STATIONS CROWN LIN£ DATA NO: DELTA/BEARING RADIUS LENGTH I t:, -19'52'28' 328./2' WATER LATERAL DATA 113.82' LO(L CL STA. fl l,fAJN CUL-OE-S4C Ii\ ( ,.-~:: .,, .,.,.;,;;;·;·;~ ... ,~ ·-,si: ~~ ~ _,~\,..,f9li_.,,,,.:! .lo+J9.~~'"=-'"•"~:,,,\W'~.,.n. ""~-~"'"'""""~ ,#' 197 10f89.24 198 11+28.94 199 12+30. 77 200 12+84. 77 201 /Jf41.17 218 13+11.62 219 /Jf21.20 220 12+64.10 221 12+10.70 222 11+59.16 223 llflJ.43 ;_,_,:_ U- I 195 196 197 197 198 198 199 199 200 200 201 201 202 218 218 219 219 220 220 221 221 222 222 223 223 224 224 225 225 " ✓L /of 07. 7'-f 'fL ~tru 12/1:r fl 10+55.24 Z 10+63.24 Z 10+06.24 Z 11+13.24 Z 11+91.97 Z 11+98.97 Z 12+47.11 l 12+54.77 Z 13+01.77 l 13+10.77 Z 13+55.77 13+62.77 Z 13+88.98 7? 13+41.20 7? 13+35.20 7? 12+87.60 7? 12+81.60 7? 12+34.20 7? 12+28.20 7? 11+80.60 7? 11+74.60 7? 11+35.84 7? 11+29.84 7? 10+81.61 7? 10+80.61 7? 1Df31.18 7? 10+31.89 7? 9+94.32 7? 'NO' \ -, 1 2 3 4 5 6 7 8 9 DELTA/BEARING N 58'24'Jr £ N 58'24'Jr £ t:, = 18'41 '39' N 77V6'16" £ t:, --2871'41' N 48'54'34' £ t, = 20871'41' N 77'06'16' £ t:, --18'41'39' CURB DATA RADIUS .' .. , ... ........ REMARKS LENGTH 214.90' 214.90' 6' Tl'PE 'G' CURB tk GUTTER 218.00' 100.00' 38.00' 182.00' 11.13' 2.19' 49.21' 50.00' 138.08' 111.47' 59.38' • • • • • • • • WATER DATA • • • • • • • • INO DELTA/BEARING RADIUS LENGTH REMARKS I N 77'06'16' E 130.41' 8' PVC N CL 150 HG 255 2 t,'" 18'41'39' 211.00·• 69.17' • • OEfZECTlON ANG/.£ = 02'42'56: 10' PIP£ SEGMENTS 3 N 58'24'Jr £ I I 214.90' I • • • NO AXIAL 0£fZEC110N. S££ WATER NOTE NO. 14 (USE 0£fl£C110N COVPUNGS, 4' MAX.) DWY DATA 0 B£RG£N PEAK PL. !,Ql -~cL:-STATION & OFFSET DESCRIPTION 16' OWY PER G-148 • • 197 10+14.70 0 18.00' LT. • • 198 llf,/J.24 0 18.00' LT. • • 199 12+15.98 0 18.00' LT. • • 200 12+69.83 0 18.00' LT. • • 201 13+23.98 0 18.00' LT. • • ,?02 13+80.37 0 18.00' LT. • • .218 13+57.48 0 18.00' RT. • • 219 13+03.41 0 18.00' RT. • • 220 12+49.81 0 18.00' RT. • • 221 11+96.66 0 18.00' RT. • • 222 11+46.86 0 18.00' RT. • • 223 10+10.36 C/Jl-0£-SAC • • lif)IES; f. FOR SEWER ANO STORM DRAIN PLANS SEE SHEET ,f.7 2. FOR GRADING ANO EROSION CONTROL PLANS SEE OWG. No. 453-BA CITY OF CARLSBAD ENGINEERING DEPARlMENT SURFACE d' WA lEl? PLANS FOR: ROBERTSON RANCH PA 16, 17 ct 18 SH,EETS 58 C.T. ~-26 APPROVED BY: DAVID A. (H~Uo/ ---~ , /_ 1 :3/11/"3 DEl0 UTY CITY ENGINEER PE33081 EXP.06/30/08 DATE DWN BY: DA TE INITIAL DATE INITIAL DA TE INITIAL CHKD BY: ~G=v~e-, PROJECT NO. C.T. 04-26 DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RV'MD BY: JLrl. 453-8 G: \011014\0114Gl23,dwg Jan 17, 2008 2: 24pm )fr,,f,:,• (111.ir.l, C\114C:PR()• /11140-c:ni:;,. n11 ~I ITl • n11.i.rt=nn· f1114Qf.::Rr\ ·.:·::.·. --- - -------- 0 f\>::,E w " s. .i:,.. (J1 (J1 00 CfJ 00 ) ,. ' ' r:AtJT/ON II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELO PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR. VERTICAL SURVEY CONTROL. "' <t: ~ 2710 Loker Avenue West Suite 100 Carlsbcd, California 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsultants.com 16 Civil Engineering Planning Processing Surveying 11 SCALE: 1 • = 40' DESIGNED BY: K.H. DATE: _,.,NO=V~. =20=0~7-c- 1" = 40' -DRAWN BY: C.F., B.W., J.S. SCALE: -'--~- PROJECT MGR.· G.O. JOB NO.: 01-1014 ENGINEER OF WORK: )-1, ' ., ( J ,'(),,.,,, DATE:'.k .. ZS'.O/l GEORG~ O'DAY If RCE: 32014 18 ---------------------------~· I /Ii I o' 10' §2 2i5 Ii 20· 40' SCALE: 1' = ,Te,,,,, . 1~ zo1<. DATE DATE CURB DATA WATER DATA 'NO' ' ,, DELTA/BEARING RADIUS LENGTH REMARKS LOT I CL STA. fJ MAIN CIJL-DE-SAC STA, fJ Cl/RB SIDEWALK UNDERDRAIN NO DELTA/BEARING RADIUS LENGTH REMARKS 40' I 2 .J 4 5 6 7 8 9 10 ff 12 I.J 80' A= 05'04'.JI" N 5.J'20'o6" £ A = 0270'.J5" N 51'09'.Jf' £ A = 93'21'18' A = 99'55'59" A= 14'54'24' N 22'57'50" £ A= 20871'41' S 51'09'.JI" W A = 0270'.J5" S 5.J'20'06" W A= 04'56'5I" 582.00' 482.00' 33.00' 33.00' 1oaoo' 38.00' 518.00' 618.00' 51.55' 156.65' 18..Jf' 1.21' 53.77' 51.56' 26.02' 5aoo' 138.08' 201.15' 19.68' 58. 10' 53.36' 6" TYPE •c• CIJRB & GIJT!ER • • • • • • • • • • • • • • • • • • I" I I . I . LOT# STATIONS 202 13+96.69 202 14+13..J.J z 203 14+54.55 203 14+19.83 z 204 14+17.55 20.J 14+71.55 l 205 15+26.84 " 204 14+15.55 Z 206 16+15.# 201 11+.J5.26 -•· -· I 204 15+11.55 z 208 11+80.99 /10+111J.36 ~.'1--~2c"o.'=s-+-~'-c:s~+2."''8."'.ac"s~z '.----1 l---';,20'=',gc----+-'c,0="+"'2-1.c;c . .J~~c------t,'-1~,~,=,,. 1=0c--1 205 15+65.oo z 210 !8+26.34 ,,, ·n. 9:/ />--'2.=06~-+--~15~+~82.=·=55'---"Z"r-__, 211 11+91.91 , 206 t6+2aoo z 212 17+50.26 207 11+30.26 Z 213 17+18.94 · l\\'>-~2=0~7-+_~1~7-~+6.=3.=2.='2-Ze-----l 214 16+45. 71 208 l.l+ 75. 75 Z 'V") -~).~JJ'.t.._ ~ ~\~ ,t1qfr:) / \ ~\~ ·; \ '.ly ' \~ 212 17+31.71 'R 213 11+25.71 'R :~ I ~" .... 213 16+81.71 'R 214 16+15.71 'R 214 l6+31.71 , 'R I 215 l6+25.71 'R 215 l5+83.5.J 'R 216 l5+71.53 'R 216 l5+4.3.23 'R 217 l4+40.00 'R ____ BER_GEN_ PEA!<]!_~--. --------------- 217 l3+94.98 'R OETAIL 1G1 CROSS GUTTER BERGEN PEAK Pl. &-FOUR PEAKS ST. CROSS Cl/TTER (SORSO C-12) SCAJE: 1• = 20' NOTES: I 1:;. = o5'04'.Jt' 611.00' 54.21' 8" P~ N CL 150 He 255 2 3 4 5 6 DmECTION ANClE =Of'52'.J2: 20' PIPE S£Cl,(£NlS Nb3'20'06' E 6a55' N53'20'06' E 96.10' I!. = 0210'.J5" 511. oo' 19. 41' DEflECTION ANClE =0274'34'. 20' PIPE S£Cl,f£NTS N 51'09'.JI" E I I 13.01 I N 51'09'.J/' E I I 136.92' I • • NO AXIAL DEfZECTION. SEE WA lER NOlE NO. 14 (IJSE DER.ECTION CO/JPL/NCS, 4· MAX.) DWY DATA 0 BERGEN PEAK Pl . • LOT CL STATION & OFFSET DISCRIPTION 203 14+34.48 0 18.00' LT. 14+9ao1 o 1s.oo' LT. 16' DWY PER G-1#1 204 205 206 15+39. 76 0 18.00' LT. 15+95.30 O 18.00' LT. 207 1o+l8.32 CIJL-DE-SAC • • • • • 206' -"¼!0+'15:6/3.,.@,,,-_-,0..;;'£ _-,SA;;:;C-;;---r--::-. -----,,,---, /,\(' ~209 ll.foo:0ifC{JiJ,DE-SAC LI_', 210 10·9 '-•3 CIJL..JJ)E-SAC '· ,211 .. -18+15.36 ,o-·rs.oo' RT. • • 212 17+63.""51 .r, 18.00' RT. • 213 l6+93.92 0 18.00' RT. • 214 16+63.51 0 18.00' RT. • • ~215 16+14.58 0 18.00' RT. I,\ 6 •'""75+65,{)hc 18.00' RT. L..L::>rL2l7 l'f+oB.Bd" (8.00' RT. • c~t ,,,,....,.,,,..__~~ '"· -·--1 CENTERLINE DA TA (NO 1 2 3 5 6 DELTA/BEARING A= 05'04'.JI' N 53'20'o6" E N 53'20'o6' E t:,. = 0270'.J5" N 51 '09'.JI • E N 51'09'31" E RADIUS 6oaoo' 5oaoo' LENGTH 53.15' 4'8.10' · 108.55' 18.99' 6a28' 11a81' CROWN LINE DA TA I. FOR SEWER llND STORM DRAIN PLANS SEE SHm 48 [mi DELTA/BEARING RADIUS LENGTH I t:,. = 22'50'15' 242.40' 96.62' BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENlERLINE llf:LL MONUMENT LOCATION: CENlERLINE OF El CAMINO REAL AT ENGINEER'S STATION 4.54+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. CO/JNTY VERT. CONTROL DATA} ELEVATION: 68.479 OAT/JM.· N. V.G.0. OF 1929 11/J'J.lnt2 4 .,J. • DAlE INlllAL ENGINEER OF WORK REVISION DESCRIPTION G,\011014\0114Gl24.dwg Jon 21, 2008 2,19pm 'lfr<>fc:· n11.1.f.:l· n11.1.f.!P,.>n, n11,tr-,;:w, f'l11,II'J ITI • f\11 d.f'lmnn• f\11 Ah<>fr 2. FOR GRAJ)ING llNO EROSION CONTROL PLANS SEE OWG. No. 453-BA DAlE INlllAL DAlE INlll,!.L OTHER APPROVAL CllY APPROVAL I 524T I CITY OF CARLSBAD I 558Ts I ENGINEERING DEPARTMENT SURFACE & WATER PLANS FOR: ROBERTSON RANCH PA 16, 17 ct 18 C.T. Ol-26 APPROVED BY: DAVID A._(~ µ~ ~ · 1/, 1/< . r .-. ... ~ .3'. II. as DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 DATE DWN BY: CHKD BY: G.VP RVWD BY: . I Lfl- PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 i ! .~--~ )\;-~:, ,, ' . , CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATlON OF EXISTlNG UTlL/TlES IN THE AELD PRIOR TO CONSTRUCTlON! NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. lo+!l.00 RMISEY WY. = 15+05.JI BERGEN PEAK Pl 10 BERGEN PEAK PL S££ SHEET 2-1 II 11 216 J28 H.O.A. SEE OETA!l. 'H' A RKlHT GLEN AVENUE S££ SH££T 27 4-'f'lj-1..LI I -:..i;; t I ~ffiit---t7 1 13 o· 10' 40' ----5 20 SCALE: 1" = 40' SEE SHEET 24 ____ <s:;!::t'f'~s;:"i----J 12+12.00 RAMSEY WY. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultcnts.com Civil Engineering Planning Processing Surveying VJ -=sD 277 BERGEN PEAK PL<!:! S££ SH££T 2-1 ~ o; 2J7 '-.: "' ::: Ill> ~ <$ -~~ ~ § ""' ~ ~ ,,; rs: ~~ GLEN AVENUE S££ SH££T 27 "' 12+6aOO CL RAMSEY WY. J0+29. 45 CL GI.EN A VENIJE PLAN: RAMSEY WY. SCA/.£: 1 • = 4Q' "AS-BUILT " BENCHMARK: DESIGNED BY: K.H. DATE: NOV. 2007 DRAWN BY: C.F., 8.W., J.S. SCALE: 1 • = 40' h.....,_ V= {.f) £} ?!, :'.¼.,,. 1{" ZOii. PROJECT MGR.· G.0. JOB NO.: 01-1014 (J f---------------1 P.E. JZOl'f EXP ~~/~//, DATE DESCRIPTION: STANOARO M-10 STREET CENTERLINE /Ell I.IONIJI.IENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENG/NEER's STA T!ON 454+92 PER R.S 1800-1 ENGINEER OF WORK: GEOR E O'DAY c,.. DATE:, .. zr& RCE: 32014 5 / -z.,__,_,/2 I,,__,_ DATE RECORD FROM: COIJNTY BENCH LEVELS (NO. COIJNTY VERT. CONTROi.. OA TA) ELEVATION: 68.419 OATVM: N. V.~O. OF 1929 80' 1.2 CENTERLINE DATA DELTA BEARING RADIUS LENGTH I N J6'J9'54' W J0+78.45 ~ 16.5' LT. ANGI.E PO/ft'[ PCR tJ 181T. I I!'~ -"'q,4-: ?,r,'o, I <,>- C< I . I l[----- 1~----- 11 260.00' --t-------,-h----, RAMSEY wr. ~1 12 , DETAIL I . ..>,r 6'/ C< I J ~I I I 11 11 11 11 11 Ir----- ------ -CROSS GUTTER O RAMSEY WY. ct GLEN AVENUE CROSS GUTTER (SORSO G-12) SCAl.£: 1 = 20' CURB DATA NO DELTA BEARING RADIUS LENGTH REMARKS I 6. = 90'00'00" JJ.00' 51.84' 6' T'tPE "G' CIJRB &-GIJTTER 2 N 36'J9'54" W 158.00' • • J 6. = 90'00'00' JJ.00' 51.84' R • 4 6. = 90'00'00" JJ.00' 51.84' • • 5 N J6'J9'54' W 159.00' • • 6 6. = 89'52'20" JJ.00' 51.76' • • WATER DATA NO DELTA BEARING RADIUS LENGTH REMARKS 1 N J6'J9'54' W 261.00' 9• PW: N CL 150 HG 255 JfQJJ§_; 1. FOR SEWER ANO STORM DRAIN Pf.ANS SEE SHEET 49 2. FOR GRADING ANO EROSION CONTROL Pf.ANS SEE OWG. No. 45J-8A ~ CITY OF CARLSBAD 1-----11---+-----------------11-----1---~--+----1 Lru ENGINEERING DEPARTMENT i---t---t-----------------t-----t---+---+----1 I 558Ts I DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL G:\0l1014\0114Gl25.dwg Jon 17, 2008 8:08am v~="'-· n11Af'I. ('\11AJ"□Dn, n«Af'C-TD. ni•Ar>IITI. n11.!J---- SURFACE tk WAlER PLANS FOR: ROBERTSON RANCH PA 16, 17 d-18 DWN BY:-~~, CHKD BY: <.3VP RVWD BY: JL{t, PROJECT NO. C.T. 04-26 C.T. IH-26 DRAWING NO. 453-8 I 'I ' . '-," \ I ,,., ;--. ' ' ' • . 0 I\) :E 01 G) s. .i:,. 01 01 00 Cf' 00 h ' ' i I ,, ' I ---·----· CAUTION II CONTRACTOR TO vERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£!! I ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL. SURVEY CONTROL. 24 25 26 27 228 s w I : : ~ I I i'l I 11 i I· I 260 f.,.._ DESIGNED BY: K.H. DATE: _c,:N0><,V_,_. -"'20 ... 0.,_7_ 0/ ~,fl~? DRAWN BY: C.F .. B.W., J.S. SCALE: ~1_" _=_40~' _ PROJECT MGR.· G.O. JOB NO.: 01 1014 C O N S U L T ""N~T=-aSc---1------------------1 271 O Loker Avenue West Suite 100 Carlsbad, Collfornlo 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultonts.com Civll Engineering Plannlng Processing Surveying ENGINEER OF WORK: . 230 , R/W 259 ' I I 231 27 232 R/W~ 1 (S) I \<J - j PLAN: GLEN AVENUE SCAl.E: 1 • = 40' "AS-BUILT ,, P.E. 32011.j DATE - .. ....: I'<') "'"' "' 233 "-+ ~ (, (S \ 28 234 (s I II BENCHMARK: o' 10· 40' 5· 20 DESCRIPTION: STANDARD 11-10 STREET CENTERUNE 11W. MONUMENT LOCATION: CENlF.'Rl/NE OF B. CAIi/NO REAL AT ENG/NEER's STA llON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE'£LS (NO. COUNTY '£RT. CONTROL OA TA) ELEVATION: 68.419 OATV/,f: N. V.G.O. OF 1929 80' EXISTING UTILITY DA TA TABLE ~ OESCRIPTION REFERENCE NO. 1 2 3 5 12' PVC WA 1ER UNE 8' PVCSE:llf:R 8' PVC WATER 36' RCP STORM DRAIN 4• PVC SI.EE'£ WATER LA T£RAL DATA owc. 433-6 owc. 4J.J-6 owc. 43J-6 owc. 433-6 owc. 433-6 SIDEWALK UNDERDRAIN (NQ 1 2 3 4 5 6 7 8 9 DELTA/BEARING N 62'03'46' E 1:, = 08'43'40' N 53'20'06' E N 5J'20'06' E c, = 91'20'59' c, = 88"39'01' N 53'20'06' E c, = 08'43'40' N 62'03'4tl' E CURB DATA RADIUS 583.00' J0.00' J0.00' 617.00' LENGTH 36.39' 88.81' 245.9J' 15.69' 47.83' 46.42' 130.22' 93.99' 36.39' REMARKS 6" T'fP£ 'G' CURB tk GVTTER • • • • • • • • • • • • • • • • LOT I Sli4. WATER lATERAL l====.==========1.,--------------------------------. LOT # STATIONS WATER DA TA 229 25+34.35 230 26+2J.31 231 26+16.14 2J2 27+22.87 2JJ 21+7J.14 234 27+96.19 229 25+76.35 d 229 25+29.28 Z 230 25+82.35 ,z 230 26+37.69 .Z 231 26+43.68 Z 2J5 28+68.89 231 26+89./4 Z 255 28+81.93 f-1--==i256~~=~~=~2~7+~6.§:9.~18~,=======tA1 257 27+24.87 232 26+97.14 Z 232 2{+40../4 Z m,-, 7 258 26+ 74. f4 ( 2H 27~•,.;<i Z I 259 26+25.79 2. 07+95./4 'I,. 260 25+71.00 261 25+29.35 l--'2."''34"--1----']ffjff,_ 14 Z 235 28+46.14 Z 235 28+ 75. 41 Z NO DELTA/BEARING RADIUS LENGTH REMARKS I N 62'03'46' E 42.67' 12• PVC~ Cl 150 HG 255 2 c, = 08'43'40' 612.00'• 93.23' • • OEFlECT/ON ANGLE =01'52'21, 20· PIPE SEGMENTS 3 N 53'20'06' E 192.41' 4 N 53'20'06' E 53.52' • NO AX/Al OEFlECT/ON. SEE WA 1ER NO lF.' NO. f4 (US£ OEFlECT/ON COIJPUNGS, 4' IIAX.) • • • • 0WY DATA 0 GLEN A VENUE LOT CL STATION & OFFSET DESCRIPTION CENTERLINE DA TA 236 28+91. 14 Z 226 24+11.07 0 17.00' LT. 255 28+83.00 'R 227 24+41.14 0 I 7. 00' l T. 16' OWY PER G-148 • • 24+91.49 0 17.00' LT. • NO 1 2 3 4 DELTA/BEARING N 62V3'-16' E c, = 08lf.3'40' N 53'20'06' E N 5J'20'06' E RADIUS 6oaoo· NOTES: LENGTH 169.83' 91.40' 119./2' 66.8/' 256 21+90.00 'R 256 27+44.81 , 'R 257 21+38.87 'R 257 26+94.81 , 'R 258 26+88.87 'R 258 26+45. 45 'R 259 26+39. 45 'R 259 25+91.19 'R 260 25+91.79 'R 260 25+49.35 'R 261 25+43.35 'R 1. FOR SE:llf:R ANO STORM DRAIN PLANS SEE SHEET 50 228 229 230 231 232 23J 234 235 256 257 258 259 260 261 262 263 264 25+60.82 0 17.00' LT. 25+99.71 0 17.00' LT. 26+56.52 0 11.00' LT. 21+08.35 0 17.00' LT. 27+58.35 0 11.00' LT. 28+08.60 0 17.00' LT. 28+58.35 0 17.00' LT. 27+58.67 0 17.00' RT. 27+07.J.J O 17.00' RT. 26+57.34 0 17.00' RT. 26+09.54 0 17.00' RT. 25+61.56 0 17.00' RT. 25+11.81 0 17.00' RT. 24+61.56 0 11.00' RT. 24+11.81 0 17.00' RT. 23+81.14 O 17.00' RT. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2. FOR GRADING ANO EROSION CONTROL PLANS SEE owe. No. 453-BA DA1< ;rdTIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTIIER APPROVAL CITY APPROVAL G:\011014\0114Gl26.dwg Jqn 17, 2008 1:53pm Vr~f.,. r\11,11"'1, t'l-11,1,,..r:IOn. r.i-lA,,..<'Tn. f\iiA,,..IIT1. riiiA----· r,;-1,n('TO. ,., ..... n,,An. "<iAl. .. i, ~ Lill CITY OF CARLSBAD ENGINEERING DEPARTMENT S/1RFACE tk WA7El? PLANS FOR: ROBERTSON RANCH PA 16, 17 &-18 C.T. 04-26 APPROVED BY: DAVID A. DEPUTY CITY ENGINEER OWN BY: CHKD BY: RVWD BY: c;ve Jd2.. HA~r)! _/ ~~=-::._::;,3/}c...!.l{l!¢~Q PE33081 EXP.06/30/08 D'AT~ PROJECT NO. DRAWING NO. C.T. 04-26 453-8 :, ..-::· .. l '\)·· '!, . I C II,) :E a, " !a..i:,. 01 01 (X) w 00 I I 29 ~ I ~~ .... C'\i ~~ ~ !:ci:i ~~ ~ ::,..J!,t..i ~~-"'Cl) ~ I 255 I CAlJTlON !! CONTRACTOR TO VERIFY THE EXACT LOCA 710N OF EXISllNC UllllllES IN THE RELD PRIOR TO CONSTRUCllONI NOTE!! "' ~ "i 'I- 236 -+-~ <a, ~ "" ~ ~ ELECll?ONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. ~~----------- 30 "' ~ ~ 237 s,; "i ~~ rs; 0\ ;;; ~~ "i " 1r:i~ ~~ 254 t-.: CROSS GIJTTER .... ~ -SE£ SHEET 25 FOR DETAIL <:i -,__ llfl~ ~ 111 ""~ ~ ~ ~ <l:: 1111~ ii I ,-; ;,; ~ ~~ )11~~1 "< .11-_ _l --s . 2710 Loker Avenue West Suite 100 Carlsbcd, California 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com ,. "'" I • 31 t-.: .... ~ Qi ~ R! Si ~ .... ., .. , .... i' '-'- ~ ~ "' t\l "l <:; 239 !:l ~ Cl: I; 1,, & s 0 Clvll Englneerlng Plonnlng Processing Surveying ,__ 9: ~~ ~I--.: ~~ ---~----------· 32 33 "' ~ I--: li, ~~ "";S -<., I--: .... ~ls <ti I;; ~8l "' ~ -+-.:!; ~ ~ 240 24! ~ ~ir K: "i "' -+--+-I; ~ . .. ~ PLAN: GLEN AVENUE SCA/£: 1 • = 40' DESIGNED BY: K.H. DATE: NOV. 2007 1· -40' DRAWN BY: C.F., 8.W •• J.S. SCALE: ~--~-- <., t-.: Vi :-"~ ~I N"" "'~ ~.., ~~ o;"i -.:!; ;!;-"I II 242 <., Vi ~ .J., 'T ;s "' <., ~~ "i i!i ~cS ~II PROJECT MGR.· G.0. JOB NO.: 01 1014 4:/f. 34 <., <., Vi .J., t-.: "i -.., I 'T ~~ ;s ~~ <., ~ ~ ~t--: "'~ ,, '<) ~~ " -+--+-"' 243 ~S! ~ II ~ s II "AS-BUILT " ~"'-]" f---------------t P.E. 320 I( rP ,'Or'l ctv, . ts;zwt.. EXP. ,~L~~ DATE ENGINEER OF WORK: ~----------------1 DATE:()~ .zs:o• 5/zh 1. RCE: 32014 INSPECTOR DATE 35 I I 'I l I BENCHMARK: DESCRIPTION: LOCATION: STANOARO M-10 STREET C£NTERUN£ l'EJ.J. MON/JMENT CENTERUNE OF El CAMINO REAL AT EN/l/NEER's STA l/ON 454+92 PER R.S 1800-1 Plo1-11.1 Doe,. ;,.ooi-oSl'l'l.l..l. o(e,:. SN. ::>o.~=i o' 10' 401 .... i .. . ...... . . ..... . ... .. ....... ...... . : ....... "'" WATER LATERAL DATA LOT/ CL STA. fJ MAIN CIJL OE-SAC STA. 0 CIJRB 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 29+23.14 29+8a35 3o+84.65 31+61.49 31+88.70 32+39.45 32+92.45 33+41.45 34+08.92 34+02.18 33+5a62 32+96.22 32+43.20 31+93.22 31+46.10 31+09.22 30+51.78 30+09.18 29+54.43 10+01.59 1o+58.21 11+23.37 11+68.88 12+31.71 12+93.86 SIDEWALK UNDERDRAIN LOT STATIONS 29+4a14 Z 231 29+46.14 Z 237 & \1---'~,:c!;,,_1-~32"+~69. 