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Home My WebLink AboutDWG 405-4; CT 01-06; CALAVERA HILLS VILLAGE X; 01-15DECLARATION OF RESPONSIBLE CHARGE I I HEREBY OECI_ARE THAT I All THE ENGINEER OF HO?K FOR THIS PRMCT, THAT I HA Vt EXERCISED RESPCWS/BlE CHARGE OVER THE OESIGN CW THE PRO.£CT AS 0Ef1NEO IN SECTICW 670.J OF THE 8/JSINESS ANO PROITSSIONS COOE, AND THA T THE DESIGN IS CCWSISTEN T Ill TH CURRENT STANOAROS. I UNDERSTAND THAT THE CHECK CF PRMCT DRAIIINCS AND SPEC!f1CATICWS BY THE CITY OF CARLSBAD DOES NOT REUEVE IIE, AS ENC/NEER OF Ht?RK, CF MY RESPCWSIBILITIES FOR PRO.£CT DESIGN. ODAY CONSIJL TANTS, INC. 2710 LOKER A VE. HEST, STE. 100 CARLSBAD, CAUFORNIA 92008 (760) 931-7700 /<t,d. /?.a· DATF.,__J/'[/63 KEITH W. HANSEN R. C.E. NO. 60223 EXP. 6/30/IU O"ffNER/OEVELOPER: CALA VE.'i'A HILLS II, lLC A CALIFORNIA LIii/TED LIABILITY COMPANY 2127 HOOVER AVENUE NATIONAL CITY, CA 91950 {619) 336-3673 BY.' llcll/LLIN COMPANIES, LLC A DELAWARE Lll,1/TFD LIABILITY COMPANY ITS: MANAGER KEY JIAP J,EGEND PROPOSED SEWFR ••.••••••••• -S-- - ACCESS HOLES ,t No_ • • • 020 WATF.R ............. -W-- RECWME/J WATER. • • • . • . -RW- f1RE HYDRANT ASSY.. . • • • . STREET LICH[ STORM DRAIN . -tf-- CATE. l/4Li,1".S: • . • . • • • • _____ _ SHEET NUMBER • • • • • . • • • CITY OF OCEANSIDE .--SIT£ PER owe 390-9 w PW n------- SD VICINITY MAP I I ,,. .,,,,..., ,,,.,.,, I I """'"''"" /I /I /I /I /I I I I II I 23 I ,,, SPACE I 10 I I I I PROJECT LOCATION I I I I I I I I 82 I I I 85 84 83 11, 14 I I I KEY .MAP SCALE 1• • 100' _,. 39 THIS PRO.£CT IS LOCATED MTHIN ASSESSORS PARCEL No. 168-050-21, ,t 168-/U0-29 THE CALIFORNIA COORDINATE. INDEX OF THIS PRO.ECT IS N .1§2 E 1Hl REFERENCE DBA.ff/NGS COLLECE BOULEVARO IMP. COLLEGE 80/JL£VARD GRAD/NC TRAmc SIGNAL. STRIP/NC ,Jr SIGN/NC BASIS OF BEABINGS THE BASIS OF BEARINGS FOR THIS Slh'i'VEY IS THE SOUTHERLY LINE OF R.O.S. 16661. 1£. NORTH 89'25'.Jl' llf:ST 390-9 390-9A /05-,fB SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOl+N ON THESE PLANS WAS GENERATED BY AERIAL SURl,f"Y IN JANUARY, 1999 BY SAN-LO AERIAL SIJRVEYS. TOPOGRAPHY SHOl+N HERECW CCWFCi?IIS TO NATIONAL MAP ACCURACY STANDARDS LEGAL DESCRIPTION: LOT I OF CT 00-02 PER MAP No. 145-11 01-06 o· 2s· 100' 50 SCALI 1• -100' IYOBK TO BE DONE THE IMPROVEMENT 'MJRK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOLLOIIINC DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCllON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLS/JAO 111/NICIPAL COOE. 2. CITY OF CARLSBAD STANOAROS. 3. THIS SET OF PLANS. -I. THE STANOARO SPECIFICATTONS FOR PUBlJC 'MJRKS CONSTRUCTTON (CREEN BOOK) 5. SOfLS REPORT AND RECOMUENDA TIONS BY GEOSOILS, INC. DA TF.O: OCTOBER 20. 1999 6. THE SAN DIEGO AREA REGICWAL STANO.ARO DRAIIINCS AND AS MAY 8£ llaJ/f/£0 BY THE CITY OF CARL58AD STAN.DAROS. 7. CARLSBAD 11.W.D. RULES AND RECIJLATTONS FOR CONSTRUCTTON OF POTABLE, RECLAIMED ANO SElltR SYSTF.MS LATEST REVIS/CW OF STAN.DAROS ANO SPEC/f1CA TICWS. 8. PLANNING COl,fll/SSION RESOLUTTON No. 5301; 5308; AND 5309 DATED: NOV 6, 2002 9. CITY COUNCIL RESOf.UTION No. 2002-368 LEGEND DESCRIPTION SDRSD DWG. NO. SYMBOL STREET IMPROVEMENTS: STREU SURVEY MONUMENT. . . . . . . . . . . . . . . . . .JI-10. . •••.••• P.C.C. 6• CURB ,t CIJTTER. • • • • • • • • • • • • • • • • .C~2. • ••••••• 6.CI.IRB ••••..•••.•••.•••.•••.••••• C-1 ..•••.••• PEDESTRIW RAMP ...................... .C-21 • . ••..•• ~ A. C. PAVEMENT I I P. C. C. CROSS C/JTT£R. P. C. C. SIOEWAI.K (-17 . RESIDENTIAl DRMJIHY • • C-12' ,Jr CS-9'! •• · C-27-• • • • · • • • .c-u• ....... . SlRt:ET 1./CHT (100-W HPS) 9,500 LI/MENS ••••••••• E-1~ cs-6•~ CS-21'! •••• STREET SIGN· • • • · • • • • · • • • • • • • · • • • • • • • • • • • • • • • • • • • • • · • STOP S/CN W /DOll8I.E STREU Nl,ME SIGN. • • • . . • • . . • • . . • • • • . • • • . • • • 12• WHITE LMI/T LINE ,t "STOP• LEGEND •••••••••••••••••••••.•••.• SEWER: n-- ~ + -STOP a• P.V.C. SEWER •.•••.•••.•••••••••••••.•••.•••. ---s--- SEWER ACCESSHOlE • • • . • • • • • • • • • • • • . • • • • C.11. W.O. S-1. • - ---0-- QUANTITY 21 EA 9,111 LF JOO LF 16 EA 1#,-IDO SF 3,860 SF 35,600 5.F 26,620 SF JD EA J EA 9 EA 8 EA -1,298 LF 19 EA SHEET INDEX ,1• SEWER CLEAN.OUT. •••••••••.•••.••••.• C.11.W.O. S-6. ,1• SEWER LATERAL W/CLEANOUT ••••••••••••••• C.11.W.O. S-1. 2 EA 45 44 43 NOT£ _II 2 SPAC£ SHEET NO T 2 J 4 5-6 7 8-9 10-TT 12 TJ-15 il.£C7ROIVIC OATA RL£S AR£ FOR R£F£R£/VC£ 0/VL Y AND ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: LOCATION: STANDARD 11-10 STRFIT CENTERLINE HELL MONUMENT CENTERLINE OF El CAIi/NO REAL AT ENGINEER'S STATTON -15-1+ 92 PER R.S 1800-1 f ' \ RECORD FROM: COiJNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68. 479 DA TUii.· N. C. V.D. OF 1929 \.. DESCRIPTION TITLE SHEET, & KEY MAP NOTES, SECTIONS, & DETAILS DETAILS RIFT ROAD GENTLE KNOLL STREET RA VINE DRIVE PLEASANT VALE DRIVE CRATER RIM DRIVE BASIN ROAD STORM DRAINS WATER: (C.O. NOT SHOWN ON PLAN) a· P.v.c. a· P. v.c. WATF.R MAIN (CLASS 150) WATER MAIN (CLASS 200) -w-- -w-- 8" CATE WI£ if' ~LI£ BOX ASSEl,IBLY ___ . _____ .C.M.WD. W-16 __ ••• -_,___ END CAP ASSEMBLY ••••••.•••••••••••••• .C.11.W.O. W-15 ••••• --W-:-:--3 RRE HYDRANT A.SS£1181.Y ••••••.••••.•••.•• .C.11.W.O. W-12 ,t 11-/9. ___ r_ 2• BLOW OfT 114LVE A.SS£1181.Y (80) ...........• .C.M.W.O. W-6 -<>--W-- I' AIR VACUUM m!lf" ASSEMBLY (,4.V.A.) •••.•••••• .C.11.W.O. W-1 • 2• MANUAL AIR R£1.EASE {11.A.R.). • •••••••••••• I' WATER SERVICE. • ••••••.••.••...•••. THRUST BLOCK. . •...••••............. .C.M. W.D. 11'~6 • • • • ...... -W- .C.11.W.O. W-3 ••••• f--- - - ---@ -CIIWD W-15, 16 ,t 19-• -{, RECLAIMED WATER: RECLAIMED WATER IIAIN (./?(CLASS 200) -RW-_ I' IRRICATION WATER SERVICE. ••••.•••••••..• .C.11.W.0 W--1 ..... f--o-- --(i) 2• BLOW OfT m!lf" ASSEMBLY (80) . . ..................... . I • AIR VACUUM IW If" ASSEIIBL Y {,4114) • • • • • • • • • • • • • • • • • • • • • • • STORM DRAIN: 18• RCP STORM Of?AIN •••••••••••••••••••• .[J-60. • •••.•••• 2,1• RCP STC1?1.f DRAIN .•.••••••••.••••••.. .[J-60. 30• RCP STC1?1.f DRAIN .•••••••••.••...•••. .[J-60_ TrPE '8' CI.IRB /NlET W/ "NO D/JIIPINC" TTLE. ••.•••. .D-2' OS-I" • • • • • • TrPE '8-f' CURB /NlET W/ "NO 0/JMP/Nc• TILE .•••.•• .[J-2• OS-I" • • • • • • -+--RW- • ------- --··-__....,-_ @I JIODIFY CURB INLETS. • • • . • • • • • • • • . • • • • • • .D-2• • • • • • • • • • • . • • • . • • • • TrPE ':-4 • STORM DRAIN aEANOUT. . ......... . SIDEWALK /JNDERDRAIN. . . . . . . . . . . . . . . . . . D-9. . . . . . . . . . • . • . = ~~~ 0-21. • • • • • • . • • • . -i1 • A.S IIO()IF/£/J BY CITY OF CARLSBAD STANlMROS FOR PUBl.lC IMPROVEMENTS 116 EA -1,408 LF 320 LF 18 EA J EA 16 EA 8 EA I EA 10 EA 118 EA 15 EA 690 LF I EA I EA I EA 183 LF -168 LF 213 LF JEA 1 EA 2 EA 9 EA 213 EA m-HUNSAKER •• CITY OF CARlrSBA:::.c::.D__:S:...TlJ.::c....:O:...Ht:c.::... __________ --,----------------, ------., & ASSOCIATES 5.1!,N OIECO,INC 101 ?"!I HUfNNfmtS ST PLANNING SANDIEGO,CAU1l1 ENGINEERING PH!e58)55~500 S U 11: II E YI N G FX !8'ill) §§!1-1414 ~'-..,''-._. ,_,A., A,_,/J 2710 Loker >,venue West Suite 100 Corlsbod. Colifornio 92008 760-931-7700 fa>:: 760-9J1-8680 Ci'lil Engineering Planning Processing Surveying DESIGNED BY: KH. JT, KS DATE: DEC. 2002 DRAWN BY: NC, KF, OO'D SCALE: 15 SHOWN PROJECT MGR.: K.H. _ JOB NO.: 98-1020. _ ENGINEER OF WORK DATE '1,/'/ /43 KEITH W. HNIS£N RCE: 80223 NOTE: SEE PW6. AID 404-7 FOK WRTc~ 1RS-8UILTS" FOH CDllE6c RNP . CRW/JN lrORP5. CITY OF CAlllilBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S)_j§__F.FLOW 1500 G.P.M. OUT OF _J _ _F.H.(S) . BLDG. SPRINKLED .JjQ__ .. .F.FLOW 1500 G.P.M. s/9/4s CARLSBAD MUNICIPAL WATER DISTRICT (\.£Cu,. 1 'ba/d- 1 ~ --'~ --,~ FIRE IWISllALL WILLIAM E. f«.UMMER DA TE ' DISTRICT ENGINEER R.C.E. 28176 EXP. 3-31-06 DATI: DATE Ryyv. -I ~-D--~-:: ~ ~~-----lt:1s-os /"INSPFCTOR DATE I SHE1E'f I CITY OF CARLSBAD I SH1ESETS I l----+---+--------------------+----1----1---i-------1 ENGINEERING DErA.RTMUr l-----l---+----------------t----i----t-----1--7 ff-tt•tJ4 ,ft.H /1\ "RS-BVlt.rN. AIEW ENtilNEE,f' iJ.F WiJ,f'I( DATE INITIAL ENGINEER OF WORK DATE INfTIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1;. \J'.:BS\~OUL·\·:;ffC2C\~H}CJXl(f· )WC (i.'3/2E./2:JC3 1~ 2'.i 02 =•r~ p[J-;- XREFS: 9820XI, 98nASTR, 982CXIAAP, g1,2okUTl, 9820AU7-; 9820XSTR IIIPflOYE'll£/ff Pt.ANS FrJli CALA ~ HR.LS II Vfl.LAGE X: APPROVED TITLE SHEET KEY NAP AND LEGEND A ... -~ -• ~ -• • I --~ LLOYD B. HUBBS Pl 238 lXfil"lS 12-31-05 CITY ENGINEER OWN ~Y: -~~ CHKD BY: G.V2. ... RVWD BY:----;;--,- PROJECT NO. C.T. 01-06 1,/M12_' 6AT~ DRAWING NO. 405-4 102403 C :e -G) 0 -.s::. -(11 0 01 ~ GENERAL NOTES I. THIS PLAN SUPERSEOES ALL OTHER PLANS PREVIOUSLY APPROVE!) BY THE CITY OF CARLSBAO REGAROING IMPROVEMENTS SHOIM-I ON THIS SET OF PLANS_ 2. APPROVAL OF THIS PLAN 00£5 NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAO WNICIPAL COi)£. RESOLUTION OF CONO/T/ONAL APPROVAL. CITY STANOAROS OR OTHER AOO/ TIONAL OOC/JMENTS L /STED HEREON AS THEY M<IY PERTAIN TO THIS PROJECT_ THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS /111£N NON-CONFORMANCE IS OISCOVEREO. 3. Cl TY APPROVAL OF PLANS OOES NOT REL !EVE THE OEVELOPER OR ENG!NEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS 0/SCOVEREO OUR/NG CONSTRUCTION_ ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEO TO THE CITY ENGINEER FOR APPROVAL- 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL 8£ REOUIREO FOR ANY WORK IN THE PUBLIC RIGHT OF WAY_ PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE WST 8£ FILED NAMING THE Cl TY OF CARLSBAO AS AN AOOIT!ONAL INSURE!) ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $/,000,000_00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY Ml/TING THE POL ICY MUST HAVE A RATING OF "A· ANO A SIZE CATEGORY OF CLASS VAS ESTABLISH£!) BY "BESTS' KEY RATING GU/OE. 5. NO WORK SHALL BE COMWENCED UNTIL ALL PERM! TS HAVE BEEN OBTA INEO FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6_ REVISION OF THESE PLANS M<IY BE REQUIRED IF THE PROPOSE!) IMPROVEMENTS ARE NOT CONSTRUCT£!) PRIOR TO THE OEADLINE DATE OF THE IMPROVEMENT AGREEMENT_ 7. NO REVISIONS WILL BE M<IOE TO THESE PLANS WITHOUT THE Hf?ITTEN APPROVAL OF THE Cl TY ENGINEER, NOT£!) WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET_ 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE Cl TY ENGINEER_ 9_ THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY 10. ACCESS FOR FIR£ ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON_ I/_ /111ER£ TRENCHES ARE WITHIN CITY EASEIENTS, A SOILS REPORT CfM'R!SEO OF.- (A) S/MMRY SHEET. (8/ LABORATORY WORK SHEETS ANO (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STATE OF CAL /FORN!A, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL !ED SOILS MECHANICS_ THE SOILS REPORT WILL BE SUBMITTED TO THE Cl TY ENGINEERING INSPECTOR WITHIN TOO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE MIi TTEN FIELD COMPACTION REPORT/SI SHALL 8£ !MMEO!ATEL Y S/JBM/ TTEO TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TH£ FIELD TESTS. /2_ A ?RECONSTRUCTION MEETING SHALL 8£ HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760) (438-3891/ AT LEAST FIVE/51 'MJRl(/NG DAYS PRIOR TO STARTING CONSTRUCTION_ APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. /3. ALL INSPECTION REOUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CALL ING THE ENGINEERING 24-HOUR INSPECTION REOUEST L /NE AT ( 760/ 438-3891. INSPECTION REOUESTS MUST BE RECEIVED PRIOR TO 2_·00 PM ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REOUESTS MADE AFTER 2,00 PM WILL BE SCHEOULEO FOR TOO FULL WORK DAYS LATER_ 14. TH£ O'itfVER ANO/OR APPL !CANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO M<IINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANOAROS. LAWS ANO REGULATIONS_ 15. THE CONTRACTOR SHALL CONFORM TO LABOR COi)£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE !)£SIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION_ IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABL !SHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTEO TO THE INSPECTOR PRIOR TO EX CAVA Tl ON. /6_ IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCT/ON. OPERA T/ONS WILL CEASE /M4f£0/ATEL Y ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED Hf?ITTEN AUTHORITY FROM THE CITY ENG I NEER TO 00 SO. /7_ ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS. EART!-MOVING EQUIPMENT, CONSTRUCTION £OU/PUENT AND ANY OTHER ASSOCIATED GRADING EOUIPMENT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN 7.-00 A.M. ANO SUNSET EACH DAY, MONOAY THRU FRIDAY ANO NO EART!-MOVING OR GRAOING OPERATIONS SHALL BE CONOUCTEO ON WEEKENOS OR HOLIDAYS. (A LIST OF CITY HOL /DAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. I 18. ALL OFF-SI TE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE Cl TY ENGINEER FOR APPROVAL IJtV FULL WORKING DAYS PRIOR TO BEGINNING OF WORK_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE QR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. /9_ NO BLASTING SHALL BE COI.NENCEO WITHOUT A Cl TY ENGINEER APPROVED BLASTING PROGRAM_ 20. TH£ EXISTENCE AND LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE RECORDS_ ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REOU!REO TO TAKE OU£ PRECAUTIONARY MEASURES TO PROTECT THE UTIL !TIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN, 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIL !TIES (ABOVEGROUND ANO UNDERGROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW/ AT LEAST TOO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE 'MJRI( WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT S068£ PACIFIC BELL ADEL PH I A COi.NUN I CAT IONS Cl TY OF CARLSBAD /STREETS ANO STORM DRAIN/ CITY OF CARLSBAD /SEWER, WATER 8 RECLAIMED WATER) l-800-422-4/33 I BOO I 660-7343 /800/892-0123 ( 760/438-774! ( 760)434-2980 /760/438-2722 STREET NOTES I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL !ED SOIL MECHANICS. ON THE PREPARE!) BASEMENT SOIL. TH£ "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST 8£ SUBMI TTEO TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF 7i10 /2) Cl TY WORKING DAYS BEFORE THE WORK BEGINS. 2_ STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS. SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET L /GHT FOUNDATIONS WILL 8£ ALLOWED. ALL LI/MINA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UT/LI TIES ANO LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF I, 350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15· PVC M<IY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKF!LLEO WITH 3/4" ROCK PER SORSO S-4 TYPE ·c· ANO PIPE MEETS ASTM STANDARD 3034 F/Jfl SOR 35 SOL 10 WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WI THIN n+ENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVEO BY THE CITY ENGINEER, ANO/OR THE GEOTECHNICAL ENGINEER 6. /111££LCHAIR RAMPS SHALL 8£ INSTALLEO PER REOUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE COO£_ 7. STREET TREES SHALL 8£ INSTALLED PER SECTION IV 0. 3 OF THE CITY OF CARL SBAO LANDSCAPE M<INUAL . 8. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN THE STREET WITHIN THE LIMITS OF IKIRK OF THIS PLAN PER SOR$ 0111, M/9. 9. ALL SURVEY MON/JMENTS ANO POINTS THAT AR£ DISTURBED BY THIS WORK SHALL BE RE-ESTABL !SHED, PERPETUATED, ANO OOCIIMENTEO PER THE PROFESSIONAL LANO SURVEYORS ACT. 10. TIit) l21 SETS OF SURVEY /CUT/ SHEETS SHALL 8£ PROV/0£0 TO THE CITY ENGINEERING INSPECTOR_ Sh'lr]j,'.i NOTES I. 2. SEWER MAIN ANO APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS ANO SPECIFICATIONS", LATEST EDITION. ANO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST £!)/ TION (GREEN BOOK/ THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS_ 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT_ IT MUST BE SIGNED ANO APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE REOUIR£0_ 5 THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760} 438-3891/ -,,ATER NOTES I. WATER M<IIN ANO APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES B REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS CARLSBAD WNICIPAL WATER DISTRICT", OCTOBER !993 OR AS AMENDED. 2. TH£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ANO PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS_ 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING c_M_w_o_ LINES. A PERMIT SHALL BE OBTAINED FROM THE C-M.W_I)_ OFFICE ANO WST BE SIGNED ANO APPROVED BY DISTRICT ENGINEER ANO DISTRICT SUPERINTENDENT, 4_ A ?RECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE Cl TY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE NO_ {760/ 438-3891/ FOR SCHEDULING_ 5_ NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER L !NE EASEMENT, ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COMW:NCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE IW/1 TTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF M<ITERIALS OF TH£ FIRE L !NE LOCATED BETWEEN TH£ DETECTOR CHECK VALVE ANO BUILDING SHALL BE DETERMINED BY THE Cl TY OF CARLSBAD FIRE M<IRSHAL. 7_ ALL RECLA/MEO WATER M<I/NS AND APPURTENANCES SHALL BE CONSTRUCr£() IN ACCORDANCE WI TH THE "CARLSBAD RECLAM<ITION RULES ANO REGULATIONS FOR - THE CONSTRUCTION OF RECLAIMED WATER M<IINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED 8_ ALL BURIED COPPER PIPING ANO APPURTENENCES SHALL BE PROTECTED BY MEANS OF CATHOOIC PROTECTION. IF OEVELOPER/O'itfVER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN 8£ PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. SIGNING t!t S1'BIPING NOTES: I. THE CONTRACTOR IS RESPONSIBLE FOR All SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LAlEST CALlRANS lRAFFIC MANUAL CALlRANS STANDARD SPECIFICATIONS {JULY 1999 OR LAlEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING ANO SlRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. PRIOR TO INSTALLATION. 4. ANY DE"1ATION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING ANO STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINlED TWO WEEKS Afl£R INITIAL PAINTING. SIGNING SHALL USE ENCAPSULAlED LENS REFLECTIVE SHEETING {HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS 'MTHIN A 500' PERIMETER OF THE CONSTRUCTION PRO..ECT WILL BE RESTORED TO A 'LIKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE (l TY INSPECTOR. 7. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC \IKJRKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION_ 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAIN1£D LINES. MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE lHE LAlEST VERSION OF lHE CALTRANS METRIC S1£NCILS. 10. LIMIT LINES ANO CROSSWALKS SHALL BE FlELD LOCAlED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. II. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECTFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LAlEST CALTRANS TRAFFlC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. /J. ALL MEDIAN NOSES AND FlARES SHALL BE PAINTED YELLOW. U. