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HomeMy WebLinkAboutDWG 403-7; CT 01-02; CALAVERA HILLS VILLAGE K; 01-13GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/Ol/SL'f APPROVED DY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE AN'f PORTION OF THE CARLSBAD Mt/NICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CIT'f STANDARDS OR OTHER ADDITIONAL DOC/JMENTS L /STEO HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS M-IEN NON-CONFORMANCE IS 0/SCOVEREO. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-IIK!RI( FROM RESPONS/8/L !TY FOR THE CORRECT/ON OF ERRORS AND OMISSIONS 0/SCOVEREO Ol/RING CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTL 'f Sl/BMI TTEO TO THE Cl TY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOlltRED FOR AN'f •lff)RK IN THE Pl/BL/C RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE Mt/ST BE FILED NAMING THE CIT'f OF CARLSBAD AS AN AOOITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $/,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSl/RANC£ COMPANY Ml/TING TH£ POLICY Mt/ST HAVE A RATING OF "A" ANO A .514 CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING Gl/lOE. 5. NO IIK!RI( SHALL BE C01,N£NCEO UNTIL ALL PERMITS HAVE BEEN OBTAINEO FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REOll/RED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRl/CTEO PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE: PLANS WITHO/JT THE l+f?ITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE: APPROPRIATE SHEET OF THE PLANS AND Tl TLF: SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE: PROPERTY OF THE: Cl TY IIPON BEING SIGNED BY THE Cl TY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-Bl/IL T CONDITIONS sr THE ENGINF:ER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK Br THE CITY. /0. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION. II. /MIER£ TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.- IA/ S/JANARY SHEET, /8/ LABORATORY WORK SHEETS ANO {Cl COMPACTION CURVES, SHALL BE S/JBMITTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NG 8/JSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE Sl/8M/ TTEO TO THE Cl TY ENGINEERING INSPECTOR WITHIN 11+0 ltORKING DAYS OF COMPLETION OF FIELD TESTS. THE MIi TTEN FIELD COMPACTION REPORT/SI SHALL OE //.MEO/A TEL Y SI/BM/ TTEO TO THE CITY ENGINEER/NO INSPECTOR I/PON COMPLETION OF THE FIELD TE:STS. 12. A PRFCQNS'[fl(ICTIQN MEETING SHALL BE HELD AT THE SITE PIIIQII TO [Hf BEGINNING OF ltORK ANO SHALL BE: ATTE:NOED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SIJPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE ltORK. THE: CONTRACTOR SHALL SCHE:Olll£ THE: ME:ETING THROUGH THE PERMIT CLERK /760/ /438-3891/ AT LEAST FIVE/5/ WORKING OAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS Mt/ST BE: AVAILABLE: PRIOR TO SCHE:0/Jl ING. IJ. All INSPECTION RE:0/JESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL 8£ MAO£: BY CALL ING THE ENGINEERING 24-HO/JR INSPE:CTION REOl/E:ST l IN£ AT /760} 438-389/. INSPECTION REQUESTS Ml/ST BE RECE:IVE:O PRIOR TO 2.-00 P.M. LTHE DAY BEFORE THE INSPECTION IS NEEOEO INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YO/I REQUEST OTHERWISE. REQUESTS MAOE AFTER 2.-00 P.M. WILL BE: SCHE:0/JLE:D FOR n+o FULL IM?RK DAYS LATER. 14. THE OWNE:R AND/OR APPL /CANT THRO/JOH THE OE:VELOPE:R AND/OR CONTRACTOR SHALL DE:SIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCll/0/NG SHORING, ANO SHALL BE SOLELY RE:SPONSIBLE: FOR CONFORMING TO ALL LOCAL, STATE: ANO FE:OERAL SAFE:TY ANO HE:Al TH STANDARDS, LAH'.; AND RE:G/JLATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE: SE:CTION 6705 BY SUBMITTING A DE:TA IL PLAN TO THE: CI TY £:NG I NEE:R ANO/OR CONCERNE:O AGE:NCY SHOW/ NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHE:R PROVISIONS TO OE MAOE OF WORKE:R PROTE:CTION FROM THE HAZARD OF CAVING ORO/JNO DI/RING THE EXCAVATION OF Sl/CH TRENCH OR TRENCHES OR DI/RING THE PIPE: INSTALLATION THEREIN. TH IS PLAN Mt/ST BE: PRE:PARE:O FOR ALL TRE:NCHE:S FI VE: FE:E:T I 5 'I OR MORE: IN OE:PTH ANO APPROVED BY THE CI TY ENG I NEER ANO/OR CONCERN£:[) AGENCY PRIOR TO E:XCAVATION. IF THE: PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABL ISHEO BV THE CONSTRIICTION SAFETY ORDERS, Tl TI.L.fl CALIFORNIA AOMINISTRATIVE: COOE THE PLAN SHALL BE PREPARED BY A REGISTE:RE:D E:NGINEE:R AT THE: CONTRACTORS E:XPENSE. A COPY OF THE OSHA EXCAVATION PERMIT Ml/ST BE SUBMITTED TO THE INSPECTOR PRIOR TO E:XCAVATION. /6 .. IF ANY ARCHAEOLO§!CAl RESO/JRCES AR£ 0/SCDVEREO WI THIN ANY WORK ZONE DURING CONSTR/JCTION, OPERATIONS WILL CEASE IWEDIATEI V ANO THE PERMITTEE WILL NOTIFY THE CITY ENOINEE:R. OPERATIONS WILL NOT RE:START UNTIL THE PE:RMITTE:E: HAS RE:CE:IVE:D MIITTEN Al/THOR/TY FROM THE CITY ENGINE:E:R TO 00 SO. IT. All OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLl/0/NG WARMING /JP, REPAIR, ARRIVAL, OEPARTl/RE OR OPE:RATION OF TRUCKS, EARTINOVING E:OUIPME:NT, CONSTRUCTION E:OU!PME:NT ANO ANY OTHER ASSOCIATED GRADING EOUIPMENT SHALL BE LIMITED TO THE PERIOD BET'MEN 7.-00 A.M. ANO SUNSET EACH OAY, MONDAY THRl/ FRIDAY ANO NO EARTHMOVING OR GRADING OPE:RATIONS SHALL BE COND/JCTE:O ON WEEKE:NOS OR HOLIDAYS. {A LIST OF CITY HOL /OAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTE:R. / /8. ALL OFF-SITE: HA/IL ROUTES SHALL BE: Sl/BMITTE:O BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL Df,12 FIJLL WORKING DAYS PIIIOR TO BEGINNING OF WORK. THE: CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE 08 ADJACENT STREETS AS A RESULT or THE GRADING OPE:RATION. /9. NO BLASTING SHALL BE COl,N£NCEO WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF 1/Tll/TY STRUCTURES ANO FACILITIES SHOMI ON THE CONSTR/JCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE: RECORDS. ATTENTION IS CALLE:O TO THE: POSS/OLE: E:X/STENCE: OF OTHER /JTILITY FACIL/TIE:S OR STRUCTURES NOT SHOM/ OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REO/JIRE:O TO TAKE 0/JE PRECAUTIONARY ME:ASURE:S TO PROTE:CT THE: 1/TIL I TIE:S SHOMI ON THE PLANS ANO ANY OTHE:R EXISTING FACILITIES OR STR/JCT/JRES NOT SHOMI. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES IABOVE:GRO/JND ANO /JNOE:RGRO/JNOI WITHIN THE: PROJE:CT SITE Sl/FFICIE:NTLY AHEAD OF THE: CONSTRIICTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FO/JNO THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSE:[) WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFE:CTEO /JTILITY COMPANIE:S {SE:£: BELOW/ AT LEAST n+o Fl/LL WORKING OAYS PRIOR TO STARTING CONSTR/JCT/ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. 1/NOERGROIIND SE:RVICE: ALERT SOGllE PACIFIC BE:LL AOE:LPHIA CABLEVISION CITY OF CARLSBAD ISTREE:TS ANO STORM ORAIN/ CARLSBAD Mt/NICIPAL WATER DISTRICT {SEWER, WATER 8 RECLAIME:O WATE:R/ ©2003 O'Day Consultants, Inc. /-800-422-4/33 /619/696-2000 /800/750-2355 {800/626-6299 / 760/267-377T (T60/8:S9-968/ CARLSBAD TRACT No. 01-02 1fORK TO BE DONE THE IMPROWMENT WORK SHAll BE PERFORMED IN ACCORIJANCE 111TH THE FOllOMNC IJOCl/1,(['NTS, CURRENT AT THE 7ll,ff" OF CONSTRl/ClfON, AS 0/RECTEO BY THE CITY ENGINEER. STREET NOTES I. ACT/JAL STRllCT/JRAL SE:CTIONS WILL BE: DETERMINED AFTER "R" VAL/IE: 2. TE:STS HAVE 8£:E:N CONDUCTED BY A PROFESSIONAL E:NGINE:E:R OF THE STATE: OF CALIFORNIA, PRINCIPALLY DOING Bl/S/NE:SS IN THE: FIELD OF APPLIEO SOIL MECHANICS, ON THE: PRE:PAREO BASEMENT SOIL. THE "R" VALi/£ TESTS ANO THE ENGINE:E:REO STRUCTURAL SECTION WST 8£ Sl/BMITTEO TO THE: ENGINE:E:RING /NSPE:CTOR FOR RE:VIE:W ANO APPROVAL A MINIM/JM OF 7Jl!J /2/ CI TY WORK I NG DA rs BEFORE THE WORK BEG I NS. STRE:E:T LIGHTS SHALL BE /NSTALLE:O AS SHOWN ON THESE: PLANS, /JNDERGRO/JNO CONDI/IT RI/NS, SERVICE POINTS ANO HANO-HOLES SHALL BE: SHOMI ON THE: "AS-Bl//LT" PLANS. NO DIRECT Bl/RIAL STRE:E:T LIGHT FOIINOATIONS WILL BE ALLOWED. ALL LIH.IINA/RES SHALL BE ·cur OFF" TYPE. 3. ALL /JNOE:RGRO/JNO UTILITIES AND LATE:f?ALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF Cl/RBS, CROSS GUTTERS OR SURFACING OF STREE:TS. 4. 5. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRE:TE PIPE WITH A MIN/M/JM 0-LOAD OF 1,350. FOR PRIVATE: STORM ORAIN P/PE:S, /JP TO 15" PVC MAY BE: /JT/L IZEO PROVIOEO DEPTH IS LESS THAN 15 FEET ANO BACKFILLE:O WITH 3/4" ROCK PER SORSO S-4 TYPE: •c• ANO PIPE ME:ETS ASTM STANDARD 3034 FOR SOR 35 SOL/0 WALL PIPE. ROCK BACKFILL SHALL BE: MIAPPE:D WITH MIRAFI 140 OR E:0/JIVALE:NT. M-!ERE AN E:XISTING PIPE LIN£ IS TO BE ABANDONED IT SHALL BE REMOVE:[) WITHIN T'M"NTY FEE:T OF 8/J/LOING OR STRE:E:T ARE:AS AND RE:PLACED WITH PROPERLY COMPACT£:[) SOILS. IN OTHE:R AREAS THE PIPE WILL BE PLl/GGE:O WITH CONCRETE OR REMOVEO AS APPROVED BY THE: CITY ENGINE:E:R, ANO/OR THE: GEOTECHN I CAL ENG I NEER. 6. WHE:ELCHAIR RAMPS SHALL BE INSTALLE:O PER REO/JIREMENTS OF TITLE: 24, CALIFORNIA ADMINISTRATIVE: COO£. T. STREET TREES SHALL BE INSTALLED PER SE:CT/ON IV D.3 OF THE: CITY OF CARLSBAD LANDSCAPE MAN/JAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACE:[) IN THE STRE:ET WI THIN THE: l lMI TS OF WORK OF THIS PLAN PER SORS [)Ill, M/9. 