'll"'arr;)· ~z ,---1 r,r--'2+ '6.20 Z 242 33+22.91 l 243 33+29.61 Z 243 33+ 13.16 l 247 248 248 249 249 250 250 251 251 252 252 253 253 254 254 255 z ·. o~Z-~ 'R 33+26.29 'R 32+19.22 'R 32+13.22 'R 32+29.22 R 32+23.22 R J/+19.22 'R 31+13.22 R 31+29.22 R 31+23.22 R 3o+79.22 'R 3o+73.22 'R 30+29.22 'R 30+23.22 R 29+79.22 'R 29+13.22 29+23.22 R CENTERLINE DATA NOTrS: DELTA BEARING RADIUS LENGTH 1 N 53'20'(/fJ' E 2 N 53'20'(/fJ' £ 129.45' 348.70' ---1. FOR SEWER ANO STORM ORA!N PLANS SEE SHEET 51 --5 20 SCALE: 1' = 40' 80' 2. FOR GRADING ANO EROSION CONTROL PLANS SEE OWG. No. 453-BA 3. IN ALL CASE5; A MINIM/JI,( OF 24 • SHALL BE REQ/JIREO ANO l.fAINTNNEO BETWEEN THE S/JBGRAOE CI/T FOR RQ40WAY 84S£ M4TERIAI. ANO TOP OF WATER M4/N. CURB DATA DELTA BEARING RADIUS LENGTH REMARKS 1 N 53'20'(/fJ' E 19.46' 6' TYPE •0• C/JRB ct G/JTTER 2 N 53'20'(/fJ' E 211.40' • • 3 6 16'34'«J' 100.00' 28.93' • • 4 N 36'45'26• £ 49.99' • • 5 6 = 213V9'19' 38.00' 141.37' • • 6 N 69:'54'4fl• £ 49.99' • • 1 6 16'34'«J' 100.00' 28.93' • • 8 N 53'20'(/fJ" E 186.06' • • 9 N 54'28'51' E 5ao1' 10 N 53'20'(/fJ' £ 154.19' • • EXISTING UTILITY DATA TABLE ~ DESCRIPTION REFERENCE NO. 1 EXISllNG 12' M WATER UN£ OWG. 404-7 2 EX/SllNG 16' M WATER UN£ OWG. 404-1 3 EXISllNG 4' M SiEEYE OWG. 433-6 4 EXISllNC 8' PVC SEWER OWG. 390-9 5 EX/SllNG P.R. ST.J.llON OWG. 404-1 WATER DATA DELTA BEARING RADIUS LENGTH REMARKS 1 N 53'20'06' £ 144.45' 12· PVC N CL 150 HG 255 2 N 53'20'(/fJ" E 1aoo' • • 3 N 50'28'o9• E 2aoo' • • 4 N 53'20'(/fJ' E 349.51' • • 5 N 53'20'o6' £ 1aoo' 12• CMLC 10 CA STEEL• 6 N 18'23'57' E 13.94' • • 7 N 52V2'28" £ 35.69' • • • STEEL PIP£ TO BE 00/JBLE-PASS IIWJ£I) ct TAPE IIRAPPEO DWY DATA O GLEN AVENUE LOT CL STATION & OFFSET DESCRIPTION 29+08.60 0 11.00' ll 16' owr PER G-148 29+58.35 0 11.00' Ll • • 31+05.74 0 18.00' Ll • • 31+56.24 0 18.00' Ll • • 32+01.24 0 18.00' Ll • • 32+51.99 0 18.00' Ll • • 10+19.72 C/JL-OE-SAC • • C/JL -0£-SAC • • : 1/6 r-OE-SAC • • ) r-OE-SAC • • ;; C/Jl-OE-SAC • • 247 12+14.18 C/JL-OE-SAC • • 248 32+61.01 0 18.00' Rl • • 249 32+1a76 0 18.00' Rl • • 250 31+61.01 0 18.00' Rl • • 251 30+91.89 0 11.14' Rl • • 252 30+41.43 0 11.00' Rl • • 253 29+91.68 0 11.00' Rl • • 254 29+41.43 0 11.00' Rl • • 255 29+09.01 0 17.00' Rl • • ~ CITY OF CARLSBAD 1-----it----+-----------------it----+--+----+---l L1ZJ ENGINEERING DEPARTMENT 1-----it----+-----------------it----+--+----+---l z SURFACE tt WAlll? PLANS FOR: ROBERTSON RANCH PA 16, 17 d' 18 C.T. (H-26 APPROVED BY: DAVID A DEPUTY CITY ENGINE R ~AU~~ # ~ .,. .3 /, Dg PE33081 EXP.06 30 08 'DATE RECORD FROM: COIJNTY BENCH LEVELS (Na CO/JNTY 1-f:Rl CONTROL DATA) . DA1E INITIAL DA1E INITIAL OWN BY: -c--c=c-1 CHKD BY: GVP RVWD BY: JIK PROJECT NOo DRAWING NO. C.T. 04-26 453-8 ELEVATION: 68.479 OATVM: N. V.C.O. OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G: \011014\0114Gl27.dwg Jan 23, 2008 9: 10am y,.,,;,,, /"l11,t(~J. {l11tll':'Pl?n• ('\11A~C.::TD• f\11AI'IIT1, n11,1_,.,,,..." .... f'l11A.R~TC, f\11A.RlAAD, r\11,t"711TI, ()11,!CCOt"l uYl3~9 , ~I~\~()'~ \ ' / 0 l\):E --.J C') a~ 01 01 00 C() ' ) ()0 I .................. ,--,--------- Sl/80/ 80i/NO, PEDESTRIAN Av~~"l'.'. E, PER MAP C. T. 04,26; 20· WA !ER EASEMEN ' ~ AS OOC.MF.-0 CAtmON !! I CONTRACTOR TO I/ER/FY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE RELO PRIOR TO CONSTRUCTION! NOTE!! ELEl'TRONIC DA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 1/ERllCAL SURI/EY CONTROL. 303 302 2710 Loker Avenue West Suite 100 Carlsbad, Collfornlo 92010 760-931-7700 Fox: 760-931-8680 www.odoyeonsultonts.com (DJ 12 "' " 0 (11 -" ' \ O' 10' 40' 5 20' SCALE: 1" = ' L-------- ~ 0 272 cw I '" ' " I I JOI PLAN: ARAPAHO PL. Civil Engineering Plannlng Processing Surveying SCAIE: 1 • = #J' DESIGNED BY: K H. DATE: NOV. 2007 DRAWN BY: 1'" =: 40' C.F., B.W., J.S. SCALE: PROJECT MGR: G.0. JOB NO.: 01-1014 ENGINEER OF WORK: l:l !(' GEORl'.f O'DAY ,f DATE:~-.2.S:-of RCE: 32014 ·.• I . i I 296 i~SPECTOR • 80' 40' 273 {8 (9) I " - BENCHMARK: DESCRIPTION: LOCATION: SlifNOARD 11-10 STREET CENTERLINE 11W. IION/JIIENT CENTERUNE OF El CAMINO REAL AT ENG/NEER's STAT/ON 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LHUS {NO. CO/JNTY 'A::RT. CONlRO/. OATA) ELEVATION: 68.419 OATIJM: N. V.G.O. OF 1929 CENTERLINE DATA (NO I 2 .J DELTA/BEARING N 59'53'5.J" E t;, = 06'51'59" N 5JVl'54" E N 53Vl'54" E RADIUS 500.00' LENGTH 221.74' 59.92' 254.49' 10.50' 295 14+31.38 'R 295 13+87.38 'R 296 13+81. 38 'R 296 13+37.38 'R 291 13+17.84 'R 291 12+87.38 R 298 12+81.38 R 298 12+#1.66 R 299 12+34.66 R 299 11+91.85 R 300 11+85.85 R 300 11+41.85 R 301 11+35.85 R 301 10f91.85 'R 302 10+85. 85 R 302 10+38. 88 R 303 10+33.12 ,'R 303 10+0245 R 304 9+18.98 R 304 9+63.24 , R EXISTING UTILITY DA TA TABLE ~ DESCRIPTION 1 2 J NOTES: 1. 2 36" RCP STOIIMORAIN 8" REC. WA !ER 9· Pl4i WATER FOR SEllf:R ANO STORM ORAIN PLANS SEE SHEET 52 FOR GRADING ANO EROSION CONTROL PLANS SEE OWG. No. 453-8A REFERENCE NO. OWG. 433-6 OWG. W 6 OWG. 433-6 DATE INITIAL DATE CURB DATA REMARKS • • • • • • • • • • • • WATER DATA NO DELTA/BEARING RADIUS LENGTH REMARKS 1 2 .J N 72'47'0.J" E N 59'53'5.J" E 65.64' 229.47' b. -06'51'59" 511.00'• 61.24' 9• pi,c N a 150 HG 255 • • • • £1Efl£CTION ANG/..£ -0274'34: 20' PIPE SEGMENTS 4 5 6 IV 53V1'54" E 136.01' IV 49V1'54" E 43.01' N 53V1'54" E 88. 73' 1 N 53V1'54" E 57.33' • • • • • • • • • NO AXIAL OEflECT/ON. SEE WA lER NOTE NO. 14 (USE OffiECTION CO/JPUNGS, 4' MAX.) G,Vf' INITIAL DWY DATA 0 ARAPAHO PL. Ii\ L nT '" C:,TATION & OFFSET ffi, 265 IZ + 2 J s,z rlL-OE-SAC DESCRIPTION 16' OWY PER G-148 I ~zis,,~k=:;;;12{':';_,.~ t 0£ SAC --f0+97.21 fJ 18.00' LT. • • • • 268 269 210 211 212 213 214 293 294 295 296 291 298 299 300 301 302 303 J04 11+47.46 fJ 18.00' LT. 11+97.21 fJ 18.00' LT. 12+48.74 fJ 18.00' LT. 13+11.01 fJ 18.00' LT. 13+8a57 fJ 18.00' LT. 14+3a19 fJ 18.00' LT. 14+61.46 fJ 18.00' LT. 16+04.5.8 fJ 18.00' RT. 14+49.84 fJ 18.00' RT. 13+99.59 fJ 18.00' RT. 13+49.84 fJ 18.00' RT. 12+99.59 fJ 18.00' RT. 12+525.8 fJ 18.00' RT. 12+03.98 fJ 18.00' RT. 11+54.06 fJ 18.00' RT. 11+04.23 fJ 18.00' RT. 1o+36.82 CUL-OE-SAC 10f69.,f.1 CUL 0£ SAC 11+24.50 C/Jl-0£-SAC • • • • • • • • • • • • • • • • • • • CITY OF CARl.SBAD ENGINEERING DEPARTMENT • • • • • • • • • !' • • • • • • • • SURFACE tk WATEI? PLANS FOR: HOBEHTSON RANCH PA 16, 17 tt 18 c.r. 04-26 APPROVED BY: DAVID A. Hf¥R :J/1,)t1g PE33081 EXP.06/30/08 DATE DEl'UTY CITY ENGINEER DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL RVWD BY: C.T. 04-26 453 8 G: \011014\0114Gl28,dwg Jan 23, 2008 9: 37am Xrefs: 0114GI: 0114GPR0: 0114GSTR: 0114GUTL: 0114am□n: 0114ASlR· n114RMAP· 0114RllTI \ J .1 .. , .... , ....... . . ....... , ....... ··.:::.:· ·· . .-:.:············ ........ ".'_",',".'" ,,., ... , ... ., .. ,. 16 CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA 170N OF EX/SllNC UllL/llES IN THE RELD PRIOR TO CONSTRUCllON! NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. 0 \X0 292 17 18 19 20 I t I I I " I '" 10 " I . 279 · I r I I' .. I n h . 1 I n 281 - I-: ._, ~ ~ :::i -= ~ ~~ II I 28J n rd) 287 I-: s:s 291 <ti 289 "' ? ,,, ""'" """"" PER RNAl MAP 04-26 PLAN: ARAPAHO PL. SCALE: , • = -I01 EASEMENTS OF RECORD &~=~P~U~RP~O~SE~=~=~OW:;;;N;;:ERe=a=='~~~D~OC~U;;;;ME;;;,NT~;===at~R~EC~. =',DA~JE~D~IS~PO~s~m~ON 1 PRIVATE ROAO TARRY BK 6740 "G 102 O.R. 9-10-1951 70 REl,IA/N 2 PRIVATE ROAO l/00 LANO ca BK 7016 PG 536 aR. 4-1-1958 TO REAI.IIN J PIP£/JNES c.u.w.o. RLE Na 1852 aR. 1-4-1963 TO REMAIN 2710 Loker Avenue West Suite 100 Carlsbad, Collfornlo 92010 760-931-7700 Fax: 760 931 8680 www.odoyconsultants.corti Civll Engineering Planning Processing Surveying DESIGNED BY: K.H. DATE: NOV. 20D7 1 • = 40' DRAWN BY: C.F .• B.W., J.S. SCALE: -'---~- PROJECT MGR: G.O. JOB NO.: 01-1014 ENGINEER OF WORK: J, · rP '(),,,, GEORaE O'DAY 4 RCE: 32014 INSPECTOR 21 284 j-· 1· c-1 "AS-BUILT " s/z/2 <, DATE o· 10' 40' 5 20' SCALE: 1' = BENCHMARK: DESCRIPTION: STANOARO 1.1-10 STREET CENTERLINE Hfl1. MONUMENT LOCATION: CENTERLINE OF EL CAI.I/NO REAL AT ENGINEER's STA 110N 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH lE"f:lS (NO. CO/JNTY '£RT. CONTROL OATA) ELEVATION: 68.479 OATIJU.· N. V.G.0. OF 1929 40' 80' ------------ CENTERLINE DATA No; DELTA/BEARING I N 53'01'54' £ 2 A = OJ71'29" 3 N 5673'2J' £ RADIUS LENGTH J14.98' 500.00' 27.85' /29.7J' CROWN LIN£ DA TA ]Q DELTA/BEARING RADIUS LENGTH 1 A= 2072'!9' J25.00' 114.61' LOT I 276 277 278 279 280 281 282 28J 284 285 286 287 288 289 290 r 291 ~- 292 29J WATER LATERAL DA TA CL Slit O IJAIN 16+58.66 16+91.87 17+45.37 17+92.37 18+42.66 18+92.74 19+42.BJ 19+92.78 ,,,,2/JfUBJ·-- ~ i~ f'l.r. 9.I' _21)/,0fJ..78 19+31.66 ---· 18+85.29 --/8+-31. ,, -·----, t'ift-01 .. ,., ,,, -17+28.79 .. ./ ror6o.'66 16+18.53 CUL-DE-SAC STA. 0 CURB 11+91.40 ,-· SIDEWALK UNDERDRA/N LOT # STATIONS 215 16+22.66 Z 216 16+28.66 Z 276 16+72.16 ,z 277 16+78.16,Z 217 17+21.66 Z 218 17+J9.96 Z 278 11+72.16 Z 219 17+78.66 Z 219 18+22.16,Z 280 18+28.66 Z 280 18+72.16 Z 281 18+78.66 Z 281 19+21.95 Z 282 19+28.45 Z 282 19+69.64 Z 283 19+17.64 Z 2BJ 20+2a69 z 284 2o+26.69 Z 284 .-20+74;95'- 285 r ?.<>t e/. ,rz z 285 'iiffel!Jc l -·~ 288 19+11.J7 'R 288 18+61.Jll'R ........ ·· .. · .. :.::: .... ' ... , .. : .. ::.::. . ·.::::., :::.::: __ f_:·.:· ...... ·.·.:· ···· · ----·:r .-.-.-.·.r:.·_· .......... . 2 J 4 5 6 7 8 9 NO 1 2 J 4 I DELTA/BEARING N 53'01 '51' £ A -0371'29' N 567J'2J' £ A= .20871'41' N 84'25'04' £ A -.2871 '41 • S 5673'23" W A= 0371'29' S 5J'01'51' W DELTA/BEARING N 57V/'54' £ N 5J'01 '54 • £ -... , ... , ....... :.-. ········-• ------- ... ,.: ,"_'_",'.'", ... , ..... ,,., ... , . ... ' ···.:.: .. ·:' . · .... CURB DATA RADIUS 518.00' JB.00' 100.00' 482.00' LENGTH J/4.97' 28.85' 129.7J' 138.08' 50.00' 49.21' 2a#i' 26.85' J/4.97' REMARKS 6' l'tP£ 'G' CURB &-GIJTTER • • • • • • • • • • • • • • • • WATER DATA RADIUS LENGTH REMARKS 43,01' a-PK.' ~ CL 150 HG 255 272.07' • • A= OJ71'29' 489.00'• 21.24' • • 0£FZ£Cl10N ANG/.£ =02'20'J7: 20' PIP£ SEGMENTS N 56'7J'2J' £ I 153.47' • • • NO AX/Al OER£Cl10N. SEE WAlER NOfr Na 14 (/JS£ OER£Cl10N COIJPLINGS, 4' MAX./ DWY DATA 0 ARAPAHO PL. LOT CL STATION & OFFSET DESCRIPTION 275 16+ta45 fJ 18.00' LT. 16' owr PER G-148 276 16+41.12 fJ 18.00' LT. • • 277 17+ta45 (J 18.00' LT. • • 278 17+6a20 fJ 18.00' LT. • • • • . ..... 289 18+61.J7 rR t--;2,;;';;'89;;-t-~1;;;8+':cl;-;1.~J7~1~'R\---;:-i & 290 ,-f8+11.3T-lffl,-,._ '- 279 18+/a45 fJ 18.00' LT. 280 18+6a20 fJ 18.00' LT. 281 19+10.45 fJ 18.00' LT. • • • • 28.? 19+58.18 '(J 18.00' LT. • • 291 \ 17-tJ,6.J7 'R .;.c,-- 291 16+9z.377R 292 16+86.J7 'R. & 283 2o+08.48 fJ 18.00' LT. • • 284-~ 18.00' LT. 285 lo f /'(. d'f sc,.,,_"";;,OE;;:--SA~Ca----t--,,-----,.-------J • • 292 16+42.J7 'R. • • 293 16+J6.37 'R. 1-297, 1Qf5ll ~(J 18.00' RT. • • ffi 1 -:: 18+98.91 fJ 18.00' RT. 9--·-r-18.,.,..o,/t>;, 18.00' RT. • • • • • NOTES: ( 2917 J 7tl'f. f 3 1 18.00' RT. 291 _____ j7+M.!J8· 18.00' RT. • • /;/1,D lop, 4, IP, ---, - DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\011014\01140129.dwg Jon 22, 2008 4:08pm I. FOR SEWER ANO STORM ORAIN PLANS SEE SHm 5J. 2. FOR GRADING ANO EROSION CONTROL PLANS SEE OWG. 453-BA n/U.lt.1b Giv( DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL Xr1'!f,.. n11.d.r.l• n11.d.r.PRII• 011,i~<;.::TR, f'l11A.f':!lTl, f'l11A.~m~~• /"1111101:'TD. ('i~1AOUAtl, r.•~••••-n, ,...,~,r,r,n.-.. M◄ •••••.., 292 16+54.BJ fJ 18.00' RT. • • JI! ll+lll94 ct/l-OE-SAC 12' OWY PER G-148 SHEET ,29 CITY OF CARISBAD I SH5EBETS I ENGINEERING DEPARTMENT SURFACE ti: WAlfR PLANS FOR: ROBERTSON RANCH PA 16, 17 d-18 ! C.T. fH-26 APPROVED BY: DAV'. r,. ,-is~ . J )! ;/ .:JS D-E-l'_U_T_Y_C---IT""Y-EN_G_li'AlE"cR""""'--pE-3~3~0~81 EXP .06/30/08 'oA fE DWN BY: CHKD BY: Gv:P RVWD BY: . JL~ PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 I \ I '"' ;,: . . . + 0 I\J;:E <.O G') s. .J:>, (J1 (J1 00 'fl 00 CAIJTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE flELO PRIOR TO CONSTRUC770N! NOTE!! 236 233 ELECTRONIC DATA flLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAl SURVEY CONTROL PLAN: OCALA WY. SCALE: 1 • = ID' 13 16+02.45 fl 11.70' LT.~ARAPAHO Pl. TRANSITlON FROM ROI.LEO C/JRB TO ORll-f"WA Y OEPRESSION AT APRON (OETAIL SHT. 4) STAMPED ASPHALT (TYP) PER LANOSCAPE PLANS r,n\ ENCROACHMENT AGREEMENT PR 07-128 ~ \Clo<-. ~00&-o;i.1,soy t-ir'l--t1il "5' lle-c:.. """'1.>.o' "-"O! 295. AR, PAf/O · PL. RECREATION AREA SEE SHEET 28 \~----··_1'=4=Hcccl9.=".2=1 =(J-=l='c1. 6','o...,' 'c'l T."". =c~cc-A'c'RA~P,""'AH,,ccO=A==i=. ,- TRANSITION FROM ORll-f"WA Y OEPRESSION TO ROI.LEO C/JRB AT APRON . (OETAIL SHT. 4) "AS-BUILT " o' 10' 40' 5 20 SCALE: 1' 0 ~~ DESIGNED BY: K.H. DATE: NOV. 2007 DRAWN BY: C.F., B. ., •. SCALE: .h. d l'.7. / ~J W JS 1• -401 _____ PROJECT MGR.· G.0. JOB NO.: 01 1014 --""""'""'"''Si"l-"1--'-.c.__y, CL.!~";;1---vr.... 1s; &1r. C O N S U LT N T S 1----------------1 P.E.gzlj,L( EXP. t;liy/t;, 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760~931-7700 Fox: 760-931-8680 www.odayconsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: _.,/--1.. ,_ rO'fL, GEORGI' O'DAY ./- DATE:Ja,,. zro:,, RCE: 32014 !~SPECTOR DATE 5/z./1~ DATE BO' = 40' ----.----- OCALA WY. I I DETAIL 'l' -CROSS GUll'£R fJ OCALA WY. d-ARAPAHO Pl. INT£HS£CTION CROSS 0/JTTER (SORSO 0-12) BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERUNE llf:ll MONUMENT LOCATION: CENTERLINE OF El. CAMINO REAL AT ENG/NEER's STA TlON 4.54+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEl£!.S (NO. CO/JNTY 1-f"RT. SCALE: ,. = 20' /j\ DA1E INITIAL ·, C£NT£RL/N£ DA TA fNO) DELTA/BEARING RADIUS LENGTH 1 N 38'00'5.J' II' 262.24' DA1E INITIAL DA1E 1 2 3 4 5 6 7 8 9 10 1 INITIAL CONTROL OATA) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ELEVATION: 68.479 OAT/JI,(: N. V.G.O. OF 1929 G:\011014\0114Gl30,dwg Jan 21, 2008 3:52pm Xrnfa: 0114ni: 0114nnm: n11 A.no::tr-fl114m 1tl· n114nmnr, CURB DATA DELTA/BEARING N 38V0'53' II' RADIUS LENGTH 114.86' REMARKS 6' TYPE 'G' Cl/RB ,t G/JTTER N 38V0'53' II' c,. = 88'57'13• c,. = 25'50'31' c,. = 25'50'31 • c,. = 25'50'3!' c,. = 2.5'50'3!' c,. = 9/V2'47' N JBV0'53' II' N JBV0'5.J' II' 25.00' 30.00' 30.00' 30.00' 30.00' 25.00' 3.00' 38.81' 13.53' 13.53' 13.53' 13.53' 39.73 3.00' 115.81' Cl/RB TRANSITlON TYPE "8' ROLLEO Cl/RB • • • • • • • • • • C/JRB TRANSITlON 6" TYPE 'G' C/JRB ,t G/JTTER WAT£R DATA, DWLTA/BWARING RADIUS LENGTH REMARKS N JBV0'53' II' 258. 11' 8' PJ.V ~ Cl 150 HG 255 2. FOR SEWER ANO STORM ORAIN PIANS SEE SHEET 54 FOR GRAOING ANO EROSION CONTROL PLANS SEE OWG. No. 45.J-BA CITY OF CARU::BAD ENGINEERING DEPARTMENT SURFACE.§-WATER PLANS FOR: ROBERTSON RAMCH PA 16, 17 tt 18 C.T. (H-26 APl'ROVED BY: DAVID /j H,SER__,/ / / ~ 'J_JJ/_u,,J DEF'UTY CITY ENGINEER PE33081 EXP.06/30/08 DATE DWN BY: CHKD BY: RVWD BY: GYP JI.fl. PROJECT NO. DRAWING NO. C.T. 04-26 453-8 \ ) I 0 W:JE 0 C') s. .i::,. 01 01 00 w 00 CAUTION!! CONTRACTOR TO VERIFY ll-1£ EXACT LOCATION OF EXISTING UTILITIES IN ll-lE FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL -------------- SVBOIVISION BO/JNOARY \\ \\ \\ 0 ~~ DESIGNED BY: K H. DATE: _cN,,,OV.,_,,~2e,Oe,Oe_7_ / CF B W JS 1' = 40' DRAWN BY: . ., . .• . . SCALE: . -=---PROJECT MGR.· G.0. JOB N0.:01-1014 C O N S U~ N T S 1-------------------"-l 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: rJ rJ.., G ORGg O'DAY r[ DATE:'.'b.. ZS: 0$ RCE: 32014 EXIST. 20' ORA/NAG£ ESl.(T. ,-,,,-PER MAP 15608 (R/W 90 S/JBOIVISION BO/JNOARY, PLAN: WINO TRAIL WAY SCALE: 1• = 40' "AS-BUILT INSPECTOR 126 • DATE V) / ALANOER CT. !JO "~ lu 18+87.70 @ ,2.00· LT. ---------- A Vi ~fio/Jtc. 17s5_i-5• CLEANOUT J ~c==,.__/4= _ ~I I 18+76.64 HfNO TRAIL WAY I 12+41.70 ALANOER CT. .\ -SEWER A.H. / 2 ~ \ P~ LINED PER S-1A 1\1 308 PASSIVE RECREATION AREA !JI !32 S££ SH££T .J2 BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERLINE lffl.l MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENC/NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEvt::LS (NO. COIJNTY ~RT. CONTROL OATA) · ELEVATION: 68.479 OATIJM: N. V.G.O. OF 1929 .E5 a· 10' 40' 5 20' 80' SCALE: 1' = 40' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\011014\0114Gl31.clwg Jan 17, 2008 9:06pm 1 2 3 -------------- EXISTING UTILITY DA TA TABLE 0£SCRIPTION R£FER£NC£ owe. EXIST. 8' P~ SE/lf:R LINE OMJ. 433 6 EXIST. 36' RCP STORM DRAIN LINE EXIST. 8' P~ WATERLINE OMJ. 433 6 OMJ. 433 6 EXIST. 24' STORM DRAIN LINE 1 2 3 OM;. 433 6A SEWER DATA DELTA/BEARING RADIUS LENGTH IV07'31'29'/Y L',. -1373'02' IV05\f.1 '34"£ 300.00 15.17' 69.21' 118.22 REMARKS 8' P~ fSOR 35) • • • STORM DRAIN DATA . NQ DELTA/BEARING RADIUS LENGTH REMARKS 1 IV 82'28'31' E 26.75' 18' RCP N 1350 0 TRl'ATAll'NT CONTROL BAIP TABLE DESCRIPTION QUANTllY DRAIN INSERT 1 EA tJQK;"i;_ 1. INSTALL· CIJRB INLET BASKET & HYDROCARBON ABSORPTION BOOM PER SUNTREE TECHNOLOGIES INC. OR EQUIVALENT AS APPRO~O BY CITY ENC/NEER. 2. SEE SHEET 6 FOR STREET IMPROVEMENTS ANO WATER PLANS. J. SEE OWC. 453-8A FOR GRADING ANO EROSION CONTROL PLANS. ~ Lil_J CITY OF CARLSBAD ENGINEERING DEPAR1MENT S£IIFR &-STORA/ ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 ct 18 APPROVED BY: DAVID A. I, ~U~ DEPUTY CITY ENGINEER PE33081 C.T. 04-26 DATE INITIAL DATE INITIAL DWN BY: CHKD BY: PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 04-26 453-8 'frnfci• fl11 AC.:1· 011.d.n"rn· 011,t,,.,+,.. ()11 ,t,,m,,n• fl11.d.n11tl• f'J11 tl.hc,fr• ()114.hmr,n• n11 A.h.,tJ• (\11.d. TC:ITJ:'• l'l11 A.l"!PQ('I_C:r'\PI AT \ ) )\~. t .. 9+53.i1 (J 17.81' RT. AlANOER CT. =10+56.36 0 17.81' LT. FOIJR PEAKS ST. TYPE '8-5' aEANOIJT 9+61.69 (I /5.17' RT. AlANOER CT. ::---::r-1-<II =1o+42.38 (I 15.17 LT. FOIJR PEAKS ST. ~ ,_ SE/tER A.H. /5 ,,,,__ .,,_ ~ -"" I C4lJTlON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! SUBOIVf. ,_ BOIJNO. RY . '----------J NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ,I I • 11 12 13 14 128 11 *5 308 PASSIVE :,... RECREA T!ON AREA ii 0 /~• ~ ~ DESIGNED BY: K.H. DATE: ~~V~ 2:: " ? DRAWN BY: C.F., B.W., J.S. SCALE: PROJECT MGR.