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS lRAFFIC 1.1ANUAL UNLESS OTHER'MSE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORA1£D STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING t.A-45. 16. WHEN A SIGN IS ATTACHED TO A POI£. IT SHALL BE MOUNlED USING A STANDARD CITY !.iOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALlfD BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCA JED OR TO REMAIN, 10· VARIES PER PIAN " 102' ROW 4/' 32' 9• g• 32' s• TYPE '8-1• MEDIAN CURB ENHANCED MEO/AN PAVtMENT PCC SIDEWALK 2L ~ ,,(.J ~ "--' ~ ~ ~ 0.5•.._j ~ (TYP_) 6 TYPE "G" CENTERI_INE ELEVATION S/-10/tN ON PLAN CURB & CUTTER (TYP.) COLLEGE BLVD. STA. 13+84.55 TO STA. 103+.N-.12 NO SCALE PER OIIC 390-9 T.t 8.5 STREET LEGEND CT 01-06 "1LLACE X PLANS A RIFT ROAD B GENTLE KNOLL STREET C RAVINE ORI VE 0 PLEASANT VALE DRIVE E CRATER RIM ROAD F BASIN ROAD 10· 'ts C:i "' I OF c~~:?, DESIGNED BY: IOI, JT, KS DEC. 2002 DATE: DRAWN BY: NC. KF, BO'o SCALL IS SHOWN PROJECT MGR,-K,H. JOB NO.: 98-1020 s "AS-BUILT ~,,_/~ -r/4/o.r P.:.Wo EXP 6·30-06 DATE BENCHMARK: DESCRIPTION: LOCATION: STANDARD M-10 STREET CE:NTERLINE HfiL MONIJMEN T CENTERLINE OF El CAIi/NO REAL AT ENGINEER's STA TTCW -154+92 PER RS 1800-1 2710 LOker Avenue West Ci,..il Engineering ENGINEER OF WORK: StJite 100 Planning Corlsbcd, Colifomio 92008 Processing )(?rt/L., DATE 'lh&.3 760-931-7700 Surveying Fax; 760-931-86BO KDTH W, IW&N RCE: 60223 , 1,'C'I WED BY: .,'1!1'.11~ -tl,s/a,.5 RECORD FRO~: INSPECTOR DATE ELEVATION: COIJNTY BENCH LEVELS (NO. COIJNTY ITT?T. CON TROI_ DA TA) 68. 479 DA TIJM.· NC. V.D. OF 1929 //,22•04 RLM DATE INITIAL ENGIN[[R or WORK IJ' 0.5' s.o· 2% 60' ROW 11· 4• AC PAffM£NT OVER 4• APPROVED BASE MIN SEE STREET NO TE /I 25' 17' >-c::::::::r--Jjlit Ifill ___ 2% ____ _ T'tPF ·c· CURB & CUTTER (TYP.) TYP. SECTION OF 05'--H-- (T'tP) u· 50• 'ts C:i "' 0.5' PCC SIDEWALK (T'tP) RIFT RD .• GENTLE KNOLL ST.. RAVINE .DR .• 101n HllENNflCENSSf. Pl A~ t'4 ING SANDIEOO,CA92121 ENGINHltlNC l't1(1S8)SSM500 5 UR: Y [VIN G Fl( (1151115511-1414 PLEASANT VALE ST..& CRATER RIM RD. Yo '/ 'ts C:i "' 05' 10· 5• 4.5 ~ '--I-2% - 6" T'rl'E "G" CURB & GUTlER (TYP.) 2.5' 18' NO SCALE lt 5,0 56' 0.05' 4" AC PAVEMENT ON 4" AB MIN SEE STREET NOlE f1 ia· 3.5• 05'--H-- (T'tP) TYP. SECTION OF 10· 5· 0.5' PCC SIDEWALK (TYP_) CRATER RIM ROAD CUL-DE-SAC 10· 0.5' 6.0' PCC SIDEWALK NO SCALE T.t 4.5 46' ROW 16' 4.5' . .f" AC PAVEMENT OVtR 2.5 4• APPROVED BASE MIN SEE STREET NOT£ /I 3.5' 2.28% LINE lrcROJtN I ia· 2% 6" TYPE ·c· CURB & GU TlER (TYP) TYP, SECTION OF BASIN ROAD NO SCALE TJ. 4.5 CITY OF CARI.SHAD I S2ET I ENGINEERING DFPARTMFNT I SH{ss I IIIPHOYEJIENT PLANS FOIi QILAl9'A Hll.1S If Wll.AGE X: NOT£S, S£CTIONS, ANO 0£TAILS APPROVED .4 ~ , " ·" "'-" LLOYD B. HUBBS ~~~ PE 23/d EXP!lf:ES 12-31-05 CITY tNGINFFR D.~ It\ "flS·l3l/lLT', IIEW EN,j/NEER OF WOKK OWN BY: PROJECT NO . DRAWING NO. REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: r-vp OTHER APPROVAL CITY APPROVAL RVWD BY: r// C.T. - G. \JOBS\20:J2\98102C\982:JXI02 DWG XREFS, 9820.~I 08/28/2003 12.26 07 PW PJT 01-06 405-4 --' ! 102403 I\) 0 .... ..... UI C :e C') .,::.. 0 CJ1 J. - II SIDE " ST~EET ' sr;. PFR l Tr Uw 7W CJ er:: Ct::I I-I1 lfi CURBhALK RETURN DETAIL 0 TJ' Tr} TJ' P.4/ill'IM Y NOSCALE .5' OR L PE/? PLAN 70' 5JJ' -A PLAN 777' I I 1 --PAINT CUPB RED. 1//E WuRDS r 'NO PARKING FIRE LANE" SHALL I 8£ PAINTED ON .THF HOft'/70/1/TA! & ,/£,R!1CAL SURFACE ,4 T /,3/ltRVALS OF NOT MOR£ Tl-lAN 25 FF.ET LETTERS SH4U BE WIii TF AND 5 /A/CHES HlrJH ( 6 " TcPC C CURB & GU TllR v:AR. 1' VAR 5. o' 4.5' I ~----6' I I PCR --~-' ' ~ /> <c , ·, ' -•. I .j \'y . • i . '6 ·, / I <~ '," CURB/WALK RETURN DETAIL • fJ' Tr} 10' PAIIKlfA Y --- SECTION A-A NO SCALE ---- j I '~ 6" TYPE G CURB & 5U TTER Pf'R C-.? TRAFFIC CALMING: POP OUT DETAIL 2710 Loker Avenue West Suite 100 Carlsbad, Colifornio 92008 7150-931-7700 Fax: 750-9..31-8680 Civil Engineering Planning P.-.:icessing Surveyhg DESIGNED BY: KH, JT, KS DRAWN BY: NC, l(f, 90'0 PROJECT MGR.-K.H, DATE: DEC. 2002 SCALE: ,S SHOWN JOB NO.: 98-1020 NO SCALE 1011"1~ST. P t A M N ! N C SN,! DIEGO, C.'92121 ENGINUIIIINC P!-1(858)5!1-4500 SUR VE YI HG f){ l85ffl5S&·HH "AS-BUILT ~ .• J~/l..k. 1------------------1 P E.48i<;70 EXP.6·.30·'26 ENGINEER OF WORK: 1/ T7 ED/BY --c=,Dti~~==-cffe._::-•_-~_---=-:_DAc_:TE::_: ,__,_9)_,_1-'--'/o._..,_:J' ~(',tf,-,(~fm,i-___ _ KEITH W, HANSEN RCE: 60223 INSPECTOR / " ◄ I I ' J DATE f½s los □All NOT£ !.1 ELECTRONIC DATA flL£S AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTTCAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANDARD li-10 STREFT CENTERLINE flUL liONUliEN T LOCATION: CENTERLINE OF EL CAl,f/NO REAL AT ENGINEER'S STATION 454+92 PER RS 1800-1 RtCORO FROM: COUNTY BENCH l£VE1S (NO. COUNTY -.£RT. CONTROi. DATA} ELEVATION: 68419 DATUM: N.C.V.O. OF 1929 ' f I SHJ[[T I CITY OF CARLSBAD I SHEETS I t----t---+----------------1------1---1----l----l ENGINEERING DEPARTMENT 1 5 t--+-+-------------+--+--+--l---l IIIP!iOYDl£fff PtANS FON CALA l'EHA Hll1S H WLLAGE X: DETAILS APPROVED -~·----t------------------+---+--+---+----l l,1', -~-. ., ,,,_,,, LLOYD B. HUBBS ~-'4,..,/• '3 Pe 2~XPlll'ES 12 31 05 CITY ENGINEER Fo111f:- (l•22·°'1-RLM 11\ NR5-8UllTH. /IEW ENtilNEEA' Of" WOA'K DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PROJECT NO. DATE INITIAL DATE INITIAL !----'----L--'-_,___ ____ ------- O"friER APPROVAL CITY APPROVAL DWN BY: ---=- CHKD BY: '-\IP - RVWD BY: r.// C.T. 01-06 (.: \J08S\2:JJ2\981020\9820Xl~/3 )WG 08/28/2JJ3 12: 23: 43 PM P)l XRF.FS: 9820)(1 DRAWING NO, 405-4 102403 w a ... UI I -+ -+-+-+-+-+--f--------l---+--+--+--+--+--+--+--+--+-1 p s ----_j_ - ! +--+--+--+---+---+--+-+-+--+--+---+---+-+--~-+--+---+---+--+f---+-+--+--+---+---+-+--+--+--+---+---+--+f---+-+--+--+---+---+-+--+--+--+---+---+--+f---+-+--+---+--·· ··----·--•• _ _._L_ ---+-+--+--+--+--+---+- 1 ---- ----+-+--+----+----,. t ..___1":s;;:-rn~~""'-'l:2¥~:t1n-·· ~tt~:+-+-'--Pl~~~~;io+-+-+-+H'--1+-f+-+-"+-+s:ic.J. 'f>--+-+-f'-----1-'--l-'t--+--+-+-+-+-+--+-+--+-"-'-+-+ +-+-+--+,--+-.% . . [U_V -a="~no!--+-+-!+HP'I½-+-+-£°' -+--+--t-+--+-+-+--+--+---+-+-+--+-'--l--l---'--+-+--+-·+--+-+-+--+-1--+--+---+--c---+-+-+--t-1--+-+-+--+--+--'--+-+--+-- ; . • VI ' 1 ' . 7 ' ·-·· -.. +-+--+--+---+-- ----+-~---+-f---+--+--+--+--t _- --+--- ,.. . ------ -+--+-+--+---+.J!->tl<-=--=-1--+-+--+-+--+-1-+ G-12 CROSS GUTTER DATA ST A TIO NI NG OFFSET ELEV. 0 Fl A l3+5251 15.5' LT 190.43 a IJ+525t ao 189.55 C 13+5251 15.5' RT 18867 NOTE: A-CAR[ BASED ON RIFT RO, STA 1/0NING WAT£R/S£W£R/SIO£WALK UNO£RORAIN S£RVIC£ TABLE . LOT WATER STATION SEWER STATION UNDERORAIN STATIONS 116 11+17, SHEET6 117 11+77 12+24 IJ+/6 NOTE: SE/tfR LATERALS AT PROP[RTY UN[ SHALL 8[ 6' BELOW CURB GRADE IJNL[SS O THERltlSE IND/CA TED, 'LAY 'r' Ff.AT " DEPTH OF SEltER I[ 8£1.0W CURB GRAD[ 6 p 10 " '< 116 RECREATION LOT ~ 48 NOTE: c2) R[MOl/f: A. C. 0/K[ ANO WALK [2l wPl?OVEMENTS PER Pt.AN 390-9 SH[[T/4 SlR[[TPf.AN SHEET 41 SEWER ANO WA !ER SH[[T 55 &, 61 STORM DRAIN 12) SE[ PLAN ./05-./8 Frx? TRAmc SIGNALS (il ·snp· PAVEMENT MARKING PER CAL TRANS STANDARDS A2#J ltlTH 12" STOP BAR 47 ff DESIGNED BY: KH. JT, KS DATE: DEC. 1002 DRAWN BY: NC, KF, 90'0 SCALE: 1" • 40" "AS-BUILT ~-, a/Ji.,,.l 2710 Loker Avenue West Suite 100 Cartabod, Cotifornia 92008 760-931-7700 Fox; 760-931-8680 Civil EMgi11eering Planning Processing Surveying PROJECT MGR.: K.H. JOB ND.: 98-1020 1-------------------l P E. '18670 EXP. -':3.0.·06._ ENGINEER OF WORK: K:zL t.-- KEifH W. ~ DATE: 1;Z,0J RCE: 60223 WED BY: INSPECTOR I .., ' fJ . \ 3 .. ,__ __ ~~ 7T -- ..::.:~.::::--:::__ 46 " ~.r DATE fl'·IS-oS- DATE ' " ......,....., i\ ~ c;\ !1, ii =,,, '{ ~ ~ ~ ~ '"', II I :!: II 10· 75' 1.5' Sf£ SHEET ff RIFT ROAD SCALE 1• = m• NOTE!! 45 £/.£CTRONIC DATA fll£S AR£ FOR REFERENCE ONL r AND ARE NOT TO 8£ USED FOR HORIZCWTAL OR VERTICAL SURVEY CONTROi. BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERUN[ IIELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STAT/CW 454+92 PER RS 18/XJ-I \ RECORD FROM: COUNTY BENCH L[ITTS {NO. COUNTY vf"RT CONTROL DA TA) ELEVATION: 68. 479 DA TUM· N. G, V.O. OF 1929 14 ' 2 2J' \ 15' _\, , I ~9 ' \ ~,46- £R, \ SE£ DW6. 40~·4-8 FDR TRAFric. Sf&N,I/.. 40' ---o· 10· 20 --80' SCAL£: 1'" = 40' NOTE: FOR TRAFFIC SIGNING ANO SlR/PING OF THIS INTERS[, :;EE-.f!Ult 1()5 .ffJ. -~ /,,,.,, n HUNSAKER -~~~~~TES 101 7' l-t..DINEK£N5 ST. P l A N N I N G SN-I DIEC(), CA 92121 ENGINEERING Pl-1(8S8lS5e ◄500 SU RV EV I N G n f8~fl) 558-141( NO I 2 3 4 5 6 7 8 9 10 II 12 I 2 J BEARING 6 = 90Vo'o0• N 60°32'16" W 6 = 46°50'27" N 72"37'/ 1• E 6 = 89'28'46" N 16"5/"29 W N 19'27'2I w 6 = 87"58'52' N 72"37'! 7" E 6 = 46"50':!7' N 60°32'16" W rJO'oo" DELl: BEARING 6 -/6'07'47" N72"37'! 7"[ N72"37'17"[ ' I + CENTERLINE DATA NO RADIUS LENGTH I N 60"32'!6" W 108.90' 2 6 = 46°50'27" 200.IXJ' 1635/' 3 N 72"37'/7" E 12{60' CURB DATA RADIUS LENGTH REMARKS 33/XJ' 51.84' TYPE •c• CURB&, GUTTER 58.90' • • 183/XJ' 149.61' • • 49.01' • • . 35.00' 54.66' • • -~ J.IXJ' 2.93 35.!XJ' 5374• • 49.52' • 217/XJ' 177. 40' 58.90' • • 33.00' 51.84' • • SEWER DATA RADIUS LENGTH REMARKS 2oaoo· 58.24' 8" PVC SDR 35 --6259 • " 11.01 • • WATER DATA DELTA BEARING RADIUS LENGTH REMARKS I N60'32'16"W '8.W' 8" Pit'~ Cl 150 HG 446 C-900 --~,--~~=-=t--c==-f-~ 2 t:,,-46'50'27" 19a1XJ' 155..JJ' 3 N72"37'/7"[ 73.60' SE[ SHEET IJ FOR STORM DRAIN PLANS SEED/Kl 405-48 FOR TRAffiC SIGNAL PLANS I SH4tIT I CITY OF CARLSBAD I SHEETS I l----+-----l-----------------+---+---t----t-----1 ENGINEERING DEPARTMENT 1 5 l----+-----l-----------------+---+---1----1-----1 IIIPIIOVDIENT PLANS FOfl OIL.A l'n'A HILLS If I'll.LAG£ X: RIFT ROAD CENTI.