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Home My WebLink AboutDWG 422-4; CT 02-28; LA COSTA CONDOMINIUMS; 01-09\ KEY MAP LEGEND PROPOSED EXISTING 80/JNOARY ................... ---- WATER 1,/A/N. .. .. .. .. .. .. .. .. . . --W-- - - FIRE HYDRANT ASSY... .. .. .. .. . .... GATE VALVE ................... _ -1t-_ _ _ _ _-..--__ _ STREET LIGHT. .. .. .. .. .. .. .. .. . ---0 -J} SEWER MAIN.................. -----S------s----- SEWER ACCESS HOl£ ............ · ----0--- SEWER CLEAN OUT ................ -5-----0 O'fYNER/DEVELOPER: CALSO, llC 2683 COSTEBELLE OR/VE LA JOl./,A, CA 92037 (858) ?53-4515 LEGAL J)ESCRIPTION: ---0-- LOT 185 OF LA COSTA SOUTlf UNIT I, IN 1/fE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP 1/fEREOF NO. 6117, FILED IN 1/fE OFFICE OF 1/fE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 3, 1968. CARLSBA D LA C TRA CT No. 02-28 TA CONDOMINIUMS -,YORK TO BE ])ONE 1/fE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE 'MTlf 1/fE FOI.LO'MNG DOCUMENTS, CURRENT AT 1/fE TIME OF CONSTRUCTION, AS DIRECTED BY 1/fE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS. J. 1/f/S SET OF PLANS. ~=--=--=--:_=-::_--+.,~.::.::::::: ..., I, // KEY MAP ~ ____,oliii· ·~=-• !!:'!"""~6oiiiiii' iiiiiiiiiiiiiiiiiiii~ r, 30 120' SCALE 1• = 60' LEt/{ADfA WASl!#AT£!? /J/ST/f/C T Pllb'LIC SEWE;f srs?ZM fi5' Bt//LT"APl"li'0//,4l AP?/i'OVE£J BY: LWO iJISTrflCT E#7/A/EE.,f' 26st'I l?C.E </fl9/t3 OECLABATION OF RESPONSIBLE CHARGE I HEREBY DECLARE 1/fA T I AM 1/fE ENGINEER OF WORK FOR THIS PRo.ECT. 1/fA T I HA 1£ EXERCISED RESPONSIBLE CHARGE OVER 1/fE DESIGN ON 1/fE PROJECT AS DffiNED IN SECTION 6703 OF 1/fE 8/JSINESS AND PROFESSIONS C(}{)E, AND 1/fAT 1/fE DESIGN IS CONSISTENT 'MTlf CURRENT STANDARDS. I UNDERSTAND 1/fAT 1/fE CHECK OF PROJECT ORA-11!/NGS AND SPECIF/CATIONS BY 1/fE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF HORI(, OF MY RESPONSIBILITIES FOR PRo.ECT DESIGN. ,OA-TC SCALE: 1 " = 60' Call TOIi Free 1-800-227-2600 2 Working Days Before You Dig OZIAY CONSULTANTS, INC. SHEET INOEX 2710 LOKER A~ WEST. STE. 100 CARLSBAD, CALIFORNIA V08 {76 /- R.C.E NO. SHEET NO. I 2 3, 4&-5 6,7&-8 9 DESCRIPTION TIT/.£ SHEET. .t KEY MAP NOTES. SECTIONS. .t DETAILS PRIVATE STREET IMPROVEMENTS PLIBL/C IMPROVEMENTS (SEWER .t WATER) LA COSTA A 1£ IMPR01£MENTS ' • CITY OF OCEA NSIDE HIGHWAY 78 CITY OF ENC INITAS VICINITY REFERENCE OBA 1YINGS I. GRADING PLAN FOR LA COSTA CONOOl,//NIUMS NO SCALE 422-4A 2. GRADING PLANS FOR BAN/CH SI.OPE REPAIR 422-48 J. 168-10 4. 0-7353 BASIS OF B.EABINGS: MAP OF MARCOS SITE 1/fE BASIS OF BEARINGS FOR 1/f/S SURVEY IS 1/fE CALIFORNIA COORDINATE S'/Sll).( - 1983, ZONE 11, 1991.35 EPOCH, NORTlf AMERICAN DAT/JM OF 1983 (NAD83}, GRID BEARINGS BEl'ttEEN STATION 20 AND STATION 23 AS SAID COORDINATES ARE PUBl/SHEO IN 1/fE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURl£Y No, 17271, FILED IN 1/fE OFFICE OF 1/fE SAN DIEGO COUNTY RECORDER OF FEBRUARY 8, 2002. i.e. N81V5'33"W REFERENCED BEARINGS fRDI,/ 01/fER OOCIJMENTS/tJEEDS MA Y OR MAY NOT BE IN TERMS OF SAID S'ISTEM. 