· G.O. JOB NO.: 01 1014 C O N S U L T ~N--cT~S,---1----------------1 271 O Loker Avenue West Suite 100 Carlsbad, Californla 92010 760-931-7700 fax: 760-931-8680 www.odoyconsultants.com Civil Engineering Plonnlng Processing Surveylng ENGINEER OF WORK: GEORGE O'DAY ,I RCE: 32014 - 131 132 133 , 134 I I ' : ~ I I PLAN: ALANO£R CT. SC4f.E: 1' = 40' j "AS-BUILT " )z,,,, 1 {J YJ7 {};...1f;Jo1s P.E. JZ.0;:; EX~~ 1~4#, DATE INSPECTOR ' DATE I ~ I 15 16 135 136 137 I I I ; ; Ii I I\ I BENCHMARK: I I Ii I l6r<...6> } -,, - I I Ii I DESCRIPTION: STANDARD M-10 STREET CENTERLINE llf.'LL MONUMENT LOCATION: CENTERUNE OF El CAMINO REAL AT ENG!NEER's STA TJON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 OA17JM: N. V.G.O. OF 1929 ' 138 11 17 18 139 EXISTING UTILITY DA TA TABLE ~ DESCRIPTlON REFERENCE DWG. I EXIST. 24 • STORM DRAIN UNE OWG. 433-6A 2 EXIST. 36' RCP STORM DRAIN UNE OWG. 433-6 SEWER LATERAL DA TA LOT I 119 120 121 122 123 124 125 126 121 STA. SEWER LATERAL ..,=.-.~.-,."'.-.....,._.,,,-----....~-t"S'\. 16+81.95 16+31.95 15+16.98 15+26.98 15+02.98 14+26.98 13+18.54 13+26.89 12+83.25 128 10+11.38 130 //{-<?.SO j 13/ 13+30A9. J 132 13+80.54 133 14+30.54 134 14+80.54 135 15+30.54 136 15+80.54 131 16+29.45 138 16+19.45 139 11+65.45 .,, 10+59.09 1o+84.72 '6 11+29.59 11+93.61 SEWER DATA ::@; DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 5 6 1 8 I 2 3 4 5 6 1 8 N 5875'55' W A =28'49'.J,f' 6 =0572'19' N 81'39'08" E N 81'39'0lr E 6 =0l'34'21' N 8373'29 E N 831J'2r E 3()f).00' 300.00' 600.00' 127.56' 153.43' 56.#' 166.62' 124.36' 16.47' 93.39· 111.05' 8' PI-V (SOR 35} • • • • • • • • • • • • • STORM DRAIN DATA DELTA/BEARING N 5875'55' W N 5875'55" W N 5875'55' W 6 =19'34'.27' A =09'27'54" N 66'37'5.J" W N 31"#'05' E N 3/"#'()5' E RADIUS 288.00 200.00· LENGTH 99.11' 9.94· 22.42' 98.39' 33.04' 3.52' 3.25' 27.25' REMARKS ~• RCP ~ 1350 o• 36" RCP ~ 1350 o• 36" RCP ~ 1350 o• 36" RCP ~ 135'0-0• 36" RCP ~ 1350-0• 36" RCP ~ 1350 O• /8 • RCP ~ 1350-0• • RCP ~ 1350 o• *WATER-llCHT JOINTS TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTllY DRAIN INSERT 2£A NOTES: • Off SITE LOTS PER CT 01-03 1. INSTALL: CURB INLET BASKET .t HYDROCARBON ABSORPllON BOOM PER stJNTREE TECHNOLOGIES INC. OR EQI//VALENT AS APPROW BY CITY ENGINEER. o· 10' 5 20· i 40' SCALE: 1 • = 40' 80' 2. SEE S/IEETS 1 .t 16 FOR STREET IMPROOENTS ANO WATER PLANS. 3. 4. SEE S/IEETS 55 .t 56 FOR SEWER lA TERAL TABLES. SEE om,. 453-8A FOR GRADING ANO EROSION CONTROL PLANS. I 332T I CITY OF CARI.SHAD ENGINEERING DEPARlMENT Sl'WEH rt STrJRI.I ORA/NS PLANS FOR; ROBERTSON RANCH PA 16, 17 ct 18 I SSEBTS I C.T. ~-26 APPROVED BY: DAVID~(~,...,~ .J/// pe DEPUTY CITY ENGINEtr: PE33081 EXP.06/30/08 1DATE • DATE ,nlllAL ENGINEER OF WORK REVISION DESCRIPTION II 15/tJe, e:,up ~IN BY: l--'D::.A:..:TE::___i_::IN.::.111:.::A:.::L:.+...:D::.A:..:'u::___i_::IN,::ITl.:.:A:.::L~ . I K D B y: PROJECT NO. DRAWING NO. C.T. 04-26 453-8 OTHER APPROVAL CITY APPROVAL VWD BY: G: \011014\0114Gl32.dwg Jon 16, 2008 1: 05pm XrP,fl':· n114r.l· 0114CTPRO· n114f:IITI, n114nmnn· 011.d.C:~TTI· 0114RIJTI • n114C':PRn-~nRJ AT i 1 ., C w :::E ts) G') s. .j::,,. 01 01 00 w 00 ...... ' . ............ CAIJTION !! CONTRACTOR TO VERIFY THE EXACT LOCAllON OF EXISTING UTIL/llES IN THE RELD PRIOR TO CONSTRUCllON! NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAl SURVEY CONTROL. 18 19 I ,r® s 141 I 116 I I I I" I\ l/1 " I I I 20 142 ,,-R/W ®® I/ I 115 I '• I I I . I I I I V I 114 I I\ 143 I "' I I I I I I I I I 144 I I\ W- 11 I /13 21 I I I I ' i, ' _L I I I/ I "' I I I I I '--8' PVCQf) ~ WATERUNE SEE SHEET 8 112 " I I Ill PLAN: ALANOER CT. SCALE· 1 • = 40' 22 I/ I I I 0 ~~ DESIGNED BY: K,H. DATE: NOV. 2007 "AS-BUILT H J 1· = 40' DRAWN BY: C.F., B.W •• J.S. SCALE: PROJECT MGR.· G.0. JOB NO.: 01-1014 CONS UL.TN ~-T-S--1---------,---------1 ENGINEER OF WORK:/ 2710 Loker Avenue West Suite 100 Carlsbad, Colifomia 92010 760-931-7700 Fax: 760 931-8680 www.odoyconsultants.com Civil Engineering Planning Processing Surveying L:k .. 'v'---( fl r),,,, GEORGtt I O'DAY ' DATE•,,.;,.iS: bJ RCE: 32014 REiEWED BY: I A_ ~ta.~ _s_ l-i./1 1.t 1 DATE INSPECTOR 147 I II ,. ,.. I 148 . I /I I I ! I I I "' 23 149 I I BENCHMARK: 150 I I I J 305 ACTIVE RECREA T/ON AREA DESCRIPTION: STANOARO M-10 STREET CENTERLINE /'ELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STAT/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE.US (NO. COUNTY VERT. CONTROL OATA) ELEVATION: 68.479 OAl/Jl,f: N. V.G.O. OF 1929 ···-·· ......... ·.: .... . I O' 10' 40' 5 20 SCALE: 1" = 40' _, ....... 1.::.:: .. ·. . ...... '1··::.:.:.: .. ··.::::·· ......... : ·:·:::.:": · .. :::: .. ·.::.: :·.[". .. :·· ... . ....... ... ,. ......... • 1 ...... ' . . ·:--: ......... .. ·.:·.:· ...... . 80' ...... S£W£R LA T£RAL DA TA LOT I CL STA. 0 MAIN CVL-OE-S4C STA. 0 CVRB 109 22+97.42 10+19.10 110 22+14.53 111 21+93.03 112 21+44.13 113 20+93.13 114 20f43.03 115 19+93.03 116 19+16.89 140 18+1212 141 19+2247 142 2o+OO. 13 143 20+5a13 144 2o+97.63 145 21+48.13 146 22+00.13 147 22+19.04 148 22+64.13 149 23+33.13 Lr:, 150 23+43.13 '~'-1-17, _ __..._' 8_,f,,,.I._O:_. o_o..._ _ __..,______.,_, 11+61.15 ) . ...... . . .. . . ..... . ,. ... _, .. . . ..... ·"· . ................. , .... . .. ...... .. . . :.r ... . ······ ... ·· ... ·.·i·····--.-.. -:·::·::·~ ............... _. . ............ . ~/.;·::··: . ... .-·::: ("'· . . .... S£W£R DATA ~ DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 N8373'.29"r: N8J73'.29T NBJ7 3'.29 "E 59.16' 245.97' 244.57' a• Pl-I:' (SOR JS} • • • • STORM DRAIN DATA Nu DELTA/BEARING 1 N 8373'.29" E 2 N 8.J73'29' E 3 N 8.173'29' E 4 N 06'16'31 • W 5 N 06'16'31' W 6 N 06'16'31' W 'WATER-l/GHT JOINTS RADIUS LENGTH 115.47' 16a95' 11.00' 3.75' 27.75' 3.15' REMARKS 18" RCP ~ 1350 0 • 18" RCP ~ 1350-0 • /8" RCP ~ 1J50-0 • 18" RCP ~ /JS0-0 • 18" RCP ~ 1350-0 • 18" RCP ~ 1350-0 • ...... i::·· .. !.:::·.· 1 ....... . .:··. ··:·::. TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTllY DRAIN INSERT 3EA tfflJN.· 1. INSTALL: Cl/RB INLET BASKET &-HYDROCARBON ABSORPl/ON 800/,I PER SUNTREE TECHNOLOGIES INC. OR EQIJIVALENT AS .APPROVED BY CITY ENGINEER. 2 SEE SHEET 8 FOR STREET IMPROVEJ,/ENTS ANO WATER PLANS. 3. SEE SHEETS 55 &-56 FOR SEWER LATERAL TABLES. 4. SEE 000. 453-BA FOR GRADING ANO EROSION CONTROL PLANS. SHEET 33 CITY OF CARLSBAD ENGINEERING DEPARTMENT SEl#B? .t STORM ORA/NS PLANS FOR: HOB£HTSON RANCH PA 16, 17 ct 18 C.T. 04-26 APPROVED BY: DAVID A. fH)l,U~ ~ ,/ / / 0/ ~ # /!!{)€ DEl0 UTY CITY ENGINEER PE33081 EXP.06/30/081 o/TE OWN BY: ' DATE JNITIAL ENGINEER OF WORK DA lE INITIAL DATE INITIAL CHKD .BY: _G~o~v~P_ RVWD BY: JLg_ PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL C.T. 04-26 453-8 . G:\011014\0114Gl33.dwg Jon 17, 2008 8:54am ')fr.,.fri• 011 J.f:1• n11Ar.PRfl, n11.d.f:C::TR• 011 df.:U ll..P· n11.i1r.1 Ill • (111.iRr.Rn• fl11.df.:PRfl-C:l'iRI l, T _____ , ')· ,. ;;", . . ' / ) I 1 CAIJTION !! CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EX/SllNG UT!LIT!ES IN THE FIELD PRIOR TO CONSTRUCTlON! NOTE!! ELECTRONIC DA T,4 FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL. 2710 Loker Avenue West Suite 100 Carlsbad, Callfornlo 92010 760-931-7700 Fox: 760 931 8680 www.odayconsultants.com ·-" "" .. , ..... . --· ... ··---. ·--. ·" ··-·---··· .. •• ,,.. ~"" ••• • ••• ' 0 "'"" --• • •• : :-<--~";._-_:, __ := :~-= ::-----~--~~ ~:. ---,--~ --- -·-·-· ·:.·-r.,:-.-:._,-_-~--.-_:.: ......• :::_::. ------.: ... :_: --: 10+oa04 fl 1.0' RT. =13+07.85 FOIJR PEAKS ST. SEHER A.H. /6 PW:: LINED PER S-!A /12 /1/ 11 12 5/ J/4 H.O.A. /10 /69 /8/ /82 /83 168 /61 166 PLAN: NORTH FORK AVE. DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT " . ,· = 40• a DRAWN BY: C.F •• B.W .• J.S. SCALE. ~---/' A ,/)z .-c-. .,.. .A ~ ¥>or V "'A \,PH,/"r...,,~ PROJECT MGR: G.0. JOB NO.: 01 1014 / 1------------------t P.E. 32.t,,,t.( EXP. 17dj#' DATE ENGINEER OF WORK: SC4l£· 1• = 40' BENCHMARK: DESCRIPTION: LOCATION: STANOARO M-10 STREET CENTERLINE ffE1L MON/IMENT CENTERLINE OF EL CAMINO REAL ATENmNEER~S~llON454+92 PER R.S 1800-1 /65 Civil Englneering Planning Processing Surveying REi,EWED BJj. ~#-11v~l'tl l 11. ~ d 5 / z (If., !~SPECTOR .·' DATE RECORD FROM: COIJNTY BENCH LEVELS (NO. COIJNTY VERT. CONTROi. OA TA) RCE: 32014 ELEVATION: 68.479 OAT/JM: N. V.G.O. OF 1929 ~ ~ :,: "' 184 ~ ! /85 ~ /86 /64 163 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\011014\0114Gl34.dwg Jon 16, 2008 1:27pm V r. _ "''"'"' ,..,,,,-.r,.-.,..., ,-,.,.,,,-.,,-n ,... .. ,,,._,.._.,.,.., ------------------------------------- -- -------~--------·--- O' 10' 40' -----5 20 80' SCALE: 1' = 40' . ·• ·• •·• ·• l .. +------l---+•····· .. ••· ... ·••-r .:· .. ·.:,t..... . ---. I 2 3 ,, 5 6 7 8 ------·----·" . ··-. .:-•·F " <> ,. m-• ' ",,., DELJA BEARING 6. =D'/'11''/8" N 65'53'52" W 6. =26'29'01· 6. =07V3'.JB" N 80'33,!8 E 6. =01 '58'32· t:;. =01"2(}'47• N 84V1'23• E li1211:S;.. . .. . - .... ·--- SEWER DATA RADIUS 350.00' 2oaoo' 2oaoo· 1000.00' 1000.00' LENGTH REMARKS 2<..~5' 8• PW:: 'SOR 35 103.58' • • 9245' • • 24.65' • • 197.24' • • 34.#1' • • 25.00' -. • 95.14' • • SEWER LATERAL DATA LOT/ STA. SEWER I.ATERAL 163 164 165 166 167 168 169 170 171 172 180 181 182 183 184 185 186 15+54.61 14+6269 14+11.J.J 13+57.33 13+0293 12+50.15 12+04.06 11+58.27 11+09.74 1o+51.75 11+6220 12+51.08 13+18.80 13+7280 14+28.80 14+71.87 15+59.40 1. SEE SHEET 9 FOR STREET IMPROVEMENTS ANO WA lER PLANS. 2 SEE SHEETS 55 &-56 FOR S£11E'R LA lERAL TABLES. J. SEE OMl. 453-8A FOR CRAOING ANO EROSION CONTROL PLANS. SHEET 34 CITY OF CARISBAD I SH5E8ETS I ENGINEERING DEPARTMENT SEWER tt STORM ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 tf' 18 APPROVED BY: DAVID . C.T. (H-26 DEPUTY CITY ENGINEER PE33081 EXP.06 30 08 DATE WN BY: f-D_A_TE;;__._I_NI_TI_AL--+_D_A_TE_~IN_ITI_A_L--1 KD BY: (i\JP OlHER APPROVAL CITY APPROVAL WD BY: JU2 PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 J ) ·-,) . •. ;, . . ___ / ) I --·-" ______ , __ -~----------' ' ' 16 CAl/TlON !! CONTRACTOR TO I/ER/FY THE EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCT/ON! NOTE!! 161 ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 1/ERTICAL SURI/EY CONTROL. 160 I (rf,\ 1/W 111 \ ~ II I i I 159 ~ ! ,. I 1 1 326 H.0.A. ,,,% CASCADE ST. ;~ ~ SE£ SHEET Jg it:~~ -11 2710 Loker Avenue West Suite 100 Carlsbad, Cal!fornla 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.c:om Civll Engineering Planning Processing Surveying 158 192 '-"' ~ .._, "' ~ 'N ~ -'II> 1,-, ~ ii, "<i -~ -+-~ M S 8" PVC WATERUNE -SEE 157 SHEET 10 193 194 '-"' ~ .._ "' _, .._, '-_, ',.,-~ ~ ~~%~ 'N '"< N ---'II> .,, Ill, Ill, ~~ ~ixl~ ~ ~--~--~~S; ~~-+-~SJ?~ I I. 155 154 21 '-~ '::; ~ "" ' ~ ~ ~ ~ ' 'II, a-.,, ' ~ ~ ~ .!>, ~"" ' -.: ~ i ~SJ? 70 PLAN: NORTH FORK AVE. SCALE· 1• = 40' DESIGNED BY: K.H. DATE: NOV. 2007 DRAWN BY: C.F., 8.W •• J.S. SCALE: 1 • = 40' PROJECT MGR.· G.0. JOB NO.: 01-1014 "AS-BUILT " {j '/l ~ DATE ~--------------! P.E.Jc,0/'( 1---_;_--------------1 ENGINEER OF WORK: DATE, . ,.z,;;~8 RCE: 32014 (NSPECTOR 6ATE 305 H. O.A. SUBO/v!SION BOUNDARY lJ-- 151 I BENCHMARK: DESCRIPTION: STANDARD M-10 ST!IEET CENTERLINE lllli MONUMENT LOCATION: CENTERLINE OF El CAii/NO REAL AT ENC/NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTI/Ol DATA} ELEVATION: 68.419 OA TUM: N. V.G.O. OF 1929 o· 10' 5 [XI TIM · S£W£R LATERAL DATA LOT I Sl.il. SEWER LATERAL 70 21+91.62 (PERALTA ST. J 151 21+84.JJ 152 21+52.13 /SJ 21+05.46 154 2o+85.46 155 20+35.76 156 19+91.46 151 19+39.41 158 18+91.46 159 18+15.J4 160 16+99.82 161 16+54.61 162 16+04.61 181 16+09.40 188 16+58.41 189 11+09.40 190 18+08.16 191 18+19.16 192 19+29.01 193 19+19.16 19,f. 2o+J2.16 40' 20 80' S£W£R DATA DELTA/BEARING RADIUS LENGTH REMARKS I N 84'0!'2J" E 160.JO' 9• PVC re 900 2 N 84'01'2J" E 20J.J6' 8" PVC IC 900 J N 84'0!'2J" E 201.04' 8" PIIV 'SfJRJS 4 N 1572'20" E c.,.ze· 8" PVC 'SfJR J5 STORM DRAIN DATA 1m' DELTA/BEARING RADIUS LENGTH REMARKS I N 84'40'ol" E 1.42' JO" RCP N 1350-0• 2 6. -01'28'5J" 380.00' 9.82' • • J N 86'08'54" E 92.45' • • ,,. 6. = 02'07'JI" 380.00' 14. 10' • • 5 N 84'01'2J" E 41.14' • • 6 N 84'0! '2.J" E 149.05' JO" RCP N 1350 0 1 N 84'01 '2.J" E 16.00' • • 8 N 84'01 '2J" E 66.51' 24• RCP N 1Jso o• 9 N 1572'20" E 58.14' 24" RCP N 1350 0 10 N 05'58'.17" W 2.15' 18" RCP N 1350 o• 11 N 05'58'.11" W 26.15 • • 12 N 05'58'.17" W 2.15' • • •WATER-TIGHT JOINTS TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DRAIN INSERT JEA ; NOTES: 1. INS'l4LL: CURB INLET BASKET ik H'tlJROCARBON ABSORPTION BOOM ANO/OR CATCH BASIN BASKET PER SIJNT!IEE TECHNOLOGIES INC. OR EQ/IIVALENT AS APPROW BY CITY ENC/NEER. 2. SEE SHEET 10 FOR ST!IEET IMPROVEMENTS ANO WATER PLANS. SCALE: 1 • = 40' J. SEr SHEETS 55 ik 56 FOR SE/lf"R LATERAL TABLES. 4. SEE Olw. 45J-8A FOR CRAOING ANO EROSION CONTI/Ol PLANS. ~ CITY OF CARLSBAD 1-----+----+----------------t-----t---+---+----t ~ ENGINEERING DEPARTMENT 1-----+--~t------------------+---+------ct-----tt-----l I ssaTS I r DATE INITIAL ENGINEER DF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL G:\0II014\0114Gl35.dwg Jan 21, 2008 3:54pm Xrnfs: ()114r.l: 0114rmrrr 0114r.c.;TR• 0114f::IITI • 0114.-.mnr,• n11<1.f::PRn-c.;nRI AT SElfER ct STORM DRAINS PLANS FOR: ROBERTSON RANCH PA 16, 17 &-18 APPROVED BY: DAVID A. C. T. fH-26 DEPUTY CITY ENGINEER J/;1/()g PE 33081 EXP.06 30 08 DATE DWN BY: __ _ CHl<D BY: G\/P RVWD BY: JU? PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 l ' 0 w =E 01 C) a ,I::,, 01 01 00 W do \ i r:AUTION !! CONTRACTOR TO l.£RIFY THE EXACT LOCA TlON OF EX!S11NG Ul1l/11ES IN THE RELD PRIOR TO CONSTRUC110N! NQm! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR l.£R71CAL SURl.£Y CONTROL. 35 19 PLAN: PERALTA ST. SCALE· 1• = 40' ~ DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT 0 .. 1· = 40• h --4~~•11.=.L,,Y<:....t.L>' A,,,,,___ ' ~? DRAWN BY: C.F., B.W., J.S. SCALE: r_•/J t/1~ PROJECT MGR: G.0. JOB NO.: 01-1014 •. Q /. C O N S U L TN --T~S~-1---------------j P.E. $t.b/l.( EXP t;J~//4 2710 Loker Avenue West Suite 100 Carlsbad, Colifornio 92010 760 931-7700 Fox: 760-931-8680 www.odayconsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: GEORG[ O'DAY ti R~il'.tL. RCE: 3201'4 INSPECTOR -------··---------- FOUR PEAKS ST. SEE SHEET 4J /1 I . // I '· I SEE SHEET 4J \ \ \ \ PR/VA TE STORM DRAIN 310 H.OA ' SHOIIN FOR REFERENCE ONLY SEE DWG. 453-8A \ • " BENCHMARK: (/(:.. t(?-ol'- DATE ' DATE DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD 1,(-10 STREET CENTERLINE I/Ell MONUMENT CENIVIL/NE OF El CAIi/NO REAL AT ENGINEER's STA 710N 454+92 PER R.S 1800-1 COUNTY BENCH LE1£1.S (Na COUNTY VERT. CONTROL DATA) 68.479 DATUM: N. V.G.O. OF 1929 -, O' 10' 40' 5 20 80' SCALE: 1 • = 40' /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\011014\0114Gl36.dwg Jan 18, 2008 10:31am Xr~fa 0114(;1: 0114nnrn· 0114(;:;TR· 0114('.:IITI · 0114nmnn· 0114cmm ~CTrlnt DATE INITIAL OTHER APPROVAL I DELTA/BEARING N 1572'20" E RADIUS LENGTH 143.13' REMARKS 8" pi,r; ISDR JS) STORM DRAIN DATA Nffl DELIA/BEARING RADIUS LENGTH REMARKS I N 1572'20" E 152.72' 284.81' 24' RCP N 1350--D 18' RCP N 1.J50 D 2 N 1572'20" E DA TE INITIAL CITY APPROVAL S£W£R LA T£RAL DA TA LOT I STA. SEWER LATERAL 71 22+.J6./9 72 2.J+1a.J8 NOTES:_ 1. SEE SHEET 11 FOR STREET IIIPROVEIIENTS ANO WA llJI PLANS. 2. SEE SHEETS SS .t 56 FOR SEl'lfR LA IVIAL TABLES. .J. SEE OWG. 45.J-BA FOR GRADING ANO EROSION CONTROL PLANS. CITY OF CARLSBAD ENGINEERING DEPARTMENT I 558Ts I SElfFR ~ STVRII ORA/NS PLANS FOR: APPROVED ROBERTSON RANCH PA 16, f 7 &-18 C.T. IJ,f.-26 BY, DAVID r HA~E~ 31,, h 1 DEF'UTY CITY ENGINEER PE 33081 EXP .06/30/08 I DA"rE N BY: <D BY: WO BY: GvF' Jl,1<,.- PROJECT NO. DRAWING NO. C.T. 04-26 453-8 \, ~ i ' ),, _,,.✓ 0 w~ a, G") S..i:,. 01 01 00 W do ..... "·· ••.••• 1 •••••• • ...... 1 •....... .1. ...•• . ····· ............... ~ ... . ...... :..: ... . ·········.::··· ·,::.: ..... . ............. . ...... •• ...... -...................... :.· ... ·••I••· .... ··;··::.· ·• ·· ·· -f · ·· •· · ·.:·::. . .... ·•I•::.::_-.:... ···:. · .. ........ ........ . )·:··:·) : . :·•:.·:.::: .. :::-:-.: . .-·.-r:::·::::·--1: :: ·:•:•:·::::-i .:·:••·>. · .. ·.· .. ··: "t.::::·:: .... :1·.:•:•.-.. .:: . .. ..... .. .. · .. -.-.. , .. .. .. :,:.-.-. .:. . .-.. 1::.:: :· 1:::-: ::: ·: i ...... . ········· ....... ' ............... _'"" . ······· ···.::·:::: .. -...... CAUTION I! CONTRACTOR TO VERIFY lllE EXACT LOCATION OF EXISTING UTILITIES IN lllE flELO PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DATA flLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vERTICAL SURVEY CONTROL . ..... .r:: :··. .......... . ............. -........ · ... t ....... 1 ..• .......... .. ..... . ST, <, I 50 49 48 47 54 J/6 H. O.A. 55 56 57 58 59 PLAN: BUCK RIDGE AVE. SCALE· 1 • = 40' "AS-BUILT 0 ~ A DESIGNED BY: K.H. DATE: NOV. 2007 / i:J" ~? DRAWN BY: C.F., 8.W., J.S. SCALE: 1 • = 40' ,,/J. (,P , ---~ PROJECT MGR.· G.0. JOB NO.: 01-1014 -~~-"'"-cjJ,&l---=· -"4'=""'~--- C O N S U LT N T S f---------------1 P.E.3u,1¥ EXP lz/.1~//{, 2710 Loker Avenue West Suite 100 Carlsbad, Callfornlo 92010 760-931-7700 Fox: 760-9.31-8680 www.odayconsultants.com Civil Engineering Plannlng Proc;esslng Surv'eying ENGINEER OF WORK: GEORGRI O"DAY ti RCE: 32014 46 45 @J(s) -L~: ~ I /I 'Jc;" . lti-;l.D-'" DATE rDATE 61 44 I I I ' : ' 63 62 V ' 307~ PASSIVE: \._ RECR£4T/01 I '::,___ AR£4 l/ o· 10· 40• 5 20 80' ___ [_ -- S£W£R LA T£RAL DA TA LOT I 45 46 47 48 49 50 55 56 51 58 59 60 61 62 63 STA. SEWER LATERAL 15+53.50 15f03.50 14+50.67 14+01.50 13+49.31 12f61.58 11+14.65 11+49.99 11+94.78 12+38.53 12+86.55 13+72.55 14+22.55 14+11.20 15+20.87 15+10.87 SCALE: 1" = 40' BENCHMARK: DESCRIPTION: STANOARO M-10 STREET C£NlERUN£ MU. MON//M£NT LOCATION: C£NlERL/N£ OF £l CAMINO REAL AT £NC/N££R's STA llON 454+92 PER R.S 1800-1 RECORD FROM: CO//NTY BENCH L£ITTS (Na CO//NTY !