9. All SURVEY MONIIMENTS AND POINTS THAT ARE: DISTURBE:O BY THIS WORK SHALL BE: RE-ESTABLISHEO, PERPETUATED, ANO DOC/IMENTE[) PE:R THE PROFESSIONAL LANO SURVEYORS ACT. /0. 7Jl!J /2/ SETS OF SURVEY /CIJT/ SHE:ETS SHALL 8£ PROVIOE:D TO THE Cl TY £:NG/NEERING INSPECTOR. 1,'l!,'IA'H .NOTES I. ALL SE:WER MA IN ANO APPURTENANCES SHALL 8£: CONSTRUCTED IN ACCORDANCE WITH THE: "CARLSBAD MIJNICIPAL WATER DISTRICT'S SE:WER SYSTEM -DES/ON CRITE:RIA. STANOARO DRAWINGS AND SPE:CIFICAT/ONS", LATE:ST E:0/T/ON, ANO THE: STANOARO SPE:CIFICATIONS FOR Pl/BL/C WORKS CONSTRUCTION, LATEST EOI TION {GREEN BOOK/ 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INO/JSTRIAL SAFE:TY BE:FORE: ANY E:XCAVATION ANO SHALL ADHERE: TO ALL PROVISIONS OF THE STATE: CONSTR/JCT/ON SAFETY OROE:RS. J. 8£:FORE ANY CONNE:CTION TO THE DISTRICT'S EXIST/NO SYSTEM, A PERMIT SHALL BE OBTAINE:D FROM THE: DISTRICT. IT Mt/ST BE SIGNE:0 ANO APPROVED er THE: l)/STRICT·s E:NGINE:E:R ANO Sl/PE:RINTENDENT. 4. BEFORE: CONSTRUCTION BE:G!NS IN ANY Pl/BL IC RIGHT OF WAY, A CITY RIGHT 5. OF WAY PERM/ T SHALL BE REOl/lRED. THE CONTRACTOR SHALL NOTIFY THE: CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BE:GINNING OF CONSTR/JCT/ON. {TELEPHONE: NO. {160} 438-3891/ 'ffATER NOTES I. WA 7ER MAIN AND APPURTENANCcS SHALL Bf CONSTRUCTED IN ACCORDANCE Wl1H 11-IE "CARLSBAD RULES cl: REGULATIONS FOR 11-IE CONSTRUCTION OF POTABLE WATER MAINS CARLSBAD MUNICIPAL WA 7ER DISTIi/Ci, OCTOBER 1993 OR AS AMENDED. 2. 11-IE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE D/"7S/ON OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIRCA TION BEF'ORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STAIE CONSTIIUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL \£S ON EXISTING C.M. W.D. UNES, A PERMIT SHALL BE OB TA/NED FROM 11-IE C.M. W.D. OFRCE AND MUST BE SIGNED AND APPR0\£0 BY DISTIi/CT ENGINEER AND DISTRICT SUPERINTcNDENT. 4. A PRECONSTIIUCTION CONFERENCE MEE11NG SHALL BE HELD A MINIMUM OF 7 DAYS BEF'ORE CONSTIIUCTION BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPAR1MENT (760) 438-3891 FOR SCHEDULING. 5. 11-IE CONTIIACTOR SHALL NOTIFY TIIE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION SO Tl/AT INSPECTION MAY BE PROVIDED (TELEPHONE ND. 760 438-3891) FOR SCHEDULING. 6. NO TREES OR S111UC7URES SHALL BE ALLOv.FD IN TIIE WA1FR LINE EASEMENT, ALL EXISTING TREES AND STRUCTIJRES SHALL BE REMOWD PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WR/TIEN PERMISSION FROM THE DISTIi/CT ENGINEER. T. 8. 9. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PRD1EC7f1) BY MEANS OF CA 1HODIC PRDTcCTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTIIA JES THAT PROTECTION CAN BE PERFORMED IN AN011-/£R MANNER, 11-IE DISTIi/CT ENGINEER WILL CONSIDER AN AL TE:RNA TIVE FORM OF PROTECTION. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MA IERIALS OF TIIE RRE LINE LOCA 7f1) BETWE:EN THE DE/ECTOR CHECK VALW AND BUILDING SHALL BE DETERMINED BY TIIE CITY OF CARLSBAD RRE MARSHAL. AU. RECLAIMED WATER MAINS AND APPURIENANCES SHALL BE: CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMA TIDN RULES AND REGULATIONS FOR THE CONSTIIUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WA 7ER DISTRICT", OCTOBER 1993 OR AS AMENDED. CALA VERA HILLS VILLAGE 'K' DESCRIPTION STORM DRAIN ... - RCP STORA/ DRAIN (18?. . . . • . . . • . . . • . . . HCP STORM DRAIN (24"}. . . . • . . . . . . . • . . . TYPE 'B' CURB INLET W/ "No 0/.IAIPINC" mE. . ••. TYPE 'B-1' CtJR8 INI.ET W/ "No 0/JMPINC• mE. . •. TYPE ,I• STORA/ DRAIN CIEANO/JT . • • • . • . . . . 1,1()/)/F/['/J TYPE "8-6• STORl,f ORAIN. ct.EANOl/T • . . . Hf2E. DWG, NO. • D-60 • .D-60 .D-2• DS-1 . 0-2• OS-1 .0-9 .0-10 SYMBOL . . --- . . - - -~ @ .~ lo I . =mi . ::@= All CI.IRB INLETS SHALL BE PROV10EO 111TH CtJR8 INlET BASKETS ANO HltJROCARBON ABSORPlfON BOON PER st/NTREI TECHNOl.OCIES INC. OR EQUIVALENT AS APPROvf1J BY THE ENGINEER OF IIO'i'II'. QUANTITY 1411 LF 9,f. LF 2 EA 8 EA 9 EA 1 EA OffNER~ CERTIFICATE DECLARA1'/ON OF RESPONSIBLE CHARGE CALA~A HH.1S H, llC A CALIFORNIA l/1,//TEO l/AB/l/TY COl,ff'ANY 2121 HOO~ AVENUE NA lfONAl CITY, CA 91950 (619} 3J6-'3o13 BY: llcJI/I.LIN COl,ff'AN/£:S, llC A OELAWARE,[il/1,f/LL/ABll/TY COl,fPANY ITS: MANACfR • , BY: /( OAT£: BRIAN MILICH ITS: SENIOR 1-fCE PRESTOENT 2-/1'¼~ I BY.· ~ ~ ;ldz4d DON 1,1/ 'ill DA TE: '4/4/ 0?:, ITS: 1-fCE PRESIOENT I HEREBY DECLARE THAT I AM THE £NGIN/IR OF I/ORK FOR THIS PROJECT. THAT I HAW £X£RCIS['f) RESPONSIBLE CHARGE 0~ THE IJ['SIGN ON THE PRo.ECT AS OfflNEO IN SEClfON 6103 OF THE BIJSINESS ANO PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I /JNOE'RSTANIJ THAT THE CHECK OF PRO.ECT DRA llfNCS ANO SPEC/flCA lfONS er THE CITY OF CAR/.SBAO [)()['S NOT REJJEW II£, AS ENGINEER OF ~ OF MY Rf'SPONSIB/lll/ES FOR PRo.ECT OES/CN. O'!JA Y C/JNSIJ/ TANTS, INC. 5900 PASTE/JR COURT, st/IT£ 100 CARLSBAD, CAI/FORNIA 92008 ~~~~h~~::::::=:-OATE:-dltf/,13 KE/ TH W. HANSEN R.C.£ Na 60223 EXP. 6/.10/o4 SIGNING ,t S1'R/PING NOTES: 1. THE CONTRACTOR IS RESPONSIBIE FOR All SIGN/NC ANIJ Sll?IPING. 2 SIGN/NC, STRIP/NC ANIJ PAWMENT MARKINGS SHALL CONFORM TO THE LA TEST CAL ll?ANS TRAmc MAN/JAi., CAL TRANS STANIJARO SPEC/f/CAlfONS (,JIJLY 1999 OR LATEST ~SION THEREOF}, THESE PLANS ANIJ THE SPEC/Al PRO',?SIONS. .I ALL SIGNING ANO STRIPING IS SVBJECT TO THE APPROVALS OF THE PI/Bt/C WORKS 0/RECTOR OR HIS RFJ'RESENTA lf'I£, PRIOR Tr) INSTALLA lfON. "· ANY OE',?A l/ON f1?(}I,( THESE S/CNINC ANIJ STRIPING PLANS SHALL BE APPROvf1J BY THE ENCINEE'R OF llt!'?il' ANIJ P/JBLIC WORKS 0/RECTOR PRIOR TO ANY CHANCE IN THE mo. 5. ALL SIGN/NC ANIJ STRIP/NC SHALL BE REfl.EClfW PER CAL TRANS SPEC/flCA lfONS. STRIP/NC SHALL BE REPAINTEO 7lffJ IIE"£'KS AFlm IN/71AI PA/NllNG. SIGNING SHALL /JS£ ENCAPstJLA TEO LENS REflEC711tE SHEillNG (HIGH INTENS1TY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREIT IMPROVEME:NTS, All Sll?EET Sll?IPINC ANIJ MARKINGS IIITHIN A 500' P£RH,/El["R OF THE CONSTR/JClfON PROJECT llfl1. BE RESTORll! TO A "LIKE NEW" CONDITION, IN A MANNER MEillNC THE APPROVAL OF THE CITY INSPECTOR. 1. EXACT lOCA lfON OF Sll?IPINC ANO STOP l/1,//T l/NES SHALL BE APPROvf1J BY THE PIJBt/C WORKS [)!RECTOR OR HIS REPRESENTA 711/E PRIOR TO INSTAtlA lfON. 8. CONTRACTOR SHALL REJIOIIE All CONFl/CllNC PAINTEO I.JNES, MARKINGS ANIJ PAVEME:NT lECENOS BY CII/NOINC. OElJRIS SHALL BE PROAIPll Y REl,l(}vfl} BY THE CONTRACTOR. 9. All CROSSWALl(S, LIMIT LINES, STOP BARS. PA ',flfENT ARROWS ANO PAVEMENT LECENIJS SHALL BE THE'RMOPI.ASllC l/N/ESS OTHE'RMSE SPEC/fill!. 10. FIRE HltJRANT PA VEME:NT MARKERS SHALL CONFORM TO THE lA lcST CAL TRANS TRAFFlC MANI/Al ANIJ SAN [)!["CO REC/ONA! STANDARD ORAIIINC M-19. If. All SIGNS SHALL BE STANDARD SIZE AS SHOW IN THE CAL TRANS TRAFFlC MAN/JAL /JNLESS OTHERMSE SPEC!flEO. 12 SIGN POSTS SHALL BE SQIJARE PERRJRA TEO STEll ll/8/NG 111TH BREAKAWAY BASE PER SAN [)!["CO REGIONAL STANIJARO DRA/lfNC M--15. I. CARLSBAD M/JNICIPAL COIJ['_ 2 CITY OF CARlSBAO STANOAROS. .I THIS SET IT PIANS. 4. Pl.ANNING C{Jl,(M/SSION R£'SOllllfON Na 5290 it 5291. OA TEO: 10/16/02 5. CITY COIJNCIL RESOl.l/710N NO. 2002-3-10, OA TEO NO',flfBER 19, 2002 6. THE STANDARD SPEC/f1CA lfONS FOR P/JBL/C WORKS CONSTR/JClfON (GREEN BOOK) 1. SOILS REPORT ANO REC/JMM['Nl)AlfONS BY SOUTHERN CAI/FORN/A SOIL .t TESlfNC, DATEO: MARCH 20, 1990; /JPDATEO BY GEOSO/l.S INC., DA TEO OCTOBER 20, 1999. 8. THE SAN 0/ECO AREA REGIONAL STANDARD ORAMNCS ANIJ AS MAY BE MOIJ/flED BY THE CITY OF CARLSBAD STANDARDS. 9. CARLSBAD M. W.O. RIJIES ANO RECIJLA lfONS FOR CONSTRIJClfON OF POTABLE, RECLAIMED ANIJ SEWER SYSTEMS LA TEST RE'AS/ON OF STANOARDS ANO SPEC/f1CA lfONS. M_GEND DESCRIPTION DWG. NO. SYMBOL STREET IMPROVEMENTS •• P.C.C. 6" CURB .t CUTTER. . . -1• A.C. PA',flfENT ON 6• AB . C-2 TYPE C. 6• Cl/RB .•........•...•...•..... C-1 . . ...... . P.C.C. SIDEWALK (.J 1/27. • • • • . . . . . . . . . . C-7 . . . • . . . . . P.C.C. CROSS CI/TlER . P. C. C. CROSS CIJTTER . . CS-9. . c-12•. I '-.. : '.,.,. f'EOE:Sll?IAN RMIP. . .......•••..... , . C-21 A .t B ...•. _hljp~ RES/OEllllAI. DRMWAY • • • . . . . . . . . • • • • • . G-1" A .t B. . . . . STREET LICHT (100-W HPS} 9,500 Lll/lENS. . .... E-1~ ........... . STREET SIGN (TWO WAY} DNS. . . . . . . • . . . . . . . . . . . . • . . . . . . . . . TRAFFlC SIGN . . . . . • . . . . . • . . . . . . . . . . . . • . . • • . . . . . . . . STREIT CENTERLINE l,(()NIJl,(['NT • • • • • • • • • • • . • • • • . . • • . . . • . . • • 1 S/OEWALK IJNO£J/IJRAIN PIPE . • • • • • . • • • • . . . 0-21. . . . . . . . • . . . . . V 0----- 1 'v 1--- SEWER WATER s• P.V.C. SEWER ••...•. · · · · · . , •... C.M.W.O. S-5 •.•... ---·~S~'--- SEWER ACCESSHOlE . . . . . . . . . • . . . . . . . . . C.M. W.D. S-1 ... --o-- SEWER .lt4IN Cl£ANOIJT ..•..•........•. C.M.W.O. S-6 . . . . . I ,,. SEWER tATERAL ..