£ KNOLL ST. TO COllECE Bl nJ. APPROVED G: \JOfJ'.)\~CJ(l2\Sll7JLL1\922Uf U4._!V'/r~ C,j/LL/L•..:CJ I;) ~·2 S A~~ ~,D- XR[FS. 9820~1. 9820XSTR 982JASTR, 982JXPRJ, 982::Jxtm. 98200.dl; 9820XMAP 102403 ,.. a ..a. (JI I 26i _J +-+-+-+-+-+-+-+-+-+-+-t--t--+-t--t--t--r--t··· .. ---et.--i-~--,---,---, ·~-+---+--+-+--+--+--+--+---+--+--+ ----------- r ·-+---+--+-+--+--+--+--+--+-+--+--+--+--+----+____:______j__'._ WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE UNDERDRAlN STATIONS 53 fiHEET(, SHEET 6 15+49. SHEET 6 54 l5+34 f5't-24 15+42, 14+89 55 14 t-74 l'1 r64 lf+29. lf+82 56 14 t-14 14 f-04 13+69. lf+22 57 13 t-5'1 13 t-'14 13+09, 13+62 58 /2 r 98 12 ,-e 12+59, 13+02 /2r50 l2r40 12+1!, 12+52 12 rOO ,,,. 92 11+63, 12+00 /lt"49 (lt"J9 11+06, 11+56 !0+85 !0+95 l0+55.40, 10+99 SHEET 9 SHEET 9 !! +oa SHEET 9 ,2~,, /Zr56 12+oa 12+99 ------------1/ f-57 /lr'l-7 !!+20. 11+50 NO: - SEJtER LA TERAl.S AT PROPERTY LINE SHALL BE 6' 8£LOW CURB GRAD€ UNLESS OTHER/tfSE IND/CA TED. •LAY 'VFLAT •• DEPTH Of. SEl/£R IE 8£LOW CURB GRAD€ Rr. •• 6 6 6 6' 6 6 6 5 6 6 6 5.89 6' 6 ~- "' "' "' - to ff 12 7 :ff -<>. ,.... c:;; 96 97 8 fJ fJ 58 " 57 ~~ 'I, i' 56 ~ " -:::: "' ~ ~ '.;':~ ::, !Ci 'I, ~ !Ci <::; ~ <>; 1 ~ § .._ !<, "' I ~ 1 "'£ '3 "'<:> {;;; . --,)' ,--/, 5 co-Z;v.";,:_, ::, .,, t )''n, -,-_/(_,/// t,i/.';,/ "5 <>; " .. r-... 2 :::, " ~ \ ~ 'ST ;::~ ' !).; '<c <::; 1 .._ 95 ~ 94 I I RAVINE DR. S££ SH££T 7 ~,--..,.---v--.,. GENTLE KNOLL STREET NOT£- -HUNSAKER -~~~~~res 10'l'9HlrelfflNII', I" L A N N I H G tAN DIIOI), C.o:r, ;r, tNGlflfllllllllC l'HIHIISIMSOO liUIVlYINC fl1Hllfff.U1-4 2710 Loker Avenue West Suite 100 Corlsbod. California 9200B 760-931-7700 Fm,:: 760-9.:51-8680 CMI Engineering Plonninci Process-·ng Sunreying DESIGNED BY: KH. JT. KS DRAWN BY: NC, KF, 90'0 PROJECT MGR.: K.H. DATE: DEC. 2002 SCALE: 1 • • 40' JOB NO.: 98-1020 "AS-BUILT ~x~a.L f----------------, P.E.413670 EXP i,·30·0£, ENGINEER OF WORK: HANSEN RCE: 60223 INSPECTOR SCALE 1• • tf01 sMr: DATE Yhs/o'5 ' DATE NOT£ !I ORl~WAY IITO!H IS !6' UNLESS NOTED O!HERIITSE ELECTRONIC DA TA RLES ARE FOR REFERDICE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR~Y CONTROL BENCHMARK: DESCRIPTION: STANDARO M-10 STREET CENTERLINE /£LL MONUMENT LOCATION: CENTERLINE OF EL CA/IINO REAL AT ENG/NEER's STA l/ON >154.+92 PER RS 1800-1 RECORD FROM: COIJNTY BENCH LEITTS (NO. COUNTY //£RT. CONT.ROI. DATA} ELEVATION: 68479 OATIJ/1: NC.V.D. lf 1929 14 54 / .LC.-+---r-·--+-------- 53 15 16 o· 10· 40• -----20 80' SCALE: 1 " = 40' NOTE: [2l T.RAfflC CA11IINC POP-0/JT PER 0£TAI. SHEET 3 l i Q'j "STOP' PA 1£11£NT I/ARKING PER CAL TRANS STANDAROS A2,ff) #f!H 12" STCF BAR NO I 2 3 4. 5 6 7 8 9 I 2 3 4. I 2 "' 4. I -_j_ -- CENTERLINE DATA RADIUS LENGTH 1 N 55'4l'08' W 159.58' l-2-c--1+--D.-=-J8='4~9='J8=·.---1r-c2,~00.~.00=' ..-,35.53· 3 N 16'51'29' W 155.36' 4. N 16'51 '29' W 128. 90' CURB DATA BEARING RADIUS LENGTH REWIRKS ,c:,. = 9ovo·oo· 3300• 51.84' T'rPE "G" CURB &-GUTTER N 55'4l'08 W 10391' • • e:. = J8'49'J8" 217. 00' 147.05' • • N 16'51'29' W 284.26' • • N 16'5l'29'-W 78.91' N 16'5l'29' W 10535' " e:. =J8'49'J8' 183.00' 124.0/' • • N 55'4!'08" W 10391' • " ,c:,. = 9ovo·oo· 33 oo· 51.84' • • SEWER DATA BEARING RADIUS LENGTH REMARKS N55'4/'08"W 7247' 8' PVC SDR 35 e:.=J8'49'J8' 200.00' 135.53' • N/6'51'29 W !55.36 N/6'5/'29"W ---------!28.90' WATER DATA DELTA BEARING RADIUS LENGTH REMARKS N55'41'08"W 169.58' ' PVC~CL 150 HG 446 C 900 C:.=J8'49'J8" 210.00' 14231 • • N/6'51'29'W 165. 71 • • N/6'51'29'W 118.55 • • ~ CITY OF CARLSBAD I SHEETS I l---+---1-------------------+----1----~--~--1 ~ ENGINEERING DEPARTMENT 15 1---l----+----------------t----t---i----ii------1 lllf'liO'ID/E1f l'tANS FTJ/J CALAIID'A HH.1S II Wl..lACE X: GENTLE KNOLL STR££T Pf.EASANT l'AlE DfilYE TO STA. 15+79.S7 APPROVED ,{ ,<,t~ c~.,-l( £,,< LLOYD B. HUBBS ,,.,.J_-,.,,J.,.::, PE 238 EX ES 12-31-05 CITY ENGINFFR ✓oArr- ENGINEER OF WORK •f15-8ll/LT', NEW E/./6/NEER Or WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. C.T. 01-06 DRAWlfJG NO. 405-4 ,~· \,.ICBS\7'I-lD? \·~,8I02C\':87CIXI\I') [~,w:~ '.lK/i///CIL'. 10· .',)· 'I> J\~1 I)[~,-: XRffS. 9R20X; 91\ZOXSlli; 'IR/OXPRO; \lf!/UXMAI': YH7llXlJI 102403 u, C :E G') a ....~ u, 0 CJ'I I ~ J - - -----+--+--+--+- j I ' ' L. I I ' +--+--+-----,l'-+---+--+--+-+--f---+--+--7 -_I ' --1---l--l--------l--1----+-+-+-+-H--'----4------c--+---'---+--+---"H--+-+-+-+-+-H--+--+-+-+-i-t-H-t-1--t--f-i--'-t--t-"-t----t-1--t-H--t-----t111t1 +--+--+--+---+-f---+--+--+--+-, . I WA TEH/S£WEH/SID£WALK UNDEHDHAIN SERVICE TABLE OT ATION UNDERDRAIN STATIONS f 49 111"54 /11" 81 11+49, 18+05 50 171"34 flt" 29 16+99, 11+42 51 /6-t88 /1, tBO 16+93, 16+51 52 16 t-f3 16 +23 16+4695, 16+04 IA 53 /57" 94 /5+84 SHEET 5, 15+97 ( 108 20t-42 20t-32 15+50. 20+08 109 /9 t-t,,3 19+85' 19+65, 19+86 t 110 /9 t-'18 19+54 19+21, 19+58 fl/ 18+70 (9-r05 18+61, 19+14 112 18 r55 18 ,-I 18+/J, 18+60 -- f/J f7r97 l7r87 17+59, 18+06 ( 114 l7f-4I l7t3I 16+67, 17+52 115 16+40 II, t 29 16+00, 16+60 l 116 SHEET 4 19+59 SE~R I.A TERALS AT PROPERTY LINE SHALL 8£ 6' 8£l0W CURB GRADE I/NIESS O THERHfSE /NO/CA TED. 'LAY 'YFLAT " DEPTH CF SE#fR IE BELOW Cl/RB Cl?ADE t■~i~IFB '\' 1017' HUEHNEICl!NS 51. PLAN NIN c:; SNIDIEID,G\412121 "-----E M G I N U Ill MC PH 18581 55&-4500 ~~ JI. V EV I "4 <, FX (858) 5.>6-141◄ .. 6 6 6 6 6 5.44' 5.55 5.89 6 6 53 ~ u-,. o> . "'· 16 ~ ~ ~ "' ~ I 52 6 6 ' ~ ~~~\ 6 2710 Lol,;er Avenue West Suite 100 Carlsbad, California 92008 760-931 ~ 7700 Fo:11:: 760-931-8680 ~ '° -..d.. V' c;,.,;1 Engineering Planning Processing Surveying 17 18 51 ~? 50 ..; ~ '- ~ -, "' "" ~ '1' El 115 114 113 19 SEE SHEET 4 HIFT ROAD /50•' Ii 111 110 20 21 5H££T 11 108 GENTLE KNOLL STREET NOTE: SCALE 1" • «J' "AS-BUILT " NOT£ !.1 DRl~WAY MDTH IS /6' UNLESS NO TEO O lHER/1/fSE £L£CTRCWIC DATA FILES AR£ FOR REF£R£NC£ ONLY AND AR£ NOT TO BE USED FOR HORIZONTAL OR V£RTTCAL SUR~Y CONTROl BENCHMARK: DESIGNED BY: KH. JT, l(S DRAWN BY: NC. Kf. 8()'0 PROJECT MGR.· K.H. DATE: DEC. 2002 SCALE: 1" • <40' JOB NO.: 98-1020 ~-✓k''2 4< I:. ~Mc DFSCRIPTION: STANDARD 11-10 STREET CENTERUNE llfl1. IIONIJIIENT LOCATION: CENTERLINE CF EL CAIi/NO REAL AT ENGINEERS STATION -154+92 PER R.S 1800-1 1------------------! P.E.48670 ENGINEER OF WORK: KEll1i W. HNilSEN RCE: 60223 DATE <l'./25/.o~ DATE RECORD FROM: COUNTY BENCH lE'fflS (NO. COUNTY ITT?l CONTROL DA TA) ELEVATION: 68. 479 OA TUii.· N. C. V.D. OF 1929 l f 39 I l ' r i -+---- ' - - -__ _j o· 10· 40• ----- i . -+--t----+· -+ ·~ . +.c.c+-+-+-+--+-+-+-+-+-~+--W CENTERLINE DATA 2 N 29'27'N" E 3 N 29'27'N" E 4 t,. = 28'5.J'.2I • 5 N OO"J4'2J" E RADIUS LINGTH 200.00' 161.69' 115.22' 70.()()' 200.0' 100.84' 69.()()' 38 20 80' G-12 CROSS GUTTER DATA CURB DATA SCAlf: 1" = 40' • fLJlf'_J GV STATIONING OFFSIT ELEV. 0 FL l'IOLL 5 JflffT n.£ K R/1,l RO- L c;RftTER NOTE: A-CARE BASED ON GENTl£ KNOLL ST. STA TION!NG A 20+75.28 15.5 l T 206.25 6 20+75.62 0.0 206.40 +---=-+--=~-t-~==---1 C 20+75.97 15.5' RT 206.55 36 35 , NOT£: (b TRAmc CALltfHIC POP-(}(JT PER IJ£TAtL SHEET J Q:i--'3'mo" PA mtENT IIAFIK!NGS PER CAL TRANS STANDARDS A24/J llfTH 12" STOP BAR 2 N 2977'44" E J N 2977'44 E 4 t,. = 28'53'2I" 5 N OO"J4'2J" E RADIUS LENGlH 21700' 18300' 175. 43' 65.22' 20. 00 9227' REt.lARKS TYPE •c• CURB &-CUTTER • • • • • • • 6 t,. = 90W'iJri' 3300' l--'7:c-l~i:,.~---~9~0~Wc.,'OO~·c--l~J300' 18.()() 51.84' 51.84' 18.00' __ _ CROSS GU~T~TEi~R __ _, 8 N OO"J4'2J" E 9 t,. -28'53'2I" 10 N 2977'44' E 11 t,. -4679'14" 21100' 18300' 109.4/' 185.22' 147.95' CROSS GUTTER TYPE •c• CURB & CUTTER • • • • SEWER DATA BEARING RADIUS LINGlH REt.lARKS NO DELl: BEARING I t:,.-4679'14• 2 N29'27'Ut 3 N2977'Ut 4 6=28'53'2I 5 N{)(}"J4'23t 200.00· 161.69' 3394' -,51.28' 200()()' 100.85' 10.00' 8" PVC SDRJ5 WATER DATA RADIUS LINGTH REMARKS 210.00' 169.77' 8" Pit' ~ a 150 HG 446 C-900 10.S.22' • • 80.00 • • 190.00 95.80 • • 80.00 • • ( 5££ SHEETS 13 AND 14 FOR STORM DRAIN PLANS ] I SH6EET I CITY OF CARLSBAD I SHEETS I l----+---1------------------+--+--t---t----j lNGINllRING DlPAR I MlN I 15 1---+---f-------------------t----i----r-----i----, {1·22· "RS-8//ILT" NEW EN6/IIEE~ t7F WdA"K DATE ENGINEER OF WORK REVISION DESCRIPTION IJIPINJVEl/£NT PIANS FOIi CALO'UA HIUS K YlllACE X: GENTLE KNOLL STREET STA. f5+71.J7 TO CllATl'li If/II /iO. APPROVED ,4 IC•~.#') •cff !"'p,< LLOYD 8. HUBBS l•~~-1 PE 238 EXP ES 12-31 ~05 Cl1Y ENGINEER rDA DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: -=---=- CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 01-06 ORJ\WING NO. 405-4 G. \JUl:J'.-,\~'Ul,£\9ll1U/~J\)E!20.'\ JC.DWG 03/2.2, /,J(3 1(1: 42: Y:3 l,M f'J I XRl:FS-: 9820~1; 9B2O~'PRC; 9.'!2OXSm, 9820~1,1 ~P; 9112OXJll 102403 C 0, =e G') 0 -.,::. ..a. U'I 0 0, ~ l i G-12 CROSS GUTTER DATA STATIONING OFFSET ELEV. 0 FL A 10+20.50 15.50 LT 208.72 8 10+20.50 0.0 208.57 C !o.+20.50 15.50' RT 208.4/' NOTE: A-CARE BASED ON RA t,fNE OR. STA TIONINC WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE UNDERDRAIN STATIONS SHEET I J/+22, SHEET 10 f/1"4!J ,,.,. 53 11+29, 11+84 /{+99 12+09 11+91, 12+41 12,55 121"65 12+48, 12+92 l!J rOZ 13 r// 12+99. 13+38 13 .,.50 13 t58 13+44, 13+89 l4r05 l4'f'l5 13+96, 14+46 l4'f'6I l4f57 f.1+53, 14+95 f5r05 15 r/5 15+02, l5+39.08 {5-t44 /5'+-56 15+50, 15+80.32 l5t 90 lh riJO 15+8.5 16 +34 16 t-44 16+21, 16+685 IT.,.09 f6r97 16+74, 17+00 Ii> -1-86 /7t-tJ3 16+77.40, 17+10 16 r30 (ti +-42 16+06, 16+71 f5t-}_7 15.,.49 15+00. 