£RT. CONTROL OA TA} ELEVATION: 68.419 OATIJM: N. V.G.O. OF 1929 /1\ DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G:\011014\0114Gl37.dwg Jan 22, 2008 4:16pm Xrefs: 01 t 4Glr 0114qpro; 0114qstr; 0114qmap; 0114ctutl; 0114qpro-sdr!ot DATE . ··t·.·.·_-••l• .. ·· .:--·f··:.·· .. --r.·.···· . ...... . ... , ........ _. ... ··:·.:· .. :······+·· .... : . ....... . ........ " . .. ..... ""' ····••I·•" ·•·I····· .. : .. : .... .,_ ............ ·····••I·•" .. .... , 1 ..•...• -•• :·.:.-.:·. :::·:·:::·:·.1···:· .. 1 2 3 4 5 6 DELTA/BEARING N 64V5'04' W t:,. 30'54 '58 N 84'59'58" £ N 84'59'58" £ t:,. =02'24 '54 N 82'35'03' £ S£W£R DATA RADIUS LENGTH 315.00 1000.00 81.31' 169.91 133.08' 48.# 42.15' 113.41 REMARKS 9• PVC (SOR 35) • • • • • • • • • • STORM DRAIN DATA ,__NO. DELTA/BEARING RADIUS LENGTH REMARKS 1 N 64V5'o4' W 84.36' 18" RCP N 1.J50-0 2 N 15'20'11' W --49.28' • • 3 N 25'54'56' £ 26.75' • • 4 N 82'35'o3' £ 14.00' 5• PVC • • PRIVATELY MAINTAIN£0 PER ENCROACHMENT AGR£EJl£NT PR 01-128 INITIAL TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTllY ORAIN INSERT 2£A tfQJU;_ 1. INSTA/1: CURB INLET BASKET .t HYOROCARBON ABSORPllON B(){)l,f P£R StJNTR££ 1ECHNOI.OG/£S INC. OR £QIJIVAL£NT AS APPROl8J BY CITY £NC/NEER. 2. S££ SHEET 12 FOR STREET IMPROV£1.1£NTS ANO WA !ER PLANS. 3. S££ SHEETS 55 .t 56 FOR S£W£R LA lERAL l48l£S. 4. S££ OWC. 453-BA FOR GRAO/NG ANO £ROS/ON CCWTRO/. PLANS. SHEET 37 CITY OF CARLSBAD ENGINEERING OEPAR1MENT SEHf'R & STORM DRAINS PLANS FOR: ROBERTSON RANCH PA 16, 17 et 18 c.r. <H-26 APPROVED BY: DAVID A~USER ~ / /Ir 7 'i('o!. DEPUTY cny ENGINEEPE33os1 ExP.oeI30Ios a;, E OWN BY: PROJECT NO. DRAWING NO. CHKD BY: . ..... CITY APPROVAL RVWD BY: C.T. 04-26 453 8 ' I I I _L CAUTION II PR/VA TE: STORM DRAIN SHOIW FOR REFERENCE ONL Y. SEE 0/IG 453-8A CONTRACTOR TO VERIFY THE EXACT LOCA T/ON OF EXISTING UTlLIT/ES IN THE FIELD PRIOR TO CONSTRUCTlON! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. SCA!.£: 1• = 40' 0 /<,.., ~ DESIGNED BY: K.H. DATE: NOV. 2007 rJff·-~.,, DRAWN BY: C.F., B.W., J.S. SCALE: 1" = 40' , ____ PROJECT MGR: G.0. JOB NO.: 01-1014 C O N S U L T N T S f-----------------l 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-66B0 www. ode y<;onsul tants.,com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: GEORGI! O'DAY r RCE: 32014 • 38 J7 "AS-BUILT P.E.3ZOI'/ !~SPECTOR )I " ;Jk..a;w, DATE DATE 35 314 H.O.A. 2o+99.86 fl J2f!.O:_~T, Bf.!..C!{. f?IOGE Alf: -23+85.63 n •~m, , r ,,,,,., r, er TYPE 7i-5· CLEAN 0/JT 21+09.97 =23+7J.54 fl 2' LT. PERAL TA ST. SEMI? A.H. /25 BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERLINE I/EU. MONUMENT LOCATION: CENTERLINE OF El CA/,1/NO REAL AT ENC/NEER's STA l/ON 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEVElS {NO. CO/JNTY ITTIT. CONTROL OA TA} ELEVATION: 68.479 OATIJl,f: N. V.G.O. OF 1929 .. , .. ,. . .... : ... , ..... :.:::·. ·, o' 10' 40' 5 20 80' SCALE: 1 • = 40' DATE INl11AL .... I. .... , .... , ........ . ...... : .. S£W£R LA T£RAL DA TA LOT I 35 36 37 J8 39 40 41 42 4J 64 65 66 67 68 69 STA. SEWER LATERAL LATERAL 20+58.07 19+95.88 19+5a11 19+0240 18+59.18 18+09.11 17+6229 16+90.15 16+42.19 16+39.29 17+15.29 17+64.29 18+11.29 18+69.99 19+58.96 DATE INfllAL DATE ~ I 2 3 4 NQ 1 2 3 4 5 6 7 8 g DELTA/BEARING N 82'35'o3' E N 82'35'03 E t:,. -22'26 '09 • N 7475'50" W S£W£R DATA RADIUS 200.00 LENGTH 5aoo· 177.67' 80.82' 201.49' I .... , , .• , ... _, ......... 1 .. ...... , .. ·.·:.:. ·:: .. :.:·:· REMARKS 8' P'IC (SOR J5) • • • • • • STORM DRAIN DATA DELTA/BEARING t;. -15'28'28' N 82'35'03' E N 82'J5'0J' E t;. -23'09'07' N 747r;'50• W N 7475'50' W N 33"52'13" W N 15'#'10' E N 82'J5"0J' E RADIUS 200.00' 21200' LENGTH fj4.02' 144.94' 5.22' 85.66' 9239' 9298' REMARKS 18' RCP N 1350 0 • • • • • • • • • • • • • • 6" PVC 10 N 07'2•1°5' W J.07' 26.75' 18.15 15.00· • • • • • PRIVATELY MAINTAINED PER ENCROACHMENT ACREEMENT PR 07-128 INfllAL t TREATMENT CONTROL BAIP TABLE •='=coES=cR~IPTl'=='='o""'N ===f'=o=uANT=llY=======' ORAIN INSERT 3 EA NOTES: 1. INST.4ll: CURB INLET BASKET .t H)'l)ROCARBON ABSORPl/ON 81)()1,( ANO/OR CATCH BASIN BASKET PER SIJNTREE TECHNOLOGIES INC. OR EQ/JIVALENT AS APPROVED BY CITY ENC/NEER. 2 SEE SHEET 13 FOR STREET IMPRO'IEMENTS ANO WA IEll PLANS. J. SEE SHEETS 55 .t 56 FOR SEIIER LA TE:RAL TABLES. 4. SEE 0/IG .f53-8A FOR CRAO/NG ANO EROSION CONTROL PLANS. I 538T I CITY OF CARl.SBAD ENGINEERING DEPARTMENT SEWER tk STORl,f ORA/NS PLANS FOR: H08£HTSON RANCH PA 16, 17 &' 18 c.r. (H-26 APPROVED BY: DAVID A. tl111us3r .-7/ )-> :J/;%0'4 DEF'UTY CITY ENGINEER PE 33081 EXP ,06/30/08 1 DAE DWN BY: PROJECT NO. DRAWll!G NO. CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL RVWD BY: GiliP JtR. C.T. 04-26 4!-JJ-8 G;\011014\0114Gl38.dwg Jon 23, 200B 9:47om Xrefs: 0114r.l: 0114(:PRO• 0114r.STR· n11A.f.:1Jll • 0114r.MAP· 0114C::PRO-SORI AT l ,I ! .[ I I '")-k i '. // I CAIJTIQN !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE RELD PRIOR TO CONSTRUCTION/ NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 10 189 188 NORTH FORK AVE. SEE SHEET J5 2710 Loker Avenue West Suite 100 Carlsbad, Callforn!a 9201 O 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Civil Englneerlng Planning Processing Surveying /60 327 H.O.A. 161 140 139 DESIGNED BY: K,H. DATE: NOV. 2007 12 ALANOER CT. SEE SHEET JJ I 1,-c}H,---ll----l---,I ALANOER CT. SEE SHEET JJ PLAN: CASCADE ST. SCALE: I• = 40' "AS-BUILT " 323 H.O.A. DRAWN BY: C.F., B.W •• J.S. SCALE: 1" = 40' ~ l"/J '/) ..-.,- PROJECT MGR.· G.0. JOB NO.: 01-1014 /Jl'''\f' I.Z'f7_ ;ju,,,,/S', Z,pl'- f----------~-----1 P.E. 3Zc!1;¥ EXP.171.f~//G, D;TE ENGINEER OF WORK: DATE: Ch. ZS'. t>$ RCE: 32014 REVJWED BY: ,&4,,Jd. e'&. '-· s/21/(, INSPECTOR ro'ATE 115 118 117 99 BENCHMARK: 15 S/JBDlv1S/ON '< BO/JNOARY ~ DESCRIPTION: STANDARD 1.1-10 STREET CENTERUNE llf1J. MON/J!.IENT LOCATION: CENTERUNE OF El CAMINO REAL AT ENCINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH lEITTS {NO. CO/JNTY VERT. CONTROL OATA) ELEVATION: 68.419 DAT/JM: N. V.G.D. OF 1929 W.0 1 2 3 4 5 ~,.c r O' 10' 40' ----5 20 80' SCALE: 1 • = 40' • , ..... EXISTING UTILITY DA TA TABLE DESCRIPTION REFERENCE DWC. EXIST. 8 PVC SEWER LINE DWG. 433-6 EXIST. 36' RCP STORM DRAIN LINE DWG. 4JJ 6 EXIST. 8' PVC SEWER LINE DWG. 4.JJ-6 EXIST. 8" Pvr: WATER LINE OWG. 4JJ 6 EXIST. 4• PVC RECLA/Ml'll WATER LINE OWG. 433 6 SEWER DATA DELTA BEARING RADIUS LENGTH REMARKS I N 04°41'21" W 201.02' 8" PVC C900 2 11=02V5'11' 502.00' 18.28' • • 3 N 06"46'31" W 63.72' • • 4 N 06"46'31" W 91.14' 8" PVC 'SDR-35. 5 /Ji=06"40'45' 250.00' 31.64' • • 6 N 06"46'3/' W 120. 16' • • STORM DRAIN DA TA NO DELTA BEARING RADIUS LENGTH REMARKS I N 04"41'.2I" W 208.29 JO" RCP ~ 1400 D 2 N 04°41'21" W 8.51' 30 RCP ~ 1350 D 3 e, -02V5'11" 512.00' 18.64' • • 4 N 06"46'3I' W 49.72' JO" RCP ~ 1350-D 5 N 06°46'31" W 248.13 36" RCP ~ 1350 0 6 N 84V4'19 E 2.15 18" RCP ~ 1350 D 1 N 82V91! E 26.19 • • TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DRAIN INSERT 2EA NOTES: I. INSTALL: CIJRB INLET BASKET ,!, H'rlJROCARBON ABSORPllON BOOM ANO/OR CATCH BASIN BASKET PER S/JNTREE TECHNOLOGIES INC. OR EQ/JIVALENT AS APPROVED BY CITY ENC/NEER. 2. SEE SHEETS 14 Ji 15 FOR STREET IMPROVEMENTS ANO WATER PLANS. 3. SEE DHG 453-8A FOR GRAD/NC AND EROSION CONTROL PLANS. ~ CITY OF CARIBBAD ISHSEBETSI i----------t--t------------------1f----+-~----l-----1 ~L===ru9:::::::::!...':::==E=N=G'=N=EE=R='N=G=D=E=P=AR=™=E=NT==::::::.:::::==: SEIIE'R .t STORM ORA/NS PLANS FOR: DAlE INITIAL DA lE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G: \011014\0114Gl39.dwg Jan 17, 2008 9: 45am Yrof<="• f\11.t.r'l• fl11Af':D0('l, fi11,lf'llAO. f\11Ar'<::TO, fi11,lf'IIT1. f\11,11:!IJTI, f\11,l□C'TO, (H1AOHAO, 1"'111Af'DO/"\ C'l"'\01 A1' ROBERTSON RANCH PA 16, 11 tt 18 APPROVED BY: DAVID A. DEPUTY CITY ENGINEER OWN BY: __ _ CHKD BY: GVP RVWD BY: J/(2. PROJECT NO. C.T. 04-26 C.T. <>l-26 DATi' DRAWING NO. 453-8 I ' .. i I ~l11 h,~~ \ ) 0 W:E c.o Ci) 2. .i::,. 01 01 00 ~ CAlJTIQN !l CONTRACTOR TO VERIFY THE EXACT LOCAllON OF EX/SllNG UllL/llES IN THE RELD PRIOR TO CONSTRUCTlON! NOT£/! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. 10 *2 . rJ -\ \ I t,4 I SE£ SHEET J2 2710 Loker Avenue West Suite 100 CarlsbCJd, Catifornio 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying l 11 714 R/W 128 10+02.50 ALANOER CT. 1o+07.50 FOUR PEAKS ST. 175 176 177 a• Pl-t' WA TERlfNE 324 -SEE SHEET 16 H.O.A. 172 PLAN: FOIJH PEAKS ST. SCALE: I" = 40' .. ·. I 13 ~ "'< ~ t:;: ;,.;; ~ ~ 1-.. ..: ..... <>: ~ ls -J, !l;! <:, N ., ~~ -~ IQ, IQ, .,, 1!3~ "' ~ .I, "'~ ~ "'~ !~ ~ "'i!; -+-.;t; -~ _,, 178 I NOHTH FOHK AV£. SE£ SHEET J4 DESIGNED BY: K.H. DATE: NOV. 2007 DRAWN BY: C.F., B.W., J.S. SCALE: 1" = 40' "AS-BUILT " PROJECT MGR.· G.O. JOB NO.: 01-1014 f---------------< P.E. 3ZJ> b,1 ENGINEER OF WORK: shit 1. • RCE: 32014 INSPECTOR DATE 179 51 53 BENCHMARK: I _/ I~ DESCRIPTION: STANDARD M-10 STREET CENTERLINE Jffl.1. MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STA llON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVEJ.S (NO. COUNTY VERT. CONTROi. DATA) ELEVATION: 68.419 OAllJl,f: N. V.G.O. OF 1929 ---------' - •..... : ...... ! .... . SEWER LATERAL DATA LOT/ Sli1. SEWER IATERAL 51 13+6l.89 52 l4+36.04 173 10+58.08 114 lo+93.67 175 l1+43.67 176 l1+93.67 177 l2+47.67 178 l3+01.35 179 13+54.67 •1 l0+41.26 '2 -9+82. 04 'A/ANDER CT. •3 l0+21.38 'A/ANDER CT. • OFF SITE LOTS C. T. 07-03 2 3 4 5 1 2 3 4 5 6 7 8 9 SEWER DATA DELTA BEARING RADIUS LENGTH N 21'31'50" E N 21'31'50" E 6 =0471'34" N 17'2016 E a -08'34'39" 212.-,r: 50.40' 300.00' 21.95' 83.62' 300.00' 44.91' STORM DRAIN DELlA BEARING RADIUS LENGTH N 21'31'50 E 226.00' N ,'1'31'50" £ 16.50 6 =0471'34" 288.00' 21.07' N 17'20'16 £ 69.62 N 17'20'/6" £ to.00' 6 .,07'36'50" 312.00' 29.44 N 22'44'40'E 11.51 N 72'39'44 W 2.15 N "8'03'25" W 2<..'15'' REMARKS .8" Pl-t' 'SOR 35 • • • • • • • • DATA REMARKS 30• RCP N 1350 o• JO" RCP N 1350 0 • • • • 24' RCP N 1350-0 • • • • 18" RCP N 1350 O • • • WA TER-llGHT JOINTS O' 10' 40' -----5 20 80' SCALE: 1" = 40' TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DRAIN INSERT 2EA If.~ 1. INSTALL: CURB INLET BASKET ,:t HYDROCARBON ABSORPllON BOOM PER SIJNTREE TECHNOLOGIES INC. OR EQIJIVALENT AS APPROVDJ BY CITY ENGINEER. 2. SEE SHEET 16 FOR STREET IMPROl,f),(ENTS ANO WATER PLANS. 3. SEE SHEETS 55 ,:t 56 FOR SEWER LATERAL TABLES. 4. SEE OHG 453-BA FOR GRADING ANO EROSION CONTROL PLANS. i------t------t---------1------1--.l---.:___j__.__J rsiKu7 CITY OF CARIBBAD ~ ENGINEERING DEPARTMENT DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL G: \011014\0114Gl40.dwg Jon 18, 2008 10: 08om 'irAf~· n11.df:;I• ()11.df:;PIU)· n11.4,,~+~· n11Afll"r'll"I.'"'' n11,1,.,,,+1, n11AT~ITJ:"• n11,1(.)PRfl-~nr.-1 AT SEWER ,t STORM ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 ct 18 C.T. 04-26 APPROVED BY: DAVID DEPUTY CITY ENGINEER · 11),hs PE33081 EXP.06 30 08DAtE DWN BY:--~ CHKD BY· GVP RVWD BY: JLIZ.. PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 I I I C, .i:,. :E 0 G') a .i::- (J'I (J1 00 4J 00 I I I ! Ii Ii_ I I I ,, i ------•--------~ ------ ,1 CAlJllON II CONTRACTOR TO VERIFY THE EXACT LOCA 710N OF EX!SllNG UllllllES IN THE AELD PRIOR TO CONSTRUCllON! NOT£!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 1/ERllCAL SURVEY CONTROL 53 ·-·.:,:.! .. ' .. , 16 18 19 &;',s! ,__, ~""' "' i:':i~ ~ c,::§;! ~~ 9': !li: ~~ 9':""' ~~ <ti ~ 1-..:i-..: B ,__, J, "~ -,_, _, _,is ~~ "" ,__, "' 111.,!li ~ _, <o, <c "'iii lt ~~ "' ~ !<) Cl; (;l 'O>..,_ 't' <o, <o, 1t, <o, 't' ~i~ ~~'q;: IQ~ ::i:~ ;,I, ~ '< i:/; ~ ii;~ I ~1;; ~ ~ ~ -"--1-;j; ,::t: -11 ~II bj ---------- s M 54 ~ I ~ BUCK RIDGE AVE. SEE SHEET 37 I WATERUN£ -SEE SHEET 17 0/~" - CONSULT NTS 271 O Loker Avenue West Suite 100 Carlsbad, Callfornla 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultonts.com Civll Engineering Plonn!ng Processing Surveying 2 PLAN: FOUR PEAKS ST. SCALE· 1• = 4D' DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT " DRAWN BY: C.F., B.W., J.S. SCALE: 1 • = 40' L, /II ~ ,,,- PROJECT MGR.· G.0. JOB NO.: 01-1014 ~~"= {L, \Jan· I~ eo/1,, 1------------------1 P.E. JU,ef'/ EX~lt/J~//~ DA;E ENGINEER OF WORK: REVl9'ED ~Y: "/4. ~(/. 6~ ·,,, INSPECTOR RCE: 32014 o· 10· 40• -----5 20 SCALE: 1 " = 40' BENCHMARK: DESCRIPTION: -STANDARD Al-10 STREET CENTERLINE HEU. AIONUAIENT LOCATION: CENTERLINE OF El CAAi/NO REAL AT ENG!NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH L£ITTS (Na COUNTY VERT. CONTROL DATA) ELEVATION: 68.419 OAT/JAi: N. VJ,.O. OF 1929 80' S£W£R S£W£R DATA LATERAL DATA DELTA BEARING RADIUS LENGTH REMARKS LOT I Sli4, SEWER LATERAL 1 N 25'54'56" £ 38.46' 8" Pvt:' SOR 35. 2 6 -06'40'45" 25aoo' 31.64' • • 1 !7+03.47 3 N 25'54'56" E 65.98' • • 2 17+7a85 4 N 25'54'56 £ 2273' • • J 18+8290 5 6 =O.J'J5'.f6" 30200' 18.95' • • 4 !9+76.99 6 N 29'30'41" E 26-76' • • 53 15+18.70 7 6 =06"40'45" 25aoo· 31.64' • • 54 !5+71.40 8 N 29'30'41" £ 35.!7' • • 9 A =59'34'11" 200.00' 21a44• • • STORM DRAIN DATA BEARING RADIUS LENGTH REMARKS 1 N 22¥4 '40' E .16.00' 24" RCP ~ 1350-0 2 A =01 '33'48" 21200' 5.18' • • J N 24 78'.28" E 5a34' • • 4 6 =01 '36'.28" 21200' 5.95' • • 5 N 25~4'56" £ 37.80' • • 6 N 25'54'56" E 7.85' • • 7 A =0578'o4' 212.00· 19.61' • • 8 N 3173'0(/" £ 48.06' • • 9 A =01'20'13" 21200' 4.95' • • 10 N 32'33'/.J" E 5295' • • 11 A -24V9'50" 21200' 89.41' • • 12 A -31'59'57" 21200' 118.4D' • • >ii-WA.TER ·ilC.\\l' J01NT5 NOTES: 1. SE£ SHEET 17 FOR STREET IAIPROWENTS ANO WATER PLANS. 2 SE£ SHEETS 55 &-56 FOR SEWER LA TERAl TABLES. 3. SEE 0/K. 453-BA FOR GRAOINC ANO £ROS/ON CONTROL PLANS. ~ CITY OF CARIBBAD ~====~~===~==============================~t====t====t====i===j Lill ENGINEERING DEPARTMENT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G;\011014\0114Gl41.<lwg Jan 17, 2008 10:04am Vrnh,, f\11Arl, f\11Ao",DC/'\, ('11111/"llAO, ("li1Al"<:"'TD, ()i1At"ll"l"l. f\11~/"0t".Jf"I c-ri.r,1 AT SEllf:R ,t STORM ORA/NS Pf.ANS FOR: ROBERTSON RANCH PA 16, 17 tt 18 c.r. 04-26 APPROVED BY: DAVID A<p,s.9 .1f! 3 /ti ~ DEPUTY CITY ENGINEER PE33081 EXP.OS 30 08 DA'& OWN BY: CHKD BY: GI/P RVWD BY: ;,l1 12, PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 \ -- ) ~,_,,, ~-~'-l . ,//;. -------- ~~ \b,u'o 0 .i:,. ::E ,.... I:') a .i:,. CJl CJl 00 ~ 'I ' I · . .'· .. · . .-· . .-· .. '·.·.-· ..... ·· ..... ·.::::,r::: .. . .. , ....... ,] .... ... , .... . , .... . ....• , ............... ,...... • • 1 ........ ) ..••• ... _._. ............ _._._._. ..... _.. .. ·1·:.··_-·· : .. ::.::::.1·::: .... "_'·1:" .. "'. ".:· ... , ... , ... " .. 4 5 I CAIJ71QN !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN TH£ RELD PRIOR TO CONSTRUCTION! NOml ELECTRONIC DA TA Rl£S AR£ FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I I 6 7 ---- rR/W ' 22 V "'1 I 'I i \l I I ! I I 8 -. g -- 306 PASSIVE RECREATION AREA - . :·,_·.· . ":·:-. .-'".·""·.· ....... .-.. :;' ·x·< ~ dY 10 II --.,, 12 13 14 CONSERVATION ESMT ---- PER DOC. 2007-014005 REC. MARCH I, 2007 --------... 311 H.0.A. 15 16 .... .... ... PLAN: FOUR PEAKS ST. TREATMENT CONTROL BMP TABLE SCALE· I• = 40' DESCRIPTION DRAIN INSERT "AS-BUILT 0 F,... ....iJ!I DESIGNED BY: K.H. DATE: -'-"NO"-'V~. ,,,20,.,0,,_7_ / ~~ DRAWN BY: C.F,, 8,W,, J.S.SCALE: 1" = 40' ~ d l) C O N S U L T~ N-~T-s~-f-PR_o_JE_c_T_M_G_R_.·_G._o_. __ J_o_B_N_o_.,_0_1-_1_0_14_-1 -P=.E-.~3=U>-::-,-c=....,~E~X=P~-/l._/_'.J._~_//t, 7 I 2710 Loker Avenue West Suite 100 Carlsbad, Colifomio 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: V 7 DATE(k.. z(',,g RCE: 32014 QUANTllY 2EA " DATE 'DATE BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERl!NE Hfl1. MONUMENT LOCATION: CENllli'l/NE OF El CAMINO REAl AT ENGINEIR's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lE1£1.S (NO, COUNTY VERT. CONTROi. DA TA) ELEVATION: 68.419 OAT/JM: N. V.G.O. OF 1929 o· 10· 40' 5 20 SCALE: 1" = DATE INITIAL 40' STA 24+14.66 80' HORIZ. ~ I• = 40' VERT. ~ 1• = 8' S£W£R LA T£RAL DATA LOT I STA. SEWER LATERAL 5 2o+29.19 6 20+81.91 1 21+30.12 8 21+19.26 9 22+45.18 10 23+37.46 11 23+85.46 12 24+35.46 13 24+95.12 14 25+61.35 15 26+3a26 16 26+9a51 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G:\011014\0114Gl42.dwg Jon 17, 2008 4:59pm ¥r<>fo· n11.1.r.1• n11 Ar.PRn• n11.1Lr.lA A p; n11,1r.c:,n:;,. f\11 Ar.I !Tl • f\11 ,lr.DRf'l-<-::rm1 ll T .. ........ _. .. .. f··· ·1······ ...... , ..... . .. I· .. _-·_-._-·. . ..... , . , .... . . ....... , ... : DATE . I 2 3 4 5 6 I 2 3 4 5 6 1 8 9 10 f1 12 13 DELTA/BEARING N 89'47'51" E 6. = 10'59'42" N 18Wl'09" E N 18Wl'09" E 6. =20'27'.13" 6. -08:J!J'.17" S£W£R DATA RADIUS 400.00' 500.00' 500.00' LENGTH 111.03' 16.16' 153.01 16ao3' 118.54' 14.99' REMARKS 8" PVC (SOR-35) • • • • • • • • • • STORM DRAIN DATA DELTA/BEARING N 89'17'5/' E N 89'17'51' E 6. =10'59'42" N 18'48'09" E N 18'48'09" E N 18'48'09" E 6. =00'53'02" N 0072rJ9 E N 0072'09" E N 0979'55" W N 04'59'.16" W N 78Wl'09 E N 11'11 '51" W RADIUS 388.00' 512.00' LENGTH 82.41 24.63' 14.46' 1a58' 16a06' 14.46' 7.90' 2.15' 26.75' 14.00' 14.06' 3aoo 8.00' REMARKS 24" RCP ~ 1350-0 18" RCP ~ 1350-0 • • • • • • • • • 6" PVC 6" PVC • • • • • • • • • NOTES: 1. INSTAll: CURB INlET BASKET&! H'IDROCARBON ABSORPTION BOOM ANO/OR CATCH BASIN BASKET PER SIJNTREI TECHNOI.OG/ES INC. OR EQIJIVAIENT AS APPROVED BY CITY ENGINEER. 2. 3. 