•............•.. C.M.W.D. S-7 ....... I r-t,-® 8" P. V.C. WATER MAIN (CtASS 150) •.•............••.••••• 10• CATE 1(4Llt£ .t 1(4Ll,f" BOX ASSEMBIY . . . . . . . C.M.W.D. W-16 . s• CAil" 1(4Ll,f" .t 1(4Ll,f" BOX ASSEMBIY . . . . . . C.M.W.D. W-16 . ['NI) C4P ASSEMBLY ...........•••••••• C.M.W.D. W-15. FIRE HYDRANT ASSEMBt Y. . . • . . . . . . . C.M.W.D. W-12 . w __ ww-!= 2• BtOW OFF VAi.!£ ASSEJIBt.Y ...... . • C.M. W.D. W-6 . --0--w - 2• MAN/JAi. AIR REI.EASE (M.A.R.}. . . . . . . C. M. W. 0. W-6 • 2 • AIR VAC/J/Jl,f 1(4Llt£ AS'SEMBIY (,4.V.A.) .•.....• C.M.W.O. W-7 1• WAlm SERVIC£' .............•..... C.M.W.O. W-3 1-1 --® ~ THRIJST BI.OCK ..............•...•.•. CMWD W-15, 16 .t 19 .• 10• TEE . . . • . . . . . . . . . . . . . . . . • . . . . • . . . • . . . . . . . . . . e• TEE ...•.....................•.............. . ...L . ...L QUANTITY 6,0-10 lF 98,560 SF 300 lF 28,540 SF 2,6,f.0 SF 0 SF 15 lil 84 EA 13 EA 6 EA 4 lil 20 lil 159 lil 2,891 IF 15 lil I 85 2,992 6 I.J 2 7 /0 8 1 85 13 ·- 3 3 EA EA LF lil EA EA EA EA lil EA lil EA EA EA 1.J. All SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIOEO ANO !NSTAll£0 BY THE CONTRACTOR E:XCEPT • AS' MODIFIED BY CITY OF CAR/.5840 STANDARDS FOR PIJBl/C 11.(PROm.JENTS THOSE SIGNS SPEC/flCAL(Y SHOWN AS EX/SlfNC ro RElOCATEO OR TO REMAIN. .,,...--✓------.,,---··--...,---,..,,.--~~,. 4• AC ON 6° AB WAS I/SEO FOR ESllMAlfNC PURPOSES. • .-._,-SEE' STREIT NOTE I. ",,,, 'Ne ER OF WOFIK t=Plf AS-auit. r PMfJ'OSE£ Cl Tr OF OCEANSIDE S I ' " 14; '_,,./ .'-,, "'7 ~ ,,,_ /4 p /o <I , HIGHWAY 78 , / RA'.ioMOND L·. MARTIN DA7E ~ Oll4l.lTIES SHOWN HEREON ARE FOR BONO/NG PIJRPOSES ONLY ..... ~,;,, .si~LLAGE 0~ V. "}ef"'l •ji\''' ' .. /''\. lgn;L O/JANT!T/£S .lt4Y V4RY ·:,. 'is e, I > l''.'ffe\fJ L '14;~;~ ._· HUNSAKER i. > [,:.) ''{' ? \# Ui ,_.:. '$, 1n . -1 ----✓~ I \__ er NO. c-_<1:8670 ?.I '\'' <. = ~ ~rl n Exp. 06 lD·OB '"""u" .. """'· ) .,o!)fESS/~ \ ' ~ 1... \' fl "'/ 1 PLANNING St.NDIEG0,0.,21.;:1 ._•~ \' ··-...c.:.,=-.1 '-VO :..------''-"'"-------' ") 'r <;, Cl'J\\ .. S<·• "NC ""'""'"'"' $~'~"'·~ii "' -i:; NO. 60223 ~ ~ EXP. 6/30/04 !;J NOTE II ELECTRONIC DA TA ALES ARE F& l?mRENCE ONLY ANO ARE NOT TO BE IJSED FOR HORIZONTAL OR VERTICAL SURWY CONTROl ©2003 O'Day Consultants, Inc. DESIGNED BY: J.E., K.H. DATE: FEB........2l!!)2 _ DRAWN BY: -"SJlH..JjC_ SCALE: AS Sl::fQW.t!_ PROJECT MGR.: K.H. JOB NO.: 98-1020 n.,,'S P.'"",c-"TIS lOCAT£0 IHTH IN APN 167-101-">R * * 2710 Loker Avenue West Civil Engineering ,,,,, f!VVLL, LU., Suite 100 Plonning \\\\~ ~ CAR'~ SBAD -'~~~/TY OF ~11/di!;,J3~~f/'ufo/f N-362, E-1611 J'4~;1;~1~r;~~ Carl•b;:: c;~g~~!:~;~~g ~;~;;~~9 -,l.~~~"'-.,:!lftl".;i!'!:::,•",,•e::-:,,,,,,=_.':'.'D,t;~JE:Z/,t¥/"'~ \'Tu.~ // ~ 1 ~o~O , SAN MARCOS .---------------,-,-------...-----.....L------------"""T--..L....:.K1::EIIH:::.:....::W'-. .:..:HAN=S=EN'-------'R.:.:C::E;,.: ....:.60:.:2:;:23C-j \\~~:iv'\: '4(G-4 UTILITY DISTRCT APPROVAL(S) CITY OF CARLSBAD FIRE DEPARMNT -"AS BUil T" ENGINEER OF WORK: \\\\\' .·.·.·.·••.· ....... ·.·.·············.··'v .•. ,::,,.,.·:.: •••.. 11 ~ ~~Q~=~ F.FLOW 1500 G.P.M. OUT OF.lLF.H.(S). ~ ,, C.,#} t. ~,. "'..., /,, .,_, • ~,. • • :.1/ ~ BLDG. SPRINKLED YES/NO NO F.FLOW-=-G.P.M. ~,It_<. lffg r -:/~ _,.~ ...- P AOCCIFEICAN \~\1\1\·~·: ~... cos,~ AVf. -P,--:, ':> CE -f-8~70 EXP. &/.30/6<, DATE I ,., r \ CARLSBAD MUNICIPAL WATER DISTRICT /1 ,-11. /. . 1 \, €, ~ D41'cl . !>~"11'?3 \\\ Lr-. : :!1:r~c':',· i~ ~{~f-1 FIRE MARSHAIL DATE , ' ~ -~v/4, f3Y .Jc. JI I --:-:: CITY OF ENCINITAS "---'"'---' lllSffilG'f ENGINEER R.C.E. 33698 EXP. 6-30-06 INSPECTOR oldo/- DATE REFERENCE DRA"ff/NGS SOURCE OF TOPOGRAPHY VICINITY MAP 1----+---+----------------t--t---t---+---I W CITE!GIN2tNG ~~BlN~AD 1s/Js I TAMARACK 390.9 J90-9A JOJ-2 UJ3-1A BASIS OF BEARINGS 11/E BASIS OF 8£:AR/N/;S fTJII Tl/IS AIAP IS 11/E IIE51E11/. Y llN£ OF LOT 5 8£/NG ALSO 11/E CENIEJII.JNE: OF TAAIARACK AITT/11£ PER AIAP NO. 1~1. IE: N /8'38'01" W TOPOCI/APHY SHO/trl ON THESE PLANS WAS GENERA TEO BY AERIAL st/RWY IN JANUARY, 1999 BY SAN-LO AERIAL SIJRWYS. TOPOCI/APHY SHO/trl HEREON CONFORMS TO NA lfONAL MAP ACCURACY STANIJAROS LECAl DESCRIP1'ION: LOT 5 OF CARLSBAD TRACT 01-02 CALA ~A HHlS PHASE H ACCORfJ/NG TO MAP NO. N541 f/lEO /NE THE OfflCE OF THE COUNTY REC/JROEJ/ ON 2-12-03 All BE/NC IN THE CITY OF CARLSBAD, COUNTY OF SAN O!ECO, STA TE IT CALIFORNIA. NO SCALE BENCHMARK: DESCRIPTION: STANDARD M-10 STREIT ctNTEl?I.INE ~L MONIJMENT LOCATION: CENTEl?I.INE IT El CAl,f/NO REAL AT ENGNEER's STA lfON ,f.5,f.+92 PER R.S llJ00-1 RECORD FROM: COIINTY BENCH lEW/.S (Na COUNTY ~T. CONll?O/. DATA) ELEVATION: 68.419 DAMI: /J.S.C. .t G.S. 11/PHOVEAIENT PLANS f"OH Vil.LAG£ K: · TITLE SH££T NOTES ANO l£C£NO APPROVED , --~ -·~ _/!"' LLOYD B. HUBBS ~'1.J... L I0//8/f>L Rt. ,1,-1 a; AS-/!,l!_l,c"l....,T~,V.,._E""'-W"-.,=E=-.;;'o'--'.-":!;-' 1u .. _____ +--+---t-=~;-:-r-:,;;,,:-l ~R~C;E:::2:;~;:=:::::[:::X::::::PIR::E;°;S :::::1:::2/::::3:::1 /~0:::5~C~IT~Y:::::E~I-JG:::l::::N::::FE::;f-;::1 ;::::::::D:::iill:::TE~:;; 'I J 1.3/n ~ 1--._,() • 1-1\ R PV 15 e '.> H c--e;:"---'-'I '°'"'--"S'-----"l 3::..c· _____ -1-----1-----+1= M.t,C-!~%-1,=,!f-':,/~-=-,2,-I DWN BY: .~ PROJECT NO. DRAWi NG NO. I DME /,INITIAL DATE INITIAL DATE INITIAL CHKD BY: ► C. T. 01 0.'2 AO,'J-7 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: • • -.,.. G; \'.:>IJ'.:>K\_PI-WJ \Sltl D2U\.WI(, \CAL.t., v~_RA \96/01<101.DWC 2--1..3--LD(J:5 J: 1 F~: 06 pm CMWO_-_ XREF5: 9820K: ' 040803 ~i enc ffi ~ !:!l G') .... ~ 00 "Tl Cl,) _,. I w ...... 60' ROW 10' 20' 20' 5.5' --:,}1 -\,}: PAvfMENT I £X, .. 7ST. ... ·•A··· C. .. ~ ......... ( .. · .. · · .. ··.O. ..•. 00 I ..25._~£,,rJ,_L//'ff_ . . 2% -.. . . . 2% '[ EXIST. CURB__) & GUTTER ., .... ..... ..... ..,,., .. , ... '"••· ... EXIST. TAMARACK A VE. NO SCALE 60' ROW /J' 17' /7' 10' 5.5' /J' 0.5' 5' 7.5' 7.5' 5' PCC SIDEWALK 6" PCC CURB & GUTTER AC PAVEMENT ON AB SEE: STREET NOTE #1 VARIES BW/ -5.06% & +6.61% ROCK RIDGE RD., FLAT ROCK ST.. & PEBBLE ST. 10' PCC SIDEWALK 6" PCC CURB & GUTTER 6" PCC CURB & GUTTER NO SCALE (Sl-~~v-s ,1: 21: AND ~, 56' ROW 18' 18' 5.5' VARIES BW/ -276% & -2.0% VAR/£> BW/ -2.oz & +aJJz 0.05' AC PAVEMENT ON AB SEE STREET NOTE #1 SAND COURT 16' NO SCALE (SMET t:') AC PAVEMENT ON AB SEE STREET NOTE #1 16' 0.5'-H-- (TYP} 0.5'-·H-- (TYP} /0' 5.5' 10· ROCK RIDGE ROAD CUL-DE-SAC NO SCALE {STlrEET ,17 0.5' PCC SIDEWALK PCC SIDEWALK PCC SIDEWALK 1017!l HUeNNI'~ ST Pl/\ N NI NG SANOIE00,0.9J121 lNCINCCRING PH(IIS&)S51-~500 S U R l/ E V I N C FX (658) 551-U14 DESIGNED BY: K.H.. J.E. DATE: FfB. 2002 DRAWN BY: JS. BH. NC SCALE: Ml SHOWN PROJECT MGR.· K.H. JOB NO.: 98-1020 "AS-BUILT " ~~~ 1..,/41/4 'f l ©2003 O'Day Consultants, Inc. 2710 Loker Avenue West. Suite 100 Carl8bad, Collfomfo 92008 760-931-TT00 Fox; 760-9.31-8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: KEJTH W. HANSEN EXP. (,,/30/¢1,, DATE 11/z/o-+ DATE I I I I I NOTE!! JO \ I 29 \ 1 \ 1 :,., l.l--1\\i \ .\~~~\ Ll--\\1 1 I \ -(;) 90 £l£CTRONIC OATA fll.ES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 1/FRTICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANDARD Al-10 ST1?££T CENTERl!NE HW. AION/JAIENT LOCATION• CENTERLINE OF £l CAAi/NO REAL AT ENGINEER'S STATION -151+92 PER R.S 1800-1 ' 60 61 75 59 62 63 74 5, 57 .......--:· 14 15 1 SHEET INDEX SHEETNQ, I 2 J #-7 8 9 10 11-1.J 0£SCRIPllON NOTES ANO LEG£NI) SECTIONS ANO KEY AIAP OETA/l.S ROCK HIOCt HOAO fl.AT ROCK SMET SANO COUHT P£88L£ ST1?££T STORAI ORA/NS 78 79 92 KEY MAP SCALE 1• • 100' RECORD rROM: COUNTY BENCH l£m.S (NO. COIJNTr !£RT. CONll?Ol OATA) '"/ l.'/o-,< l<'LM M AS-13tl/LT. NEW E.o.w. DATE INITIAL DATE INITIAL ELEVATION: 68A79 OATIJAI: U.S.C. .t G:S. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G, \SJSK\PRQ.J\981 02D\0WG\~t\LAVERA \9870KI0/_f)WG 3 5 200.3 7· 59: 17 am X~EFS 9820KI: 982:'.lkSTR; 982C7STR: 98207UTL: 9820ku~I: 98?f.KMAP I ! 10 DATE INITIAL CITY APPROVAL 92 KEY MAP LECENO PRQPQS£0 SEWEP-•.......... -s-- ACCESS HOL£S. .. .. .. . 0 /YATER ............. -W-- R£CI.AIIIEJ) /YATER . . . . . . . FIRE lftOl?ANT AS:S'Y.. , • . . • -STREET LICH[ • . . . . . • . a--- STO/?AI IJHAIN. . • • . . . • . . = =:5l:l= = SHEET NIJMB£f? . .. .. .. .. · 0 lOT NUAIB£R SUBOi'IIS!ON 80/JNOARY. 21 .---- EXISTlNG s 0 ·-·-·W-- ---.RW n--- I S2ET I CITY OF CARLSBAD lstJsl ENGINEERING DEPARH,IENT IIIPIIOVIJl£NT Pt.ANS FrJH Vll.L4G£ K: STREET SECTIONS AND KEY MAP APPROVED .1'~-y,,,..~ ~..t~LOYD B. HUBBS ...v,,11'~:J RCE 2388 EXPIS 12/Jl /05 CITY ENGINEER DA L .. - OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: _. .r./ C.T. 01-02 403-7 CMWD_-_ 040803 en C ffi ~ ~G) I\)~ 00 .,, Ct,) __., I c,., ...., / C~~T s 2710 Loker Avenue West Clvll Engineering Suite 100 Planning Carlsbod, Colifornia 92008 Processing 760-931-7700 Surveying Fox; 760-9.31-8680 ©2003 O'Day Consultants, Inc. { I \ • <o .,., ~ "- ::.:: 5' JO' J' 6" ' 7 5' o..j "' JO' PCR CURB WALK RETU STREET CALM/NC CURB RETURN J.8 ' FACE OF CURB 17' J., _J DETAIL J.83' 6" TYPE C CURB & CUTTER A NO SCALE A 7.17' 7. 