15+91 ('I t-46 14 r 5'&, 14+38, 14+92 13 'f'88 (3+99 13+8I, f.1+31 13 + 15' 13+26 12+76, 13+74 l2+23 /2r33 12+14, 12+68 /l+i,&, f/+-76 11+51, 12+08 II r37 11+00 ' 11+01, 11+5I io r83 10+75 ' l0+76 SHEET II , SEl+Dr LATERALS AT PROPERTY UN£ SHALL 8£ 6' BELOW CURB GRADE UNLESS O THERIWSE /NO/CA TEO. 'LAY 'Y FLAT "DEPTH OF SEHU? IE BO.OW CURB CRAOE I .. 5.25 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5.-15 5.17 7. 5' I 10 E:£110 Stt SH RIM JO cRAr£R D gO I 31 2710 Lol\er Avenue West Suite 100 Corl9bod, California 92008 760-931-1700 F<:nc: 760-931-8680 JJ Civil Engineer<n1 Planning Processing Surveying 81 ---r------+-'---;-----+--+--+--+-----,-+-+----r--+-,-----+--+-+---j-----,------j-f--t-+--+--+----+ . "' .. :!: --1---l-----l-'--'--l-----a-.l------1---+--+-l---l-f--+--+---l-----l-'--+--l-'--.l----+---+--+----+---+-f---"I . i :'ii ~~ !1--1---l~i-+--+-+-+--+~~'.~t-~'le:-+-+---+-t--'--+--+-+--+--+ -~ •• I 11 12 13 14 14 86 '=,O,_ 87 88 G:l 89 . 90 91 "o, ... " "'. "' " ~ 1 -;:;: .... ;,; ~ ~ ~~ ;.. N .... ~ 85 "' "'~ .., .... --' t-") ~ ... I I £ill_ "' 5' 15 -31@ -82 - I I I I I I " 83 "' ~ "' "' -.., "' ,i; .,, "' " ,i; -~ -G:l "' -~~ -a:, 'ti :;: ~ "' ~ ... ... .!:.l <:j :!: "' .... -"' - 101 100 106 = 107 DESIGNED BY: IOI. JT. KS DRAWN BY: NC, l<F, BO'D PROJECT MGR.: K.H. ENGINEER OF WORK: DATE: DEC. 2002 SCALE: ,. c 40• JOB NO.: 98-1020 DATE 1/~3 RCE: 60223 104 103 102 105 (J.-■-· ·· HUNSAKER i ~ •, ~ ;'\~~~SI:!'fES ,,----;M-:.'O"'rr.=.----------..... '"'" ,..,,_,_ST -~ p LI\ N NIN G !iANDl£G0.C".A'l2121 •~ (NCIN[FRINC PH(11581SS&-<fS00 U) TF?Amc CAUi/NC POP-OUT PEN DETAIL ~ ·s u RV f y ING F~ 18S8) m-1m SHEET 3 (?'.) "sTOP' PA 1-f:IENT IIARKINC PER CAURANS STANDARDS AND WITH 12• STOP BAR RA VINE ·-DRIVE SCALE 1• • ti(}' "AS-BUILT ~~~.}-'~~ " EXP. lo·30·06 Y./2,r/os INSPECTOR DATE NOTE: DRIVEWAY WO TH IS 16' UNLESS NO TEO O THER/f!S£ NOT[!! ELECTRONIC DATA RL£S ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR ,E'RTICAL SUR',f'Y CONTROL BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTER/.INF ~LL UONIJl,IFNT LOCATION CENTERLINF (F El CAIi/NO RFAL AT ENG!NFFR'S STATION 4.54+92 PER R.S 1800-1 RECORD FROM: COUNTY 8£NCH lFITTS (NO. COUNTY 1-f:RT. CONTROi. DA TA) ELEVATION: 68479 DATUM: N.C.V.O. (F 1929 'AR I . I . 15 16 17 18 CENTERLINE DATA DELTA BEARING RADIUS LENGTH 1 N 00'34'23" E 271.74' 2 i:; -26VJ'42" 200.00' 90.97' 3 N 26'38'05' E /1887' ,I i:; = 46'30'25" 200.00' 162.34' 5 N 73'08'3I • E 130IJ' CURB DATA o' 10· --LENGTH REMARKS --20 80' I L; = 99'44'34" 3300' 5745' CROSS CUTTER SCALE: 1 • = 40' 2 N 00'34 '23" £ 214.27 3 i:; ;, 26V3'42' 217.00' 9871' 4 N 26'38'05" E 11887' • • 5 i:; = 46'30'25' 217.00' 176.14' • • 6 N 73V8'.J/" E --7{46' • • 7 L; = 90VO'o0' 3300' 51.84' 8 L; = 90VO'oo' 3300' 51.84' 9 N 73'08'.Jf" E 74.46' • • 10 i:; = 46'30'25' 18300' 14854' 11 N 26'J8'o5' E 118.87' 12 t,, = 26V3'42" l8J.OO' 8J.24' 13 N 00'34'23" E 21607' 14 b. -90VO'oo' 3J.OO' 51.84' CROSS GUTTER SEWER DATA RADIUS LENGTH REMARKS • . I NOO'J4'23"E 271.74' 8" PVC SOR JS 2 L,-26 V3'42" 200.00' 90.97' • • 3 N26'J8'o5"E 1/8.87' • • 4 i:;=46'30'25" 200.00' 16234' • • 5 N13V8'31t 60.40' 98 WATER DATA DELTA BEARING RADIUS LENGTH REMARKS I NOO'J4'23"E I 4 ' e· PVC~a 150 HG 4-16 C-900 2 i:; =26V3'42° 190.00' 86.42' 3 N26'J9'05t 118.87' ,I l; -, • 190.00' 154.22' 5 N7. 140. /J • ( SEE SHEET U FOR STORM DRAIN PLANS) 1----1-----l-------------+----+---+---+---l I SH7EET I CITY OF CARLSBAD I SHEETS I :=::::::::::::...::==:::::::EN:::::G:::::IN:::::E::E::::Rl:::N:::G::::D::::E::::P::::AR:::T:::M::E::::NT===-'=1::::5=::=~ /1·22•04 KLM 'fl5-8Ull7' NEW eNt;INEete OF Wt'R'K DATE INITl-'l ENGINEER OF WORK REVISION DESCRIPTION IIIPIIOmlENT PLANS FON ~LA IIE7M HH.1S II VII../.AG£ X: APPROVED Pt 238 DATE INITIAL DATE INITIAL OTHER APPROVN_ CITY APPROVAL _,: \,.1_11! -. \'J• ,1.,~' /lR · (, __ ; /lh, C/.1 _. I ~ l'/G (,c', 1;;;: / .:::i:_: 3 ~Rl:F'i: ~H?O~I; \IH,'OblR, 9fl20XPRO; 9820Xl'fl. 982:JXtllAP RAVINE OH/VE t:fAT!R HIii KO. TO O£mlE KNOtJ. ST. PROJECT NO. DRAWING NO. C.T. 01-06 405-4 ...... a ..I, U'I I NOTE II SEI SHEFT !O FOR RIGHT AND LEFT CURB R£ll/RN PROflLES WATER/SEWER/SIDEWALK UNDERDRA/N SERVICE TABLE LOT WATER STATION S UNDERDRAIN STATIONS II SHEET 9 16 r83 I 16+65, SHEET 9 12 16+59 16+245}. 16+60 IJ !5+08 14+95 14+9I 14 !4+80 15 +---'/c-'4+"2,C"6c__-----f------1------'~=-~ 14+4I f4+31, 14+84 13+82 13+ 18, 14+30 16 IJ+66 IJ+23 13+19, 13+11 17 IJ+08 12+64 12+60, IJ+ 12 18 12+49 12+05 12+0I. l2+5J 19 11+90 11+46 ----11+42, 11+94 20 //+JI lo+87 10+8}. 11+35 21 1o+24. 10+16 f{,r97 16+ 19, S/-1££T 9 t6r43 16+25. 16+12 15" f-83 15+59, 16+18 I 15+00. 15+52 14+.16 14+32, U+93 1J+l1 IJ+lJ. 14+25 13+18 13+14. 13+66 15 IJ+OJ 12+59 12+55, 13+01 16 12+44 l---c11=-'f---1~, +85 12+00 11+96, 12+48 11+4I 11+31, 11+89 18 11+26 10+82 /0+ 18, 11+30 19 10+68 SHEET 10 l0+11 SHEET 10 NOTE: SE'ER LA 'TFRALS AT Pl?OPET?TY LINE SHALL BE 6' BELOW CURB GRADE UNLESS 077-IERJWSE !NO/CA TEO. 'lAY'YFLAT •• OEP77-I CF 5£/lffl /£ BELOW CURB GRADE ~OfESSi <,,Y-w 1-lq,J,i " $-~ V} o NO. 60223 ~ El(p_ 6/30/04 CJVI\. OF CALI i .. 6 6 6 6 6 6 6 fj fj 6 6 fj 6 6 6 6 6 6 6 6 6 6 585 i 1--- t 10 ff 21 20 I 9 C 1---. ' w- I I ;.., / / I ~ .... ~ ..... "' -;. ~ " ::Cc, " -;. ~ 79 78 NOTE: 12) TRAmc CAUi/NG Cl/RB RETURN PER DETAIL SHEET 3 121 TF!Amc CAlll/NG PIP-OUT PER DETAIL S/IEFT 3 II) IMPROITTIENTS PER Pl.AN 390-9 SHEET 62 .t 63 STORM DRAIN Ii) 77-1/S VAL 1£ NORMAll y aoSEO ~ "'STOP" PA "9/£NT MARKING PER CAL TF!ANS STANOARDS A241J Jtf77-I 12" STOP BAR I ...... 19 t ...__ ~ ~ ~ I;:\ "i ; ~ "' ;. ::s -C, - - I I \B <tj ..... ~ ~ ::: c:, 77 +--+-----'+-f--+--+--+-----t---+-----'t-+---+-+--+---+-----'+-f--+--+--+------+---+-----'t-t---+--+--+---+-----l~f--+--+--+--+- t l +-+-*-ce+--+------i~+-+--+--+--4-1--+-+--+--+--+--+---- 12 13 14 17 16 15 18 ... ~ ~ '"' 8 ~~ 'i(s ;:t <Ji .... "' "" ~ ~ 1--: ,,,; ~ o; ~ "' § £ ;. i -"' V) " ;J; ..., -';'. ... "' .,_ ::r: ~;it C, 11 ~ -C, -::: ... ___, 1'i --I ' 7 ,._ "-..... ::i; ~ ... t .... ->-"' '< .... "' "' ;o, -:,:' "' -'<> -C, ~ -c, "' .,_ "' l.,: "' -,. "" . ;. c:! ---.., ... -... -N 76 75 74 "' l!l ... ..... ::i; ~ l2 ~ <tj "' '<:i C, "" <c <>i ;. .,_ i ,.. .. --- 72 73 PLEASANT VALE DRIVE NOT£: 15 SEE SHEET 12 BASIN ROAD i 11 69 j .0 . +: -+--+--+---+--+-f--+--+--+------t----t--1-~+---+----t---+-f--+--+--+------t------,---i-,-+--+- 16 17 CENTERLINE DATA DELTA BEARING RADIUS LENGTH 1 N 2iV!'!l" E 460.46' 2 /c,, = 0575'()8" 200.00· 18.33' 3 N 2976'25" E 100. 00' 4 t, = 05V2'28" 200.00' 11.60' 5 N J478'52" E 103.61' CURB DATA DELTA BEARING RADIUS LENGTH REMARKS o· 10· -----40' 1 N 24Vl'l7" E 4.36.26' T'rPE "G" CURB &-CUTTER 2 t, = 0575'()8" 211.00' 1989' • • 20 80' 3 N 2976'25" E 52.00' • • SCALE: 1. = 40' .f. N 3478'52" E 1922 5 N 3478'52" E 103.61 • • 6 t,,. = 05V2'28" 183.00' 16.10' 1 N 2976'25" E 100.00· 8 t,,. = 0575'(/8" 183.00' 16.18' 9 N 2.f.V1'17" E 460.46' /0 t,,. -22'35'.J2" 6_ ' 24.84' SEWER DATA BEARING RADIUS LENGTH REMARKS I N24'0l't7T 21500' 8" PVC SDR 35 2 N24V/'!7T 18546' • 68 3 C.=0575'o8" 200.00' 18.33' • • 4 N2916'25T 100.00' 8" PVC~Cl 150 C 900 5 -05'02'28 200.00' 11.60 6 NJ418'52"£ 10361 WATER DATA RECLAIMED WATER DATA BEARING RADIUS LENGTH REMARKS 1 N24'0/ IFE 460.46' 8" PVC~CL 150 HG 446 C-900 RADIUS LENGTH REMARKS 2 t,,.=051508 19000' 11.42' • 3 N2976'25t 9000 • • SCALE 1• = ,fQ' OR!l£WA Y #fD TH IS 16' UNLESS NOTED OlHER#fSE 201.00 N3478'52"£ 30.80' .f." PVC~Cl 200 HC550 C 900 16.21' - 103.61 • .f. 5 6 N2976'25T ····-1000' 6.=05V2'28 19()00' 16.12' • • N3418'52c 1036/' • • "AS-BUILT " NOTE !I ELECTT?ONIC DATA fllES ARE FOR R£1TRENC£ ONLY AND ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTlCAl SURVEY CONTROL BENCHMARK: ~ CITY OF CARLSBAD I SH1E5ETS I f---+-------'tf------------------+----+---+-----+------1 L..!LJ [NGINEERING DEPARTMfNT 1----l--+-----------------t---t----t-----l----j IIIPRO'lfi/ENT PLANS FrJH G:4LA l'UA HR.J.s H wt.I.AGE X: PLEASANT VAL£ ORIV£ / ~ff"'J DRAW~! BY: NC. KF, BO'D SCALE: 1· = 40· ~ J/~d 0 ~ A DESIGNED BY: KIL JT. KS DATE: DEC. 2002 i __ c_o_N-~S~U~L~T~p)-,N~T~S~-f-PR_o_J_Ec_r_M_GR_._' _1<-_H_. __ J_o_s_No ___ , _98_-_1_020_--l PE\;;?~ -;u,,JQ·Ob DESCRIPTION: STANDARD M-10 STREET C£NTERUN£ HW. MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENG/N£ER's STA 7/0N 454+ 92 PER R.S 1800-1 Cf/ATEN llfll !{I). TrJ STA. 17+IXJ APPROVED 2710 Loker Aven~ West Suite 100 Carlsbad, California 92008 760-931-7700 f(n,:: 760-9.31-B680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE 1✓4ftJ' RCE: 60223 R ED B! ,j,1,1___~~~.~"'-~·"=---- INSPECTOR Y,d.s:/n.5 R[CORD FROM: COUNTY BENCH LEITTS (NO. COUNTY ITT?T. CONTROi. DATA} DATE ELEVATION: 68..f.19 OATIJM: N.G.V.D. OF 1929 G. \J(,1::J'-=i\:.!JUL\':HfrJL0\98'.cOXIUS.DWG 00/22/20C3 11:1. :'°)2: /() AM 1-'IH XREFS 9820X1. 982:0(PRO; 9820Xf,MP, 91320:<STR; 9~20XIJTL 102~03 00 0 .... ... (II 1-. ±== t +----+---+--- ---- ----c--r--- t--t~-~ 1;-J _+--+-+----+-+ l ' . -I --+------t----+--+ ·-----;-- -+----I-+---I --' +-+--+---', . --+--+--+ -+-----t----c ---t --+---+- -1-----1--- --'---+ -I---I----- ---+--- -I------- ---t--+-+ ' +--t---t -. . . -. .- +-+-f---+---+--+--+-+--+--+--t--+---+_--+-+-'-4---f-+-_.c_-+--+---- +--____j___ _ _'. -I---- ---+-+--+ --+---+- ---- --~---- --+--I -+'-----1 --- -+---I -- - ---------- -j---j----,-- G-12 CROSS GUTTER DATA STATIONING OFFSET ELEV. 0 FL A 22+44.53 15.5' LT 258.98 8 22+44.53 ao 258.05 C 22+44.53 15.5' RT 258.12 ---+---- NOTE A-C ARE BASED ON PIEASANT VALE ST. STA TIONINC WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE LOT Wt,.