4. SEE SHEET 18 FOR STREIT /MPROVEI.IENTS ANO WAllli' PLANS. SEE SHEETS 55 &, 56 FOR SEWER lA TERAL TABLES. SEE 01/G 453-BA FOR CRAOINC ANO EROSION CONTROi. PlANS. CITY OF CARLSBAD ENGINEERING DEPARTMENT SEWER ik STURM DRAINS PLANS FOR: ROBERTSON RANCH PA 16, 17 tt 18 APPROVED BY: DAVID A.;HAUSER .di/ /lL~ ~" DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 C.T. ~-26 DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CITY APPROVAL CHKD BY: _<;=v,._P_, RVWD BY: J;_;g. C.T. 04-26 453-8 . ·:.:·.·_- I --· 0 .i:,. :E I\) G) s. .i:,. 01 01 00 ~ 00 \ ' i ),;-. .,. ./ r CAIJTIQN !! CONTRACTOR TO VERIFY TH£ EXACT LOCATION OF EXISTING UTILITIES IN TH£ RELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VER71CAL SURVEY CONTROL. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultants.com Civil Engineering Planning Processing Surveying PLAN: FOUR PEAKS ST. SCALE: I• = 40' DESIGNED BY: K.H. DATE: NOV. 2007 8 W J 1· = 40' DRAWN BY: C.F., . .• .S. SCALE: -'---~- PROJECT MGR.· G.0. JOB NO.: 01-1014 ENGINEER OF WORK: "AS-BUILT a,~,. ~ c.J ,'{27- REVr,"ED BY: ~a. INSPECTOR " DATE BENCHMARK: DESCRIPTION: STANDARD M-10 Sll?EET CENlFRllNE WEl.1 MONIJMENT LOCATION: CENlFRl/NE OF El CA/,1/NO REAL AT ENG/NEER's STA T!ON 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH lEVElS (NO. CO/JNTY VERT. CONlROl DA TA) ELEVATION: 68.419 OAT/JI,/: N. V.G.O. OF 1929 I o· 10· 40' 5 20' 80' SCALE: 1 • = 40' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\011014\0114Gl43.dwg Jon 17, 2008 3:07pm '.fr<>f<>• n11.d.<::I· n11.d.f.:PR(l• n11,1.,,,,tr• n11 Anm,m· n11 <1.n11t\• n11 A.r.:PRn-C:nRI /J T DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL REMARKS 8' pi,r: , SOR .J5J • • • • • • • • • • • • • • SEWER LATER.AL D.AT.A LOT I STA. SEWER IATERAL 11 21+#1.22 18 21+96.22 19 281-66.53 20 29+56.91 21 29+99.80 22 J0+10.51 2J J0+94.12 24 J1+69.11 25 J2+4o.11 tlfllESL 1. 2 J. .f.. SEE SHEET 19 FOR SlREET IMPROVEMENTS ANO WA 1ER PLANS. SEE SHEETS 55 le 56 FOR SE/IV? LA lERAl li!BlES. I SEE 01/G 45J-8A FOR GRADING ANO EROSION CONlROl PLANS. INSTALL· CATCH BASIN BASKET PER SIJNlREE lFCHNOlOG/ES INC. OR EO/JIVALENT AS APPROVED er CITY ENGINEER. I s43T I CITY OF CARLSBAD ~ ~ ENGINEERING DEPARTMENT SEll8? tk STORM ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 tf' 18 C.T. tu-26 APPROVED BY: DAVID A. HAU~ ~ _/ ---~~~/~~=--..$ 11/t,'A DEPUTY CITY ENGINEER OWN BY: CHKD BY: RVWD BY: GNP JUI .. PE33081 EXP.06/30/08 DATE PROJECT NO. DRAWING NO. C.T. 04-26 453-8 ' I )· .. :( l'., / 0 .j:>. :E c., C') s. .j:>. tJ'I tJ'I 00 w 00 r C :- ! ----i-- .:;_ .. ··.L·. :,;:· .. +··· ., . , .. "'!' -~-'T' .. ) . ' ., .. - CAIJTION II CONTRACTOR TO vFRIFY TliE EXACT LOCA TlON OF EX!SllNG UllL/TlES IN THE FIELD PRIOR TO CONSTRUCTlON! ! NOTE/! ELECTRONIC OA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR vFRTlCAL SURVEY CONTROL. ----. ·--·· --·---------------- 36 I \ ~ \f MASTODON CT. SEE SHEET 46 83 319 H.O.A. R/W PR/VA TE STORM DRAIN SHOWN FOR REFERENCE ONLY. SEE 01117. 453-8A 207 8" Pi-t' WATERLINE SEE SHEET 20 206 38 39 BERGEN PEAK PL. SEE SHEET 48 ', >-tt'<Hr'c M • I BERGEN PEAK Pl SEE SHEET 48 ' "AS-BUILT " DESIGNED BY: K H DATE: NOV. 2007 0 / ~ DRAWN BY: c.F., s.w., J.S.scALE: ~1·_=~40~·-A1ai _{f <]""14, ,T-.a;~✓, PROJECT MGR.· G.O. JOB NO.: 01-1014 r. C O N S U L T -N~~T~s=---1-----------------j P.E.Jzcv EXP. i'Jl.rf&~ DATE 2710 Loker Avenue West Suite 100 Carlsbad, Callfornia 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE: (f.;.. u: o R~ 0d. ~ _5/20~ INSPECTOR DATE RCE: 32014 212 213 214 215 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE ID.L MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER's STA l/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (Na COIJNTY VERT. CONTROi. DA TA) ELEVATION: 68.479 DATUM: N.V.G.D. OF 1929 o· 10· 40' 5 20 80' SCALE: 1 • = 40' SEWER DATA ~ DELTA/BEARING RADIUS LENGTH REMARKS I N 4271~7' W 6.01' 8' Pi-t' /SOR J5J 2 A =01'23'36" 2oaoo' 28.31' • • 3 N 4271'47' W 69.47' • • 4 N 4271'47' W 1a21' • • 5 A -07'23'36' 2oaoo' 28.31' • • 6 N 4271'47' W 166.94' • • 7 A -07'45'06' J5aoo· 49.85' • • STORM DRAIN DATA "NO DELTA/BEARING RADIUS LENGTH REMARKS 1 N 46'56'23" W 88.97' 18" RCP N 1350-0 2 N 4211'47" W 179.23' 30' RCP N 1350 D 3 N 4271'47' W 15.21' JO" RCP ~ 1350-0' 4 N 38'50'29" W 46.22 36" RCP N 1350 D 5 N 47WJ'13' E 275' 18" RCP N 1350 D 6 N 47WJ'1J" E 26.75' • • 7 N 41WJ'/J" £ 34.50' • • *"' • ADD/llONAL 11/2' COVER OVER REINFORCING STE£1 *lll,-W/ITI;R-71&\-IT ..l01NT~ TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DRAIN INSERT 4 EA tJQ'fli;_ 1. INSTALL: Cl/RB INLET BASKET & Hl1JROCARBON ABSORPllON BOOM PER SUNTREE TECHNOI.OG/ES INC. OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 2. SEE SHEET 20 FOR STREET IMPROVEMENTS ANO WATER PLANS. J. SEE 01117. 453-8A FOR GRADING AND EROSION CONTOl PLANS. 1---1----1----------1--+-+--f-----J LI s4:HE4_=ET=-l=c=1=T=Y==O=F===c=AR:::::::::':'LS===B=AD===-=I =~~I ~ ENGINEERING DEPARTMENT SEWER tk STORM ONA/NS PLANS FOR: DATE INlllAL DATE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\011014\0114Gl44.dwg Jon 22. 2008 9:16am Xrefs: 0114Gl: 0114GPR0: 0114GMAP· n114C::lJTI: 0114C::STR: 0114C::PR0-SnRt AT ROBERTSON RANCH PA 16, 17 &-18 APPROVED BY: DAVID A. HA DWN BY: __ _ CHKD BY: GYP RVWD BY: JtJ't;. PROJECT NO. c.-t. 04-26 c.r. 04-26 DRAWING NO. 453-8 ,'I ",1:',' )" - __ _,.,/ 0 .i::,. :E .i::,. G) $. .jl,. 01 01 00 W 00 ' CAUTION!! CONTRACTOR TO VERIFY 77-IE EXACT LOCA TlON OF EXISTlNG Ulll/TIES IN 77-IE FIELD PRIOR TO CONSTRUCTION! NOTE!! 305 H.O.A. I ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 73 74 JJ Ir J2 s JI JO 29 28 -1:fwi_(s) "..z( ~ -~--R/W-(W) (S) CW) (s CW) (S) CW) (S) (S) : I I " '----. ;,1 rl-<?> I I I l'C I I I " ({If)® 1--~-~c~~I~ __ -<---~-1-- ii ++---+-~-lr- /J i!t <£> f--u A silflJtJf/j l"/. 75 @ 1 ' n-·:-r:--i ,""1-++----1~·1--:-,l--JL: ,...,:,_-i-',f---:~~ 'si--11---11::...~~ ,~"-:J...:i~-.:.:::-l-'1~">1==--1-l @)@ ~R/W @@ @@ '--8' PVC@@ 76 77 78 WATERUNE -SEE SHEET 21 79 ' " I/ : I I 80 PLAN: MASTOOON CT. SCALE: 1 • = 40' ' ' \I : : I I I 8/ II I I 0 ,.,.,.~ DESIGNED BY: K.H. DATE: NOV. 2007 -"AS-BUILT / ~ DRAWN BY: C.F., 8.W,, J.S. SCALE: 1" -40' ____ PROJECT MGR.· G.0. JOB N0,:01-1014 C O N S ULT N T S 1-----------------, 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odoycansullonts.com Civll Engineering Planning Processing Surveying ENGINEER OF WORK: Jib,,,.. r_g Yk GEORGE O'DAY t ., DATE:'.f.:,. zi:~• RCE: 32014 R~VI WED BY: -~1t1 ; T INSPECTOR 27 (W) I ' " ' : " \ \I I ' I " II --I 82 \ o· 10' 40' 5 20 80' SCALE: 1 " = 40' BENCHMARK: DESCRIPTION: STANOARO 1,1-/0 STREET CENTERLINE WEI.I. MONUMENT LOCATION: CENTERUNE OF El CAMINO REAL AT ENGINEER's STATION 454+92 PER R. S 1800-1 RECORD FROM: COUNTY BENCH LE/tf:LS (NO. COUNTY VERT. CONTROL OA TA) ELEVATION: 68.479 DATUM: N. 11.t,O. OF 1929 /1\ DATE INITIAL LOT I 26 27 28 29 JO 31 32 33 34 73 74 75 76 77 78 79 80 81 82 SEWER LATERAL DA TA STA. SEWER LATERAL 14+71.02 13+14.85 13+6206 13+07.06 12+5206 11+91.06 11+10.24 lo+4233 0 6.47' LT. 9+96.91 rJ 15.51' LT. 1o+0284 0 14.33' LT. 10+45.99 fl 5.55' LT. 10+90.21 11+30.86 11+18.99 12+32.39 12+81.39 13+41.39 13+95.39 14+37.18 CUL-OE-SAC STA. (I CURB 12+33.53 11+72.61 11+24.69 10+03.57 DATE INITIAL DATE SEWER DATA <®:; DELTA/BEARING RADIUS LENGTH REMARKS I 2 3 4 5 N 8875'#3" E ~ -/173'/2" N 5,972:i7" E N 5.972:il' E ~ -17V5'o8" 200.00' 200.00' 96.89' 60. fl' 140.01' 154.54' 59.64' 8" PVC (SOR 35) • • • • • • • • STORM DRAIN DA TA KNO. DELTA/BEARING RADIUS LENGTH REMARKS INITIAL 1 2 3 ~ =10'35'49" N 78'59'#3" E N 36'39'#3" W 188.00' 34.77' 22.05' 21.15' 24" RCP ~ 1350 0 18" RCP ~ 1350 O • • TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DRAIN INSERT 2EA NOTES: 1. INSTALL.· CURB INLET BASKET &-HYDROCARBON ABSORP710N BOOM PER SIJNTREE TECHNOLOGIES INC. OR EQUIVALENT AS APPR0/£0 BY CITY ENGINEER. 2. 3. 4. SEE SHEET 21 FOR STREET IMPRO;t::MENTS ANO WATER PLANS. SEE SHEETS 55 &-56 FOR SEWER lA TERAL OA TA TABLE SEE 0/IC. 453-8A FOR GRADING ANO EROSION CONTOI. PLANS. SHEi, T 45 CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ ~ SEHm &: STORM ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 d' 18 c.r. 04-26 APPROVED BY: DAVID A., ,',IJpER ~ .::i/it/tf 'iJ DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: GVP JLR C.T. 04-26 453-8 G:\011014\0114Gl45.dwg Jan 21, 2008 3:58pm Xmf.c;· 0114(:1· n114C::PRO· fl114f.:<;:TR• fl114f.:Mt..P· n11.1r.:IITI •· fl114r.:PRO-C::::nRI t..T __,...........-·~;_ I r 0 .i::,. ::E 01 !i) a.i::,. 01 01 (X) ~ CAIJTIQN !! CONTRACTOR TO VERIFY THE EXACT lOCA TION OF EXISTING IJTILITIES IN THE RElD PRIOR TO CONSTRUCTION/ NOTE! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 2710 Loker Avenue West Suite 100 Carlsbad, CollfornJo 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultonts.com 0--'" .. -· .. .,_ ... __ ,_.,_ ,,, ,o~,-•-• Civil Engineering Planning Processing Surveying "':.. ~:: . .:: " 7nj=f 1• Ill I DESIGNED BY: K.H. DATE: NOV. 2007 DRAWN BY: C.F .. B.W., J.S. SCALE: 1 • = 40' PROJECT MGR.· G.O. JOB NO.: 01-1014 ENGINEER OF WORK: 1=r 0 ~ EORG O'DAY DATE:(I" .... u;o& RCE: 32014 16 88 84 8' PVC WATERUNE -SEE SHEET 22 85 PLAN: MASTODON CT. SCALE: 1 • = «J' s/z/21.. , DATE 86 ... :.:.: . ..1 . BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERLINE ~LL IJONVIJENT LOCATION: CENTERUNE OF El CAIi/NO REAL AT ENGINEEJ(S STA llON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE',flS (NO. COUNTY VERT. CONTROi. DATA} ELEVATION: 68.419 OAllJIJ: N. V.G.O. OF 1929 L __ . '·-- --------------.------ .·.·.: ·.: .. :: ....... ·. r S£W£R DATA DEL.TA BEARING RADIUS LENGTH REMARKS 1 N 42'07'50" E #.94 8" PVC 'SOR 35 2 A -0212'12• 400.00' 17.88' • • 3 A =0271'17' 400.00' 11.18' • • 4 N 42'07'50' E 134.75' • • STORM DRAIN DATA a DEL.TA BEARING RADIUS LENGTH REMARKS 1 N 42'07'50" E 24.16' 24• RCP N 1350-0 2 t.-04"26'39" 35a00' 21.15 • • 3 4=05"23'18 350.00 3292' 18" RCP N 1350LO 4 N 42'01'50" E 3t..OI' • • 5 N 21'5513" W 31.95' • • 6 N 7570'.23" E 11.50' • • S£W£R LATERAL DATA LOT I CL STA. fJ MAIN CUL-0£-SAC ST,4,. fJ CURB 83 14+9224 84 16+tH.17 85 16+51.83 86 16+98.91 10+90.91 81 16+96.91 1o+9a4o 88 16+28.35 !o+14.91 o· 10· 40' -----5 20 80' SCALE: 1 • = 40' fiQES;_ 1. SEE SHEET 22 FOR STREET IIJPROf;f},IENTS ANO WA T£R PLANS. 2: SEE SHEETS 55 rt56 FOR SE/lfR LATERAL DATA !ABLE J: SEE OIIG. 453-8A FOR CRAOING ANO EROSION CONTROi. PLANS. r---i------t--------------l----l--_J__---L___J I S4HE6ET I CITY OF CARLSBAD I SHSEBETS I ~=~.::::;:::::::EN:::G~IN:::E::E::R::::IN:::G:::D:::E:::P::::A:::::RTM=E::;N::T==~===::::::: SEHER & STORM ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 &-18 C.T. fH-26 APPROVED BY: DAVID A. HAU ER .z/ts DEPUTY CITY ENGINEER PE33081 EXP.06 30 OB A t--'D"A"TE,--ll-1,..N"lll,;;A'L-p=-----------------I--D-A-TE--I-IN_lll_A_L_j__D_A_TE_J___IN_I_TIA_L_J ~D~W~N~B~Y:;:::::::::: --==-=~=~=-~";=:::::::::,P~R;O::J~E~C::::T::N:::::O::. =~~D~R=A::W::l:::N::G=N::;O. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~; ~Yf. C. T. 04-26 453-8 G:\011014\0114Gl46.dwg Jon 16, 2008 2:32pm Xrefs: 0114GI: 0114r.PR0'. nt14r.STR• n11A.f:\JTI · 0114amnn· 0114.r.PRO-SnRI AT / ) 'v.i, if: ~> . ~4 '\ 1-,~\'I 0 ..,::. :E 0, C) a ..,::. 01 01 00 W 00 o' 10' 40' 5· 20 SCALE: 1 " = 40' CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATlON OF EX/SllNG UllL/TlES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! 305 H.0.A. 80' ELEC"fl?ON/C DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. I \ &225 196 191 ' I '/I T " 198 : I I/ I I 199 I I I " ' ; i I I I I " j " 200 201 (W)(S) I I I --! I I I ; " I\ : -+ ' /3~ " " " " I " : I I I : : I I I I M (§) R/W_) M@ M@ '8' PVC WATERUNE -SEE SHEET 23 224 223 222 221 220 PLAN: BERGEN PEAK PL. SCALE: ,. ;-,= 40' 0-~~ DESIGNED BY: _lliK,uH•~-DATE: _,_,,NO,.,V~. ,e20,,-0_,_7 _ ,/ 1" = 40' ~7 DRAWN BY: C.F .• 8.W., J.S. SCALE: PROJECT MGR.-G.O. JOB NO.: 01-1014 C O N S U L T N-T~S--1---------------J 2710 Lok.er Avenue West Suite 100 Corlsbad, Colifomio 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: 'GEOR E O'DAY J. RCE: 32014 C 219 218 "AS-BUILT INSl'ECTOR --------------- " V--1~ 2.~/( DATE 6/zl(I, ' DATE BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD Al-10 STREET CENTERLINE fffl..f. MONUMENT CENTERLINE OF El CAMINO REAL AT EN(J!NEER's STATION 454+92 PER R.S 1800-1 CO/JNTY BENCH lfl,flS (NO. CO/JNTY VERT. CONTROi. OATA) 68.419 OAT/JAi: N. V.C.O. OF 1929 'OA'TE lJ'llTIAL , \ REVISION DESCRIPTION ENGINEER OF WORK G:\011014\01140147.dwg Jan 17, 2008 3:23pm 'lr,e,f.,, n11.i.r.:1, n11.i.r.oi:;,ri, n11.<tr..<:::TR· n11,1r::1rn • n11,1_,,,.,,,, .... OAlE INITIAL OlHER APPROVAL 1 2 3 4 DA lE INITIAL CITY APPROVAL DELTA/BEARING N 17V6'16' E t:,. -18'41'29' N 58'24'37' E N 58'24 '31" E RADIUS LENGTH 111.47' 2oaoo' 65.25' 13.28' 141.62' REMARKS 8' PVC (SOR-35 • SEWER LATERAL DATA LOT I CL STA. fJ MAIN CUL-0£-SAC STA fJ CURB 195 1o+06.24 196 10+49.24 191 10+99.24 198 11+57.53 199 12+4a11 200 12+94.11 201 13+51.11 218 13+81.62 219 13+31.20 220 12+14.10 221 12+2a10 222 11+69.15 223 11+22.41 ~ ,. ~, ffi( ,.__,2.,,,'.Ze::'5 _ _._ _ __,,=n+,,,oc:..·"'e>",,o __ ......,_---'1"-1-'-t-"'o-'-'l-::-~7""''1::.,,"',""' NOTES: /, SEE SHEET 23 FOR STREET lt.lPR0"8fENTS ANO WATER PLANS. SEE SHEETS 55 &! 56 FOR SEIIER lA lERAl TABLE. 2. 3. SEE 01/fl. 453-8A FOR GRADING ANO EROSION CONTROi. PLANS. CITY OF CARLSBAD ENGINEERING DEPARTMENT SEWER ~ STORM ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 tf' 18 C.T. 04-26 APPROVED BY: DAVID A. HfU lER •_// ':} O I 1J Q DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 iDATE OWN BY: PROJECT NO, DRAWING NO. CHKD BY: RVWD BY: C.T. 04-26 453-8 ,f ' I \ ' ' ,_, , )' ,,. t~~ / C .I:>,~ .._, G') g .I:>, 0, 0, 00 W (X) I .... _._" _ _. .. , ... I . CAtmON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 1/ERTICAL SURI/EY CONTROL. 16 17 18 PLAN: BERGEN PEAK PL. Sc.41£: f' = 40' 0 ~ ..ii!I DESIGNED BY: K.H. DATE: -'-'N0,,.,V,... _,.20e,0u_7_ / f:Jff~ DRAWN BY: C.F., B.W., J.S. SCALE: 1" = 40' ~~--PROJECT MGR.-G.0. JOB ,NO.: 01-1014 C O N S U~T N T S 1----------------l 2710 Loker Avenue West Suite 100 Corlsbcid, California 92010 760-931-7700 Fax; 760-931-8680 www.odoyconsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE: Cf".,,, zs; og RCE: 32014 o· 10· 40• 5 20-80' SCALE: 1 " = 40' "AS-BUILT " h~-=1,lr,<.....Jo~(' 4.,'<2,!£,""!4,'f;._ x....1s;,,,/, P.E. J~lt,,' EXP. 1~0//t:; DATE INSPECTOR ' DATE BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERLINE fffl1. MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENC/NEER's STA l/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROi. DA TA) ELEVATION: 68.479 OAT/JM: N. V.C.O. OF 1929 DATE INITIAL LOT I 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 S£W£R LA T£RAL DA TA Cl Sli4. 0 MAIN 14+06.33 14+64.55 15+14.55 15+55.07 16+05.65 17+25.26 17+70.52 18+13.06 18+30.34 17+81.81 17+4o.26 17+08.94 16+35.71 15+91.89 15+52.07 14+35.22 CUl-D£-S4C Sli4. 0 CURB 10f38.49 1o+92.71 11+91.38 DA TE INITIAL DATE I 2 3 4 5 6 DELTA/BEARING /J. =05V4'31" N 53'20'06· E N 53'20'06" E /J. =0270'.15" N 51V9'31" E N 51V9'.11" E S£W£R DATA RADIUS 600.00' 500.00' LENGTH 53.15' ,fB.55' 108.10' 18.99' 56.73' 158.70' . -··-·· "'"' REMARKS 8" pi,r: fSOR 35) • • • • • • • • • • STORM DRAIN DATA ~N('r DELTA/BEARING RADIUS LENGTH REMARKS 1 2 3 4 5 6 7 8 N 53'20'06" E N 53'20'06" E /J. =0270'.JS" N 51V9'31" E N 12V5'46" E N 67'57'54" W N 51V9'.J!" E /J. -16'27'34" 488.00' 300.00' 84.85' 28.75' 18.54' 42.23' 5.69' 32.48' 68.4.J' 132.94' 36" RCP N 1350-0' • • • • • • 18" RCP N 1350-0' • • 18" RCP N 1350-0 • • •WA lFR-l/CHT JOINTS INITIAL TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DRAIN INSERT 2 EA NOlES: 1. INSTALL· CURB INLET BASKET &-HYDROCARBON ABSORPTION BOOM PER SIJNTREE TECHNOI.OC/ES INC. OR E()IJIVAlENt AS APPROmJ BY CITY ENC/NEER. 2. SEE SHEET 24 FOR STREET IMPROvfMENTS ANO WA 7FR PLANS. J. SEE SHEETS 55 &-56 FOR SEHER LA TERAl DATA TABLE 4 SEE 0111,. 453-8A FOR GRADING ANO EROSION CONTROi. PLANS. I 548T I CITY OF CARLSBAD ENGINEERING DEPARTMENT SEHER ct STORA/ ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 tt 18 c.r. (H-26 APPROVED BY: DAVID A. ~SER,/2// I I Mr--t" J fl.J1vt DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 'DA'rE DWN BY: PROJECT NO. DRAWING NO. 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"·:".:• .... , __ ,w_ ..... ,_ "" " :-~:-:.... . .,.... ..... .. .·. ·.1 ···.·•1···'•::I::••+· --.. ··T·:: . . t··-'"" , ..... 1:·:.'..'" ..... ..... >»wwo, o.--, .. ., •·•· ••··· .•" -' "" ·~:;::;~:.:, •... •.·•. '"""'!.., " --..... " ' "' :-::,.0 .•. ~ ~.·-.. · ..... ~.-::.• ,:.:.•.·.·.: ;.·,.--.. ;_:; ·.• .. :::: .. i:..-:.:.:0 ,:---<· .. --·;_ ::: 0 -:::t. -;:,:::~ ........ .. ..-::::. ... . ':'."" ·.:::·:y .:.::: _·, ... ::,T --· . -·-" . .. . " ... . '"""'' _....... ·~··-·--------.-......... o-.":-:· .. '..·.:·:·--...... _________ 1··"·' ....... war• ~ ::::... ..,. ... , ,~ .: •. :.:<''"_'"'',:;::::_::_:~.;:;~_.";-':·"-'·•,:-;:"•'"~' , .. .,o.w .. . .. ,, .. ___ ,,, ... m," _____ , "'"" °'"'" '"'"' _______ ,,__ '"'" .. '· .. · .. ·".· •• ·:"::·~---·;.~ .. ;-~:,· .. :;;._ :::;:w :.:.::·" '--:;:.:f•--,,.,~ .,',_'"""1:·;c·----....... o,.