77' DESIGNED BY: K.H., J.E. DRAWN BY: JS. BH, NC PROJECT MGR.· K.H. ENGINEER OF WORK: J:::;t!_ t ... KEITif W. HNISEN DATE: HUNSAKER & ASSOCIATES S A "I O I E G (l, I N f'. 10171" HUfNNEKENS ST. PLANNING SANDIE00,C>,92i21 [NGINEEII.INC PH(858)5S8·'4SOO SUR VE VIN G f)( (H.'i8)S'ifl-U1'1 _FED, 2002 "AS-BUILT SCALE: lg SHOWN ~-.k'4+ JOB NO.: 98-102!) p 7'~t70 EXP. ?eL3t>Lo(p . ,'REV11D BY: / . I 1Jt•l DATE:2/1'/lfi[ !"'"',, "1f:iSPECTOR RCE: 602' 3 ~ " ;~/4 ~/4 'I DATE '' 12/of 1 ATE 28' 18' 5' I ------- _J CURB/WALK RETURN DETAIL @ TAMARACK 11' 6" CURB FACE NO SCALE 7' 'CONCRETt SURFACE CURB ONLY ,e_ ____ ___, PER C-1 *CONCRETt SURFACE ANO COLOR PER LANSCAPE PLANS LHEL LINE 6' TYPE C CURB & CUTTtR PER C-2 TRAFFIC CALMING DETAIL..., A-A SECTION A-A NO SCALE 14' CURB PED. RAMP SIDEWALK DETAIL NO SCALE NOT£ ii £l£Cll?ONIC OA TA f7l£S ARE FOR REFERB(C£ ONLY ANO ARE NOT TO 8£ USEO FOR HORIZONTAL OR 'tml!CAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANOARO M-10 STREIT CENTFl?l/NE 11W. MON/JIIENT / LOT 1 2 .J 4 5 6 7 8 9 10 11 12 I.J 14 15 16 JL. 18 19 20 21 22 2.J 24 25 26 27 28 29 JO JI J2 J3 J4 J5 .J6 37 38 39 ,ID 41 42 Af 44 ,IS WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE ---··-···----·· WATER STATION SEWER STATION UNDERDRAIN STATIONS SEE PLAN SEE PLAN SEE PlAN 29f16.75 29+65.00 29fl0 29f7.J 2815000 28f6I.79 28flill 29+04 27f71.82 28f29 . .J4 27f18 28f.JJ 27ff5.82 27f51.82 27f1R 27f62 26f57.iiif 26+ 'ff,. '7?.. 26+51. 27f05 25+89.12 26+?,8.e,,f -26~ 26+?>7 25+15.00 25+72.19 25+ 11. 25+ 77 24+90.00 24+95.on 24+61. 24+9i 24+.3'5.t?(7 24+40.08 24+29. 24+-,:J 23+-14 .. oo 24+11.12 2.J+71. 24+1., 23+27.68 2J+:,7-~"' 2.J+ 2-1, 2.J+ 71 22+14.{)Q 2Jf00.00 22+11 2Jfl8 2215068 22f60.68 22+21 22+64 2I+.Bj.oo 22+12.68 2/f10. 2/f'fO 2I+.J0.00 2If4/.9,(. 2/fOI 2/fZ<, 2o+90.00 20f72.50 2o+47. 20f9.J 2o+.J9.19 2o+2000 19+93. 20f39 I9f8J. 19 /9f60.11 I9f58, I9f85 ll<c 19ft.tt 37 ..._ l"I + O«>-Z.I /9f02, • I8f9I.67 ;. I e, + 7_1,f?I 18+ 7!, ..._ 18+62.7.J li'c1e,+h2.-lf 18+56 * /8f4C,.4,~ -"'-1e,+ 3i:i,-!Bf:,_!.._ I8_+-IO /8+17.75 18+00.00 17+74. 18+20 11+63.75 17+41.00 17+20 17+65 16+ 8;,.51 16+80..JI 16+76. 11+1+- 16+&e,.oo l6f21.82 16+24. 16+68 16+1"1'. 5<::' l5+80.90 15+,7"' 16+ /.J 15f59..J2 15+18..32 15+14. 15+58 15+0.f...J2 f.1+50.00 14+J9, I5f0.J 14f28..JJ 1.Jf81.57 /Jf51. 14f29 1Jf!O.OO 12f95.88 12f9?-13f50 !2+52.88 12-1-42.88 !2f40. l2f85 -"' l2f IB.C>o * 12.+-31-04 12+7,4, l2f37 ii-11+"14-'1Z. ;I<, 11 t al!>.92-l2fCJO """ 11+9/. 3b *II+ 1'>4".e,"-llf!J6 _,., 11+5!.34 il'-ll+'l-1.~-'t 11+.Jl. 11+08.00 11f29.00 10+81. /1fJ,/. I0f50.00 lo+23.26 lo+40, 1o+8I . /Of90.00 lo+57.2J lo+-~~ lo+89 l2fB4:.I',"-12+50.00 12,«,_ 12+41 /3f31.0I IJ+00.00 12+91 13+39 /.Jf BFl.oo 13f65.00 /.J+56, 1.J+88 14-1-08. Oo /.J+96.48 I.J+9-I, 14+JI 14-1-7«>,00 14+42.75 14f"' 14+15 111 112 M.J JI,(. 115 Al6 Ml 118 119 MIO MIi 1112 111.J 1114 1115 1116 I,..'..'..'..~ •. - 1117 1118 1119 1120 LOCATION: CENTFRLINE OF £1. CAIi/NO REA£ AT ENCINEER's STATION -IM-f92 PER R.S 1800-1 /0//8/(J(f RlM '1.'-AS·8UllT New E.o.w. RECORD FROM: COIJNTY BENCH LEVELS (NO. COUNTY VERT. 9h3/p~ <O .,,, /,\cu~B IZf;T[.111.N ~ T!'.Affl,:.,"'6[.>-j Pe[":;. i 5f:l'.V. T4f!!Lt;: 1•/4!7/,.-1 ' DATE I\IITIAL DATE INITIAL DATE ~---'y-'""··-------..,,_.~ WATER/SEWER/SIDEWALK UNDERDRA!. ( SERVICE TABLE LOT WATER STATION SEWER STATION UNDERDRAIN STATIONS 46 15+28. 46 1-1+85. 46 14+83, 15-1-27 47 15+85.45 15+42.46 15+.J9, 15f82 48 l6+40.46 l5+95.46 I5+9.J, l6+J7 49 l1+22.# l6f50.46 l6f49, I7ff6 50 11+19.# l1+32.# 17+.JO. 17+75 51 18+22.75 11+89.# 17+87. 18+20 52 20f60.20 20fl6.05 20+/,t, 2o+61 5.J 21f00.00 2017020 20+~ 14f29 54 1.Jf95.24 IJ+l6.90 _ __,f---~I.J+73. I#2.J 55 13+63.51 13+30.00 13f/6, 1.J+58 56 13+00.00 l2+90.00 12+62, 12+98 57 12+39.56 12+1/. 00 12+09, 12+~4----l 58 12+00.00 11+9000 11+58. 11+9~ 59 llf49.77 11+02.82 1/fOI, 11+46 60 10+92.56 lo+6000 10+44. 10+'1+ 61 10+65.00 lo+55.00 10+51 10+94 I 62 11f-(7. 00 fffOl.00 11+0 11+48 63 1212040 llf62.00 11+51. 12+22 64 I2f8l.42 12+5000 12+35. 12+82 65 I3f31.0I I.J+/000 l2f92, I3f38 \ \ 66 I.J+ 8"1.oo IJ+55.00 1.J+46, 13+88 68 14+15.00 22f01.68 /4f48. I4+7.J 69 l2+40.00 ·-+--I2+.JO.OO 12+04. I2f# 70 llf8J.00 11+93.00 11+54, 11+98 71 llf,tX,,.Z.$ 1/+H,..z_r,, 11+04, llf48 ___ __, 72 10f59.00 !o+96.26 1o+55. 1o+98 73 I0fl1,oO IOfJ."1.00 10+04 lo+48 N * 9+85.94 * o-o-i:v,oo 9+75 __ __, 75 * 9+15.61 11<-'1 +8o. 3 9+$Z. 76 1\-9fll.6I ;I<, 9-,.12..u, 9+52 11 * 9f7J.6I * ·4+1e.u, 9+62 78 9f95.94 !o+2I.37 9+91, lo+23 ) 79 10+31.37 lo+ll . .J7 10+29, lo+7.J 80 10f71.50 11+21.00 10+79. 11+25 \,_ 81 11+60.00 11+76.37 fl+J2, 11+18 82 12+10.00 12+20.00 11+84, 12+21 8J 11+0.5.oo -+--""11c'--+'-ccl1.'-=,4.__,1~----11------'1'C'o+'--"80."",-'l,c.I+,_,2,,,,'2_--l i 84 10+50.00-/Of.2,3.I!,, 10+40, 1o+74 <\,,' 85 N'A N'A N'A l-'c'86=-+----c-"N'='A,:.-.,..,_-+~c-'-N.;-.c'A"~-::._-::._-::._-::._1_-::._-::._-::._-::._-::._-_=_lj,(,_:'A'::._-:::._-:::._-_-_---1-1 87 26+ 71, 99 26+82. 00 N 'A ) 88 N'A N'A N'A \ SURVEY MONUMENT D.AT.A ... ··-· STREET STATION OFFSET ROCK RJOC£ OR. 1o+00.00 ooo 12+03.25 13.114 R • l4f ?R ,;,t 6.52 l • l6+88.06 1.59 R 18+68.57 15.11 R • 21+2072 o.oo· • 21+51.70 0.00 • 23f86.70 0.00 • 24+55./9 5.98' R • "5f~-3.89 l 26+11.70 5.0{j'T • 28+51.10 4 . .JJ l • 3o+ION ooo • .Jo+.3074 ooo FlA T ROCK ST. 10+05.00 ooo • 12+08.98 3.94 R • -;;;;-,_,4.11n 1.20' l SANO CT. I0:f(J0.00 ooo P£B8l£ ST. 10+00.00 ooo • f/+00.43 5.38 R I S3ET I CITY OF CARLSBAD L1L] ENGINEERING DEPARTMENT J llll'RO'ICJ/£NT PLANS FOR VII.I.AG£ K: NOTES t!t DETAILS APPROVED ~~-ft£ t "'"LLOYD B. HUBBS ,i{..r~7 @ RCE 23889 EXPIR " 12/31/05 CITY ENGINEER DAE PROJECT ""O. DRAWING NO. INITIAL CHKD BY: ' CONTl?Ol DATA) ELEVATION: 68. 479 OA 1111,1: U.S. C. ,t GS. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: • RVWD BY: C.T. 01-02 403-7 CMWD_-_ XREFS: 9820)(1 ! :040803 I en C ffi ~ ~G) w~ 00 'Tl (.I) _., I w ...... --+--1-+-+--+---+--+ ----.,., .... 10 ©2003 O'Doy Consultants, Inc. . fl 00 ~ t--'c=I--+--+-+---+ ~ !cl· -- l--+-~~~l--+--'--+--l---1--l--::: !:!:! " -~'--'--1-----+-=--1--+--l-....-'----l- "'-+-+c--+--+=--1-'--+'-+--l I ~ ~l.. ... ~l--l-1--1--.+-'--+-.c+-l--1="--+'--1-'-"-l---l---l-'-'l=--l--'+'--+---+'-'+-l 1-1---l ~ !"l - ff ROCK RflJG£ HfJ. STA 1o+OO. 00 = TAMARACK A /.f: ST.4 121+81.13 TAMARACK A/.£: STA 121+70.00 12 13 38 12+72.68 Cl OR. w,,,, 16' 12+00 S'm. LIGHT 41 HUNSAKER & ASSOCIATES S A ~j I) I f (C O I 'l f. 101nl HUENNfn:N~ ~• pl I,. N NIN G S/IINOIEGO,Cft.9'121 l N (i I 1" t I II: I N C PH (8581 558-4500 SUR V f VIN(; ~ (6Sf!)5S6·1-'11" . I ,. + DESIGNED BY: K,H,, J.E. DRAWN BY: JS. 8H. NC PROJECT MGR.· K.H. DATE: FEB. 2002 SCALE: 1 • • 401 JOB NO.: 98-1020 "AS-BUILT " 2710 Loker Avenue We9t Suite 100 Corlsbod, Californlo 92008 760-931-7700 Fax; 760-931-8680 Ci11il Enginei11rin9 Plonning Proces9ing Surveying EXP. (, 130/o{p -¥JM- DATE o/z./n+ , . DATE --l---1-----f-C--l---l--+-" ,.,,_ ------t-+-+--'-, -+--l-~l--'-+-'-+---+--+--+--1-+--l - lli NOTE!! . . i 1-: ,. "" "" " .., K "i "i 20' 80' o· 10· ----40' SCALE: 1' = 40' NOTE: Ul SA w CUT I' fR(JI,( EfJCE OF EXISTTNC CIJTlFR 11) CONSlfflJCT SAH AROIINO £X. 8' Pl-t' SE/ID? ANO IJR['AK OUT FOR CONNECTION 121 REII0W: EXISTTNC C/JR8 CIJTlFR ,t WALK ti) EX!ST/NG .KJ/NT umtTY Tl?ENCH ~ •srop• PA ITT/ENT MARKING P£R CAL TFIANS STANOAHfJS A2,U) IHTH 12' STOP OAR ----------- ~ CENTERLINE DA TA --~--=r---'"f""-------==i RADIUS LENGTH TANGENT 170.91 2 6. = 85WF58 ;/1.00 10.35 ;/.J.65 .J N 3877'28 W .12.17 CURB DATA DELTA BEARING RADIUS LENGTH TANGENT 1 6. = 90'50'02 .JO. 00' ;/1.56' .JOA4' 2 N 47'28'.Jo" E 116 . .19 .J 6. = 85'45'58" 30.00' 4(91' 21.86 ;/ N 3877'28 w .12.11' 5 6. -23'.JJ'.2.J' 6.J.00' 25.90' 1.J.U' 6 6. = 132'52'#" 57.00' 132.19' 1.10.11 7 6. = 23'.JJ'.2.J" 6.J.00' 25.90' I.J.1'/ 8 N -17'28'.Jo" E 98.50 9 6. = 73'3311 30.00' 38.51' '2.. -12' SEWER DATA BEARING RADIUS LENGTH TANGENT N 47'28'.JO' E N 3877'28 W 31.80' /8(H' 82' WATER DATA DELTA BEARING RADIUS LENGTH TANGENT REMARKS REMARKS T'IPE •c• CURB ,t GUTlFR • • • • • • • • • • • • • • • • REMARKS 8" Pit' SDR 35 • • REMARKS 1 N 47'28'.Jo· E 17.J.58' --8" Pit'~ a,so C900 HCS8o 2 N 04'36'00" W --29.47' 8 PJ.C ~ Cl/50 C900 HC580 3 N 3817'28" W --46.50' --8 PJ.C ~ Cl/50 C900 HC580 NOlf; SEE SHEET J FOR SURVEY MONUMENT, SIDEWALK UNDERDRAIN, SEWER AND WATER LATERAL DATA. [ SEE' SHEl"T 11 FOR STOR!.( DRAIN Pt.ANS ) ELECTFIONIC DA TA RlES ARE FOR REFERENCE ONl Y AND AR£ NOT TO BE USEO FOR HORIZONTAL OR ITT?TlCAl SURVEY CONTROi. ~ CITY OF CARI.SBAD l-----+-'---1-------------------+----+---+---+----I ~ ENGINEERING DEPARTMENT 1----.+-'---1-------------------+----+---+---+----I ~ LILJ BENCHMARK: DESCRIPTION: STANOAHfJ 1,1-10 STFIEE'T CENTFRl/NE 11W. MONIJl,([NT LOCATION: CENTFRl/NE OF El CAl,(fN0 REAL AT ENCINEI!?'S STATION -151+92 PEIi R. S I l/00-1 RECORD FROM: COUNTY DENCH lflflS (No. COUNTY '-£RT. CONTROi.. OA T.4) ELEVATION: 68.