~. <:TA,Tl(lt,I. ~ <:TJ.TION UNOERORAIN STATIONS •• I 2l+-18 ZI + 79 '-21+4-I, 22+0/ 6 ~ 2 20+94 __ _ ~Z:ccl~+~?~0~_,,,__'+---~2'°0+~9"'/'c--"-2~1+'-'3"-7--+-"-6--l ,-3 ZO r64 20+84 20+81. 20+64.90 6 -=---,-+-~~~=~=--+~--+ 4 zo,-56 20-,.46 20+60, 20+21.80 6 >-5 20+12 20r04 19+79, 20+16 6 6 19+7I 19+45 19+21, 19+72 6 18' ,--y 19+17 18+82 18+73, 19+20 6 ~ 8 18+63 18+23 18+19, 18+66 5.99 • l---cc'c9+--"f 8~t~0-,_3 __ +--'-'llc'. -,.~9~z:c---'-'Hi--='--'' 7-"+--"6-'-'7,~1'-':8','+,./ 2'.-----l--'6 l-'1"-o-+_-'-'17 .. +"3"-1----t~-----''-'-7--'r___,3,_,5'------+--+--·-"17:.-+_,_1,_,_1,_ 17+6a 40~__,~6__, 1-c'c='-+--'cc7~+"=09'c-----,f---~S,~'H,~EE;--'T~8--l-+-cc--'SH.=E~ET 8. 17+_1_0_---t-_lic--t 63 20+90 Zlt-21 21+41.49, 2o+9I.IO 6 64 J'/-,.87 +---=cz-,-,_'=7-cc,c--"'s-l-=--=c2=,fL5:C0,~2~/~f~90C--+~fj--l 65 18-,.41 18+55 , SHEET 5, 18+3I 5.89 66 l7r87 l7+97 17+79, 18+24 6 67 flt 37 17-t-_47 , 17+29, 17+72 Ii 68 SHEE7 8 SHEET 8 SHEET 8. 17+22 6 A A SEWER LATERALS AT PROPERTY LINE SHALL BE 6' BELOW CURB GRADE UNLESS OTIIERIIISE !NO/CA TEO. 'LAY 'Y flAT •• DEPTH OF SE~R IE BELOW CURB GRADE ---' y NOTE: --+-+--I- ' ---t------t------t -- ' ai REMOVE A. C. DIKE ANO WALK ' ~ MIPROVEAIENTS PER PLAN 390-9 SHEET 62 ,t 6J ------- ' ' --+-+-+---- -,---,---,------,. --+----+ ' I I : ---I--+---t---C -+---+---'--+--+ --t---+--•--+--+- ' ( ~ STOR/1 DRAIN · . liJ TRAmC CAL/I/NC POP-OUT PER DETAIL SHEET 3 PLEASANT VALE DRIVE ( ( ~ "STOP" PA VEAIENT IIARl(/NCS PER CAL TRANS STANDARDS A240 ltlTH 12" STOP BAR SCALE r -40' "AS-BUILT ,/ (;,Ii DRA-WN BY: NC, KF. 80'0 SCAL~:-1.-·•-40;--..J.Y#J.J 0 f,...~ DESIGNED BY: KH. JI', kS DATE· DEC 2002 ~ PRO,JECT MGR.· K.H. JOB NO.: 98-1020 C O N S U LT N =r~s--t----------------; P.E.4867'0 FXP t,-30-0E,__ 2710 Loker Avenue West Suite 100 Corlsbad, C1Jli-fornia 92008 760-931-7700 Fa•: 760-93'-8680 Civil Engineering Plonnin{J Processing Surveying ENGINEER OF WORK: _,M JI.__, KEl1H W. IWISEN DATE: t-¥3' RCE: 60223 / 7 INSPECllJR " ~.r DATE ~s/4s __ _ DATE NOTE DRIVEWAY MOTH IS !6' UNLESS NO TtO O THERltlSE NOT£ !f ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR VERTICAL S/JR',f:Y CONTROL BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION STANDARD M-10 STREET CENTERLINE /tell MONUMENT CENTERLINE OF El CAMINO REAL AT ENGINEER'S STATION 454+92 PER RS 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROi. DA TA) 68. 479 DA TUM: N. C. V.D. OF 1929 ' ' ' ' ------l--~-+-, ' --+-+--+--+---;-----j--,-----+----t-------t -- . I --------1-- -r----~ t--+-+ -: -+-_------ -. +-+--+--+ ---+-------+-+--+-----------1-- ----------t--+----,----. ------- ---~--+-+---I ----i--------- f---- ' --> --+--+ --~I-- ' --+---- +--+--+--+---C---+--'-'--- ---j-+---+--+--f-+---+--+--+--1-'-+--+-+-f--~+--- l ' ----'--+-' -+ ,..__ ---t----t-- +--+--+----------r------+-r-+-+--i ---t----lt--- ------ --t--- j_ ___ r -,--~-- I , I_C --r-----i-----t--+---J-__ J.-..J_•'.J,JI --+--+-- ' ' t--+.;;ur,+-+-+--1 ( SEE SHEET !J FOR STCWM DRAIN PLANS) +--+--+-t---+---+--+ ~ ---+----- o· 10· 40' 20' BO' SCALE: 1" = 40' 1---NOTE; FOR SIGN/NC ANO STRIPING OF THIS INTERSECT/ON SEE PLAN 405-4B. ' ! ~-+--- ----j----I ---t---- (NO DELTA/BtARING RADIUS LENGTH I N 3478'52" E N 3478'52" E t; = 34V3'/0" N 68'22'o3" E CURB DATA ~NO DELTA/BEARING RADIUS LENGTH 2oaoo· REMARKS 22253' 7aoo· 118-87' 177.72' I N 3478'52" E 292.53' T'rPE •c• CURBc--.t--:---;~~VTTE,=7/c='9 2 t; = 34V3'/0" 217.00' 128-97' - • l--'c3'---l-_l!_N_i;6~s,;.'22(('o"'-3'-. £,E,-------11-==~w1 oa 70 • 4 t; = 9275'oJ" 35.00' 56.35' -,-----.--.-----, 1--5c-1~t;~=~o~o-=v1~'4c"8~.--t-,cc:J5.=9~.oo:c.-, +--J. 08' -i--------,.-----,.-------1 6 t; = OOV7'48" 1359_-=coocc • .+------cJ.c-'_08-=---' +-----.--.-----t t--7=-'~t;~=~9275'o3"---,-J.-c;5c-_oo=•+----C56.=-c.J.co5,,+-----.--.-------; r---- 8 N 68'22'o3" E 100.70' • • 9 t; = 34V3'!0" 18300' 708-76' • • 10 N 3478'52· E 2aoo· • II N 3478'52" E 276./5' SEWER DATA ~ DELTA/BtARING RADIUS LENGTH REMARKS I N3418'52''£ --222.53' 8" PVC~CL 1.50 C-900 ~"2~-N.~,,~4~~~~=,T~--+------t-moo·t-~~~.~~=.~~~---1 3 /;=l1'35'25" 2(}(}_(}()' 61.40' 4 N68'220Jc 118-60' 5 N68'2203'£ --8.12' .----.-------, WATER DATA NOi DELTA/BEARING RADIUS LENGTH REMARKS I N3478'5.?"f:_ ?,? ,;,• 8" PI-C ~ CL 150 HG 446 C-900 ,___2=--t-_N3478'52tt -+~~:_+_J6~0.!J. OO!!t,j' __ _"_" __ ____:_•:_ __ ___j 3 b34V3'10' 2/aOO' 124.81' • • 4 N68'22'o3"E 126. 72 • • I 2 RECLAIMED WATER DATA DELTA/BEARING RADIUS LENGTH REMARKS NJ478'52"E N19'/8'52T NJ~w'52T E=J4V3'10· N68'22'oJT 19300' 225.53' 4" PVC ~ Cl 200 HG 550 C 900 19_54' 5300' 114.71' Jik. 77 • • • • • i-------i--t-----_ ---~ --+-------t---+---+---< ~' S==HgE===ET::::,1-==c==I==T==Y::::::::::O=F=C=A=R=lS==B=A=D::::....=:::I c=H1E~ET=S I r:: ENGINEERING D[PARTf.lENT IIIPROI/CIIOff PLANS FOil CALAVUA HlllS K '1UAtil' K: ------------------+----+---+---+-- -------t-----+----+----1 l----+---+-------------------+----4 -- APPROVED PLEASANT VAL£ DRIVE STA 17 +oo.00 TrJ CCU£(;£ Bl 1-Zl. --------------1------1---+---+-----I ~ ;38B~ ~t1~ftr;_t,_or'c~~YDE~Gl~u:~ 1,'~,t•3- .!f_· 22·rJ4 Rl.c#~+-'-1~1\'~'l/.-'-~--_,8,_,ll-'--'Z=-l_._T~'~'---'-'M=-E-'-'W'--"E--'-'M_..a"'IM"-~=E.:::~c:..:acc~__:_W._:_:~cc-"ccK.__+-__ _ _ ----+---1-----1 ;:c;;,w~N=;::BY:;::==_ -==-= :-;;=-:c-=_ ::;-;=========::::;-;:::::===~ DATE INITIAL DATE INITIAL DATE INITIAL ~ PROJE_C I NU. DRAWING NO. REVISION DESCRIPTION f---~--t--~-CHKD BY: " C T. 0f-{J6 ,10,'5-,1 FNG NffR OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: • • .,. -,. . I _,.l 102403 co a ..a. u, j ----l-t--+-----'---r-+cc-t------1-t-+c--+--+---t------t-t-t----t- I0+/8.79 ~ ~#. &-"~ ~-?'\,.,?/( ~ c (f . ~ :\-,r;;,. ,r;; ¥ 1 I +-----'+-----1---'----+-"-'+--+---f-'-+-+---t--t~,._1c0+---~--+--+---+-~+-t LOT 22 23 24 25 26 21 28 29 & J{) ~ JI 32 33 79 r9 80 81 82 83 f.----+------+--- WATER/SEWER/SIDEWALK UNDERDRAIN SERVICE TABLE 10 ·•. WATER STATIO SEWER STATION UNDERDRAIN STATIONS .. 10+13 10+11 10+!5, 10+19 6 10+36 10+21 10+39 5.42 10+60 to+4.J 10+55.50 5.28' 10+19 11+00 10+66.60, 10+95 6 f/1"4 11+50 11+03, 11+54 6 {/1"94 12+04 11+6I, 12+08 5.29 12+46 12+56 12+15. 12+60 5.25 12+96 /3+06 12+66.60, /3+10 5.25 13+45 13+5.5 13+16, 13+60 5.25 /3+10 13+80 13+66, 14+01.12 5.25 U+/1 14+21 14+06, 14+49 5.25 U+60 14+70 14+ 56, SHEET II 5.39 SHEET 8 10+08 SHEET 8, 11+41 5.85 (2 + ff 12+15 11+48, 12+19 5.25 l2r63 12+61 12+26, 12+11 5.25 13 t-13 13+/1 12+71.50, 13+21 5.25 10+18. 79 P ~44. 13+50 13+60 SHEET 1. /Jf21.50 5.25 lit{~~~~ '°'" -ST L/ P L A N N I N C SAN on:co, CJ, t2121 E"ICINE(klNC ""(85.9)559-4500 , SUR VE VI '4 G FX f8Slll5!i8-1414 : NOTE: I':, IMPRO'IEMENTS PER Pl.AN 390-9 SHEET 62 &: 63 L!J STORM DRAIN fl TRAmc CALMING POfLOIJT PER DETAll SHEET 3 I,\ "STOP" PAVEMENT MARKINGS PER CAL TRANS e'.J STANDARD A24.0 111TH 12• STOP BAR 11 MTERAL DINENS/ON DETAIL SCALE 1• • 40' "AS-BUILT 0 ~ A DESIGNED BY: KH, JT, KS DAT£: DEC. 2002 i / t:J~:1 DRAWN BY: NC, Kr, eo·o SCALE: ,. = 40'.,t/ ~ PROJECT MGR.· K.H. JOB NO.: .98-1020 -~C~O~N~S~U~L~T~c--1.N'c--cTc---;Scc---1----------------1 P E.4 670 EXP. 6·30·06 271 O Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning RE BY: Cor1sbod, Colifomi<1 92008 Processing ~ j(. 1.,1' /4j'_ 760-931-7700 Surveying • DATE: Fole: 760-931-8680 KEITH W. HANSEN RCE: 60223 INSPECTOR H ~~.r DATE y/4r4-, DATE '90-9A WO Tl -L NOTE: 12 13 79 81 2 If I I I ., '--~ <:-i ~ lei ~ "'< ~ "<>.. " §: .._ lo: .._ "' -::: <::, "' ---: -"' -<::, -c.: .._ ~ .._ ~ ... ---Cl_ -21 "' 26 '<S L) >.. 'I-... ~'"' ~ ~ -<::, "' ..., "' -,. 28~ ... CRATER RIN ROAD SCALE 1• = ,f(]' NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANDARD M-10 S/1?££T CENTERLINE lllcll MONUMFN T L □CATION: CENTERLINE OF FL CAMINO REAL RECORD FROM: ELEVATION: AT ENG/NEER's STATION 454+92 PER R.S 1800-1 COUNTY BENCH LF'IElS (NO. COUNTY ITT?T CONTROl DATA) 68. 479 DA TIJl,f: N. G. V:D. OF 1929 . "' l:s .._ :&: " ~~ . .....--" 1.f. 82 G) 15 ----- t-.... ~::1\"-~ co ~"'-1+ ...... ,.._ 80' BEARING 1 6 = 99'48'58" 2 N 75'47?3" W J 6= ' • ,f N 6= 6 N 75'41'23 W 6 = 23'33'23 6 -146'55'26 ----9 6 = 00'5151 fl] N 24Vt'll" E I N24'0/ ll'E 2 L:,;,33'50'.JJ" 3 N.15'47'23 W C£NT£RLIN£ DATA RADIUS LENGTH 1 6 = /0610'48" 41.00' 87.10' 2 N 75'41'23' W 27195' J 6 = 13'.38'14' 200.00' 4760' 4. N 89'25J7" W --4700 5 N 89'25J7 W 21.62' CURB DATA RADIUS LENGTH REMARKS 3100' 5749' TWE "G" CURB &: GUTTER 27195' • • 18100' 12.# • • 74.62 • 211.00 • • 6100 • • 51.00 • 6100 1.()6 3.56' S£W£R DATA RADIUS LENGTH REMARKS 25.00' 8 PVC SOR 35 20000' 118. IJ' • • 216.09' • • • • '---"' ~ S<l""' 4 6=13'.JIJ'ti" 20000' 41.60' 5 N89'25 'Jl"W 24.62 • 29 ~ ;' ~ ..., :::, <::, -:1i JO :e --: '<> ;:±; -"' :,g " '<> ,1, -NOT£· DRIVEWAY 'MOTH IS 16' UNLESS NOTED OTHER'MS£ 6 N.89'25'37"11' BEARING I N24V/'/7"E 2 N20'58'4J"W 3 N75'41'23'W 4. -/3'38'/4" 5 N89'25'37'W 6 N89'25'.Jl"W • 50.00' • WATER DATA RADIUS LENGTH REMARKS 39.81' 8" PVC~a 150 HG_ 446 C-900 3176' • • 30069 • • 210.00' 49.98 • • 3689' • fE SHEETS 14.-15 FDR STORl,f DRAIN PLANS) ~ CITY OF CARLSBAD I SHFFTS I 1---1---+----------------t-------jr----t-----t-----t L!Q_j ENGINEERING DEPARTMENT 15 l-----l--+----------------1-----+--+-----t---J IIIPIIOV9/£NT PlNIS FOR t::4LA1£14 HILLS I MILA&£ X: CHA TEH HIM ROAD STATION lo+otJ.(J(J TrJ STATION 14+8J.27 APPROVED · ,.,(1f-<.;\,\}:,,-\}L~1();-,y,_.:JE-2C1,11CJ.~•W'., (,S/02/2uJ-.:: c,1 '.;i d'.:l f--'1,1 I-'~,, iR(f~: ~H:'ll~I; 9H'?\JXSTR; ]820XPR0: 9~ZOXUTL. 962,JXMAP J - 102403 ..... 0 a ..... (JI ----c---l-----,----------+---,------+--------,---+--,---,--t-----+--------- ---+---+--+----, ---+---+--+--+ ...t.