-..... ' -•-•o• ""'"' : ·-··· ·":'"-, :·::: .... : . ., .... ::·:>: :,_·:·:-:· ~:·'"· :·~-~ --=·::·::. :::,>··r:~~::;: ::_:.:::·':.t-~-'.:.: --" ·----~ .. : .. ~ ..... ---------·:.:'::::: .... , ......... ~---------•--•··:·:..:••'-M•• .. • .. • -r-•"' ...... ;:j'.,"._. ·~·· .w .. --•-w._.. ~ fo+00.00 RAMSEY WY. =14+9J.J1 BERGEN PEAK PL SEHE"R A.H. /41 9+88.00 O 12.00' Rl RAMSEY WAY DI ,,,6 =1-1+81.J1 0 ✓2.00' Ll BERGEN .on...o.,..;r' ~ T'tPE ]J-5· c.a '(Moo. PER DETAIL SHT. 5) CAlJTION !! CONTRACTOR lp VERIFY lHE EXACT LOCA 110N OF '1XIS11NG U11L/11ES IN lHE RELD PRlqR TO CONS1RUC110N! I NOTE!! I ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARB NOT TO BE USED FOR HORIZONTAL OR VER11CAL SURVEY CONTROL. I 10 11 12 13 Pl.AN: RAMSEY WY. SCALE: 1 • = 41J' 12+48.00 fJ 12.00' RT. RAMSEY WAY -Jo+17.4S fJ 12.00' LT. GLEN AVENUE T'tPE '8-5' C. a (MOO. X=5'} o· 10' 40' 5' 20· SCALE: 1" = 40' "AS-BUILT 80' DESIGNED BY: K.H, DATE: ~NO=V~. =20=0~7_ 0 / ~~ DRAW,N BY: C.F., B.W .• J.S. SCALE, 1• = 4o' A~, c) LA% . :J;...t.;&' PROJECT MGR.,'. _G=.O=·~-JOB NO,: 0l-l0l4 U , DATE cc--c;c---::=:---p E 3 EXP /.1///.( c O N S U~~ N T S l-------------1_·_·...;..20=::/..:t,,--:,-__ __:_7 ______ 7 211 o Loker Ave~~i~e ~~ci ~:~i~n~~tneering ENGINEER OF WORK: R/E~V.W WEEDD, BB);:,. t7L. Carlsbad, California 92010 Processing ~ a 760 931 7700 Surveying l.. , (} :()...., DATE:~ ..... zs;o8 Fe" 760 931 8680 /''Ju,,< 1'NSPECTOR GEORQ,< 0'o•v / RCE: 32014 www.odayconsultants.com ;ii.. f'\I " BENCHMARK: DESCRIPTION: LOCATION• RECORD FROM, ELEVATION: SlilNOARO M-10 STREET C£Nl£RLINE HfU MONUMENT C£Nl£RL/NE OF £1 CAMINO REAL AT ENGfNEER's STATION 454+92 PER R.S 1800-1 COUNTY BENCH LEVELS (Na COUNTY VERT. CONTROL OA TA) 68.419 OATVl,f: N. V.G.O. OF 1929 /J\ DATE INITIAL DA 'IE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL G•\011D14\0114Gl49.dwg Jen 17, 2008 1•41pm XrP.f~· 0114(;1• 0114hPRO• fl114.f.:C::TR• (11 Ur.:t Ill ' 0114nmnr:, S£W£R DATA ::@: DELTA/BEARING RADIUS LENGTH REMARKS 1 N J6:J9'.u' w 26aoo' 8' PVC (SOR J5J STORM DRAIN DA TA ~NQ DELTA/BEARING RADIUS LENGTH REMARKS 1 N 36:J9'54" W 255.00' 42" RCP ~ 1#JIJ-O• 'WA TER-TICHT JOINTS DATE INITIAL CITY APPROVAL fj.!)JIT;_ 1. SE£ SHEET 25 FOR STREET IMPROVEMENTS ANO WA 7ER PLANS. 2. SE£ OY,G. 45J·8A FOR GRAO/NG ANO EROSION CONTROL PLANS. I S4HE9ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT SE'M:R ~ STORM ORA/NS PLANS FOR: H08£HTSON RANCH PA 16, 17 et 18 c.r. 04-26 APPROVED BY: DAVID A ('A 3/ ~ 3/;,/os DEPUTY CITY ENGINEER DWN BY, CHKD BY: RVWD BY: Gvf' JLF, PE33081 EXP.06/30/08 DATE PROJECT NO. DRAWING NO. C.T. 04-26 453-8 f CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA 770N OF EXISTING UT1L/11ES IN THE RELO PRIOR TO CONSTRUCT10N! NOTE!! I I ELECll?ONIC DATA RLES ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL Of? VERT1CAL SURVEY CONll?OL. 24 25 26 PLAN: GLEN AV£ SCALE: 1 • = 4(}' 0 /~• A~ DESIGNED BY: K.H. DATE: ~~v~ 2:: " J DRAWN BY: C.F •• e.w .. J.S. SCALE: PROJECT MGR ..• · _G-.0~. __ JOB NO.: 01-1014 C O N S U L T .N~-T~S~-1---------------J 2710 Loker Avenue West Suite 100 Carlsbad, Callforn!a 9201 O 760-931-7700 Fox; 760-931-8680 www .oda yconsulto nts. com Clvll Englneering Planning Processing Surveying ENGINEER OF WORK: /..'1 ., rJ !/)-i GEORGE O'DAY (/ DATE: ;Te;.. t<: •8 RCE: 32014 fNSPECTOR 27 "AS-BUILT ,, DATE 28 29 BENCHMARK: DESCRIPTION: STANOARO N-10 STREET CENTERUNE Hru. MONUMENT LOCATION: CENlFRLINE OF El CANINO REAL AT ENGINEER's STA l!ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVEI.S (NO. COUNTY ITT?T. CONTROL OA TA) ELEVATION: 68.479 OAll/N: N. V.G.0. OF 1929 o· 10' 40' 5 20 80' SCALE: 1' = 40' /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\011014\0114Gl50.dwg Jon 16, 2008 8:18am ~ DESCRIPTION . , .. ' .. ·······I······ -. .. , ...... •• 1--.. . ....... ,... . . ,,., ... . .... ,, .... f----,., EXISTING UTILITY DA TA TABLE REFERENCE DWG. . ..... . .... , .. , .. , ...... . . ....... "'"'' ..... 1···· ···.·_-_. ...... , ":::::.·.::., .. ::::" 1 EXIST. 8" PVC SEWER LINE OWG. 4.J.J-6 2 EXIST. 12' PVC WAID? LINE OWG. 4.J.J-6 NOTES: SEWER DATA ~ DELTA/BEARING I N 62V3'46' E 2 t:,. =081/3'40' 3 N 53'20'o6' E 4 t:,. =03'55'23' 5 t:,. =03'55'23' 6 N 53'20'o6' E RADIUS 600.00' 35000' 35000' LENGTH 36.39' 91.40' 15269' 26.46' 26.46' 4037' REMARKS 8' PVC (SOR 35/ • • • • • • • • • STORM DRAIN DA TA NO DELTA/BEARING RADIUS LENGTH REMARKS I N 53'20'06' E 2 N 53'20'06' E J N 36'39'54' W •WA lFR-llGHT JOINTS 6202' 9.57' 3.25' 42' RCP N 14()()-0• 42' RCP N 1400-0• 18' RCP N 1350-0• TREATMENT CONTROL BMP TABLE DESCRIPTION ORAIN INSERT QUANTllY 1 EA SEWER LATERAL DA TA LOT I STA. SEWER LATERAL 229 25+48.54 230 26+33.31 231 26+86.14 232 27+3287 233 27+83.14 I. INSTALL: CURB INLET BASKET &-H)1}ROCARBON ABSORPl!ON BOOM PER SUNTREE TECHNOLOGIES !Nl: OR EQ/JIVALENT AS APPROVEO BY CITY ENGINEER. 234 235 255 28+27.69 28+73.89 28+97.93 2 SEE SHEET 26 FOR STREET INPROmtENTS ANO WAlFR PLANS. 256 27+79.17 257 27+34.87 3. SEE SHEETS 55 &-56 FOR SE/IV? LATERAL TABLES. 258 26+84.14 259 26+35.79 4. SEE 0/Kl. 45.J-BA FOR GRAO/NG ANO EROSION CONTROL PLANS. 260 25+88.12 DATE INITIAL DATE INITIAL O11iER APPROVAL CITY APPROVAL 261 25+39.35 ~ ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT SENER .t STORAI ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 &-18 C.T. 04-26 APPROVED BY: DAVID A. DEPUTY CITY ENGINEER DWN BY: CHKD BY: ~G~\JuP_1 RVWD BY: ,JL !z H_t'J}E~ 4. .3/1! /tJe, PE33081 EXP.06/30/08 DATE PROJECT NO. DRAWING NO. C.T. 04-26 453-8 y,..,f.,,. fl11A~I, 1"111Af:Clt;>(\-f'l11Af:C:".TD• li11.if:IITI, l"l11Anmnn· f'l11,U::tC,TC>, n11,u:UJII.D, fl11Ah,,H, /"111.Af:OOr'\_<'.cf'lOt A1° ···1·,.,,.:.::,1'· , ~-' " . ' . '·~~ _,,"' ) •✓// C 01 :E 0 C) S..i::,. 01 01 00 w 00 . 29 236 I I 255 CAIJTIQN !! ; CONTRACTOR ~O VERIFY THE EXACT LOCA T/ON OF £;XISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! NOW! ELECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 237 254 ----------- 30 RAMSEY WY. S££ SHEET 49 253 M T II ,~I 11 "' I 111 I 12• P'tt: WA TERLIM:::'£--4-.,,, -SE£ SHEET 27 252 2710 Loker Avenue West Suite 100 Carlsbad, Callfornio 92010 760-931-7700 Fax: 760-931 8680 www.odayconsultonts.com 31 251 32 240 241 S W R/W s M 248 33 R/W s 247 246 I 245 I '-.: -.J PLAN: GLEN AVE. SCAL£· 1• = 40' Civ11 Englneerlng Planntng Processing Surveying DESIGNED BY: K H. DATE: NOV. 2007 "AS-BUILT " oRAw,N BY, c.F .• s.w., J.s. sCALE: 1· = 40• b,,, ., d :LJi:· . ::r;;...ir:Z-Pt'- PRoJECT MGR.· G.0. JOB NO.: 01 1014 71'-"T f---------------1 P.E. 3eo1yt EXP, J7t'.'.tf' DATE REY/WED BY: A ,I lfMAtid ~ 6"/zd/, (NSPECTOR DATE ENGINEER OF WORK: DATE; RCE: BENCHMARK: I , I I DESCRIPTION: STANOARO M-10 STREET C£NTERLIN£ MU MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT £NGIN££R's STAT/ON 454+!J2 PER R.S 1800-1 o· 10· 40' -----5 20 80' SCALE: 1 • = 40' LOT/ 236 237 238 2J!J 240 241 242 243 244 245 246 247 248 24!} 250 251 252 253 254 SEWER LATERAL DA TA CL S7i4. fJ NAIN 2!J+JJ.14 2!J+7aJ5 30+9,1,# 31+,1,J.4!} 31+18.70 32+29.45 32+82.45 J.J+JS.45 J.1+82.04 J.J+8!J.O!J J.1+38.62 32+86.22 32+33.22 J/+83.26 Jl+JJ.26 J/+19.26 30+69.22 J0+/9.24 2!J+6,1, 43 C(JL-0E-S4C S7i4. fJ C(JRB 10+45.6!} ID+!JJ.82 11+98.26 12+5Q27 ---------- EXISTING UTILITY DA TA TABLE W0 OESCRIPTlON REFERENCE NO. 1 EXIST/NC 12 WATER l/NE DWC. 404-7 2 EXIST/NC 16" PW:' WATER LINE owc. 404-7 J EXIST/NC 4• P'tt: S1££V£ DWC. 4JJ-6 4 EXIST/NC 8 P'tt: SEWER OWC. J!JO-!J 5 EXIST/NC P.R. SlilTION owc. 404-7 SEWER DATA DELIA BEARING RADIUS LENGTH N 53'20'06" £ N 53'20'06" £ N 53'20'06" £ 129.45' l!Jl.74' 173.4(}' REMARKS 8" PVC 'SOR 35 • • • • STORM DRAIN DATA 0 DELTA BEARING RADIUS LENGTH I N 5J'2D'o6" £ 2 N 5J'20'o6" £ J N J6"J!J'54" W 4 N 42'02'11" W 5 N 5J'20'o6" £ 6 I),. -16'27'34" JOO.OD' •WATER-TIGHT JOINTS 11,1,!)5' 115.48' 3.75 27.87' 195.11' 86.18' REMARKS 42" RCP ~ 1350-0' 30• RCP ~ 1350-0' 24" RCP ~ 1350-0' • • 10· RCP ~ 1 J50 o• • • TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DRAIN INSERT 2 EA NOTES: 1. INSTAll: CIJRB INLET BASKET ,t H'(l)ROCARBON ABSORPTION BOOM PER SIJNTREE TECHNOI.OCIES INC. OR £0/JIVAlENT AS APPROVED BY CITY ENC/NEER. 2. SE£ SHEET 27 FOR STREET IMPROV£1.(ENTS ANO WATER PLANS. J. SE£ SHEETS 55 &-56 FOR SEWER LATERAL OA TA TABLE. 4. SE£ 01ft. 45J-8A FOR Cl?AOINC AND EROSION CONTROi. PLANS. t----t-----t---------------+---t-----+-----1 I ssHE1ET I CITY OF CARLSBAD I sHsEaETS.I ENGINEERING DEPARTMENT :=SEi=l#El?==~~S==TOHl,l=====OR.===:il~=ws=Pl.AN.=:S-=FOR.=: ===='..====~ ROBERTSON RANCH PA 16, 17 ,t 18 C.T. O,l.-26 DEPUTY CITY ENGINEER .Z1J1/4~ EXP.06 30 08 DATE RECORD FROM: COUNTY BENCH LEVELS (NO. CO/JNTY VERT. CONTROi. DATA) DA TE INITIAL DATE INITIAL DA TE INITIAL DWN BY:~~~, CHKD BY: C.vP· RVWD BY: J Q:r PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 ENGINEER OF WORK REVISION DESCRIPTION ELEVATION: 68.47!} OATVM: N. V.G.O. OF 1!J2!J OlHER APPROVAL CITY APPROVAL G:\011014\0114Gl51.dwg Jan 17, 2008 4:23pm v •• .t •• /"\i1 Af'E. /"\i-tAf't~O"· r,;1 Ar>C'Tn. r,11 ar-1 lTl • "i1 A----· A<iA □C""TCI. ('111 ,r::,,, ~n. ,.,. ... ,--,,,-r, • f\11 Ar-nr>n c--nn, • .,. ·)·,'\·•.::, .. ' . 0 0, :::E ,-.. G') Q..i:,. 0, 0, 00 W 00 I I CA/JTION !!I CONTRACTOR (0 VERIFY 17-IE EXACT LOCATION OF fXISTING UTILITIES IN 17-IE RELD PRIOR TO CONSTRUCTION! I NOTE!! I ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL O(? VERTICAL SURVEY CONTROL. 10 265 304 303 II 12 266 267 270 271 lW) (S) (sJ ; I I ' ' I I ' "' i i i j " 12 2 !1 CI)--' ,.. /J 302 ,---- : ·; --I --1 I'S R,IW--' @I @LI @, ~/ 8' PVC WA TERLJNE '' .I " I I ,--- 301 -SEE SHEET 28 300 299 PLAN: ARAPAHO PL. SCALE: 111 = 40' w- ' ; ' I 298 0 ~I _..-c DESIGNED BY: K.H. DATE: .-,,N~OV~-~2~0~□7~_ / " ~? DRAWN BY: C.F •• B.W •• J.S. SCALE: 1" = 40' PROJ0ECT MGR· GO JOB NO.: 01-1014 C O N S U L TN .~-T~S~-f-----·--·-·--------i 271 O Loker Avenue West Suite 100 Carlsbad, Callfornlo 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsultonts.com C1v11 Engineering Planning Processing Surveying ENGINEER OF WORK: ,;!,;,.~, (/ ,:}a/.-1 ✓ "'o'toRG o'OAY J ' DATE: ,fu, 2<;08 RCE: 32014 --f- 297 D s I , ' 4r .:m "' I I I I 296 " ;__1 ~. -II ~ < 5 ..r 3 F ' " I : l I 273 s® J I I : I " LJ---r r • I/ I 295 "' ' I ,, I I 294 PR/VA TE STORM DRAIN SHOWN FOR REFERENCE ONLY SEE 01ft: 453-8A "AS-BUILT " , 309 PASSIVE RECREA T/ON AREA BENCHMARK: DESCRIPTION: STANOARO M-10 Sll?EET CENTERLINE IIEZ1. MONUMENT LOCATION: CENTERLJN£ OF El CAMINO REAL AT ENGINEER's STA llON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEI/ELS {NO. COUNTY 1/ERl CONll?Ol DA TA) ELEVATION: 68.419 OAllJM: N. V.G.0. OF 1929 LOT I 265 266 261 268 269 210 211 212 273 214 215 294 295 296 SEWER LATERAL DA TA CL STA. tJ MAIN 10+25.01 10+15.04 11+25.01 11+15.01 12+/6.25 12+82.JB 13+24.84 13+53.00 14+03.00 14+84.29 15+99.31 14+19.30 14+18.00 13+61.59 CVL -0£-SAC STA. ti CVRB 12+35.06 12+86.93 N/A • • • • • • • • • • • • • • • • • • • • • • ~ 1 2 3 4 5 6 NO I 2 3 4 5 6 DELTA/BEARING N 59'5.1'53" E 6 =06'51'59' N 53V1'J6' E N 53V1'J6' E N 53Vl'J6" E SEWER DATA RADIUS 500.00' 250.00' LENGTH 221.75' 59.92 144.62' 31.64 80.81' 63.83' REMARKS 8' Pl/4:' (SOR 35) • • • • • • • • • • STORM DRAIN DATA DEi.TA/BEARiNG N 36'58'06" W N 36'58'o6' W N 36'58'o6' W N 53Vl'5-I' E N 53Vl'54' E N 53Vl'54' E RADIUS LENGTH 3.15' 21.15' 3.15' 29.22' 156.13' 13.56' REMARKS 18" RCP N 1350-0• 18" RCP N 1JSO o• 18' RCP N 1350-0' 24' RCP N 1J50-0• 24• RCP N 1350-0• 42• RCP N 1350 o• 291 1J+22.84 • • 'WA TER-llCHT JOINTS 298 12+11.JB • • 299 12+30.66 • • 300 11+81.85 • • 11+27.01 • • 302 10+81.85 10+05.45 303 !o+09.51 10+82.41 304 !o+0?.51 11+06.81 o· 10· 40' 5 20' 80' SCALE: 1" = 40' DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL G:\011014\0114Gl52.dwg Jan 17, 2006 6:29pm Vrnfr,. r,11,1.rJ. f'>11,1_f':l)CI(\• f'lt1Af':C-T0, ('\1111f':f1Tl, r,11,1,...,,,.~. nttACIC-TD, nttACIUAD, f'l11AL.,,,-i.l, f\11,ll"ODf'\_C'nDI AT TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTllY ORAIN INSERT 3EA NQJJ;S;_ ,. 2. J. 4. INSTAll: CURB INLET BASKET ,t H'f1JROCARBON ABSORPllON 8()()1,( ANO/OR CATCH BASIN PER st/Nll?EE TECHNOI.OGIES .' INC. OR EQUIVALENT AS APPROI/EO BY CITY ENGINEER. SEE SHEET 28 FOR Sll?EET IMPROVEMENTS ANO WA llR PLANS. SE£ SHEETS 55 & 56 FOR SEIIEH LA llRAL DA TA TABLE. SEE 01ft: 453-BA FOR GRADING ANO EROSION CONll?Ol PLANS. SHEET CITY OF CARI.SHAD SHEETS 52 ENGINEERING DEPAR'IMENT SEHE'R .t STORM DRAINS PLANS FOR: HOBEHTSON RANCH PA 16, 17 tf 18 AF'PROVED BY: DAVID A 58 C.T. Ol-26 DEPUTY CITY ENGINEER PE33081 EXP,06/30/08 DATE OWN BY: CHKD BY: RVWD BY: GIIP ILi< PROJECT NO. C.T. 04-26 DRAWING NO. 453-8 • I I I , I I ! I .·:·.·::.······"· .............. ; .. :·.:· .. ·.: .. : .... ·.:: ...... ,j -... ·.:-:-,:,:: 16 CAtJTION !! CONTRACTOR TO 'IERIFY THE EXACT LOCA 710N OF EXISTlNG Ulll/TlES IN THE FIELD PRIOR TO CONSTRUCTlON! NOTE!! I I\ 17 @1® ® w vc5e--.·,...,;._)ri ~0>/. ts) w ' i 18 279 I 7 ! I I I --..... 19 20 280 281 282 283 ®w (S) (v/) (S_)W : I ' ' i I 7f ---f-+t-+·t---/i-,/-1 I I , ,, ' 20 ( 6 .... ->-fl -~~ _ t BA~li!J _!__,J le!_• "-1<5> REMOVE 48' CMP RISER ANO • • 29.5' OF EXISTING 36" RCP .L \.I I/ I I 1 I I : 288 11+49.37 o 11a94' RT. -/ W' \'\\ -i "-11+59.37 o 109.88' !lT. =159+57.51 0 95A6' LT _ _ , "--159+67.42 0 96.45 LT CANNON RO. CANNON RO. i\l-------R61!Jlif. EXIST. CATCH BASIN ====-----__, ---1---1 -!J/r--~+--------PER OWG 433-6A . SEWER A.H. /28 -~ C4N.S1nt;OT rYf6' 3.r· c.o. REMOVE 8' PLUG CONNECT · T' -. " --• · , o . ·--• "'"'E RIM=73-,o ;°o[Jf)!;N:.J_:vc nn r; '---.sotJNOWAll ENCROACHMENT 6J.36 IE IN CANN.ON ROAOAGREEAIENT PR 07-128 6J.16 IE OUT S[[_jpl.G 4 H=fi____- ' ------------To() ' . - 287 286 PLAN: ARAPAHO PL. SCALE: 1 • = 4()' 0 ,1<,,.., A . DESIGNED BY: K.H. DATE: __,_,N0,,.,Vc.., _,,,20,,,0u.7_ ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTlCAL SUR'IEY CONTROL ~~ :'J DRAl':N BY: C.F .. 8,W., J.S, SCALE: 1 • = 40' '-~~--PROJECT MGR: G.O. JOB NO.: 01-1014 C O N S U L T N T S 1--------------1 Clvil En9ineerlng Planning Processing Survey!ng ENGINEER OF WORK: 284 Cs) w ' I I " I " "AS-BUILT 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultonts.com DATE:cr<i<J. 2~08 RCE: 32014 rNSPECTOR " 285 I r I J I I I I I I I '\ Jt, cf I : I Ir--: I'S;: I ::---.1 I Ct:i -----,---- ~,Ji ~l ' " s/2/21,. BENCHMARK: DESCRIPTION: LOCATION: STANDARD 1,(-/0 STREET CENTERUNE llfZ1. MONUMENT CEN!ERl/NE OF El CAM/NO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEVELS (NO. CO/JNTY '£RT. CONTROi. DA TA} ELEVATION: 68.479 DATUM: N. V.G.D. Of 1929 o· 10· 5' LOT I 276 277 278 279 280 281 282 283 284 285 286 287 Ii\ 288 I~ b~~ SEWER LATERAL DA TA CL STA. fJ MAIN 16+68.66 16-1-82.66 17+35.24 l7+82.66 18+3266 18+82.14 19+32.45 /9+8278 20+33.63 20+83.95 l9+98.78 19+24.31 18+75.29 ,~,._37 CUL-OE-SAC STA. fJ CURB - lo+04.75 12+03.08 2 3 4 5 6 7 I 2 3 4 5 6 7 DELTA/BEARING N 53Vl'54" E I), =06'40'45" N 53Vl'54" E N 53V1'54" E t,. =0371'29' N 5673'23" E N 36'58'o6" W SEWER DATA RADIUS LENGTH REMARKS 9.39' 31.64' 108.42' 172.26' 27.85' 139.95' 8" PVC ~ SOR-35 250.00' • • • • • • 5oaoo' • • • • • • STORM DRAIN DATA DELTA/BEARING N 53V1'54" E N 53Vl'54" E N 53V/'54" E N 36'58'o6" W N 36'58'o6" W N 22'48'39" W N 36'58'o6" W RADIUS LENGTH 81.50' 3<..20', 23.16' 119.38' 3.15 28.62' 3.15' REMARKS 42" RCP ~ 1350-0' • • • • 36" RCP ~ 135o-O• 19• RCP ~ 1350 o• • • • • 292 293 . f7f-'(7.'17 17+18.;f. ''fir+ 73. (f(f l6+29.37 'WATER-TIGHT JOINTS 40' 20 EIO' SCALE: 1 • = 40' I DATE I ~NITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPllON OTHER APPROVAL CITY APPROVAL G: \011014\0114Gl53.<lwg Jan 17, 2008 5: 01pm Vrof~• r'"l1111f""1, f'l11Jtf'r)Of',, 1'11111r"CTC, n11t1f'IITI, n1111~~~~· /'\11ADC'TC, ('l-11.IDllA~, r.1-tJl'lllTI, 1"1-1-IJIDIITI, ('11Af'ODf"I C'f"\01 AT, f'\11Ar'f'Dl'l TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DRAIN INSERT 3EA NOTES; I. INSTALL: CURB INLET BASKET !t H't1JROCARBON ABSORPTION BOOM PER SUNTREE JECHN()lOGIES INC. OR EOI//VAlENT AS mnnoVEO BY CITY ENGINEER. 2. SEE SHEET• ¥[OR STREET IMPROl£MENTS ANO WATER PLANS. '.,--x....,,_t::~ !t 56 FOR SEIIER LA !ERAl OA TA TA8l£ 4. SEE OWG; 453-BA FOR GRAD/NC ANO EROSION CONTROi. PLANS. CITY OF CARLSBAD ENGINEERING DEPARTMENT SEIIER tk STORM ORA/NS PLANS FOR: ROBERTSON RANCH PA 16, 17 &-18 APPROVED BY: DAVID A, l,4AilSER ~ DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 I SSBTS I C.T. 04-26 OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 04-26 453-8 •, ·, '' :.: ' _ _./ ' · .. Q'\ '\309 0 01 :E w C') 9..i,.. 01 01 00 w 00 •...• 1 ..... ........ -. CAUTTON II CONTRACTOR TO VERIFY 17-IE EXACT LOCATlON OF EXISTlNG UTlL/TlfS IN 17-lf RELD PRIOR TO CONSTRUCTlON! NOTE!/ ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTlCAL SURVEY CONTROL. @ 9+81.718 0 12.00' RT. OCALA WAY -28-1-20.91 0 12.00' LT. GLEN Alf: TYPE '8-5' C. 0. (MOD. X=5') I' I ~ PLAN: OCALA WY. SCALE· 1' = W' 0 ~~ DESIGNED BY: K.H. DATE: NOV. 2007 / ~? C 1• = 40' DRAWN BY: .F., B.W., J.S. SCALE: -~~--PROJECT MGR.· G.O. JOB NO.: 01-1014 C O N S ULT N T S 1-----------------1 2710 Loker Avenue West Suite 100 Carlsbad, California 9201 O 760-931-7700 Fax: 760-931-868Q www.odoyconsultants.com Civil Engineering Plonning Processing Surveying ENGINEER OF WORK: /:I, ..,,er-cJ (2,,,.., GEOR O'DAY n DATE:$,,. ZS'. ot RCE: 32014 I I~~ I• b~ -~1--- ,u J . 11 I • ' ~1/ f-I ii l2+60.24 OCALA WY. !1l c.--l-...J.=-<,15P+"'36.~."f17~rJ"'2.e".OO',-,'f,<;-lT.=-. ""'A""RA""P.""'14,,.,HOc=--=PL S£W£R A.H. /32 I • "AS-BUILT ,, h,,..8.. ~ ::i:: /.r;2o1, P.E. 3Z.Ol'f EXP. ,711~/A~ DATE INSPECTOR ~DATE - o' 10' 40' 5 20· 80' SCALE: 1' = 40' BENCHMARK: DESCRIPTION: STANDARD M-10 STREET C£NTERUN£ HELL MONUMENT LOCATION: C£NTERUN£ OF El CAMINO REAL AT £NG/N££R's STATlON 454+92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH LEV£l.S (NO. CO/JNTY VERT. CONTROL OA TA) ELEVATION: 68.479 OAT/JAi: N. V.G.O. OF 1929 /j\ DATE INITlAL DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL G, \011014\0114Gl54.dwg Jan 16, 2008 3: 0lpm 'fr,:,fo• (111.d.r.:I• ('111.d.r::P~/'"l· f\11Ar.!C:Tl=;l· n11,1.r.11T1 • n11.i1r::~~llP• f\11.d.AC:T~·,. f\11AA~AAP, fl11,l711TI DATE 1 DELTA/BEARING N 38V0'53' W SEWER DATA RADIUS LENGTH 259.24' REMARKS 8' PVC ISOR-35J STORM DRAIN DATA DELTA/BEARING RADIUS LENGTH REMARKS . ....... , ........... :.