-179 OATIJ/1: 11.S.C. .t C.S. AS-E,l/tlr N.E'W £.O.W, ENGINEER OF WORK REVISION DESCRIPTION G: \Sl"JSK\ ~RJJ\981020\DWG\CN_/'I.VERA \9820-<IOL.OWG 2-13~2003 3. 22: 3L pn :<RE'S; 9820KI; 9820KPRO: 982CIS""R; 9820KMAP; 9820KJTL, 987'.JKSTR; 9B?G7!.TR; 9R?Ol,JTI DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL /IIPINJV£11£NT Pl.ANS fOK VILJ.AG£ K: ROCK RIDGE ROAD TAAIAHACK Ai-£ TO STA 12+1J.-IJ APPROVED &Ct :y. "fr;~~ Mt-LOYD B. HUBBS .J,/~y/,..'J RCE 2388 EXFlR 72;31/05 CITY ENGINEER ~ DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 01-02 ,f.()3-7 CMWO_-_ iQlr0803 : enc ffi :E ~(j') .i:,..j:l,. oo 'Tl w - I (A) ..... ' ',' ---+-+--+---l-'--+-1--+--+'-=-'1'-------.. - --I---•··+---+-,-+-+---+--+----,-+ -,! -' I --c--·--1---+---l-~-+---l---+---l-l-----l---+---l-~i'---'--l-'----'-'l'---l----l--=--+'--i--'-----l _, ----1---1--"--_-' ! I C~+---1--+--+-f--+--f--+-'1=t--+-.~ .. ~· -+---+_, __ I ' ' .. .. . . -··+ ---j'--t---'l' _c··--1-·--+'--t--'-+---1---+---+f-•-•' - -~ --+---,f--+-+---+---+---l---+-t--c:--t----+---+--+~ ' --1--+-'---I- I I +--+--+--·+--·· ", ' +---+--- ' ' -+--+-+-+ -·-· ' I I--'----+---'--:. ' . -' +---+--+-:""_. --'---+--l-="- ' ' ' I"",' I ' --+-1--+--,.--~-l-_-+-+--+-+--·1--,,+.-f--+--+ -:. "' -1-.. ---- 12 1J 14 43 I 1 ,.........., 42 15 16 - I I ' -''' -- -__ :+-+--+-'' ·-1-·: .. ~ :.f--','--+ ,·._ ·,--+---+ ''"" 17 49 18 o· .10· 1wl Lil HUNSAKER "' 20' 40' SCALE: 1" = 40' CENTERLINE DA TA ~NO) DELTA /BEARING I N 3811'28" W 2 A -28'51'45" 3 N 09'254J W 4 A = U.'2512· 5 N 23'5055 W RADIUS LENGTH 200.00' 200.00' 104.73' 100.15' 183.98' 5a34 9a3T TANGENT 51.47' 25.30 CURB DATA DELTA/BEARING RADIUS LENGTH TANGENT --.. 1 N 3871'28" W 104.13' 2 A = 28'51'45" 217.00' 109.31' 55.84' 3 N 09'25'43" W 183.98' 4 A = 14'25'12• 183.00' #i06' 23.15 5 N 23'50'55" W 9a37' 6 N 23'50'55" W 9a37' 7 A -14'25'12" 217.00' 54.61' 21.45' 8 N 09'25'43" W 183.98 REMARKS REMARKS ----. m'F •c• CURB d-C/JTTFR -- -• • • • • • • • • • • • • • • • 9 A= 28'51'45" 183.00' 92.19' 47.09' ,_1oc.--..,i---=N~JB~,·1-""'28--+ •• -"'w---+-~=c.+--,-r54_1,"-'J,.-1-----="'----+----.--.--~ BO' SEWER DATA ~ DELTA/BEARING RADIUS LENGTH TANGENT 1 2 3 N 3811'28" W A• 28V8'46" N 09'254J" W A -/3'4213 N • " 200.00' 200.uu 104.73' 98.25' 181.48 41.84 9a31 sa 14• WATER DATA REMARKS 8" P~ SOR 35 . . • • • • • • NO DELTA/BEARING RADIUS LENGTH TANGENT REMARKS I N 3811'28" W 104.13' 9• P~ ~ Cl. 150 C90f} HG'580 2 I' =28'5145 210.00' 105.79' 54.04' • • 3 N 09'25'43~ W 183.98' • • ,1. , ,=14'2512· 19aoo' 41.92• 24.04' • • 5 N 23'5055" W 9a31' • • NOTE: SEE SHEET J FOR SURVEY MONUMENT, SIDEWALK UNDERDRAIN, SEWER AND WATER LATERAL DATA. I PLAN-ROCK RIDGE RD. ___,_____~-~---1:--=-U---/-}-t:...,,ll ~ t-~~~~.I~TES ©2003 O'Day Consultants, Inc. SCALE 1• • -IO' "AS-BUILT 0 ~ A. DESIGNED BY: K.H., J.E. DATE: FEB. 2002 ~ ,/ r..,,,/~ DRAWN BY: JS, BH, NC SCALE: ~~40~• _ '_y~ -~C~O~N-s-u~~L~T~,1~~N'c---cT~S~-1-P_R_o_JE_CT_M_G_R_.· _K_.H_. __ J_o_s_N_o_.,_98_-_10_2_0-4 P ~ ~;;:;:;O(p 2710 Loker Avenue West Suite 100 Carlsbad, Colifomia 92008 760-931 -7700 Fax: 760-931-8680 Civil Engineerin<,1 Plcmning Proce!!lging Surveying ENGINEER OF WORK: J/-H ti KEITH W. HANSEN l-,,f{EVI E\!jED BY 1 DATE: Z/l'IM , ;~:1· 1~ _,..._, RCE: 60Z2K 1NSPEC~ " 11/4/nf DATE NOT£ f.l ElFCTRCWIC DATA fllES ARE FOR REFERENCE ONl Y ANO AR£ NOT TO B[ usro FOR HORIZONTAL OR VERTlCAl SURVEY CONTROi. BENCHMARK: DESCRIPTION: STANOARO 1,1-10 SllllIT CFNTERLINF IIEl.l I.ION/JMFNT LOCATION: CFNTERLINF OF El CAl,I/NO RFAl AT ENCINEIR's STATION ./54+92 PEJ/ R.S 1800-1 RECORD FROM, COUNTY BENCH L£',f1S (NO. COUNTY ',CRT. CONTROL OATA) ELEVATION: 68.419 OATlJAI.· /1.S.C. d-GS. 1009 MUl!NN!kl!N5 ST, P L A N N l N Ci SAN Olf00. CA 92121 [NOINUltlNG PH1858)'511--4500 SUR~ EVIN G f)( (858)!58-1'14 ( SE£ SHEET 12 FOR STOffM l}ffA/N Pi.ANS] , I SHSEET I CITY OF CARLSBAD I SH1EJETS I f----+--+-------------------+---f----'1f----l----l ENGINEERING DEPA"TMENT f----+---+--------------------+----lf----'1---+----l LIC.-Hf I CfATE UIITIAI. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l.J,\'.::DSK\PROJ\ 981020\I-\./C\CO,Lt.i,V'::Rt.i, \ 98?0Kl0'.'1,Tlw'G 2-13-~003 3,23,39 pM XREF"S: 9820~1; 9S20K0 RO: 98207STR; 9820KMAP; 98201<-S-R; 98:20KU-_ IIIPHOVDICNT Pt.ANS FOR VIUAGE K: ROCK R/O6£ ROAD FT/OI,/ STA. 12+7.1.0 TrJ STA. 18+o.1.IO APPROVED A f n :5' w;~ /1.,(f LLOYO B. HUBBS RCE 238 EXPFS 12/31/05 CITY ENG'INEER OWN BY1~ CHKD BY: RVWD BY, PROJECT NO. C.T. 01-02 DRAWING NO. ,f.()3-7 CMWD I 040803 -----+--+--+---+-+-+ -+-+---------- +-+---+ -----+--+---+ --~-. ■--+----+---+--+--------------I-. ----+-+----+--+----+ ■~-+--+---+--+--+------+---+-----+---+--- • ------j-------j--j----j--- I 18 19 I > I 22 ©2003 O'Day Consultants, Inc. ------- 20 V !-HUNSAKER IDl ~ f~?~~-~TES ) f' LA N NI NG SMIDIECO,C/1,92121 '1' 1017\IHUENNEKENSST. ~ 0 _E..;;N_;C '_",;;_"_'_' N_G_~_,.,_._"_'" __ ·"'°----_~ ,4 ...!: U II V EY1 NG fX /8581SS8•1414 - - '- 21 22 23 PLAN-ROCK RIDGE RD. SCALE I" • -IO' "AS-BUILT 0 ~1 ... _ DESIGNED BY: K,H, J,E, DATE: FEB. 20Q2__ ~ ,/ ~:? JS BH NC SCALE: 1° • 40' J .Jc,0,. t <LL ~~O:~c:V~GR.·~•=l<.l=I.• __ JOB NO.: 98-1020 Z7P'O$#I ---=c--=o--,-,N--=sc-ccuc-.,...L-=r--::---'-N':----aT;--;s;---1----------------1 P. . 4-dr,, 'lo EXP_ r, 1 3olot,, 2710 Loker Avenue West Suite 100 Cor1sbod, C1Jlifornia 92008 760-931-7700 Fax; 760-931-8680 Civll En~lnt1ering Planning Processing Surveyinq ENGINEER OF WORK: f!Zv'J'E BY: ~~~~~ l' /~~=._ _ _Q!DA~TE~: ;t-;,f;'l'l~~v , , AV .d . • 7 KEml W. HANSEN RCE: 60223 'iffSPEtTOR • i " 1~,/4y DATE ,,lzlof DAT 24 9 10 BENCHMARK: DESCRIPTION: STANDARD 11-10 STRE:E:T CE:NlERI.INE: /IUL MON/JAIE:NT LOCATION: CE:NlERI.INE: CT El. CA!.flNO REAL AT ENGINEER'S STATTON 45-1+92 PER R. S 1800-1 C£NT£RLIN£ DA TA (NO) DELTA/BEARING RADIUS LENGTH TANGENT REMARKS _23 __ --t_it:;.h=m.BBf'.2'1ii:J,.-'297'------t--="==1.==oo=-tYi12cr.so11,·rt·---=45.=10=--1 _______ 1 1 N 61'-15'36 E: 21J.18 4 t:;,. • 08'52'J0-200.00 J0.98 15.52 5 N 16".J806"FE:-1-==-17.255.ill.1'1i9'1'----=-=-=--=--~i--------------i 6 t:;,. = 21'40'4-r 200.00 96.62 49.21 5 20' 40' 80' SCALE: 1' = 40' NOT£ if £1£CTRON/C DATA FllE:S ARE: FOR RE:FEl?E:NCE: ONLY AND ARE: NOT TD BE: USED FDR HORIZONTAL DR WRTICAl SURVEY CONTROL I I - ---I-. ----- ------.. --------- --.... f----+--+---+-~---+ -----l - --I ---------, -+----t----+--- --~-------If-+--+--+-+-+--+--+--+ - +--+--+--l---+----+-~+--+--+--····-· . I· ·: ------f---------- -- / I -. :.·. . .. ·-•,st---+--+----+---+---+---t-+--+---+---------- -----... .. -------1 -+--+---+ - ----------------- -+--+---+--- --------+--+--+--a ------- -,-+--+--+---+-+-+ -·-· -- : __ -------t-+--+--- CURB DATA h~-:-NO~',' F"D==EL==!='A/~IB'='EA==R=IN=G"F"'RA==D=IU=S=r==LE==N==GTH==r==l:=AN=G==ENT=="r===R==EMA===-R=KS====l ' 1 N 2J'50'55 W JI. 4.J' nPE: "G" CURB ct G/JTTEl? • • 2 t:;,. • 88'2J'29' J0.00' ,#6.28' 29.1/ H3.t~Nv,;6,,;l¥5""1:J6:);-i•-',c~l-===-ih2cti1a~.,,.~5"1• ---::::::::::::::::-,----• .----~ • .-----, i 4 N 76".J8'0(r E: /51.24' • • 5 t:;,. = 16'21'52' 18,f.50' 5210' 26.5J' • • 6 t:;,. -21WJ'44' 217.l)(J' /0,f.BJ' 53.46' • • f 1 N 16'J8Vlr E: 255.19' • • \ B t:;,. = 08'52'30' IBJ.l)(J' 28.J5' 14.20' • • I tj9tj::jN~61~¥5~~~5=-E:cr~~1~1B~l215□=~~=t::===::•=:::•::===:j ,• 10 t:;,. = 2J'JJ'2J' 6J.l)(J' 25.90' 1J.14' • • • • 11 t:;,. = IJ5'JO'l6' 57.l)(J' IJ4.80 1J9.J4 12 t:;,. -2J'JJ'23. 6iiid'~25.90'+-~1=J.~f.l~.--t----.--.----t S£W£R DATA DELTA/BEARING RADIUS LENGTH TANGENT REMARKS I N 2J'50'55• W 2 N 61¥5'36' E: 11.1J'_ 215.66' __ __ 8" Pi,t;' SOR J5 ==::-,-. . . . J 1:;,. = 08'52'.Jo· 200.00· -I N 16".J8'o6' £ 5 w 76".J{J'(/6' F 6 t:;,. -21'40'#' 200.00· 14.69' 240.l)(J' 15.19' 96.62' 15.52' 49.27' WATER DATA !Nol DELT1/BEARING RADIUS LENGTH TANGENT I N 2J'5o'55• W 50.16' 2 N 68V2'40' W 52.56' J N 61¥5'36• E: 211.94' 4 E;. 8'52'Jo· 19o.l)(J 29.4J' 14.15 5 N 16".J8'o6• F 255.19' . . • • • • • • • • • • • • • • REMARKS a· pi,v N a.150 C9l)(J HG580 • • • • • • • • 6 " •_27'1-Q'lln __ '--·-L-"2,..1a"". 00=---' _J____clc,,0,_,_1, -15=-' -L--"5'-"1.1.'-"'J'--' _,__ ___ • ---· __ _, NOTE: SEE SHEET J FOR SURVEY MONUMENT, SIDEWALK UNOERORAIN, SEWER ANO WA T£R LA TFRAL DA TA. I SH6EET I CITY -OF CARI.SHAD I SH1EJETS I t----+---t-------------------+----+----t-----t----, ENGINEERING DEPARTMENT 1-----+---+--------------------t------1t-------1---1----, IMPHOV!JIENT PLANS f'OH VII.I.A()£ K: ROCK RIDGE ROAD STA. 18+o.1.60 ro STA. 2$+0.1.SO A~ROVED ~~--NY-.• , ,...tfLLOYD B. HUBBS -,j;'lk':I I-IO-V,,-'18-:-/<-;-o-4,t--R.c:-L--,-Mt-'.X"'l'----:-:AS:-·S-::-:-l.l-ll,-T--,N..,-' ,c-.,....