---+---1---L''-f---__ I : ! · --I I --+-'--'--+--+--+--+ -r ' +--+---l----+--+---- -+--+--+---+---+ +--+'--+--+----J. L' _J__jf---L_ __ _J_ ___ ' ___ _ I I ' ' -t--+----t----l-+--+--+---+-- -_L_ __ -- --l--1---+--+---'-------+--+--+---+---I i t--+--+--+---+--+ --> ---+---. ; --+-t----+-----t ! I . -f-+--+-----+-+-+--+--+···· -i--------+--+---+--+f-+-i -+----l--L--l--1 - - - -'---+--+-'--+---+-_-·t -· t----1--l--+-_-+-----+--+--+-I ·I i I. ! ----+--+'-f-''--'-'-_-+--+---+'-1--l ! - I -+--+--+-C-+--+---l-- . ----+--+-. -+--+--+ - ---___ j___J__L _ _J --+---+'---1-+--- -1-----+--+---+---+---j_---l--_j__J__J_L_J . I ! .. _ -~ --f----1---+- I I ' ! +--+--+----+-----+ -----l--f------1-----" --+--+---+----+--'--'--+--+-+-'-+-'-'-+--+----+---_,.. -------+---+---+--+ --+--l -+--+--+--+- ---c---+---1-----------1--'--l--+--l I ' J -, --+--+-'-+--+--+---+- ---+-+--+--+----''-!--+------+--+---+---+-- - I I l -i L-+--+---l-----1-'-C_J_ __ , ----.. i. -- f-----+-+-f-+--+--+---+-+-+--+--'--f--l--','-+--+--+-+-'-+----1- I -' ' ' -l-----1------+--+-'-. ---------- i -----+----j_- ! - ---+---+---+ --+--+--+-- ! ' ' i--+---+-----1 ~ -------- -----+---+-- --+-~+------+---+---i --"_-t--t--+--+---t-~ - J -__ I -------l-+--+--+-J--, _j__J_L__J_ - -+--+-----f-+---+------i-- -,i ... !/ff +--+--~-'----+------- i i -----+----+---+--+-- -+----+-_j_ --L _ _J__~_J_ --+--+--+---+-+- I --~- ----- - --------1----l----+--t--+--+---+---+---_J__J_j_L __ --; ------+---+-'-c--1-----+-- _J_j___J__ __ ---j__-l---l---'-----1L---f--+--+---+---+ - - ----+-, -+-I--+-. -----+-+---+------,--+ ------+--+--+----! --+---+--+-+-- ' - --<-~+----+----.. ' -+---+---+---+--+ ---t-+-+---+-, _L__j__J__--1--_J_ ! i i I - l-----+--+--Pll;...l ffl_-~ "lrll.-+.Jf!JLJIJ,--nT1.+ --..'17'1--.,~C7',.--+--+----t--____ _;__ ---~--~' -+-f---· ,,. --+----1---+--+e-----l--+----····-l--+---tf-----+---t---' i I -------+ I ' I l [ 1 , • I : ~ , 'YflZ ,. = ,l(J' ' ----' ' --+--+---+--+ ' ' '----1------ : i i I I i --+: ---+-+--+---+--+--+---+ -----+--' ' ~ '/?T ,. ,t It --+-' -__ t--__J__--l-_j_ -+-, -_ +-+--. I ---+-+--+--___ --4--f---___ __ l f l i : j __ --l-_,_t--+--+-----+-'--+--+---+-t--+-,-',=c-'-----+--'--+-f-----l-f---L'-_ _J_ 11 __,1_-'-=--'--'----+-'--jL'--+~--'c__J_f---'_j__+-c--l-' _,_I_L__L _ I 45 j i CENTERLINE DA TA ~ QELTA/BEARING I N 89'25'J7' W 2 N 89'25'J7' W J N OO'.J4'2J" E RADIUS LENGTH 175.00' -_-_-=_--'-'2.__~,,_7cc7-__:<J'-' 2().00' CURB DATA 15 16 17 18 19 JJ 34 N CRATER RIM BD. • SCALE 1. = 40' SEWER DATA WATER DATA NOTE: OR/1-f'WA Y /tfO TH IS 16' UNLESS NOTED OTHER/HSI' (NO) DELTA/BEARING RADIUS LENGTH REMARKS I N 89'25'J7" W --125.00;., 1-cc-~T~l1l='£~.ec-G;;. =-c~'-'w~ ... ~G;~VT~TDl~=I c:@: DELTA/BEARING RADIUS LENGTH RE~RKS NO DELTA/BEARING RADIUS LENGTH REMARKS t2Lt;N~8~9~'25~'J~-~7 ·~wtt-=-=j~1,~a.r. 1.~'2:' t::'":::":::_' -. --_· _--_--_--_--_-----,- J t:, -2811'46' 1(1(100' 49.21' • • l---'"--~,-_,='-"=-=---1---=='--+-="-c-l-------------4 N 62'22'.J7" E 50. 00' • • l--i----l-"'~'?4-c,£..-t--===-cW.~--1---------------------5 t:, -20871'46' 38.00' 138.08' • • 6 N 89'25'.J7' W 430.49' • • 2710 Loker Avenue Wes: Suite 100 Carlsbad, Californi<i 92008 760-931-?700 Fm: 760-931-8680 Civil Engineering Plonnin<.i Processin(_l SurvP.ying 8' Pl'c SOR J5 I 2 N89 '25'.J7"W 18500' 8" PVC~CL 150 HG 446 C 900 • N89'25'.J7"W 24799' • • "AS-BUILT DESIGNED BY: KH, JT, KS DATE: DEC. 2002 ~ DRAWN BY: NC. Kf, B0'0 SCALE: 1" = 40' -• ...,/ ~ "'Jh.,,/::. PF!DJECT MGR,, K,H. JOB NO,, 118-102!!_ 1-----------------1 PE '48670 EXP i,_-30·06 ENGINEER OF WORK, DATE: if/4,3 RCE: 60223 / ,/ ~DBY /i!ftM.4ri INSP[CTOR " DATE BENCHMARK: DESCRIPTION STANDARD 11-10 S/'R[ET CENTERLINE WRL /IONUIIENT LOCATION CENTERLINE OF El CA/,1/NO REAL AT ENC/NEER'S STATION 454+ 92 PER RS 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO COUNTY '.£RT. CON/'ROL DA TA) ELEVATION 68.479 DATUM.· N.C. V.0. OF 1929 ------+--+--+--+--+ ' --+----+-+- - --+--+---+-+---! -+--+--+-" -- SEE SHEET -1 - I 11-00. 00 SAH NO 4 = ~!!_; f!l!T RO. ,, NOTE: ~ l'RAmC CAl/,1/NG POP-IJ{JT PER OETA/l SHa:T J f2) 'STOP" PAVDJENT MARKINGS PER CAL/'RANS STANDARDS A2,#J 111711 12' STOP BAR a· 10· liial 20' 18' SCALE: 1 • = 40' -----L--- -+---t---t--f--·-------1--- I 80' ( SEE SHEET 14 FOR STORM DRAIN PLANS) I-----+--+---------------+t---f-----_---+f---____ ,-=::===: I S1HC:1ET I CITY OF CARLSBAD ENCINEERl'JG DEP~-~TMEI\ T 15 :====='-==========--====! SHEETS llll'fNJ'IOIENT l'UNS FOIi CALA IUA HILLS I f/1UAGC X: 1----+----1--------------------+----+~-·-----·----+-----< CRATER RIM ROAD STA t,+8tJ.27 TO CtR.-OC-SAC 1---+---+-------------------+-----+---+-----+f---- FNG NFER OF WORK ,APPROVED ---• ' -,._,, LLOYD R HUBBS [#1~/•1 JE 2388!!'" -XPl~S , 2-,11-05 CITY ENGl'IFFR /'~JAff II· 22 · P4 R, .. l~M:'.-+-'-/.'-';<; _:n Pcc:S-_-_cB:_::Y.cc1/L-_,T_'-'-'-' ,Mc,,:~:.:_'l'l_:E.-_,M,_.tr.._.l"'W._,-'£-:_c~"--'tJ-_:_'F_----"W."'~-"~.:,:l(_-+--+---1----l---t ::;~~::::::=::::::=:::::::;'-;=:==:::::::::::=:==:===:;';::::::::::::::==: ~ OWN :JY, --=--:c::-"ROJECT NO. DRAWING NO. D.A.TE INITIAL OATF. tNITIAL DATE INITIAL ,=_, CHKD BY, \}P C T. 01 O'I:' 40.'5-4 ''NW□ BY, J' // , • -U REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 102403 ..a. ..a. 0 .... ..a. (11 C :E G) ~ 0 (JI I ~ . -, . i i IIOC ,. ----··,-.. . - - i i l---1-----1----+ ·-1--i---l---l-____j-+-_j_----1---+-'---i----l---+-++--+-t-+--+-+----,-+---+-+--t-+--+-. ~--+----1-+-+--+--+-f-+--+--+-+---l--f--l-+--+----1-+-+--+-+-f-+------l-----+----'---l-_--l--f--l-,----JC-+--+--+---+-+- i i ' I I ' ,,-PW. RAMP _ ~~~~-r======::::: I TYPE D PER c--:}' ,, ~ ' UN£ i.-------------- ®-..,/\ ~ l Pf?(Pl)S£0 IMPf?OWllf.NTS PD? VILLACF Y DWC. NO. 403-J &-JA. 2 . , I . ' . ALLEY APRON DETAIL ~i~;S,!~ . ~ ~:~'t\ti .\.. ,\U,; ;'"~~ ,. y PLA"'"'l"'G 'i.1,Nl:IEOOCA'2121 1, ,._ ENCIN[[RINC PH(858\558--,i",OO • ~/~"• S U RV [VI N G F( (8581558--1414 .fJ. •:.i'l!I'-/ 41l'lJI G~ ~_,~~J.,_)_ I " SCALE 1• ~ 40• ,-------------------, 2710 lol,i;er A~nue West Suite 1 DO Carlsbad, Colifomio 92008 760-931-77D0 F"ox: 760-931 -8580 Civil Engineering Plonning Pmcessing S1.1rveying DESIGNED BY: KH, JT, KS DATE: DEC. 2002 DRAWN BY: NC. KF. 110"0 SCALE: 1" = 40' PRO,:ECT MGR.:_K_.1:!, __ JOB NO.: 98-1020 "AS-BUILT -~~~d_ 1------------------l P.E. i;t8€,70 EXP. 6'·30-06 -ENGINEER OF WORK: DATE: .. -l<£IIH W. HANSEN RCE: 60223 V1NSPECTOR " DATE NOTE!! NOTE: DRl~WAY H!DTH IS 16' UNL£SS NOTFD OTHERH!SF £L£CTRONIC DA TA Rl£S ARE" FOR RFfTRFNCF ONL Y AND ARE NOT TO EJ[" usm FOR HORIZONTAL OR VERT!CAL SUR~Y CONTROi. BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD ltl-10 STREFT C£NTFRllN£ HfU MONUM£NT CEN 1£Rl!N£ CF Fl CAMINO REAL AT £NG/N££R '5 STA TION 45U 92 P£R R.S 1800-/ COUNTY BENCH L£V£l.S (NO. COUNTY >f:RT. CONTROL DATA} 68. 419 DA TU/ti.· N. G. V.O. OF 1929 o· 10· .. 20' 18' SCALE: 1" = 40' NOTE: 80' G) ll,fPRO>f:11£NTS PER Pl.AN 390-9 SH££T 62 &-63 STORII DRAIN 12:! T/1/5 VAL >f: IS NfY?MAll r aosm Q) "STOP" PAVEMENT ltlARKINCS PER CAURANS STANDARDS A24D ltlTH 12• STOP BAR . -• . ' ' I I j - ' ' ' -1-+~+·· -+-·+--+--+'-f--+---t· --·--- -- - - --+--+---+-+--+- CONTROL LIN£ DATA ~O DELTA/BEARING RADIUS LENGTH I N 60'43'35' W 2 t:,, = 22'00'.JO' 3 N 5176'55' £ -I N 28:?5'19" W CURB DATA (NO'. DELTA/BEARING RADIUS LENGlH 115.19' 2oaoo· 76.82' REMARKS 2200' 48.00' .__ I . t:,, = 22VO'JO" 184.00' 10.68; TYPE •c• CURB &-CUTTER 2 N 60'43'35" W 128.84' J t:,, = 84'57'/,I" JJOO' 48.93' 4 t:,, -89'51/6-JJOO' 5UM' 5 N 60'43'35" W 118.23' 6 A -22va'54' 1oaoo· 38.66 7 N 82'52'29" W 41. !8' 8 D. -110'58'22" 38.00' 1360' SEWER DATA ~ DELTA/BEARING RADIUS LENGTH I 2 N/6'47'.J6"W AJt;n•J :r' :r"i"W 19.66 ., WATER DATA I NOi DELTA/BEARING RADIUS LENGlH • • • • • • • • . . • • REMARKS 8" Pl/47 SDR 35 REMARKS ..... I ;; N28:?5'19"W 66.37 a• Pi,t;~CL 200 HC 580 C 900 248.98 • • ( SE£ SHffT 15 FOR STORM DRAIN PLANS) I S1H2FET I CITY OF CARLSBAD I SHEETS I 1----+---l-----------------+--+--+---+-----, ENGINEERING DEPARTMENT 15 1---l---+------------------+----+--+-----'I-----, IIIPliOVEJl£NT PUNS FOR t:lUAtn'A HIUS I mLA<E X: BASIN HOAO l'l.£ASANT" VALE Oft TO ctll.-D£-SAC APPROVED .4 f11-:::::?~~_;J4.1LLOYO B. HUBBS,./~,, ~l~l~-e.2e.~-O~ljt~R~l.~M~[4~';t\~N:'!9~5~-~B~t1.~Z'/ L.;T~"3.~~M~c.~W~~c,~i'l.~'6~1.~~~c,~c.~",f'~;;a~!F~~w.;o;R.~~;=+=====~~====~~;~;;;~~;;~~· pl 23889"tmRts'(z? .l 1-05 CITY ENGINEER r DAl"[ µ.fzr/64 //J,J I 1\ ~M ov~_fl ~_H,_,'{._...[7_..~._,A::"N.._.-r ____ +--+----.J."'T.'-'t.=<,&'-' ~ DWN BY: ---::-:-;.----PROJECT NO. DRAWING NO. DATr INITIAi DATE INITIAL DATE INITIAL CHKD BY: t::\IV.,,,,. REVISION DESCRIPTION f-OTH_E_R_AP-~P_R_O_VAl-+--C-fl'Y-A~PP_R_O'I_Al_----t RVWD BY: '// ENGINEER OF WORK C.T. 01-06 405-4 '-'· \ JCO':.J \2 JO'.'. \381 (12G \'::ld2UXI L..JW1"; (J'::J / CL/ '..-':JC j J4. '..::,L. '..!'... 1-'M Pl> I ),'.~Ef'i. 9B20XI, 982:J~STR; 9820XP~0; 982GXMAP; 9820XUlL 7 102403 060904 ..a. ..., 0 -..a. 01 I ! J j - I i ; ' I -!-----·--t 1 , I I , +-t----+ ' t, j . , II ~ L J2. • 1/J" f OF 0/ I ~---i I ' I i --_-_t-t '-' "' I l +- ' l ' f I ' ' :-- l ! --i· ' ' l I I --➔---t---- --' -I ,- I 1-'--!-c-+----+--'-+--c,f;-lt'~+-+-+--t-+--+--+----+-+-+-+------- c f _J_ ___ "' i ~ d;,,tO( ~I ~ J_j-, -' I ~ - ~u~j/4,-+ ___ -,.,..-d----i~"'--'IJ------'--+-1++-+-+-'---l-+-++--+--<lliil+ I I 7·-l-I i i I .,, I 1 11, i : D· 1114:~ 1:1 --' -' ,, w f : j . f . I I 1, I ' ',. ' I l c, ~-I-"' I ~ , j J)-+--!---1 ---t--__ _i: +-----! --j -------- . ----- --+--+---+-+-+--+--+----J-+--+---+---+---+--+ l -!