-· ......... 1 .... 1 N 38V0'53• W •WA TER-TlGHl JOINTS 257.30' 42' RCP ~ 1350 o• INJTlAL NOTES: 1. S££ SHEET 30 FOR STREET IMPROVEAl£NlS AND WATER PLANS. 2. SE£ OWC. 45.J-8A FOR GRAOINIJ ANO EROSION CONTROL PLANS. CITY OF CARl.SBAD ENGINEERING DEPARTMENT SE'/IE'R & STORM ORA/NS PLANS FOR: HOBEHTSON HANCH PA 16, 17 ~ 18 ~T. tu-26 APPROVED BY: DAVID A-f~SER,,~ _3,At/og DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 °oATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CITY APPROVAL RVWD BY: C.T. 04-26 453-8 ..." .. i \ ) ,,.,/' l ._,., 'J .'~' . ,;,, (" \ ~Ii/\ b,~\l \ ) SEWER LATERAL DATA SHEET # STREET UNIT # STATION IE O MAIN DROP TO LENGTH SLOPE % I.AT. IE O TC TC ELEV I.AT. DEPTH REMARKS SHEET # MAIN TO CURB O TC (FEET) SEWER LATERAL DATA {CONT.} STREET UNIT # STATION IE O MAIN DROP TO LENGTH SLOPE % LAT. IE O TC TC ELEV MAIN TO CURB LAT. DEPTH 0 TC (FEET) REMARKS &c:: :.J § ~ __ ii i~i ~-:;iir·:_ :,,:w ··~ ~--;ir ~ .. ~~ -·-1i ;;sgi -,) J. A[ANOER"CT. 131 13+30.49 "''74.64"f.2' ·,r " .. 40-00% .. ~.~·-~•·'81:84'"'' -., •• ,.,,.88.17 ---a.oo 4_• SEIIER LATERAi?"'"' =- • 3. ALANOER CT. . .,.,,.,,,,,,, .. ,. 128 . lo+ft.38. 13.19 1.2' 17' 14.07% 11.10 85.19 7.16 4• SEIIER LATERAL 37 8/JCK RIDGE Al£ 44 15+53.50 108.51 1.2' 17' 2% 110.0f 115.73 5.39 4• SEM:R LA'/ERAL 37 Bl/CK RIOGE Al£ 63 15+70.87 108.34 1.2' 17' 2% 109.84 115.56 5.39 4• SEM:R LA'fERAl 38 8/JCK RIOGE A 1£ 6-1 16+39.29 101.65 1.2' fl' 2% 109. 15 114.87 5.39 4• SEM:R LA '/ERAL 38 Bl/CK RIOGE Al£ 4.J 16+4279 107.62 1.2' 17' 2% 109.12 114.84 5.39 4· SEIIER LATERAL 38 Bl/CK RIDGE Al£ 42 16+90.15 106.99 1.2· 1/ 2% 108.49 114.36 5.54 4• SEM:R LATERAL 38 Bl/CK RIOGE Al£ 65 17+15.29 106.74 1.2' 11" 2% 108.24 114.11 5.5-1 4• SEM:R LATERAL J. ALANOER CT. 125 13+18.54 16.46 1.2', 17' 44.41% 8233 88.?i6' 6.00 4• StfftR l.A'/ERAL ·• ALANOER CT. 132 13+80.54 76.~ 1.2' 17' 30.80% 8235 88.68 6.00 4• SEIIER LATERAL 3. ALANOER CT. 124 14+26.98 18.29 1.2' 17' 2220% 8282 89.15 6.00 4• SEIIER LA'/ERAL J. ALANOER CT. 133 14+30.54 78.11.2' 17' 21.53% 8285 89.18 6.00 4• SE/IER LATERAL J. ALANOER CT. 134 14+80.54 80. f.2' 17' 13.87% 83.36 89.69 6.00 4" SEIIER LA'/ERAL J. ALANDER CT. 123 15+02.98 80. 1.2· 17' 1233% 83.58 89.91 6.00 4• SEIIER LA'/ERAL J. ALANDER CT. 122 15+26.98 81.01 1.2' 17' 10.80% 83.83 90.16 6.00 4• SEIIER LATERAL J. ALANOER CT. 135 15+30.54 81.08 f.2' 17' 10.53% 83.86 90.19 6.00 4• SEIIER LA'/ERAL J. ALANOER CT. 121 15+16.98 8201 f.2' 17' 7.47% 84.JJ 90.66 6.00 4• SEIIER LA'/ERAL J. ALANOER CT. 136 15+80.54 82,®f.2' 17' 7.27% 84.37 90.70 6.00 4• SEIIER LA'/ERAL X ALANOER CT. 137 16+29.45 83.06 f.2' 17' 4.00% 84.86 91.19 6.00 4• SEM:R LA'/ERAL J. ALANDER CT. 120 16+31.95 83.11 1.2' 17' 3.87% 84.89 91.22 6.00 4• SEIIER LA'/ERAL 3. ALANDER CT. 138 16+79.45 84.06 1.2' 17' 2% 85.56 91.54 5.61 4" SEIIER LA'/ERAL J. ALANOER CT. 119 16+81.95 84.11 1.2 17' 2% 85.61 91.55 5.59 4" SEIIER LA'/ERAL J. ALANOER CT. 118 11+40.28 8213 1.2' 17' 10.87% 84.96 91.29 5.30 4• SE/11::R LA'/ERAL 3. ALANDER CT. 139 11+65.45 81.07 f.2' 17' 16.20% 84.70 91.0J 6.00 4• SE/11::R LA'/ERAL J. ALANDER CT. '4 10f59.09 13.21 f.2' 17' 25.40% 18.29 84.62 6.00 4• SE/11::R LA'/ERAL J. ALANOER CT. •5 10+84.72 13.01 f.2' · 17' 29.20% 18.59 84.92 6.00 4• SE/11::R LATERAL J. ALANOER CT. '6 11+29.59 7254 1.2' 1 36.80% 19.26 85.59 6.00 ~R LA '/ERAL .-3. ~lANOER CT. •1 11+93.61 71..86 ,f.2;, .... ~ ____ ,fJ.o ' 6226% . 80.2, _,..,......._88:60"-· -~ ~ milD , / ALANOER"CT.~--... rw~,p.•=" !8+tz.12·· ,....--79.82 1.2 1 . ·-·~ 21.21:r '~8'4.21 90.54 6. 00 4• SE/11::R LA '/ERAL fil{ .. J. ALANOER CT. 117 •r-.;1,c;,f,::, 7f.9';', 1.2' 17' 2,.1,. ',f'f.I? f().,fz; 6.00 4• SE/11::R LATERAL ~ "'(" ' 1 ALANOER CT. 116 19+16.89 11.49 1.2' 18' 21.63% 83.11 89.44 6.00 4• SEM:R LA'/ERAl"'"••.<>• .. ~·--, •. J. ALANOER CT. 141 19:1-2247 ... ••"-•••ll.Sl 1.2'. .... , ... ,.--, '"•·•···--.18: ..... , • .21.1-3%, ••. 83.05·"' ''°%•,,,89.38 ,.,, •. ,.,, . .,.~ 6.00' 4'•SElffR'lATERAL ., ALANOER Ct'""'"'''"'''· 1t5·•••~·. 19+9'J.OJ 11.8 1.2' 18' 20.31% •• 82.32 88.65 6.00 4• SE/11::R LATERAL ., ALANO.ER CT. 142 20+00.13 71.90 f.2' 18' 19.75% 8226 88.58 6.00 -1• SE/11::R LA'fERAl < ALANDER CT. 114 20+43.0J 18.12 1.2' 18' 15.38% 81.78 88.14 6.00 -1• SEM:R LA'/ERAL J. ALANDER CT. 143 20+50.13 18.15 1.2' 18' 14.88% 81.73 88.06 6.00 4" SEM:R LATERAL ' ALANDER CT. 113 20+93.13 78.J, 1.2· 18' 10.75% 81.29 81.62 6.00 -1• SEM:R LA'/ERAL J. ALANOER CT. 144 20f91.6J 18.39 1.2' 18' 10.31% 81.24 81.5 6.00 4• SEM:R LA'/ERAl J. ALANOER CT. 112 21+44.13 78.9 1.2' 18' 3.69% 80.76 81.09 6.00 4• SEM:R LA'/ERAl ' ALANDER CT. 145 21+48.13 19.01 1,2' 18' 3.19% 80.72 81.05 6.00 -1• SEM:R LATERAL 1--'.,MALANOER CT. 111 21+93.03 79.-16 1.2' 18' 2% 80.98 86.64 5.33 4• SE/11::R LA'/ERAL J. ALANOER CT. 146 22+00.13 79 .. o 1.2' 18' 2% 81.05 86.61 5.23 4• SEM:R LA'/ERAL 3. ALANDER CT. 110 22+14.53 79.61 1.2' 18' 2% 81.20 86.60 5.07 4• SEIIER LA '/ERAL ' ALANOER CT. 147 22+19.04 19.11 1.2' 18' 2% 81.23 86.61 5.05 4• SE/11::R LA'/ERAL J. ALANOER CT. 148 22+64.13 80.16 1.2' 18' 2% 81.68 81.06 5.05 -1• 5£/tfR LA'/ERAL ., ALANOER CT. 109 22+91.42 80.49 1.2' 4259' 2% 8250 88.23 5.40 4• SEllf:R LA'/ERAL J. ALANDER CT. 149 23+33.13 80.8 1.2' 18' 2% 82.39 88.42 5.10 4• SEM:R LATERAL J. AlANOER CT. 150 23+43.13 80.96 1.2' 11.19' 2% 82.46 88.9. 6.14 4• SE/11::R LA'/ERAl 34 NORTH FORK Al£ 172 1o+57.75 81.64 1.2' 17' 18.47% 85.61 91.94 6.00 -1• SEM:R LA'/ERAL 34 NORTH FORK Al£ 171 11+09.14 84.22 1,2' 17' 14.87% 81.65 93.98 6.00 4• SEM:R lA'fERAl 34 NORTH FORK Al£ 170 11+58.27 86.62 1.2' 17' 11.60% 89.56 95.89 6.00 4• SEM:R lA'/ERAl 34 NORTH FORK Al£ 180 11+6220 86,811.2' 17' 11.27% 89.70 96.03 6.00 4• SEM:R LA'/ERAl 34 NORTH FORK Al£ 169 12+04.06 88.89 1.2' 17' 8.40% 91.35 91.68 6.00 4• SEM:R LATERAL 34 NORTH FORK Al£ 168 12+50.15 90.89 1.2' 17' 1.13% 93.16 99.49 6.00 4• SE/11::R lA'/ERAL 34 NORTH FORK Al£ 181 12+57.08 91.16 f.2' 17' 1.13% 93.4.J 99.76 6.00 4• SEIW::R LATERAL 3 NORTH FORK Al£ 167 13+0293 9J.1n111.2· 17' 6.87% 95.23 101.56 6.00 4• SE/11::R lA'/ERAL J NORTH FORK Al£ 182 13+18.80 93.6.' 1.2" 17' 6.80% 95.85 10218 6.00 -1• SE/11::R lA'/ERAL J NORTH FORK Al£ 166 13+57.33 95.17 1.2 17 6.60% 91.36 103.69 6.00 4• SE/11::R LA'/ERAl J NORTHIORK Al£ 183 13+72.80 95.79 f,2' 17' 6.53% 97.97 104.JO 6.00 4• SE/11::R LA'/ERAl J NORTH FORK Al£ 165 14+11.33 91.J. 1.2' fl' 6.JJX 99.48 105.81 6.00 4• SE/11::R lA'fERAL 3 NORTH FORK Al£ 184 14+28.80 98.0. 1.2' 17' 6.27% 100.16 106.49 6.00 4• SE/11::R LA'/ERAl 34 NORTH FORK Al£ 164 14+6269 99.39 1.2' 17' 3.47% 101.11 101.44 6.00 ,r SE/11::R LATERAL 3, NORTH FORK Al£ 185 14+71.87 99.7! 1.2' 17' 2% 101.25 101.58 6.00 4• SE/11::R LA'/ERAL 34 NORTH FORK Al£ 163 15+54.61 96.& 1.2' 17' 18% 100.73 101.06 6.00 4• 5£111::R LA'/ERAL 34 NORTH FORK Al£ 186 15+59.40 96.6. f.2' fl' 18.87% 100.66 106.99 6.00 4• SE/11::R LA'/ERAL J. NORTH FORK Al£ 162 16+04.61 94.7£ 1.2' 17' 27% 99.95 106.28 6.00 -I" SEIIER LATERAL J.• NORTH FORK Al£ 187 16+09.40 94.50 1.2' 17' 21.80% 99.87 106.20 6.00 -1• 5£111::R LATERAL J. NORTH FORK Al£ 161 16+54.61 925i 1.2' 17' 35.87% 99.16 105.49 6.00 -1• SEM:R LA'/ERAl J. NORTH FORK Al£ 188 16+58.41 9241 1.2' fl' 36.60% 99.fO 105.4.J 6.00 4• SE/11::R LATERAL J. NORTH FORK Al£ 189 17+09.40 90.2. 1.2' 12.97' 63.08% 98.37 104.70 6.00 4• SE/11::R LATERAL J. NORTH FORK Al£ 160 16+99,82 90.66 1,2' 16.21' 46.59% 98.48 104.81 6.00 4• 5£111::R LA'/ERAl J. NORTH FORK Al£ 190 18+08.16 88.8. 1.2' 1287' 6256% 96.82 103.15 6.00 4" SE/11::R LATERAL J. NORTH FORK Al£ · 159 18+15.34 88.90 f.2' 15.49' 49.37% 96.76 103.09 6.00 4• SEM:R LA'/ERAL J. NORTH FORK Al£ 191 18+79.16 89:fi, 1.2' 17' 3233% 95.63 101.96 6.00 4• SE/11::R LA'/ERAl . ., NORTH FORK Al£ 158 18+91.46 89.71 1.2' 17' 30.20% 95.44 101.77 6.00 4• SE/11::R LA'/ERAL J. NORTH FORK Al£ 192 19+29.07 90.14 1.2' 17' 23.JJX 94.84 101.17 6.00 -1• SEM:R LATERAL J. NORTH FORK Al£ 157 19+39.41 90.22 1.2' 17' 21.80% 94.69 101.02 6.00 4• SEWER LATERAL ••NORTHFORK Al£ 193 19+19.16 90.7. 1.2' 17' 13.93% 94.06 100.39 6.00 4• SEM:R LATERAL 35 ORTH FORK Al£ 156 19+91.46 90.88 1.2 11· 11.93% 93.87 100.20 6.00 4• SEM:R LATERAL 35 ORTH FORK Al£ 194 20+3276 91.25 1.2· 17' 5.13% 93.22 99.55 6.00 4• SEM:R LATERAL 35 ORTH FORK Al£ 155 °o+J5.76 91.28 1.2· 17' 4.60% 93.17 99.50 6.00 4• SEIIER LATERAL 35 "ORTH FORK.Al£ 154 o+85.46 91.73 1.2' 17' 2% 93.25 98.96 5.40 4• SE/11::R LATERAL 351./0RTH FORK Al£ 153 1+05.46 91.91 1.2' 11.10' 2% 93.41 99.0f 5.27 4" SE/11::R LATERAL 35 NORTH FORK Al£ 152 1+521.J 9233 1.2 26.93' 2% 94.0J 99.42 5.06 4• SE/11::R LATERAL 35 ORTH FORK Al£ 151 1+84.33 93.59 1.2 26.98' 2% 95.29 100.50 4.88 4• SE/11::R LATERAL 35 'ERAlTA ST. 70 1+91.62 94.23 f.2 15' 2% 95.69 101.12 5.10 4• SE/11::R LATERAL 36 'ERALTA ST. 71 '2+36.19 96.06 f.2' 15' 2% 97.52 10297 5.12 4" SE/11::R LATERAL 36 'ERAlTA ST. 72 'J+I0.38 99.58 1.2' 15' 2% 101.04 106.94 5.57 4" SE/11::R LATERAL 37 '/JCK RIDGE Al£ 55 11+49.99 104.32 1.2' 17' 14.07% 101.63 lf3.96 6.00 4• SEM:R LA'/ERAL Jl '/JCK RIDGE Al£ "0 11+74.65 104.91 1.2 fl' 13.93% 108.20 lf4.53 6.00 4• SE/11::R LATERAL 37 VCK RIDGE Al£ 56 11+94.78 105.38 1.2' fl' 13.93% 108.67 115.00 6.00 4• SE/11::R LA'/ERAl 37 "//CK RIDGE Al£ 57 12+38.53 106.41 f.2' fl' 14.40% 109.71 116.0f 6.00 4• SE/11::R LATERAL 37 //CK RIDGE Al£ 49 12+61.58 101.09 1.2' 17'. . 13.73% 110.35 116.68 6.00 4• SEM:R LATERAL Jl VCK RIDGE Al£ '8 · 12+86.55 .. 107.54 1.2 · 17 13.53% 110.77 111.10 6.00 4" SEM:R LATERAL 37 '/JCK RIDGE Al£ 48 13+49.31 109.02 1.2 17' 1.40% 111.JJ 111.66 6.00 4• SE/11::R LATERAL 37 I/CK RIDGE Al£ -19 13+7255 109.57 f.2' . 17' 293% 111.21 117.5-1 6.00 -1• SEM:R LATERAL 37 VCK RIDGE Al£ 47 · 14+01.50 ·. lf0.03 1.2' .. ·17• . · ·2:r 111.53 111.28 5.39 4• SE/11::R LATERAL 37 VCK RIDGE Al£ "0 14+2255 109.82 1.2· 17' 2% /ff.JO 111.04 5.41 4• SEIIER LATERAL 37 VCK RIDGE Al£ 46 14+50.67 109.54 1.2' 17' 2% 1lf.04 116.76 5.39 4• SEM:R LATERAL l---'3.==7 tJCK RIDGE Al£ •f 14+71.20 109.33 1.2· 17' 2% 110.83 116.55 5.39 4• SEM:R LATERAL 37 tJCK RIDGE Al£ 45 15+03.50 109.01 1.2· fl 2% 110.51 116.23 5.39 4• SE/11::R LATERAL 37 tJCK RIDGE Al£ •'2 15+20.87 108.83 f.2' 17' 2% 110.33 116.06 5.40 4• SE/lf'R LATERAL 'Off S/'/E LOTS PER CT 07-03 CAlfTIQN !I CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! DESIGNED BY: K,H, DATE: NOV. 2007 38 Bl/CK RIDGE Al£ 41 17+6229 106.2 1.2' 1, 2% 101.17 113.64 5.54 4• SE'tlER LATERAL 38 Bl/CK RIDGE Al£ 66 17+6-1.29 106.25 1.2' 17' 2% 107.75 113.62 5.54 4• SE/IE/? LATERAL 38 Bl/CK RIDGE Al£ 40 18+09.11 105.80 1.2' 17 2% 107.JO 113.17 5.54 4• SE'tlER LA'fERAl 38 Bl/CK RIOGE Al£ 67 18+11.29 105.78 1.2' 17' 2% 101.28 113.15 5.54 4• SE'tlER LA'/ERAL 38 8/JCK RIDGE Al£ 39 18+59.78 105.14 1.2' 17' 2% 106.64 11272 5.15 4• SE'tlER LATERAL 38 Bl/CK RIOGE Al£ 38 19+0240 104.72 1.2' 17' 2% 106.22 11258 6.03 4• SEM:R LATERAL 38 Bl/CK RIDGE Al£ 68 18+69.99 105.04 1.2' l/ 2% 106.54 11256 5.69 4• SEM:R LA'/ERAl · 38 Bl/CK RIDGE Al£ 37 19+50.71 104.22 1.2' f, 2% 105.72 11241 6.36 4• SEM:R LATERAL 38 Bl/CK RIOGE Al£ 69 19+58.96 104.14 1.2' fl' 2% 105.64 111.67 5.10 4• SE/11::R LATERAL 38 Bl/CK RIOCE Al£ 36 19+95.88 103.77 1.2' 17' 2% 105.27 11203 6.4.J 4• SEM:R LA'/ERAL 38 Bl/CK RIDGE Al£ 35 20+58.07 103.14 1.2' 17' 2% 104.64 111.71 6.14 4• SEM:R lA'/ERAL 40 FOIJR PEAKS ST. 173 10+58.08 74.81 1.2' 26.90' 10.72% 78.68 86.51 7.50 4· SEM:R LA'/ERAL 40 FOIJR PEAKS ST. 174 10+93.67 15.39 1.2· 18.15 10.45% 18.34 81.04 8.37 4• SEM:R LA'/ERAL 40 FOIJR PEAKS ST. 175 11+43.67 16.17 1.2' 17' 10.20% 78.90 81.15 8.52 4• SE/IE/? LA'/ERAL 40 FOIJR PEAKS ST. 176 11+93.67 76.96 1.2' 17' 11.40% 79.87 88.46 8.59 4• SEM:R LA'/ERAL 40 FOIJR PEAKS ST. 177 12+-11.61 11.80 f.2' fl' 9.60% 80.44 89.23 8.46 4• SEM:R LA'/ERAL f---'40~f1,a:Wii,i'R~PE,aci4;';,KS~S'a-T. __ -1¾1 ?.5;'8_-,,;;13;':+..,,0f.7.J."''5.+--,;'78.;'-;.6;,c,:• tslc";.2,,' ---t----;11-,,'+--"17."'.4o.S'!%;;';,,t-~-"'8.~12."l46:'.c+--9~0."',,:,69 .. J---~1.:c-:9°"0ch4"_,SE.=llf:R=-'l"'A"=TEi=7i'A"-'L~--, 40 FOIJR PEAKS ST. 179 13+54.67 81.85 1.2' 17' 8.10% 84.27 93.39 8.19 4• SEM:R LATERAL 40 FOIJR PEAKS ST. 51 13+61.89 8233 1.2' fl 26.53% 87.51 93.84 6.00 4• SE/11::R LA'/ERAL 40 FOIJR PEAKS ST. 52 14+36.04 81.26 1.2' 17' 24.53% 92.14 98.47 6.00 4• SEM:R LATERAL 40 FOIJR PEAKS ST. •1 10+41.26 14.59 1.2 23.50 18.42% 19.15 86.08 6.00 4• SEllfJ/ LA'/ERAL -10 ALANOER CT. '2 9+82.04 14. 17 1.2' 26.78 15.42% 79. 19 85.52 6.00 4• SEM:R LATERAL 40 ALANOER CT. '3 10+21.38 73.68 f.2' 20.23 20.41% 78.60 84.93 6.00 4• SEM'R LA'/ERAL 41 FOIJR PEAKS ST. 53 15+18.70 9275 1.2' 17' 2240% 91.Jf 103.64 6.00 4• SEM:R LATERAL 41 FOIJR PEAKS ST. 54 15+71.40 96.25 1.2' 18.26' 29.00% 100.60 106.93 6.00 -1• SEIIER LAlERAl 41 FOIJR PEAKS ST. 1 fl+OJ.41 10284 1.2' 11.4.J 32.13% 108.86 115.19 6.00 4• SEM'R LATERAL 41 FOIJR PEAKS ST. 2 17+70.85 105.08 1.2' f, 4207% 11259 118.92 6.00 4• SEM:R LA'/ERAL 41 FOIJR PEAKS ST. J 18+8290 108.7; 1.2' 17' 31.07% 114.58 120.91 6.00 4• SEM:R LA'/ERAL -11 FOIJR PEAKS ST. 4 19+16.99 111.18 1.2' 17' 16.93% 115.52 121.85 6.00 4• SEM'R LA'/ERAL 42 FOIJR PEAKS ST. 5 20f29.79 112.76 1.2' 17' 13.93% 116.05 12238 6.00 4• SEM'R LA'/ERAl 42 FOIJR PEAKS ST. 6 20f81.9f 113.46 1.2' 17' 13.13% /16.63 12296 6.00 4• SEM'R LA'/ERAl 42 FOIJR PEAKS ST. 7 21+30.12 113.97 1.2' fl' 12.60% 117.06 123.39 6.00 4• 5£/IER LA'/ERAL 42 FOIJR PEAKS ST. 8 21+19.26 114.56 1.2' 17' 11.93% 117.55 123.88 6.00 4• 5£/IER LA'/ERAL 42 FOIJR PEAKS ST. 9 22+45.78 115.37 1.2' fl' 11.00% 118.22 124.55 6.00 4• 5£111::R LA'/ERAL 42 FOIJR PEAKS ST. 10 23+31.-16 116.61 1.2' 11 8.87% 119.14 125.47 6.00 4" SEM:R LATERAL 42 FOIJR PEAKS ST. If 23+85.-16 111.09 1.2' fl' 8.87% 119.62 125.95 6.00 4" SE/11::R LA'/ERAL 42 FOIJR PEAKS ST. 12 2-1+35.-16 111.60 1.2' 17' 8.87% 120.13 126.45 6.00 4• SEllfJ/ LATERAL 42 FOIJR PEAKS ST. 13 24+95.12 118.18 f.2' fl' 8.93% 120.72 121.05 6.00 -1• SEM:R LA'/ERAL 42 FOIJR PEAKS ST. 14 25+61.35 118.85 1.2' 17' 8.87% 121.38 121.71 6.00 4• SEM:R LA'/ERAL 42 FOIJR PEAKS ST. 15 26+30.26 119.54 1.2' fl' 8.87% 122.07 128.40 6.00 4• 5£/IER LA'/ERAL 42 FOIJR PEAKS ST. 16 26+90,51 120,,. 1.2' 11 1.20% 122.68 129.01 6.00 4• SEM:R LA'/ERAL 4.J FOIJR PEAKS ST. 17 27+49.22 121.10 1.2' 17' 6.40% 123.26 129.59 6.00 4• SEM:R LA'/ERAL 4.J FOIJR PEAKS ST. 18 21+96.22 121.16 f.2' 17' 5.20% 123.74 130.07 6.00 4• 5£/IER LA'/ERAL 4.J FOIJR PEAKS ST. 19 28+66.53 122.9. 1.2' 18.62' 2% 124.48 130.77 5.96 4• SEM:R LATERAL 4.J FOIJR PEAKS ST. 20 29+56.91 124. 19 f.2' 14. 12' 2% 125.63 131.68 5. 71 4• SEM:R LA '/ERAl 4.J FOIJR PEAKS ST. 21 29+99.80 124.71 1.2' 19' 2% 126.JO 132lf 5.48 4• SE/11::R LA'/ERAL 4.J FOIJR PEAKS ST. 22 30+61.60 123.42 1.2' 11.16' 5.58% 125.50 131.83 6.00 4• SEM:R LATERAL 4.J FOIJR PEAKS ST. 23 30+94.12 12205 1.2' f 7' 10. 73% 124.86 131.19 6.00 4' SEIW::R LATERAL 4.J FOIJR PEAKS ST. 24 31+69.lf 111.66 1.2' 17' 24.00, 12246 128.79 6.00 4• SE/11::R LATERAL 4.J F(){IR PEAKS ST. 25 32+40-17 113.50 1.2' 17' 36.07, 120.11 126.44 6.00 4• SEM:R LATERAL 45 MASTODON CT. 34 9+96.91 114.41 1.2' 42.95' 7.16% 118.54 124.87 6.00 4• SE/11::R lA'/ERAL 45 MASTODON CT. 74 1o+46.99 113.60 f.2' 24.01' 11.54% 117.34 123.67 6.00 4• 5£111::R LA'/ERAl 45 MASTOOON CT. 33 10+4233 113.68 1.2' 31.28' 9.70% 117.72 124.05 6.00 4• 5£111::R LA'/ERAL 45 MASTODON CT. 75 1o+90.21 11249 1.2' 18.02' 20.10% 116.91 123.24 6.00 -1• SE/11::R LA'/ERAl 45 MASTODON CT. 76 ff+J0.86 110.86 1.2' 18' 21.25% 116.42 12275 6.00 -1• SE/11::R LA'/ERAL 45 MASTODON CT. 32 11+10.24 111.69 1.2' 19.66' 21.52% 116.69 123.02 6.00 -1• SEM:R LA'/ERAl 45 MASlOOON CT. 77 11+78.99 108.94 1.2' 18' 28.44% 114.69 121.02 6.00 4• SEWER LA'/ERAL 45 AfASTOOON CT. 31 l1+91.06 108.21 1.2' 18' 28.00X 113.89 120.22 6.00 4• SE/11::R LATERAL 45 AfASlOOON CT. 78 12+3239 106.80 1.2' 18' 21.00% 11232 118.65 6.00 4• SE/11::R LATERAL 45 MASTOOON CT. JO 12+5206 106.01 1.2' 18 26.50% 111.45 111.78 6.00 4• SEWER LA'/ERAL 45 MASTOOON CT. 79 12+81.39 104.55 1.2' 18' 25.88% 109.89 116.22 6.00 4• SE/11::R LA'/ERAL 45 AfASTOOON CT. 29 13+01.06 103.65 1.2' 18' 26.06% 109.02 115.35 6.00 4• SE/11::R LATERAL 45 AfASTOOON CT. 80 13+41.39 10206 f.2' 18' 20.88% 107.50 113.83 6,00 4· SEIW::R LATERAL 45 MASTOOON CT. 28 13+6206 101.11 f.2' 18' 26.69% 106.58 11291 6.00 4• SEM:R LATERAL 45 MASTODON CT. 81 13+95.39 99.58 f.2' 18' 27.06% 105.11 111.44 6.00 4• SE/11::R LA'/ERAL 45 MASTODON CT. 27 13+14.85 100.52 f.2' 18' 26.88% 106.02 11235 6.00 4• SEM:R LA'/ERAL 45 MASTODON CT. 82 14+31.18 91.66 1.2' 18' 21.88% 103.32 109.65 6.00 4• SEM:R LA'/ERAL 45 MASTODON CT. 83 14+9224 95.12 f.2' 18' 32.38% 101.50 101.83 6.00 4• SEM:R LA '/ERAl 45 MASTOOON CT. 13 10+0284 114.31 1.2' 3279' 1.70% 111.88 124.21 6.00 4• SEIW::R LA'/ERAL 46 MASTOOON CT. 26 14+11.02 96.10 f.2' 18' 9.50% 98.82 101.49 8.67 4• SE/11::R LATERAL 46 MASlOOON CT. 84 16+04.11 93.66 1.2' 18' 35. fJX 100.=• 106.81 6.00 4• SE/11::R LATERAL 46 MASTODON CT. 88 16+28.35 94.2.' 1.2' 29.22' 25.83% 102 4. 