-,u1_,:: ___ o,_ -W-. ------t-----i---t---;---; RC E 23881' EXPl1«_S 12/31 /05 CITY [NGINEER DATE RECORD FROM: COUNTY BENCH LE:',ELS (Na COllNTY te?T. CONTROi. OATA) '/ O/([E l)NITIAL DATE INITIAL DATE INITIAL CHKD BY -'· • '· • C, JP, l,\Wi\/f:O\Vl>Y5, PIWF I IX, CU Rf> Rf:T'cU~~:::i..!.:::5:.:,:"-"-'D.1c::-_:f.c:"''---1----l-----+"=/it,,_~_,::"'.:14L.C< / U,c__--1 DWN BY: ~ p ROJ ECT NO_ DRAWING NO. LE:'.:N:c'N:e:rn::.,:or....:::wo:R::.KL ___ R_E.V_1_s,_o_N_D_E_s_c_R_1P_T_1o_N ____ .J.:::.or:"::::rn:...A:•::.•eo::::::vA:::L.J._:::c1TY:.:._:A:_•:.:•R:av:::A::..L ~=R=v::w::D:::B::Y:::fi .~ ~==C.=·=T.==O=f=0.='2===4=0.='3=='=:..1 ELEVATION: 68../19 OATIJM: 11.S.C. ct GS. G1\:;:;0:;:;K\PRDJ\ 981020\D'w':::i\C/'\U\VERl'I \ 9820KI06,D'wT. 2-13-2003 3,24,23 PM XREFS: 9820KI: 982DkSTR: 9!20KP-?0; 9820kut: 982CKMAP CMWD 040803 en C ffi :E ~G) O)~ oo .,, w _.. I W-.J ----i-----r -+-+-+-+-+t-t--t--t--t--tc--7' .. ,·-.. ·t--i--r---1------- -+--+---1----:1---+-~-+--t --+--+--t I 24 25 ,1· \\ I ~ ',:t l~ ~ ! --85 l J---ir---t ~1-+-+--+--+--+--+--J %l .__ -· ~~+-+----l---l-t--t 27 4 J • i 28 2 29 C/1 /)(' f.-'-d-'-+ --------------:::=~-----------_:_ ©2003 O'Day Consultants, Inc. HUNSAKER & ASSOCIATES S A N O I f G 0. I N C, 10179 HUENNEKENS ST. p LANN IN t; SAAIDIE(X),CA92121 ENGINEERING PHU:16Bl5~•4SOO SUR VE y 1 NG FX C858)S~1.f14 2710 Loker Avenue West Suite 100 Carl!lbad, California 92008 760-931-7700 Fax: 760-9.31-8680 PLAN-ROCK RIDGE RD. Civil Engineering Planning Processing Surveying SCALE 1 • • 40' "AS-BUILT " DESIGNED BY: K,H,, J.E. DATE: FEB. 2002 ~ DRAWN BY: .....JS, BH • .NC__ SCALE: 1· • 40•-y~,,i /Jk1,/4 '( PROJECT MGR: K,H. JOB NO.: 98-1020 / 1------------------1 P.E. "f8~?0 EXP. (p/30/o(p DATE ENGINEER OF WORK: 11/4/nf DATE ' --+---l , --l-FFFF+-cJ,----t----t---+----t--t-'-r-t---t----t- ~~ t:;i ~ ~"5- 1:!i ~+-++-+-+-+-+-----t +--+-'-+--\t-7--t-ccl1'90'+-!---#t f+--+---+--+----T-----,--i----1- +---+---+---+--t-++c+cc-+-cc-t------t-----t .... .... -- W....//Ji.:N7'/.;:.f1Le-+--+--+--+---+---+--+ POIN I JO 20' 40' BO' NOTE II ilECTRONIC DA TA RlES AR£ FOR RfFER£NC£ ONl Y ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR ',fl? llCAl SURVEY CON7J?Ol BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD Al-10 Sm££T CENT£Rl/N£ WELL I.IONUIIENT CENT£Rl/N£ OF £l CAAi/NO REA£ AT £NGIN£ER's STAllON 45,f+92 P£R R.S 1800-1 COUNTY 8£NCH /Dfl.S (NO. COUNTY ',CRT. CONll?OI. DA TA) 68.419 DA Tl/Al: V.S.C. .t G:S. SECTION A-A NTS t ~ !O' I 4' I 2' I ;) S' ' 2% SECTION B-B NTS NOTES; i'.11 BR£AK INllJ EXISTING SAH AND FORA/ NEW CHANNEi.. IN BAS£. tz:l CONNECT llJ £X!ST!NC S10£rlAlK. S££ !)£TAil ON "1/S SHEET. ti:' CUL-Dt-SAC ' i>/18/01-RL.M /~ AS·SUIL.T, NGW E.O, W, I 9h,Jo.1 &. • CJI, /1\?tltVla:t,, D\VA):'? r~r li'.ll'1f', 4 '7TE'..f;!,'f L..16rHI CYATE tmlTIAL ENGINEER OF WORK REVISION DESCRIPTION CENTERLINE DATA . ,NO) DELTA/BEARING RADIUS LENGTH TANGENT REMARKS I N 411'51'2]' t 26.80 ... 2 t,. -22'23'16" 200.30 18.21' 39.6.•r 3 N 11'22',t.l" £ 2.25 ,f. N 11'22',t.l" £ 205.06' 5 t,. = 23"31'19" 200.00' 82.-16 ,f.1.82' 6 N 85'00 'oO" £ 112.41' 1 N 05'00J]Q_" £ 20.00' CURB DATA (No: DELTA/BEARING RADIUS LENGTH TANGENT REMARKS ·-· I N M'51'23" £ 29.42' TYPE: "G" C/JRB ,t GUTTER 2 t,. -13V7'o3" 211.00· 49.68' 2-1.95' • • 3 N 11'22'4/" £ 141.25' • • .. ,/ t,. -23"31'19" 216.00' 89.05' -15.1 / • • .. 5 N 85VO'o0" W 112.41' • • .. 6 t,. 201"49'46 • 36.00' 130.58' 1-15.31' • • 1 N 5170'14' W 51.18 • • 8 t,. = 267 3'51" 103.00' ,f.1.15' 2,/.00 • • 9 t,. • 2573'15" 184.00' 8099' 41.16' • • 10 N 11'22'41' £ 204.88' • • II t,. = 22'25'18" 183.00' 11.61' J6.27' • • 12 N 48'57'23' £ iil5' • • ,. PAINT CURB R£O SEWER DATA ···--·~ :@:: DELTA/BEARING RADIUS LENGTH TANGENT REMARKS 1 N M'51'23" £ 26.80 8" ,ow; SOR 35 ----- 2 ,Aa 23Vl'5(r 200.30 80.51' W.81' • • • • 3 N 11'22'41" £ 2.25 -• • • • r------ N lJ'22'4f" £ 205.06. • • • • ,f. 5 t,. 23"31'19" 200.00 82.46 -11.82 • • • • 6 N 85'00'00" £ 112.4/· • • • • 1 N 2777'52" £ 51.01' • • • • WATER DATA 1No1 DELTA/BEARING RADIUS LENGTH TANGENT REMARKS --··--- ' N #J'5T23" £ 26.80 8" PVC ~ CL/50 C900 HG580 2 t,. = 22'2518. 190.00' 14.35' 31.66 • • ~ N 11'22'41" F 201.JI • 3 • ,, t,. -23"37'19" 19000' 78.JJ' 39.73' . • 5 N 85'00}JfJ" £ 91.61 • • NOTE: SE£ SHEET J FOR SURVE:Y MONUMENT, SIDEWALK UNO£RORAIN, SEWE"R ANO WATFR lATFRAL DATA. l j . l ~9?/J1 ,,/ '" ~ I 1' ' ... DETAIL ':.t .,, VILLAGE 'K' CUL-DE-SAC TO TAMARACK AVE. SIDE,rALK TRANSITION SCALE 1• • 20' ( S££ SHEET 13 FOR STORA/ ORAIN PUNS) I S7ET I CITY OF CARLSBAD l5 /J5 I ENGINEERING DEPARTMENT MIPROV£11£NT PlANS FrJH V/ll4G£ K: ROCK RIDGE ROAD STA. 2!S+lll5D TrJ ctll.-D£-SAr: APPROVED 4 fs~O:,,, ~LLOYD B. HUBBS ..:1/L.,~ RCE 2388 .• EXPj-: 12/31/05 CITY ENGINEER DA E l(?/lJ/6 £<./ OWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE fNITIAL CHKD BY: C.T. 01-02 403-1 CITY APPROVAL RVWD BY: OTHER APPROVAL CMWD _- G, \SlJS~\PRO~l\981020\DWG\CAI_AV'FRA \9fl70KI07.DWC 2-13-2003 J: 25: 48 pm xm s, 9820KI; 9520kST=s; 9820KPR0; 9B207STR: 98207U'L: 9820kutl; 9820K\tAP; 98201<'.GRD 040803 (/) C ffi ~ ~G) -.J ~ 00 "Tl w ~ I W-..J l-_)__j__j__j__j__+-+-+-+-l-l-l-l-l-l----ll----1----1----l---l---l---l---l---l---l--+--+--+--+--+--+--+--+--+---+---+-+-+-+-+--t----t----t----t----t----t-'---t----t-----r---t----t----t----t----t--:--+-----t--~; ., I t''W-701 "' ~ f2!:'-1 z --+--+-+----t----t---t-_ -+--+--+--+-- - -+---+--+---+ I A "T V +--+--+---+----+------ ~ ©2003 O'Day Consultants, Inc. L~ ,l . .-,. -----·+-+-----t--+--+----t---t---+---t-r---c---t--+--+-+--+--+---+--+--+-----+---t-+--+-+ -;, ..,,,. ( ---t--+--+-----t---+--+------t-r--t---t ---t----r------,-----,------,--_,,,._ +---+--+--+--+----+----+---"'" --+--+--+--+--+---+---+---+---+------1"--+--+-+--+---+ ' N . ..,. ~ I: -ow·. ·1 1 ------,--c--,-----,-----,--+--+--+---t·-·- , -t--+--+---+---+---+------1-+---+----+--+---+---+--+---+-f---+-+--+----+--+-----t---+--+------t-r--+-+-+---+----t- --t------,----i-----i------t-T ---~ -----+-----i----+---t-----i-----·----+----+---1-f---+-+---+--+--+--+-------- --+--+-----+-----+-t--+-+-+--+-+--+--+--+---+---+--. ·---+-+-+---+---+--+-----+-- I ' ------+--+---+--+------t-r--+-+-+--+ ---,,---i----,----,---,---,----,------, +---+-+-+--+---1-t-t--+-+--+--+--+---t---+--t------1---l---+---+---+---+--+---+---I --·-·--+--+--+----,--,-- Exp. J(i.30-06 ~ C/V\\. ~'>c ~?!-C~I \"·:'~ +-, lf+--+---+----t---+-----t-----t-.. ----+-+-+---+--+---+--+--+-----t-t--t--+-+-+--+-+--+--+-+-+--+---t-t--t---t --+--+---+--+---+----+----+-+--+-+---+--{ --r----r----t----r--+----t---+--+------,~ +--+-+--+--+---+--+-----+-t--+--+-+ -+------I-+--+--+-+--+--+--+-+-+-·------+---+---+--+---+-f----+----+--+---+------- +---+--+--+--+---+----+-----t---1---+-.. -,.. -+-+-+--+--+----i------r------t---t-r--+-+-+------l---+----+--t- ------+-· --+---+--+- t-+--+--+--+----t---t---+-----t---- i +-+-+-+-+---,---i---------t--+---+---+----t---1 1 • ! rEEL CAil ct C 10 ~6l' ! -----1-t--+-+-+--+--+-' --t--+--+---+---+--+---t--- .------,-----,-----, -- -.... --------t------1-t--+--+-+--------'-·--------,------,------,--,-----~+--+-+--+--+-+-+--+--+--I ----t----t---lf---t--+--+--+--+---1 11+75 r--4 ')(. -----....--~ --+---1-f---+--+-+---+---+---t--·----+ -~N"'!Ti. .. ' t."l •l---1-1- +----+--+--+---+----t----+--~ ---------i-----t-r--+-+--+--+----t------+--+---+--+-+-+---+--+---+--+--+----+-----t---1---1-___ ,., ---+---+---+~-+--+--+--+--r-· -,, -... --- : __ [C1/RB , · n .,, ~OJ,!" ti£! t:1 cv, nn, ---t---+--+--+----- UM -SS IM CA UJ ~ TH. RIHSE. 1 01 r9 HUENNEKl'NS ST PLAN NI NG SANOIE00,CA9211'1 ENGINEERING Ptt(858))58...+.00 SU Ji: VE y ING fll (1.158JlSll-1114 I plAN-FLAT ROCK ST. SCA/.£ 1" • Kl' -----r------ 01 19' iiiii 40' 20' SCALE: 1 • = 40' "AS-BUILT " 0 F-,.... A DESIGNED BY: K.H. J.E. DATE: FEB. 2002 ~ / G,lff:J DRAWN BY, JS. BH. NC SCALE, 1· -"°' -•. d~L /c,/4.J(or PROJECT MGR.· K.H. JOB NO.: 98--102!)_ ' 7 -~c~o~N~s=--~u~L~r=--.,....~N:-;--,T=--s=---f--------------~ P.E. B<.,?o EXP. ?Dl.30/0(,, DATE 2710 Lokl!'r Avenu& West Suite 100 Carlsbad, CaUfornlo 92008 760-931-7700 Fax: 760-931-8680 Civil En~ineering Planning Processing Surveying ENGINEER OF WORK: /.d_ KEITH W. HANSEN BO' NOTE!! -t--+--+--+--+----t--i- CENTERLINE DA TA (t,IOJ DELTA/BEARING RADIUS LENGTH TANGENT I N 0379:5/T W 2 b. = 22'33 45 200 3 N 25'53'35" W 4 b. -I2'3/ ',f., LVV.VV 5 N 13'21'54* W 169.60- 18.16 111.56' "~ 131.61' 39.90 NOTES; Lll CONSTT?IJCT SAH ARO/JNO EXIST/NC 8" PVC SEHER ANO BREAK OUT FOR CONSTRUCTION (ll RELOCATE EXIST. STREET UCHT TO STA. 125+34.14 PCR (22000 LW) CtJ SAIW:I.IT EXIST. PAJ,9(£NT 1' FROl,I £OGE OF CROSS-GUTTER it REMOVE Cl/RB, GUTTER, ct WALK 111 HOT TAP EXIST. WA lFR MAIN BY CI.IIKJ FORCES ANO PA/0 FOR BY CONTRACTOR ai •s,op• PA J,E"I.IENT MARK/NC PER CAL TRANS STANOARDS A2,f[) IHTH 12• STOP BAR l1J MOO!FY EXIST. 16' WA lFR LINE. SEE PROFILE ON THIS SHEET. REMARKS +----+---+---+--+--+--i-------------i--+--+--+--+----t---+--+-----t CURB DA TA ~:1 • /NO' DELTA/BEARING RADIUS LENGTH TANGENT REMARKS to. = 90VO'OO' 30.00' 41.12' 3000' TYPE •c• CURB it CUTTER } \ ~1'\ N 0379'50' W 119.04' • • lo. -22'33'45' 183. 