-! ------<------t------+-- '00 ;H 1 80. I --f/fl'O o\l ,i'· ' ~i k2 18~ R 41i5ab tt 50.00X -=-~3! els V, = /6, ll/ FT/S i ~36L4-£18~_)_+-+-+-+-+-L---l-i-_~-H---l--+-+-+-+--+-+-+--+-+-+-~+--t--H---l½t>!F M6 bt. - -! L +"ll---1-+_ ----_ _ _ j _ i v,,,, , _ 971+-'n:-4=-+-+-+--'----+---+---l-'--4 ~f=.,;~~~!::::..~~x4+..i1~j~~-±LF~~+-+-+1 -+-+-+--+--t'-----f-l'rl.'J--t-+---t---'----+---'--+-+-+-++++--:--+-+--+----'---t----'---t---J---J-t-t-i--t--rt-+-t-i, '-Tl'r':----J"' Q~ 1.3.f Clf i JO' Ref (J 1.4/}% Q, = f./Jli C I V,w 15. ({4 1/3'! 6 ·c-r= t--+-¾..=-l+l'Hl,l-'5-+--+--+--+---+ -,--.20 c& -10,;. ii. 92 cf.Ii -- +-+----f-t-+-+--iil<':ch,l--_ -..r.m-<;--t'----1,11.,ott-. ' ------------t---t----t----+-t-----t-------i---------- t )_ i I i I , --_ _j_____ --I---.;. - 1LE -PER JlJ()_g. - 'E -----i----l---+---+-+-+--+--+----J-+--+-~--+--+--+--+--+----+---+-+-+--+--+----J-+-+---+---t---+--+----,---+- 1 -----, __ i --+--+--+--+--+--+--+---+---+---+----t-J I- ! j I ! I •--8' sh .-, es 0.: " ,._ I • . 90 .9.4 - FAlE SU. VER f STOOi ORAi I I I ' ,- ' i t- -"" t.:' '>It! 6' I _J__J___J__J_L_L__j___J___;___[__i__J__j__j__)__J__j__j__J__J__j__j__J__J___J_____l__J__J_L__L__j__j__j__j__-'--c:-'=-_J__j_ _ _j_ _ _L_ _ _L__J_+;--<-_J___L__;___J___J_____l__J_"---::.'-.-'--j__j__j__~_J__J__J__;__~~~--'---------- 10 II 12 13 - 14 \ 1 \ 63 \ I \ PLEASANT YALE DB/YE SCALE 1• -.fO' 2710 Loker A.venue West Suite 100 Corlsbod, Colifornio 92008 760-931-7700 F(JX: 760-931-8680 ,0 I 0 \, \, \ t"\ \\ ~ t"\ a· 10· Civil [nq,ne,ering Plonning Processi'lg Surveyin~ 40' 80' II HUNSAKER & ASSOCIATES S A N O I [ G 0, I N C 1017' HUENNeCENSST. P L A N N I '1 G SAN IJIECZJ. CA 92121 ENG!NEERIN(; Pt-l[ISBJSSll-4500 SURVEY IN(; Fl( 1158l551H<lt"I DESIGNED BY: KH, JT, KS DATE: DEC. 2002 DR>\WN BY, NC. KF. eo·o SCALE: 1· • 40' PROJECT MGR.· K.H, JOB NO.: 98-1020 ~ . 116 ,.,~RECREA noN~ ,~ LOT .§>· v -._X '- 48 47 "AS-BUILT ~ f---------------------l P.E. EXP '2 · 'it7-0I, ENGINEER OF WORK: DATE: f/1;&,j . HANSEN RCE: 60223 E ED~ --___ 'l!'I . ----- 1 t-..SPEC:TOR I 46 " I I I I Y/2S"b,S DATE I I I I 11 \ !i-,-uNE B ti I 1 i I I ~ I 45 SEE SHEET 14 RIFT ROAD SCALE 1• = m' NOTE!! EZECTRONIC DA TA RLES ARE FOR REFERENCE ONl Y AND ARE NOT TV BE USED FOR HORIZONTAL OR 1-f"RT/CAL SURWY CONTROL BENCHMARK: DESCRIP'ION: STANDARD IJ-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STAT/ON 454+92 PER R-5 1800-1 RECORD FROM: COUNTY BENCH LEITTS (NO. COUNTY 'IUIT. CONTROi_ DA TA} ELEVATION: 68.479 OAT/11,/_· N.C.V.O. OF 1929 \ ' \ I \ I ,· \; I - \ \ \ \ \ \ \ .-\ m '0 \ c.. I> \ t"\ \ <. \ "J> \';Q _\, 0 o· 10· 40' -----20 80' SCALE: 1 " = 40' STORM DRAIN DA TA BEARING RADIUS LENGTI-i REMARKS I N29'27'-14"E 66.00' 18" RCP ~ 1350 D 2 N60'32't6"W 8765' , 3 tc. =3279'/t" 21200· 119.59' , 4 tc.=/3'26'24" 212.00· 49. 73• JO" RCP ~ 1350-0 5 N72'37'!7T 30" RCP ~ 1350-0 6 N/1'22'43 W /8" RCP ~ 1350 D 7 N2l'37'5Tlf , 8 N68'32'35T , 9 t:.=07V2'55" • • , , USE lfA Tm-TIGHT JOINTS )S'I .,.;' ~-~.,-----.--~--------T -i I-.______'--,_ I I '---l--- 1 I f = PFR Pff.,V JIOD. LOCAL DEPRESSION NTS ( SET SHEET,/ FOR RIFT RD. IIJPRO/IFl,/ENT ] (SEE SHEET 9 FOR PLEASANT VALE DR IIJPROWMENT] ( SEE SHEET 6 FOR CENTZE KNOLL STREET 1---+----+-----------+---+--+--------i-----l I S1H3EET I CITY OF CARISBAD I SH1E5ETS I E'IGINEERING CEPARTMENT ;:=s=row==Oll,~14=/N=PUNS==R)f?=CA[,f==~=l4=HlllS==H=lflLA=CE:::::'....'.:;:~:;:'.·==: ll-22-0 HLM LJAll INll1AL INITIAL DATE INtTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED RIFT RO. ti' PLEASANT VALE OR. LLOYD 8. HUBBS ~l CITY ENGIN[[RD~ PROJE2T NO. DRAWING NO. C. T. 01-06 405-4 ] --7 102403 ... w 0 -... UI C :E G') .,:. 0 u, .I:,.. i ' i --+--e-----. 1- J ' -I ---+--+--+--I---+ - ' I ! +--+--+---+---+-----,--_!.__ ~ -l ' ---t L_ __ f i --+-------,-- ---+--+-+--+----+- - -+--+--+--- i ! IO+!U.,U r,p, "R _,• ~ l=I, ct LOC, OEP 107 32 i t --+-~+--+--+---, I 108 LINE C CRATER RIM RD. SCALE 1• = 40• NOTE!! ELEC!l?ONIC DATA FILES ARE FOR REFERENCE ONl Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVFY CON!l?OL DESIGNED BY: KH, JT, l<S DATE: DEC. 2002 DRAWN BY, NC. KF. BO'D SCALE: 1 • • 40' PROJECT MGR.c _ K.H. ___ JOB NO.: 98-1_020 o' 10' -- " • , 20' 40' SCALE: 1. = 40' ~i~.r "AS-BUILT -~ .. , /..,_YP).td:;_ !-----------------1 P,E. 48670 EXP. 6-30-126 DAI[ 2710 Loker .Avenue West S(Jit~ 1 00 Cor1sb<'.ld, California 92008 760-931-7700 Fax· 750-931-8580 CiYil Engineerino Planning • Precessing S,Jrveying ENGINEER OF WORK: d.r/4.s DATE / 80' 122 H.O. \ BENCHMARK: D[SCRIPTION LOCATION Rrr.oR~ rnm.t ELEVATION: STANDARD 1,1-/0 S11?££T CENTERLINE ~LL MONUMENT CENTERLINE OF El CAIi/NO REAL AT ENGINEER'S STA 11/JN 45~+92 PER RS 1800-1 COUNTY BENCH LEVELS (NO COUNTY !£RT CONTROl OA TA) 68.479 OATIJM: N.G.V:D. OF 1929 - ------------- --~-+-+-+-+--I -............. 2±""""''9~-• .. ,?-iiiiiiiiiiiiiiiiil:( o· 10· µ 20' 4-0' 80' SCALE: i" = 40' , +----+-- -.;_ --- -j___J____ ------r--- ' I----+-+---l--+--+' ----I--- --+--+-f--+--+ ---- - --+---+--+ ----f--+-+---l--, _ _j_---+---_J_---I - -·---- a -e--+--+---t --t---t-HH----"--'---t---'-+-t-H~-+--t-H-+-+---1---I-I -t---+---+--C ! ~ ---- ---- EASEMENT LOT 45 SCALE 1• • 40' ------ - ------ r-- -___, - : ! -+---- - - ( SE£ SHEET II FOR STREET MIPROI-FMEN T) ~ CITY OF CARLSBAD I SHEE-s I ~====+====+==============================j=====t====t====i===j ~ ENGINEERING DEPAR-M[NT 1 5 1---+-------1---------------------+---+---1------f------l ------- f(22-M ~KL.M & •11s-~UIL.T"., IIEW E//6/IIEElr OF WOli'K DA-E INITIAL ,. DATE OATF INITIAi FNGINFFR OF WORK REVISION DESCRIPTION .. OTHER APPROVAL CITY /\PPROVAI STrJ/111 ORAIN PUNS FON CAL.AlffA HR.LS I Vfll.ACE Y: CRATER RIM ROAD IAWK IID. TrJ ctll.-0£-SAC DW~ BY: CH K D BY __G__,l&_,.,, RVWD BY: ,r,P'/ ' ~•14 LLOYD B. HUBBS ~~/n ~ 1,-j1-0: CITY CNGINE[R D~ P~OJEC I ~O, lJRAWING NO_ C. T. 01-06 405 -I 102403 ... ~ 0 -... 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' --t--+--+-----t- +-+--+--+-----t 1-----j------j-, ---+I--t • -I· r -+--+--_, - +--+----- --+--+--+--+ - +--+--+--+---' ----+-----r-----t-,---+---+---+- : +---+_ -_--+---+------, --. --i---,----,-----,---i-----+~---- ---+-----t------t--1 · · -+--+---+-----t--I +---+---. ---+--+ - +--+--+--+---- i i ' -+--+-_-+---- ~ --+--+----+ -- l -'----j-t--- 1 - I - +---+---+---+-,_ I-l .. :-- -t---t--+----+ ; -+--+--+ ---+-+-+ -- ___ _;__ - - - i -----+--I----- +--+---+--- ----+-~---+-I . -+--+--+---+---'----'+--+---+ ' ,--+-+--+-+, -+ i i a; cs ---+-I--+--- - ! [ -- -t-----t------t-1----i-- -t ---+----+-------I-'--+--~--- -+-----+-+--+'-t ~+--+-+-+ -,-1----+--'---. --I---+--+--+ --·- ----i------,------,-, --,-~~------+--+--+---+---+ I -1- -+---+------t-t----t --· ---+-+-I---+-" 1--~--- +-~-+,--+ --------t- i +--+--- -+---++-+---+ ·---+-+--+---+ ---J-+-+---+ -. ' t-· -----' j --,--- r---+-- +---- ' ------;-+-- ---. ! --' -+--+-' I ------ +-+-+---+------' ----- ---t------t-t---+-~- ' ' -----+-t-~---- --· - --l - - --+--+----- -J , 1 W!!l--i-_---i-~---,-•'----~ rzlvL ~ -+-+-------+----- -1 --1 , SCALE.: HfRIZ 1·[= ,#(}~ . : I I I , - -,__---,j-~. +--+--+--I -_ i' r -_+---.-----~ -_--1 'RTJ -:i --rl i L__L__L_-.'. '_---L----l~l------'----'---"------'-------l-L-+ ---"-1•----l~L-C-·+cL= -==::_--feL_--_:-=_+L-_--+J_-_ _j-1 -_-I-+---_--_L_--_-~-----'--+-_-__ -t-' --+----'-+-'-----'----'---'---'L---'-----"-L_~_L__L_-+-~-L j] ----I _ _L_-_L_j_ __ L_ _ _L_~-----l-----1_L__±- -+--!---- , J I 20· 150' ~ I 20· STORM DRAIN DATA ---,-,, iZ CRATER RIM ROAD SCAJ.E , • =-40• 2710 Loker Avenue West Suite 100 C1Jrl5:bod, Colifornio 92008 760-931-7700 Fa~: l60-9J1-8680 Civil Fnginttr<ng Plonninq Processing Surveying NOJF: l~ STORM DRAIN PER J90-9 SHT. 52 &: 5J I I ..... I ----,10 I Nf5 "AS-BUILT DESIGNED BY, KH, .[[,_KS DATE: DEC. 2002 ~ DRAWN BY, NC, Kf. BO"D Js O c 8 ALEN,0.-.1" 98 --!40Q20•-.,./ £ ~ .... t:. PROJECT MGR.-K.H, ( f-----------------i P.t 40670 EXP 6 -30·06 ENGINE.ER OF WORK: ~){4.~.,,,~~Ag';~·~· ::::::___~DATE~•;_r_.1 A~¼~,,,3~ ;/21,,-/Zc;tl.~ .',l!.[)~~"'~R1a~· -~-:____ __ KEl1tt W. HANSOI RCE: 60223 NS~[CTOil _/ " DATE i' Os/1,1S DATE BASIN ROAD BENCHMARK: DESCRIPTION STANDARD 11-10 STREET CENTERLINE lftCLL IIONUIIENT LOCATION: CENTERLINE OF El CAIi/NO REAL AT ENGINEIR's STA TIDN 454+92 PER RS 1800-! RECORD FRCM: COUNTY BENCH LEVRS (NO COUNTY '£RT. CDNTROl DATA} ELEVAl'ON 68.479 DAT/Jt.l: N.G.V.0. OF 1929 ,,tfil: DELTA BEARING RADIUS LENGTH REMARKS ' N2916'25T 26.25' /8" RCP ~ !J50 D • • USE WA TER-TICHT JOINTS o' 10· 40' 20 SCALE: 1" = 40' NOTE!! ELECTRONIC DA TA fllES ARE FOR REFERENCE ONl Y ANO AR£ NOT TO BE USED FOR HORIZONTAL OR 'tf:RTICAL SUR'tf:Y CONTROL ( SEE SHEET 12 FOR STREET IMPRO~ENT.S'] 1----1-----+-----------+---+--+---------i------t I s1~5EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARI Ml:NT 15 ~s~m==n=,=/JNA'..-==IN:::::::::l'CANS==:::::::::f'Oft===CA=lA=~===HILLS====11==1'1llA==G£~:;::r::;:: ==: t----+---+---------------------+------t----+-----+-----t -----+----t t...--...---:.:.t-==---t-7'=;;;-==,.-==-;:c===;;--;===-;;----t------1r-----1---r-~ -ll-22-04 l?lM /1\ *115-BUILT". Ne.IV cN4INEEK OF WtJlf'K ~- DATE INITIJl.l DATE INITIAL DATE IN1TIAL FNGINFFR OF WORK REVISION DESCRIPTION OTHER APPROVAL C-TY APPROVAL BASIN RO. if' CRATER RIM RO. Cl/A T£li lilll /ID. AND CIR. -11£-SAC APP,OVED 4 I •;y U<&-7 •~ ~ LLOYD B HUBBS /•/__':",_., PE 2388 EXPIRFlll",2-31-05 CITY ENGINEER it,; [)WN BV: -~~ CHKD BY: ,:;vP RVW) BY: "/ . - PROJFC: NO. C.T. Of 06 DRAWINC NO 405 4 .... u, a .... u, C :E G) ,,., 0 CJ1 ~