108.76 6.00 4• SE/11::R LA TERAl 46 MASlOOON CT. 85 16+51.83 94.78 f.2' 18' 36.13% 101.76 108.09 6.00 4• SE/11::R LATERAL 46 MASTODON CT. 87 16+96.91 95.83 1.2' 51.62' 1237% 103.91 110.24 6.00 4• SE/11::R LA'/ERAL 47 BERGEN PEAK Pl. 223 11+2241 8245 1.2' 18' 21.81% 81.14 93.47 6.00 4• SEWER LATERAL -17 BERGEN PEAK Pl. 222 11+69.15 80,.,,,1.2' 18' 25.63% 85.65 91.98 6.00 4• SEM:R LA'/ERAL 47 BERGEN PEAK Pl. 198 11+51.83 80.86 f.2' 18' 24.88% 86.04 9237 6.00 4• SEM:R LATERAL 47 BERGEN PEAK PL 221 12+20.10 18.02 f.2' 18' 29.50% 83.94 90.27 6.00 4• SEM:R LATERAL 41 BERGEN PEAK PL 199 12+40-77 11.11 1.2' 18' Jf.00% 83.27 89.60 6.00 4• SE/11::R LATERAL 47 BERGEN PEAK Pl. 220 12+14.10 16.09 1.2' 18 30.44% 82.16 88.49 6.00 4• SE/11::R LATERAL 47 BERGEN PEAK Pl. 200 12+94.77 15.59 f.2' 18' 29.25% 81.47 81.80 6.00 -1• SEIW::R LA'/ERAL 47 BERGEN PEAK Pl. 219 fJ+Jf.20 14.1. 1.2' 18' 21.00% 80.25 86.58 6.00 4• SEM:R LA'/ERAl 47 BERGEN PEAK PL 201 13+51.17 14.24 1,2' 18' 26.00X 79.60 85.93 6.00 4• SEM:R LATERAL 47 BERGEN PEAK Pl. 218 13+81.62 13.5. 1.2' 18' 25.38% 18.19 85.12 6.00 4" SEM:R LA'/ERAL 48 BERGEN PEAK Pl. 202 14+06.33 72.94 1.2' 18' 25.8/X 18.27 84.60 6.00 4• SEM:R LA'/ERAl 48 BERGEN PEAK Pl. 217 14+35.22 12.25 1.2' 18' 27.25% 71.81 84.14 6.00 4• SEM:R LA '/ERAL 48 BERGEN PEAK Pl. 203 14+64.55 11.55 1.2" 18' 29.25% 11.43 83.76 6.00 ,1• SE/IER LATERAL 'Off S/'/E LOTS PER CT 07-03 "AS-BUILT " BENCHMARK: NOTE!! DRAWN BY: C.F., B.W., J.S.SCALE: ----/_, t•/}~ o;; ,- PROJECT MGR.· G.0. JOB NO.: 01-1014 • ~ I Y z e,,,.h,2o/, DESCRIPTION: STANOARO M-10 STREET CENTERUNE M'll MONUMENT f----------------, P.E. 3Z.O'lf/ EXP. 12illt//'.' OATE -···---________ L_ s:;\ESET CITY OF CARLSBAD ,) ENGINEERING DEPARTMENT StwEH LATERAL DA TA HOB£HTSON RANCH PA I~ 17 ct 18 f C.T. 04-28 , • APPROVED BY: DAVID A. 'f°JER 1 ~ J/!I @g ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE IJSED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 2710 Loker Avenue West Suite 100 Carlsbad, Colifornio 92010 760-931-7700 Fax: 760-931~8680 www.odayconsultants.com Civ!I Englneerfng Planning Processing Surveying ENGINEER OF WORK: LOCATION: CENTERUNE OF El CAI.I/NO REAL AT ENGINEER'S STATION 454+92 · PER R.S 1800-f RECORD FROM: CO/JNTY BENCH LEVELS {NO. COUNTY VERT. . · DEPUTY CITY ENGINEER PE 33081 EXP.06/30/08 DA,TE 1;,;11A~rP.iA~~iC1 tl~~.(~f)f. !Z11E:•-~ Vl:~l,,:;;;,,s i1ii:D~-£]~~· -:::i,-,;, •11.1B.IIBF•~~;:;l~q~7 si::nu..;-~///Z7J,. iCi~.:;;: .r=::==t====j====j~ni£1.z~,;;/~~~1]G.~-\)~f'Ll ;:;;:;;:;:::;:;;===~;=========~===~ r " ·"' DWN BY: -~-PROJECT NO. DRAWING NO. D,.1E u--lTIAL DA1E INITIAL DA1E INITIAL CHKD BY: GVP utORCi!. O'DAY ,., RCE: 32014 , !~SPECTOR CONTROL DATA) ELEVATION: 68.479 OAllJI./: N. V.C.O. OF 1(129 ENGINEER Of WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL RVWb BY: ,Jl,~ C. T. 04-26 453-8 G: \011014\01148155.dwg Jan 17, 2008 B: 43pm 'ir<>fo· rl1141'cl 011309 '..' ) i:•, .......... .,/ C 01 :E 01 C) s. .i::,. 01 01 00 Cf) 00 SEWER LATERAL DATA SHEET H STREET UNIT # STATION IE O MAIN DROP TO LENGTH SLOPE % LAT. IE OTC TC ELEV LAT. DEPTH REMARKS MAIN TO CURB 0 TC (FEET) 48 BERr=, PEAK Pl. 204 15+14.55 11.2. 1.2' 18' 21.19% 16.18 83./1 6.00 4• SEHE'fl LATERAL 48 BERGEN PEAK PL 216 15+52.01 11.85 1.2' 18' 20.25% 16.29 82.62 6.00 4• SEHE'fl LA TERAl 48 BERGEN PEAK PL. 205 15+55.01 11.90 1.2' 18' 19.75% 16.26 82.59 6.00 4~ SEHE'fl LATERAL 48 BERGEN PEAK PL 215 l5+91.89 1261 1.2' 18' 14.63% 16.15 82.48 6.00 4," SEIIE'R LATERAL 48 BERGEN PEAK PL 206 16+05.65 12.1 /,2' 18' 14.19% 16.21 82.54 6.00 4• SEHE'R LATERAL 48 BERGEN PEAK Pl. 214 16+35.11 13.2 1.2' 18' 1294% 16.51 8284 6.00 4~ SEIIE'R LATERAL 48 BERGEN PEAK PL. 213 11+08.94 14,8, 1.2· 18' 7.15% 11.24 83.51 6.00 4• SEIIE'R LATERAL 48 BERGEN PEAK PL 201 11+25.26 15.2. 1.2' 19.88' 5.98% 11.41 83.80 6.00 4• SEIIE'R LATERAL 48 BERGEN PEAK Pl. 212 11+4ll.26 15.5 1.2' 18' 4.88% 11.55 83.88 6.00 4• SEHE'fl LATERAL 48 BERGEN PEAK PL 208 11+10.52 16.31 1.2' 35.76' 2X 18.15 84.03 5.93 4," SEIIE'R LATERAL 48 BERGEN PEAK PL 211 11+87.81 16.7. 1.2' 18' 2% 18.22 84.35 5.80 4." SE/lf'R LATERAL 48 BERGEN PEAK Pl. 210 l8+30.34 17.1. 1.2' 16. 16' 2% 19.25 85.08 5.50 4.• SEIIE'R LATERAL 48 BERGEN PEAK PL. 209 l8+13.06 77.,1• 1.2' 58.31' 2% 19.66 85.51 5.52 4• SEIIE'R LATERAL 50 GI.EN AVE 261 25+39.35 1261 1.2· 17' 15.01% 16.07 82.40 6.00 4• SEIIE'R LATERAL 50 GI.EN AVE 229 25+48.54 12.41 1.2' 17' 15.41% 15.93 8226 6.00 4.• SEHE'R LATERAL 50 GI.EN AVE 260 25+88./2 11.5, 1.2' 17' 16.93% 75.31 81.64 6.00 4.• SEHE'R LATERAL 50 GI.EN AVE 259 26+35.19 10.,,· 1.2' 1~ 18.13% 14.56 80.89 6.00 4," SEHE'R LATERAL 50 GI.EN AVE 230 26+33.31 10.61 1.2' 17' 18.61% 74,60 80.93 6.00 4." SEHE'fl LATERAL 50 GI.EN AVE 258 26+84.14 69." 1.2' 17' 20.53% 13.80 80.13 6.00 4• SEIIE'R LATERAL 50 GI.EN AVE 231 26+86.14 69.-< 1.2' 17' 20.60% 13.17 80.10 6.00 4,' SEHE'fl LATERAL 50 GLEN AVE 251 21+34.81 68.4 1.2 17' 22.40% 13.00 19.33 6.00 4: SEHE'R LATERAL 50 GLEN AVE 232 21+32.81 68.• 1.2' 17' 22.33% 13.03 19.36 6.00 4," SEIIE'R LATERAL 50 GI.EN AVE 256 21+19.11 67.5, 1.2' 17' 24.01% 12.31 18.64 6.00 4,' SEIIE'R LATERAL 50 GI.EN AVE 233 27+83.f,f. 67.41 1.2' 17' 24.21% 12.25 18.58 6.00 4• SEHE'R LATERAL 50 GI.EN AVE 234 28+27.69 66.4' 1.2' 17' 26.33% 11.61 17.94 6.00 4• SEHE'R LATERAL 50 GI.EN AVE 255 28+97.93 66.65 1.2' 17' 20.40% 70.91 17.24 6.00 4• SEIIE'R LATERAL 50 Gilli AVE 235 28+13.89 66.55 1.2' 17' 22.67% 71.15 17.48 6.00 4• SEHE'R LATERAL 51 GI.EN AVE 236 29+33.14 66.19 1.2' 17' 17.13% 70.56 16.89 6.00 4• SE/lf'R LATERAL 51 GI.EN AVE 254 29+64.4.J 66.92 1.2· 17' 14.13% 70.24 16.51 6.00 4~ SEHE'R LATERAL 51 GI.EN AVE 237 29+70.35 66.94 1.2' 17' 13.60% 10.18 76.51 6.00 4• SEIIE'R LATERAL 51 Gilli AVE 253 30+19.24 67.13 1.2· 17' 9.07% 69.69 16.02 6.00 4• SEIIE'R LATERAL 51 GI.EN AVE 252 30-f69.22 61.51 1.2' 11.29' 3.14% 69.19 15.52 6.00 4• SEHE'R LATERAL 51 Gilli AVE 238 30+94.44 67.61 1.2' 18' 2% 69./3 15.21 5.81 4~ SEHE'fl LATERAL 51 GI.EN AVE 251"" 31+19.26 67.71 1.2' 18' 2% 69.23 15.03 5.41 4~ SEHE'fl LATERAL " 51 GI.EN AVE 250 # 31+33.26 61.1. I.I!' U' /8' 2% 69.29 14.91 5.35 4~ SEHE'fl LATERAL 51 GI.EN AVE 239 31+43.49 61.81 1.2' 18' 2% 69.33 14.95 5.29 4~ SEHE'f/ LATERAL * 51 GI.EN AVE 249"" 31+83.26 61.9 r,,,.,.,, l.f' 18' 2% 69.49 15.13 5.31 4• SEHE'fl LATERAL "' 51 GI.EN AVE· 240 31+18.70 67.9! 1.2' /8' 2% 69.47 15.09 5.29 ,r SEHE'f/ LATERAL 51 GI.EN AVE 241 32+29.4.5 68.39 /.2' /8' 2% 69.91 15.11 5.53 4; SEHE'fl LATERAL 51 Gilli AVE 248>n 32+33.22 68.# !.2' 18' 2% 69.96 75.83 5.54 4 • SEHE'fl LA TER AL 51 GI.EN AVE 242 32+82.4.5 69.18 1.2 18' 2% 70.70 76.56 5.53 '4" SEHE'fl LATERAL 51 GI.EN AVE 241>¥ 32+86,22 69.24 1.2· 18' 2% 10.76 16.63 5.54 4• SEHE'fl LATERAL ' 51 GI.EN AVE 24.J 33+35.4.5 69.91 1.2' 26.94' 2% 11.68 17.32 5.31 4• SEHE'fl LATERAL 51 Gilli AVE 246 ~~ 33+38.62 70.02 1.2' 21.87' 2% 11.74 17.38 5.31 4• SEHE'fl LATERAL 51 GI.EN AVE 2## 33+82.04 10.68 1,2' 37.80' 2% 72.60 18.21 5.28 4• SE/lf'R LATERAL 51 GI.EN AVE 245n 33+89.09 10.11 1.2' 36.41' 2X 1261 18.35 5.35 4• SEHE'fl LATERAL 5. ARAPAHO PL 265 IO-f25.01 68.16 1.2' 32.21' 2% 70.56 75.93 5.04 4• SEHE'fl LATERAL . 52 ARAPAHO Pl. 304 10+01.51 68.94 1.2· 41.78' 2% 10.94 76.49 5.22 4• SEHE'fl LATERAL 52 ARAPAHO PL 303 l0+09.51 68.92 1.2' 37.33' 2% 70.83 76.17 5.01 4." SEHE'R LATERAL 5. ARAPAHO Pl. 266 10+75.04 68.26 1.2 18.15' 2% 69.80 15.26 5.13 4• SE/lf'R LATERAL '/ 5. ARAPAHO Pl. 302 10+81.85 68./9 1.2' 18. 15' 2% 69.11 15.17 5.13 4• SEHE'fl LATERAL 5. ARAPAHO PL. 261 11+25.01 61.76 1.2· 18' 2% 69.28 14.13 5.12 4• SEHE'fl LATERAL / 5. ARAPAHO Pl. 301 11+21.01 61.14 1.2· 18' 2% 69.26 14.71 5.12 4• SEHE'fl LATERAL I 52 ARAPAHO Pl. 268 11+75.01 67.26 1.2' 18' 2% 68.78 74.23 5.12 4." SEHE'fl LATERAL I 5; ARAPAHO Pl. 300 11+81.85 61.19 1.2· 18' 2% 68.11 74.16 5.12 4• SEHE'R LATERAL , 5; ARAPAHO Pl. 269 l2+16.25 66.85 f.2' 18' 2% 68.31 73.82 5.12 4• SEHE'fl LATERAL 5. ARAPAHO PL. 299 12+30.66 66.59 1.2 /8' 2% 68./1 73.67 5.23 4" SEHE'fl LATERAL 5. ARAPAHO PL. 270 12+82.38 66.39 1.2· 18' 2% 61.91 73.16 4.92 4• SEWER LATERAL 52 ARAPAHO PL. 298 12+77.38 66.41 1.2' 18' 2% 61.93 13.21 4.95 4." SE/lf'R LATERAL 5; ARAPAHO PL 211 13+24.84 66.22 1.2· 18' 2% 61.14 12.71 4.70 4• SEHE'fl LATERAL ,// 52 ARAPAHO Pl. 291 13+22.84 66.2. t.;f,"' 0.9' 18' 2% 67.75 12.18 4.10 4• SEHE'fl LATERAL 5; ARAPAHO PL 212 13+53.00 66./1 1,2~ -18' 2% 61.63 12.17 4.81 4~ SEHE'fl LATERAL :t 52 ARAPAHO PL 296 13+61.59 66.0, f.2' 1.f' 18' 2% 61.59 12.83 4.91 4~ SEHE'fl LATERAL 5. ARAPAHO PL. 273 14+03.00 65.91 1.2· 18' 2% 67.4.J 13.26 5.50 4 • SE/lf'R LATERAL • 5. ARAPAHO Pl. 295 14+18.00 65.85 1.2· 18' 2% 61.31 13.42 5.72 4• SEHE'R LATERAL I 5. ARAPAHO Pl. 274 14+84.29 65.40 1.2' 10.63' 2% 66.11 73.24 6.14 4• SEHE'fl LATERAL ' 5. ARAPAHO Pl. 294 14+19.30 65.42 1.2· 16.18' 2% 66.90 13.33 6.10 4• SEHE'fl LATERAL 5. ARAPAHO Pl. 275 15+99.37 64.75 1.2' 15. 10' 2% 66.21 12.07 5.53 4• SEHE'fl LATERAL 5. ARAPAHO Pl. 293 16+29.31 64.79 1.2· 19.26' 2% 66.34 11.71 5.10 4• SEHE'fl LATERAL 5. ARAPAHO PL 276 16+68.66 64.29 1.2' 18' 2% 65.81 71.39 5.25 4• SEHE'f/ LATERAL ! ARAPAHO PL 277 16+82.66 · 64.24 1.2' 18' 2% 65.16 71.32 5.23 4~ SEHE'fl LATERAL . ' • ARAPAHO PL 292 16+13.66 64.21 1.2' 18' 2% 65.19 71.35 5.23 4• SEHE'fl LATERAL 1.2· 18' 4~ SE/lf'R LATERAL 5. ARAPAHO PL &1 11+18.79 64.09 2% 65.61 11.4.5 5.51 'AHJ.PAH(r'Pf:-'--'7+J5.2J ,, 1.2· 18' --2!? --~: ------,Ml. 5J< 4,•-w LATERAL ·~ ., ARAPAHO PL. 219 l7+82.66 64.29 '·" 18' 2% 72.09 5.95 r ~ i, 5. ARAPAHO Pl. 290 I 7f-?1, i; ''f. o/'f 1.2' 18' 2% c,-rt 1i.,3 o.'lo/ 4• SEWER LATERAL -~ 11ARAPAHO PL. 289 l8+91.37 .---64.61 1.2' -'-~---'~"-2% •. ;;#>...,._--. 66.19 12..47· -5.95. r SE/l!R-Ml£8AL , !1 nAKAHAHO-f?L. ... _,,,,.,r~"""t 28v l8+3Z6o o4"79 1.-r· . ,_,,....,;,:• 18' -. .. .._.~g-66.-" ........ 7259 ---·5J;5 '4"~" WER LATERAL -~: ARAPAHO PL. 288 18+15.29 65.21 1.2· 18' 2% 66.13 13.01 5.95 4• SEWER LATERAL ,, ARAPAHO PL 281 18+82.14 65.29 1,2' 18' 2% 66.81 13.09 5.95 4• SEIIE'R LATERAL ~ ARAPAHO Pl. 287 19+24.37 65.70 1.2' 18' 2% 67.22 13.50 5.95 4.' SEWER LATERAL " ARAPAHO PL 282 19+324.5 65.19 1.2' 18' 2% 67.31 13.58 5.94 4~ SEWER LATERAL .'1. ARAPAHO PL. 283 19+82.78 66.29 1.2' 18' 2% 67.81 14.09 5.95 4• SEIIE'R LATERAL ., ARAPAHO Pl. 286 l9+98.78 66,4.5 f.2' 22.25' 2% 68.06 14.# 6,05 4~ SEWER LATERAL 5. ARAPAHO PL. 284 2o+33.63 66,80 1.2' 18' 2%. 68.32 14.60 5.95 4~ SEWER LATERAL ., ARAPAHO PL 285 20+83.95 67.30 1.2' 11.10' 2% 68.81 75.11 6.03 4• SEWER LATERAL .. S,WO CUSH/CN 8£Tdf:EN SE',/£1( LA WW. ANO WA 70? MAIN WlfliRE a£AR,4NC£ IS <1' . CAfJTlQN II CONll?ACTOR TO VERIFY THE EXACT LOCATION OF EXISllNG Ulll/TIES IN . THE FIELD PRIOR TO CONSTRUCTION! . "AS-BUILT " 'Z~T2TS DESIGNED BY: KH DATE: NOV. 2007 '?'i'-ofESS/~ ,-DRAWN BY: C.F., B,W., J.S. SCALE: -Qt0l' -dv?~ J;... 1.r. eor, NOlf!! ~'t'J,~GE Oo-1, <' «:: ,._ ~ 1, PROJECT MGR.· G.O. JOB NO.: 01-1014 ELECTRONIC DA TA RLES ARE FOR REFERENCE ,.,, -. P.E. JZO/l{ EX;--:,o//~ D;TE 0 NO. 32014 Fi ONLY ANO ARE NOT TO BE USED FOR \,! EXP. 12/31/0B !;;J 2710 Loker Avenue We~t Civil Engineering ENGINEER OF WORK: HORIZONTAL OR VERllCAL SURVEY CONTROL. Suite 100 Planning R';t;;JBY: * * Carlsbad, Callfornio 92010 Processing t¼~ '1'qll C/VI\. #"' 760-931-7700 Surveying )-J.,..~,f,<._ d f7,,.,,, s/2./,~ DATE:J.,. as; e>,t; a Fox: 760-931-8680 (' OF CALl~Cl (/ 32014 ' www.odoyconsullants.com GEORGt O'DAY RCE: INSPECTOR DATE ' - - BENCHMARK: DESCRIPTION: STANOARO 1,1-10 STREET CENTERLINE llf'll MONUMENT - LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER's STA 170N 454+92 ,, ' PER R.S 1800-1 lt/t"tce la.(P.. /1\R,-,,,.s ~ ,rl, 7.•• <~w1ro. uIr110,n1. ~,~,, 11/7,5/c,e GivP RECORD FROM: COUNTY BENCH LE'tELS (NO. COUNTY VERT. 'DATE CINITIAL DATE INITIAL DATE INITIAL CONTROL OA TA) REVISION DESCRIPTION ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL ELEVATION: 68.419 OATUI.I: N. V.G.O. OF 1929 G:\011014\0114Gl56,dwg Jon 17, 2008 5:08pm v __ _, __ n< 1 A"' ---------------------- --------------------------- I [ 556T [ CITY OF CARISBAD I s58Ts [ ENGINEERING DEPARTMENT SEWEii LATERAL DATA ROBERTSON RANCH PA 16, 17 tt 18 c.r. l>l-26 APPROVED BY: DAVID A/✓-'t~S_? ~ $/J'("e DEPUTY CITY ENGINEER PE33081 EXP.06/30/08 DAT. OWN BY: PROJECT NO. DRAWING NO. CHKD BY· GVP C. T. 04-26 453-8. RVWD BY: JLR ' _., -· 3 \I 'J i I \ I I C (JI ::E en c:, a .i:,. (JI (JI 00 w 00 7 46 " qd . I \ -- \ 45 ' PARKING ANY TIME 8 lt:!QJ PARKING ANY TIME i----... I END I R26 (CA) R81 B (CA) L1 4 \\ ---- \ --I " 24"x30" R4-7 ◊ N 1(CA) 9 . 44 24"x30" ., R4-7 ◊ N 1 (CA) • \ . / ~ PARKING ANY TIME I BEGIN I R26 (CA) I R81A (CA) I 310 H.O.A. o.s. 306 - RECREATION AREA 24"x30" R4-7 ◊ N 1 (CA) . PLAN: FOUR PEAKS STREET ~ 1\ SCALf: ,. = 20' ~06 RECREATION AREA 43 I I -q 24"x30" ., R4-7 ◊ N 1(CA) <1 a I I 10 42 4 t!2l PARKING ANY TIME I BEGIN I R26 (CA) R81 A (CA) I lt:!QJ PARKING ANY TIME I BEGIN I R26 (CA) R81A (CA) I 11 \'\ -- ---- 4 PARKING ANY TIME - 12 • 41 \\ ------ --------=-; \ L1 I . . . <1 ~ V I END I R26 (CA) R81B (CA) 61 60 CAI/DON!! CONTRACTOR TO VERIFY THE EXACT LQCA llON OF EX!SllNG UllllllES IN THE FIELD PRIOR TO CONSTRUCllON! NOTE!! ELEC"/RON/C DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CON"/ROL. PARKING ANY TIME 62 I BEGIN I R26 (CA) R81 A (CA) 307 63 RE CREA 1/ON AREA 65 64 PLAN: BUOK RIDGE AVENUE 271 O Loker Avenue West Suite 100 Carlsbad, Collfornla 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultonls.com SCA[,£: , • = 20' DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT " • 1· = 20' h_.,, DRAWN BY: C.F., B.W .• J.S. SCALE.~~~-,A 1/) .-.--, 1 ,-,_,, J , • V vri-,__,..,.. •, ._w • PROJECT MGR: G.0. JOB NO.: 01 1014 U 1-----~---------1 P.E. 3ZOl'i . EXP. 12;h:llt:J DATE Clvll En11neering Planning_ Processi.ng Surveyin§J ENGINEER OF WORK: RCE: 32014 DATE - -'!. ~ - ~ '" 66 BENCHMARK: DESCRIPTION: STANOARO 1.1-10 Sll?EET CENTERLINE ~ll MONUMENT LOCATION: CENTERUNE OF EL CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH L£V£l.S (NO. COUNTY '£RT. . CONll?OL OA TA} , ELEVATION: 68.419 OATVM: N. V.G.O. OF 1929 ----~---I DA1E INITIAL DA1E INITIAL DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL Cll'r' APPROVAL G: \011014\0114GIQ7.dwg Jon 17, 2008 1: ?Opni v~,.fo• {\11 Alcl• n11 A,-,.,fr• ('111,t,.,....,,,m• n11 ,lh.,f~• f\11 Ahmnr. - - -_J,. --- / o' 20' ----10 40' SCALE: 1 • = 20' SHEET 57 CITY OF CARISBAD I SH5E8ETS I ENGINEERING DEPARlMENT STRIPING ANO SIGNING PLANS FOR: ROBERTSON RANCH PA 16, 17 tf 18 OWN BY: __ _ CHKD BY: GVP RVWD BY: JL&, PROJECT NO. C.T. 04-26 c.r. {H-26 DRAWING NO. 453-8 .. '¾ ~~ 1•/ ___ ,/ C 01 ::E --,J C') S..i:.. 01 01 (X) w 00 ,_, I I I I I I I I I ·-•• I NO PARKING ANY TIME BEGIN R26 (CA) R81A (CA) PARKING;!-----.. I ANY TIME END I R26 (CA) R81B (CA) ( -~------------- ---..... ------------------- /-... I / '-..J Dt,,~®' -. , --1--------r-L.J __ J._L_A'NY---r~1 r 1---I r-~ \ \ ----........ 1-1 \ I ----------. ------,;,-r"--z--..., --· ----------------------rmR11!. . . -- ~ ----.._____'-----____ ---1--IYA //---D--~~ 1" TIME BEGIN R26 (CA) R81A (CA) NO PARKING:!--_,., ANY TIME DSN & R1-1 I \ \ \ \ ~~~ I \ \ \ \ PARKING ANY PARKING ANY I I \ ,;::;·~= __>: 'Cc END 1 R26 (CA) R81B (CA) ________________ --,--------\ ~~ CAUllON !! CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXISTlNG Ulll/Tl[S IN THE FIELD PRIOR TO CONSTRUC170N! NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE}(OT TO 8( USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. LEGEND ST!!' INSTALL •s,op• UMIT UNE "' •s,op• lEGENO PER CAlTRANS A24-O &-A24-O (TH/:'.R.M,oPL.Asr,c.) 8 Rf-1 STREET SIGN LOCATIONS SCAL.£• 1 • = 100' , -DESIGNED BY: K.H. DATE: NOV. 2007 "AS-BUILT " BENCHMARK: ~w~ o/~A -:f,r, __ ~ _GE o;,,,:<~ ~~.,, DRAWN BY: C.F .• B.W., J.S.SCALE: 1" = too•· _4 /} /A ,..-,-DESCRIPTION: STANOAROM-fOSTREETCENTERUNE .':!! W -,~ '-~-, PROJECT MGR.· G.O. JOB NO.: 01-1014 • "")' -1 ""1 'Qk ,. 1r;2.t:2/t:. 1/Fll MONVMENT r,, -C O N S ULT N T S 1---------------1 P.E. ~-it EXP. '1e./.r~//1' DATE LOCATION: CENTERUNE OF El CAMINO REAL G NO. 32014 ffl J"-"' T 7 ,--"' AT ENGINEER'S STATION 454+92 ~ EXP. 12/31/0B !;J 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: PER R.S 1800-1 Carlsbad, Colifomta 92010 Processing I o· 100' 50 200' SCALE: 1" = 100' ~ CITY OF CARLSBAD I SHSEBETS I ~====~====t============================j=====t====i=====i===j ~ ENGINEERING DEPARTMENT t----t------i--------------l------1--------1-----1-----1 STRIPING AN!) SIGNING PLANS fOI?: ROBERTSON RANCH PA 16, 17 &-18 C.T. fH-26 APF'ROVED BY: DAVID A. t,7S~ ~ er , -J ;1, o~ DEPUTY CITY ENGINEER PE33081 EXP.06 30 08 DA E * * suit, 100 Plooolng R,E~I iJED BriY:. t~,,•e =~ "'1,,_ c1v11. ~"<' 760-931-7700 sumylog L ,/J ,,,,/..,_). ,_ RECORD FROM: CO/JNTY BENCH LEVELS (Na COUNTY VERT. DATE INITIAL DWN BY: ~-~ PROJECT NO. DRAWING NO. •~ IJF CAl..l~O~'. Fa,: 760-931-8680 L.J<'"'il.L.. 0 (/,../ DATE!jll,i),2~c>$ ~f" CONTROL OATA} REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: GVP -~:'--"--"-'"....,. ______________ _;;;;;;;;, ___ ;;;;;;;••;;w;;.od;;oy;;co;;"';"";;"";;";;·co;;m;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;GE;;;O;;;RG;;;E~O;;'DA;;;X;;;;;;~f;;;;;;;;;;;;;;;;;;;;;;;RC;;E;;;: ~32;;;01;;4~;;1N;;S;;P;;EC;;T;;O;;R;;;;;".,;.;.;.;.;.;.;.;.;,;.:.;.;.;.;.;.:T•E;.;.;.~---E•LEV•A•TIO'."'N•: --,f,-8,./•7'•'9-•0A".'l/J,•llf.•: •N.-,V.•C.•O.l!IOF-f9.•!i•'9--~--~EN~G:IN~EE~R~O~F~WO~R~K~~~~~-_;;;;;;;;;;;;;;;;;;;;;;;;;;;;OTH:;ER:A:PP:R:OV:AL=:C:ITY=A;PP:RO;V:AL=;R;V:WD;,;B:Y:=~=L&====C.;,;T,:, :0:4:;;2:fJ===,f,:;5,:J:;:8:;::J , _A G:\011014\0114Gl58.dwg Jan 17, 2008 1:11pm ~· -~·-~Z~i-.-~ --'-'-"""~----'fr<>fo• ()11,llcl, n11An~h-, f\11 ,t,...,,,-,n, f\11AAC'TQ. 11\11 AQJA O.D i ')"·' ;,: -'· -- 0 01 :E 00 C) Q..i:,. 01 01 00 ~