00' 12.06' 36.50' • • l ( 4 N 25'53'35* W 111.56' • • / 5 L, = 12'31'42* 217.00' 47.45' 23.82' • • ( 6 N 13'21'54" W 7e>1~ • • .I 1 .t, • • 3o.oo' tz I z:·· 3Cl-cv' • • 1 8 L, : 111v1•,n• ~,:;i7• , z..tte,' Z-5J,e,' • • / 9 N I3'2I'5.r W '? =' • • • "' \ 10 .t, = 12'3/'42• 183.00' 40.01' 20.09' • • ·-\" i N 25'53'35" W 111.56' • • \/, I L, = 22'23'45' 217.00' 85.45' 43.29' • • f '., :: N 0379'5o" W 125.20 • • _/J ~ , fo. -79,4'11' V\fHJ' 4/.49 24.83 • • / '--\_ -~ __ .,.,,"'·~--/'•-..... ---..._ ___ _,, ~ --"' ,......_ ____ ,,..,.._,. __ _,...-,, _____ __f ·~-·-, ... .__.-·- SEWER DATA @ DELTA/BEARING RADIUS LENGTH TANGENT I N 0379'50" W 161. 10' 2 .t, = 22'33'45" 200.00· 18.16 39.90 j N ?"i""lil'lli"# w 4 A = f1"48'.4"f• 'HJn.00' 2U.li9' WATER DATA INO DELTA/BEARING RADIUS LENGTH TANGENT I 2 5 N 0379'50" W lo. = 22'33'45" N ''"''35" W .t, -12'31 '42· N 13'21'54' W 190.00' 210.00' 154.15' 74_92· Ill.,,,,. 4.5.92' 141.61 31.90 23.05' REMARKS 8' PW: SOR 35 # /JI II # /JI ' II II # /JI • /JI II /JI REMARK<: 8" PVC ~ Cl/50 C900 HC58() • • • • • • • '\ i NOTE: SEE SHEET J FOR SURltrY MONUMENT, SIDEWALK UNOERORAIN SEWER ANO WA TER LATERAL DA TA. ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL fTHlIT7 CITY OF CARLSBAD I SH/EJETS I t---t---+----------------t-------it-----i---,---, ~ ENGINEERING DEPARTMENT 1---l--+----------------t-----t---t----t---i BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENTERLINE Kll IIONUAIENT LOCATION: CENTERLINE OF El CA/,1/NO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VEIIT. CONTROL DATA) ELEVATION: 68.479 OATW: /J.S.C. ct C.S. llll'RO'ICll£NT Pl.ANS FOR 'llllAGE K: FLAT ROCK STR££T APPROVED I~ -~ . . ,, ,.. ... -r LLOYD B. HUBBS ,,,. / .1/.i, J l-;."'~/,''/;-:;4/2,-,·e,:-::l--;;~;--;l.-:-;-Mt~-cc--A-;-::S;--·-;;.S;--:ll7~;-;'t-:;7:--; _,V.:;;,!;"~W;-;;-E;::-'.. o=--.-::w:-;-;.------+---t---t-----tr~---j RCE 238e"f EXPIRES 12/31 /05 CITY ENGINEER 7 ofi 'i , .. ,.. ,:., ./(). /i\1 -, 1 L-f:., Pl<'IVtwA'f,-cu~~u~ ,!¾~VI~ /"AWA ~ ~D;:W:;;N::::;B;:Y~: ==-~==-=:..= __ =;";::::'::::::::::::P:::R=o=J E~C==T=No==.==;;::::D:::::RA::W:::IN::G~N~O~. , CTATE 1J,•11TIAL ENGINEER OF WORK REVISION DESCRIPTION G: \SDSK\=>RQJ\98' C20\CWG\CAu> Vt.RA \9820<I08.DW'.; j-j1-2UOJ 7· '.)6: 29 arn XREFS 9ElL0KI 982JkSTR, 98207STR; 9620/JII: 9H;'•'.1KlJII; 9K~Or:l'IIU; 9Hf'UKMAP DATE INITIAL DATE INITIAL CHKD BY:--::"""',,,_ C. T. Of QI? 40.'J-l OTHER APPROVAL CllY APPROVAL RVWD BY: p • • -'L CMWD_ :040803 , "'C ffi ~ ~ G) 00.,:i. 00 .,, w _,. I CA) ...... -t---t---t---t---t--t-i ------1---'- / q, i ircA T---+_., - --------.----:-- 1 10 . ~ ~' 78 ~~ ~ ty 76 '/,cfif6<[;1.;;"()IJ!i,f'"-Hl-'if<i:ht---h.:,, (~ NQ I f~ 75 74 73 ©2003 O'Day Consultants, Inc. 79 '< • ~ 72 ff & [;80 ~ 'l" ~ IJ ~ ~ -l \J " " ; --i :i:: <.: ~ ~ -- 71 L_J_.J__ ----~-+-_;_---1----1--+-+-+-+-+-+-+-+-----+ ' ~ Sil £ ~ ~ ~ ti 81 7 / 70 I ! 12 • ~ ~ £ ~ ~ ~ ti --~ l2 '2 3. 1 ++-+---+--.L.---1----1-----1----+ 2. +9 70 13 SE£ SHEET 7 9 82 \ - ~ ~~, ~ ~ I\ ~ F. 69 • 3' 11· -, I 10 . t I l±"t--11-+-lvl SEE SHEET 6 ' I -------+---+--+--+--+--+---+----+---+----+-+ I L 14 15 --~~ t-J.O' 18' 20· ~----•ao· - -- - SCALE: 1 • • 40' 10 11 SANO CT. STA 12+91.26 G-12 CROSS GUTTER DATA 12 13 STATION ELEV. 0 A. F 12+40.10 422.36 G 12+#.26 422.11 NOTE: A-E ARE BASED ON ROCK RIOCE STATION/NC F-C AR£ BASED ON SANO COURT STATIONING. PLAN-SAND CT. NOTE/! SCAI.E I• -,I()' DESIGNED BY: K.H .. J.E. DRAWN BY: JS. BH, NC PROJECT MGR.· K.H. "AS-BUILT " SCALE: 1 • • 40' /.J ~ t:._ JOB N0.:-9!1-102!!___ .... ./ k % DATE: FEB. 2002 £ 1-----------------1 P.: +sr,,70 EXP./4/30/Q~ ENGINEER OF WORK: DATE El£Cll?ON/C OA TA flt.ES AR£ FOR REFERENCE ONl Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR'.CY CONTT?Ol BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERl.lNE llfll MONUMENT LOCATION: CENTERl.lNE fT EL CAMINO REAL AT ENGIN££R's STATION 454+92 PER R.S 1800-1 i .. +-· ' ---+- -+-+-+-+-+-----+-----+--c-1--1--+-+-+--"----..... - -----1--1--l--l--f---'jf'--'-l-=-j 10179 HUENNEKENS ST. I" L A N N I N G SM DIEOO, CA 92121 ENGINE£RH,1G PH(85llf.551H500 SURVEYING FX(858155M414 CENTERLINE DA TA NO DELTA BEARING RADIUS LENGTH TANGENT REMARKS 1 N 13'21'54 W 291.26 CURB DATA DELTA BEARING RADIUS LENGTH TANGENT REMARKS I 6 = 213V9'/0" 38.00' 141.31' 121.fifi' TYPE •c• CURB &-GUTTER 2 N 0372'4!" E 50.00' • • J 6 -/fi'J4'J.5" /0(),00' 28.93' 1-1.51' • • N 13'21"54' W --4 153.41' • • 5 6 = 102'23'(),f" 3QOO' 53.61' 37.JO' TIP£ "C"CURB 6 6 = 90VO'(J{J" 3QOO' 41./2' 30.00' TIP£ •c• CURB 7 N 13'2!'54 w 156.89 TYPE •c• CURB &-GUTTER 8 6 = 16'34'35" 100.00' 28.93' 14.57" • 9 N 29"56'29 w 5QOO • • SEWER DATA RADIUS LENGTH TANGENT REMARKS I N1J'2i71f4~W 324.26 8 PI-C SDR 35 WATER DATA RADIUS LENGTH TANGENT REMARKS 1 N 13'2/'54 W 332.11' 8" P/,t' N Cl.150 C900 HG580 NOTE: SEE SHEET J FOR SURVEY MONUMENT, SIDEWALK UNOERDRAIN, SEMR ANO WATER LATERAL DATA. ~ CITY OF CARLSBAD I SH1EJETS I 1----11---+----------------+---+--+-----l---1 LJL.j ENGINEERING DEPARTMENT 1-------11----+----------------+---+--+------l---1 IMPROVClllNT Pl.ANS fOR Vll1.A0£ K: APPROVED SANO COUHT ,~.;.,f ,wf UOYO B. HUBBS 'T/,r4/~ EXP.ES 12/31/05 CITY ENGINEER ?' 'oA'ri:: 271 D Loker Avenue West Suite 100 Carlsbad, Colifomio 92008 760-931-7700 Fox: 760-931-B680 Ci11il Engineerin9 Planning Processing Surveying ( RECORD FROM: COUNTY BENCH LEVELS (NQ COUNTY ~T. CONTROl DATA) DATE INITIAL DWN BY: CHKD BY: PROJECT NO. DRAWING NO. C.T. -01-02 403-7 DATE: Z '/1,/ ,1$ RCE: 6022 ELEVATION: 68. 479 OA TUI.I: U.S. C. ,t GS. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD_-_ G: \SDSK\FROJ\981C2O\DWG\CALAVERA\98?0KID9.DWG ?-U-2OC3 3: 50 23 µrn XREFS 9820KI; s;820<STR; 9820KPR0: 9820/STR; 982Ck,,11; 9820KMAP 040803 +-+--+' -+-----+--t--+--t'-+-+--+' -+-+--+--t--+--t-+-+--+---l --+----t--+--t-+-+--+-+-+--+--t--,.--t-----+--+-+-t--·+--,--+-+--jl--+-+-+--+--,-+-+--jf--+-+-+--+-+--++-+-1--+-+-+--+---I ' I· l : . I. . ' +-·-·-+-.. --+-+-I - ---+--- ,,, ' ---_ ' . .. . . . ,,. 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(ll~filSS8-14H 2710 Loker Avenue WMt Suite 100 Carlsbad, Colifornio 92008 760-931-7700 Fa)(; 760-931-8680 Civil Engineering Plonnln9 Processln9 Surveying 12 PLAN-PEBBLE ST. SCALE t• -40• . '.2. - "AS-BUILT DESIGNED BY: K,H., J.E, DATE: FEB. 2002 ~ DRAWN BY: JS. BH. NC SCALE: I• • '.\O'_ ~~}: ~uf,._;, PROJECT MGR.~· ~K-.H~. __ JOB NO.: 98-1020 1------------------t P.E, ~70 EXP. c;/io/<1C. ,,R(VIEWf:D BY: DATE: 2/ 1 / /_~ .Jc:_.IJ. -7"1 ENGINEER OF WORK: KEITH W. HANSEN RCE: 602113./ INSPECTOR • .. t--t-.c+--1---'"t---+·-t--+--t--+--'l--+--+--+-'-t-· ------I • : • ,, r:• " ' "" "' ' :1.--. , I I· ·· ' ' . 6 8 " DATE 11q/4f ATE : . : . ·:. r. G-12 CROSS GUTTER DATA STATION ELEV. 0 FL A 25+81.55 ,f.11.82 l--'cec-t-~2.""'5+98. 69 411.32 C 'll/.L1A.''0 ,f.16.16 0 26+.J1.88 ,f.15.9.J £ 26+64.,flJ ,f.13.59 F 11+14.41 418.17 G 11+41.34 -f18.06' . 1 ·: "' ' ' ' ' --I-+-+-·· -----I -+,----+--+--+--+--t-+-+--+-----f---· . --"·· . ------+---t--j +--+--+--+--+-+--+-l--+--1--· --+--+---< I . I -=-t---t'--'1--+---- -------- ··+---+-.--t-t---t--t--t- i CENTERLINE DA TA (tlO) DELTA/BEARING 1 N ii'J!J'4r E 2 6 = 2671'0.J" .J N 08'37"19" W RADIUS LENGTH 5,f,55 200.00· 91.15 TANGENT 46.10 CURB DATA REMARKS NO) DELTAj~~-R_-,l~NG~RA~DIU""'S~LE=Ne"eG'e'eTH~l'.'""AN.,,;;G=ENT=aJa===~RESc'M=ARCCCCK~S=~ 1 6 = 90"49'.21' .Jaoo· -,1,55• .J0.4.J' TiPE ·c· CURB &-currm 2 6 = 11V9".J2' 18.J.OO' 5-f.80' 27.61' • • J "'-= 109TJfJ'12• .J0.00' 57.N' 4218' • • ,f. 6 • 697J'11· .J0.00' 36.2-1' 20.10' • • 5 6 = 24'51'49' 217.00' 94.17' 41.84' • • 6 N 17'39',14• E 14.31' • • 2242' • • SEWER DATA <@: DELTA/BEARING RADIUS LENGIB TANGENT REMARKS 1 6 = 1974 or_-t-'2,=i1=·0. ·=oo=-"ii---'6'f.1.'ii.1i:i'-, ·'T-=.JJ.=·=89~-i--~e_· p'-;~~-';so.;"w'-",;'--.J5---J 2 N 08".Jl'/9' W J/.0-f' • • • • ~ I 2 .J WATER DATA DELTA/BEARING RADIUS LENGIB TANGENT N 11'39'4-f' F 6 = 2877'oJ' N nH"J/19"' W Jl.82' 19000' 81.16' ,f,f,.J6' Ji.,,. REMARKS 9-p~ N CL150 C900 HC580 . . . . • • • • NOTE: SEE SHEET 3 FOR SURl/rY MONUMENT, SIDEWALK UNDERDRAIN, S£Vrffl AND WA TFR LA TFRAl DA TA. NOTE: A-EAR£ BASED ON ROCK RIDGE STA l!ONIN(; F-C AR£ BASED ON PEJJBIE STREET o· 10· .. 20' STA l/ONINC. SCALE: 1" s 40' NOTE.· [ll EXISTING .KJINT /Jlll/TY TRENCH (g) "STOP' PAV8/ENT MARK/NC PER CALTNANS STANOAROS A2,f/J #TTH 12• STOP BAR NOTE!! ElECTNONIC DATA F7l£S ARE FOH HE!Tl?ENC£ ONLY ANO ARE NOT TO BE USED FOR HOHIZONTAl OH VER TICAl SURVEY CON !NOL BENCHMARK: DESCRIPTION: STANOARO M--10 Sll/ffT CENTEJ?l/NE ltfll AIONUUENT LOCATION: CENTERLINE OF El CAAi/NO REAL AT EMJ/NEE:R's STATION 45#92 PER R.S /8(}(}-1 RECORD FROM: COUNTY BENCH l£VElS {NO. COIJNTY ~T. CONTROL DA TA) ELEVATION: 68,,(79 OAT/JU: 1/.S.C. .t GS. l---+----+-------------+---+--+-----,t------1 I S1HEOET I CITY OF CARLSBAD I SH/EJETS I ENGINEERING DEPARTMENT :==:'....:::::=========-====: IIIPRO'IDIENT Pl.ANS fOH 'IIL.LAGE K: P£8Bl£ STH££T APPROVED l-:,o::c,1,.,6)::cr/or::~:+-:,ecct,c:,11-:-+(1.7SC"")A-.:;:$'""'-.8~11.:,z:-:-'l.-c,=7~~·M~~~::-:w_7-c:e~':-o:..;_w.;:;_.'=~'='='='='='='='='=:~===-=-t====t:~~~1~---I ~~38?m-;is21'to1To~~~ ~N~1~8~~R ~[4.7 '> .rfl. /1\ 5E£Vr=, v'<'.IVf:111,1,y'~ l'E;P. !Uf1f' 4 sr. Ll"IHf .ti/ft/I'.) ~ 'I DATE DfllllAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \SrJSK\PROJ\981820\DWG\CALAVCRA \9820Kl1 O.'JWG 2-1 J-20CJ J: 29: 39 pm XRt 0S· 9820KI; 9820k';T9; 98207STR; 98207UTL; 9820kpro, 9820KUTL; 9B20KMAP OTHER AP~ROVAL CITY APPROVAL OWN BY:~·• CHKD BY: ' RVWD BY: , PROJECT NO. DRAWING NO C.T. 01-02 403-7 CMWD o4oso3 I C/) C ffi ~ ~G) .... ~ 00 Ow ~. .... "' (,) • ,__ --+C-C-l---'--l------1------1 \. -t--t----t----t-71~:; t -~ ~'11------l----l---l--+--+--+---I-'-----+--'-+---+---+-------+--; ~l!ti--o·=t~·~:H.s -~•,~-+--+--+--+ "i 0 s- • -~ ~ ©2003 O'Day Consultants, Inc. • ! . t • 5' 20' Cl TYPE "A-!" C----~ 25' L=-20' j' !22fJ512 PCR CURB INLET DETAIL CORNER OF TAMARACK ANO STREET' ':4 • NO SCALE -HUNSAKER -?1; t-~~~~.½"fES 10179 Hl,llNNEKENSST. p LANN 1 NG SAND1EGO,CA92121 ~ [NGINlUIN(; PH/858)558-4500 ~ SORV[VtNC FX(8SB)S58-141,4 2710 Loker Avenue WM1 Suite 100 Carlsbad, California 92008 760--931-7700 Fox: 760-931 -8680 Civil Engineering Planning Processing Surveying i •~+c++++++'-'l·IH---+.----+.----+-+-+ 8+--..+-+-+++-++++=i,..t+ 10 NOTE: D/1S1/Nf; .KJ/NT UTll/TY Tl?lNCH ENGINEER OF WORK: KEITH W. HANSEN 11 SCAJ.E: HOHIZ 1 • = ,I()' tcRT 1• • 8' 12 .79. 4 RCP tJ -a = ~A C; 1.J STORM DRAIN PLAN-ROCK RIDGE RD. SCALE 1• = ,I(}' DATE 11/4/o-t DATE BENCHMARK: DESCRIPTION: STANDARO M-10 STl?EET CENTERUNE llfll MONUMENT LOCATION: CENTERl/N£ OF £l CAIi/NO REAL AT ENGINEER'S STA l/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEITTS (NO. COUNTY VERT. CONlROl DA TA) ELEVATION: 68.419 DAll/11: IJ.S.C. ct GS. I STORM DRAIN . DELTA BEARING RADIUS LENGTH 1 N 51V9'19• If 6219' 2 N 41'2818 E 55.16 J N 09~0•19• If 9.22' 4 N 42"31 '.Jo• If 21.16 5 N 47'28'18 E 111.05' 6 N 3817'.28 If 19.19 t 1 O • 40::;_' iiiiiiiiiiiiiiiiiiiiiiiiiiil 20· ao· SCALE: 1 • • 40' DATA REMARKS 18" RCP ~ 1350-D 24• RCP ~ 1350-D /8' RCP ~ 1350 D • • 24 RCP ~ 135o-D • • NOTE!! ELECTRONIC OATA f1l[S ARE f'Of? HEFERENCE CNl. Y ANO ARE NOT TD BE USED FOR HORIZONTAL OR ',,f'RT/CAL Sl/R',,f'Y CONTROl SEE SHEET ,I FOR SEWER, WA 7ER, ct SURFACE IIIPR0',9/[NTS. ~ CITY OF CARLSBAD I SH1E.JETS I 1------1'---+----------------1-----+--+-----l---l l_J_!j ENGINEERING DEPARTMENT l----lf--+----------------t----+--+----1---l ENGINEER OF WORK REVISION DESCRIPTION Gi\SDSK\PR□J\981020\D'w'G\CALAVERA\ 9820KI11.D\JG 2-13-2003 3130131 pl'I KREfS: 9820KI: 9820kS~: 98207STR: 9820l<Pft0: 9820KUTI.; 9820KMAP; 0820i'Ull; 9820TI>0!5-A STOINI DHAIN Pl.ANS FOR: ROCK RIOG£ ROAD TAJIAHACK Af/F.ro STA 12+7.1.4.T APPROVED CMWO __ -__ '040803 en C ~:E ~G') ..... .j::I. ..... 0 0 Cl,) 'Tl I .....-... Ci) . Pt ,-+--+---+--ccic-ct-c-±-cct--t-+--+--+---+--cci-,.+--±-c-+--t-+--+--+---+--cci~+-= ·' ---t J +--+-+-+--+---'---I l+-+--!--l--+-----l--+---+--1 'c--t--~t--1--t-----1---1---1---1---1-.. . ~+-----1---1--+--+-t .13 r--t----i--+-? //il +--+-+ ~ flil i i -c-c-c-c1 . ~ "' ·+--+--+ ""4---;:j~~-+-H++-'----+--"-..W-++c+~-+-+-+-+--+---1-c+-+-+-+-+-~rn~+---1-+-+-+-+-l-+---l44.J-l-l-+---l--l-++-+++---l-+-+-F4++---l-+----4-W+-i-.:.--+---l--~4__L___l---+--!-W4-i-.:.-1---+--1-w++·~ :!:'t..t;:--t----t----t----t----t--tt-t--t--t--t--t--t--t--t---+--+--+--+--+--+--+--+--+--+--+---+--++-+-H~...--P- I +-+-+-=".'If·· --l+--'+"+"+->.i-+-+--+-++-..j I ·+--+--+---+---J~ ~' \ >----I--+-+--+--+--+--+-+ .• ~. ~~r,--, ,, 11 ·~-+-+-+--t--+-+---+--+c-t---t-tc-~ j V,i<, _;; /0. F, ····~--t-+--+--+---+--1-t--t-ct--t-+--+--+---+~~t--t-·,f. 13 1.f. ©2003 O'Day Consultants, Inc. ■HUNSAKER ~!'-~~~½'[ES ,o,n HUINNIKIJreST. "I. 11 fll NI fll C 1',HDIIOO,C,t,,12121 INQINl111NC PH!-IIMIQO IU IV IV! M 0 n. !IH)IH•1•1• 2710 Loker Avenue West Suite 100 Carlsbad, Colifomio 92008 760-9.31-7700 Fox: 760·-931-8680 Civil Englneer!ng Planning Processing Surveying DESIGNED BY: K.H, J.E, DRAWN BY: JS, BH, NC PROJECT MGR.· K.H. ENGINEER OF WORK: 13 DATE: FEB. 2002 SCALE: 1 • • 40' JOB NO.:.J!!l--:102!L_ 13 +--+-+--+- f,f. "AS-BUILT ~iub_ EXP. ?, /,3o/p<,, ,, ,--,---1 i-----------+--+-·l·-..... -·--- - CL 15 .. •,; I .,, <!; .~ ,., l+-f--.-+-1·-·t~ ··~· r ~-t-~,r.,~ -*~--f-~~---1 ill~t·•~-· 1---+-+-4 --1 I ~-I +-+---'J-'...'l 1·-t-+-- l i ,_, K I:;,; H-'-'-'l-'+'-+--f=r'c'+'"l--"'!---",i'--r2,· .c.:5%-+=t"=±=-+--J I + I +--+--+---+-I I . I 16 17 18 \ \ \ \\ 0, \ " .... • \ \ -~ " ~ i \ I \ 8 ' ' \ ' l:) • \ I ..... \ ~ ii, I I I ~ I \ ~ \ \ ;!:: \ -' 18 \ \\ ~ \ II ' .... \ ._ I 1::, 'l;i .... • -----i:!, ~ II' ~ +--+--+-+ i!:: " . ti ::i; CL• +--+-+-+--+--+-·------- 7.76' I a• 1?0 t---+--cci----1 020. 0= .!.8 v'-13 F,', © 1--t--t--+- STORM DRAIN DATA 0 I 2 .J 4 5 6 1 8 9 10 II 12 1.J DELTA EARING RADIUS LENGTH REMARK:S . N 3877'28• W 11.0J 2,f.. RCP ~ I.J50-0 N 51',f.2'32• E 93.46 24 RCP ~ 1350-0 N 3877'28• W 29.18' 19• RCP ~ 1350-0 • A = 0T4.J'.J8• 193.00' 26.0.J' • • • N 51',f.2'32• E 21.15'. • • N 60Vl'47' E 1.16 • • A = 19'56'52' 193.00' 61.19' • • N 09'25'4.J" W 89.99' • • N 09'25'4.J' W 89.99' • • t::. = 14'25'12· 207.00' 52.10' • • N 2.J'50'55' W 2,1.11· • • -· N 66V9'(}5 W 21.15 • • N I0'.J9'.J6 E 1,1.29 • • • PRO',fOE WA IE/I llCHT .KJ/NTS a· 10· 40' -----20' SCALE: 1" = 40' NOTE ii El.ECTRONIC OATA fll.ES ARE" FOR ~ ON/. r ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR VERllCAL Sl/R~r CONTROL SEE SHEET 5 FOR SFIIER, WATD?, ,t SURFACE IAIPRO',£M£NTS. -____ J __ . -'STORM DRAIN -P._'LA_N_-_R~OSCAJE=C..::-::'K-:: 1 .,...._R--::~~:;=rp_G.~'.E_R='D~1-r:=~--=~-:_=~-_=:f--=~--=~--=~--=~--=~--=~--=~--=~--=~-_=:+--=~--IJ:--=~~=~-_=:+--=~_J;::l s::::1HE2:::::ET:::;-I ;::C:::::I:::::T:::::Y;;::::;::O::::;;:F;:::::::;:::C:::;:A::::;;:R::;;::LS:::;;:::;::B:::;:A::;;::D=1 s::::H1E:::::E 7T~s I ..., ENGINEERING DEPARTMENT v :==:'...':::=========:::::....::===: BENCHMARK: DESCRIPTION: STANOARO M-10 SmEET CEN7Ef?l.lNE HEZL MONUMENT LOCATION: CENTT:RI.INE fT El CAAi/NO REAL AT ENC/NEEJtS STA llON "5,f.+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH Lfl'f/.S (No. CWNTY '.!RT. CONTROi. OA TA) ELEVATION: 68.419 OAT1JM: IJ.S.C. ,t G.S. ENGINEER OF WORK REVISION DESCRIPTION l!RU'S! 9820!(~ 98207S1R; gl'J2C)(PRO; 9120KS'II':; 98'.lOKUtt..: 1820~-A; 9820!CMAP; 9820APR0 STORM DRAIN Pt.ANS FOR: HOCK HIOGE HOAO STA 12+7.1.,IJ TrJ £ND or STrJliJI DRAIN APPROVED DATE OTHER APPROVAL CITY APPROVAL PROJFCT NO. C.T. 01-02 Gi\SDSK\PROJ\ 981020\D\o/G\CALAVERA\ 9820KI12,D\JG 2-14-2003 9•35103 of"\ )!REFS: 9820KI; 98207SlR; 9820K?RO; 982C4<SlR; 9820KUTI.; 9820lP05-"; 98201<MAP; 9820APRO DRAWING NO. 403-7 040803 I -L .. __ .. ,_, ---.. +-L+'----+--'~+-+-++-+-"-+~f------4'//J-+---+-'--t-1-----J----r----i---, -+-+-+c+--t---+- -l--+-+-+-+-+-+---c---7" i ------- .._ ~ " ©2003 O'Day Consultants, Inc. 2, ..... I ~ '1 a I / ~ / I / / ~ / I +- HUNSAKER & ASSOCIATES SAN n I l c..; 0, INC. 1011g HUENNEKl:NS ST. I" LAN ,.. I NC SANOIEG0,0.92121 {N,C IN El Kt NG PH (858) SS&-4500 SUR II E y I,.. G fX (858)558-14H 2710 Loker ,f,venue West Suite 100 Carlsbad, California 92008 760 931 7700 fax: 760 931 L8680 Ch1il Engineerinc;i Planning Processing Surveying 25 DESIGNED BY: K.H,. J.E. DRAWN BY: JS. BH, NC PROJECT MGR.· K.H. I I 26 DATE: FEB. 2002 SCALE: 1 • • 40' JOB NO.: 98-1020 1-----------, ENGINEER OF WORK: ;U KEITH W. HANS RCE: 27 --f- 27 / I I I I PLAN-ROCK RIDGE RD. SCALE 1• • ,ff)' "AS-BUILT 2.,.,, -,I J:f?,>,J.,.act: P.8'1'17:,(70 EXP. 1,,/.30/0(p " DATE 28 29 BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOARO 11-fO STREET CENTlJ?l/NE 1/fl.L MONUMENT CENTlJ?l/NE (T El CAI.I/NO REAL AT ENGINEER'S STATTON 45-1+92 PER R. S 1800-f COUNTY BENCH /£VELS {NO. COIJNTY IOIT. CONTROi. OATA) 68.'119 OA 11111: U.S.C. ,t C.S. '~.:-- ~ ~r-· -t---r-t-----t-cr-~:::r 30 I 2 J 4 5 6 1 8 t 10' ----40' 20' SCALE: 1 • = 40' -.., i • B • • "' ,I, ~ STORM DRAIN BEARING RADIUS LENGTH N 4IVl'J9' W 26.75' N 41Vl'J9 W 2.15' N 48'52'oo E 24.80' 6 !6'5116 212.00' 62.J6' N 11'2241 E 22!.8 6 = 2JV444 211.00' 84.99' N 85TJO'oo" W 14.67' N 4.1'36'2I • W 8!.96' 80' DATA TANGENT REMARKS !8 RCP ~ IJ50 0 • • • • J1.4f' • • • • 43.08' • • • • • • NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE CW1_ Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VER TlCAL SIJR'.£Y CONTROL S£E SHEET 1 FOR S£IICR. irA TER. ,t SURFACE !MPR0'.£1./ENTS. [==±==±==================+==~==~===F=~ LI S1H3E=ET~I =C=I=TY~O~F===C=A=R=LS===B=A==::.cDl===J=,I ;::: ENGINEERING DEPARTMENT STORAI OHAIN Pl.ANS FOR: ENGlNEER OF WORK G:\SDSK\PRDJ\981020\ll\,IG\CALAVERA\9820KI13,D~G 2 14 2003 9149109 !\M XREFS· 9820KI: 9820kSTR; 9A2CKPRO; 9B207STR; 982071.111; 9820KMAP; 9820KU1l; 9820TP05 A HOCK HIOGE HOAO Cfll.-lJ£-IMC CMWD ' I 1 iQlf0803 ' oo C ~ :E ~ G) ....~ "'o Ow 'Tl I .......... w