1/fE CD!.(B/NED SCALE FACTOR AT STATION 20 IS a99996377a GRID DISTANCE= GROUND DISTANCE x COMBINED SCALE FACTOR SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOIIN ON 1/fESE PLANS WAS GENERA!TD BY AERIAL SURl£Y IN OCTOBER 11, 2005 BY SAN-LO AERIAL SURl£YS, TOPOGRAPHY SHOIIN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS PROJECT LOCATION 1/f/S PRo.ECT IS LOCA !TD 'MTlf/N ASSESSORS PARCEL NO. 216-160-2700 WDID#: 9 37C330794 . LEUCADIA WASTEWATER DISTRICT 4. PLANNING CD!.(M/SS/ON RESOLUTION NO. '.5' 5554, 5555, 5558, 5557 ANO 5558, DA TED FEBRUARY 4, 2004. i ~zq~ _, t,Vfl PM:!> z./.,/at 5. CITY COUNCIL RESOLUTION NO. 2004-096, DA TED APRIL 13, 2004. ' 6, 1/fE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") 1. SOILS REPORT TlllED: "UPDATE GEO TECHNICAL REPORT. PROPOSED LA COSTA CONOOl,//NIUMS" .t "RECD!.(MENDEO REMEDIAL GRADING ';R°ifEm:~s.oftci~~~ ~o/:J,7'U:,5;~t,~;~~:/~:Grr%N~Clj~'~~ ~f,./!~/%'/41,(~: g:E 2aor;:: i%%i.~o ~.fjN;;i:ffs. .. 9. CALIFORNIA COASTAL C(}l.(1.(/SS/ON, N/A, 10. LEUCADIA WASTEWATER DISTRICT STANDARD ORA'MNGS AND SPECIFICATIONS. 11, STORMWATER MANAGEMENT PLAN, DA TED APRIL 16, 2008, SIWP / 08-08 12. STOfll,( WATER POLLUTION PREVENTION PLAN PREPARED BY OZIA Y CONSULTANTS, DA !TD: OCTOBER I, 2001. 11. STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK BY CASQA ANO 1/fE LDW IMPACT DEVELOPMENT HANDBOOK. LEGENJ) DESCRIPTION SDRSD DWG. NO. SY~BOL QUANTITY PAVEMENT (4" AC/6" AG), ..... , .... , .. , ...... , .................. , .. , .... , .... , ............................ , ......... , 34,000 SF I •.• ·] P,C.C. PAVEMENT-, ............................................. GS-20*'. .. .. .. .. .. .. .. . WA~~~~~~- SECTION TO BE DETERMINED Fll(}I,( R VALUE TESTS BY 1/fE SOILS ENGINEER P.C.C. 6" CURB .t GUTTER ................................... G-2 .................... ====== P.C.C. ROLLED CURB .t GUTTER, TYPE A ...................... G-4 .................... ======= P.C.C. ROLLED CURB, NO GUTTER ............................. DETAIL, SHT 2. .......... ======= P.C.C. MEO/AN CURB , ......................................... GS-18*' ................ ------- P.C,C. 5' SIDEWALK (4") (PUBLIC} ........................... G-7 .................... '.; ·;; • ,;-: •.' ::::::::======: P. C.C. 4' SIDEWALK (4 ") {PRIVATE} .......................... G-7 .. .. .. .. . .. .. .. .. . . . =" ·=·:::::: ;=, ==" •=· •=· ;=, =: 3' RIBBON GUTTER ........................................... DETAIL. SHT. 2.. .. .. .. .. . " · -• · · '" ., · · " RETAINING WALL ............................................... PER GRADING PLANS. .. . . - (PER SEPARATE PERMIT) SOUND WALL ............................................... PER GRADING PLANS. .... ======= {PER SEPARATE PERMIT} TRENCH RESURFACING ........................................ G -24" ................ 12221/ffio/A TYPE A ~ PED. RAMP ................................................... G-27 . .. .. .. .. .. .. .. .. . tf1' ',fSITOR PARKING SPACES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . w ~ A P.C.C. CROSS GUTTER ................................... GS-9" ................. c/1 • ~ 1,090 SF " 210 LF 2,420 LF 305 LF 152 LF 4,160 SF 4,775 SF 410 SF 125 lF 3 EA 22EA 545 SF P. C. C. DRIVEWAY ENTRANCE. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. GS-20" .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . 1044 SF TYPE II' CURB OUTLET ....................................... D-25 ................ . DOUBLE STREET SIGN (STOP SIGN .t STREET NAIIE} ...... MUTCO RI-/ ,t OSN ........ . 01 -t STREET SIGN {TRAFFIC flOW ARROW} .................... MUTCD R4-7 .t D!.(/-3. .. .. . ...,,.- STREET SIGN (STOP SIGN) ........................ MUTCO RI-/............ ...,,.- STREET LIGHT (PUBLIC) ........................................ E-1 .. .. .. .. .. .. .. .. .. . ---0 STREET LIGHT {PRIVATE} ....................................... DETAIL, SHT 2... .... .. . . ---0 P.V.C. WATER 1,/A/N {CLASS 200) ............................... W-2" ................. ----W--- GATE VALVE .t VALVE BOX ASSEMBLY. ........................ W-16" ................. ---<>---- END CAP ASSEMBLY .......................................... W-15" ............... ----W---3 RELOCATE EXIST. FIRE HYDRANT . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . [:::;;::] "T" FIRE HYDRANT ASSEMBLY ..................................... W-12*'.t M-19 ........ ___ -w-.!P.- 1• WATER SERVICE. ........................................... W-3" .................. f----------@ 1/fRUST BLOCK ................................................. W-15, 16 .t 19*'...... ~ 2• IRRIGATION SERVICE ........................................ W-4" .................. f---------@ DOUBLE CHECK DETECTOR ASSEMBLY (OCOA) .................. W-22"...... ........... ~o-o~ 2• AIR-VAC VAL~ ASSEMBLY ................................. W-1".. ........ ...... .. ••---• I• !.(AN/JAL AIR RELEASE VAL VE ............ _ .. .. .. .. .. .. .. .. .. W-6". .. .. .. .. .. • .. .. .. ■ 2• BLOWOFF ASSEMBLY ...................................... W-6"................. . • WATER 1,/A/N TEE. .................................................................... ' .. • T • -II' - SEWER MAIN (SOR JS) ..................................... (SIIXS12}'. .. .. .. .. .. . . S SEWER ACCESS HOLE ....................................... {S3}{S4)• .............. ----0--- SEWER CLEANOUT (PRIVATE) ............................... (SB)•................... -------<> SEWER LATERAL ............................................. (Sil}!.................. f----------@ • LEUCADIA WASIEWATER DISlR/CT STANDARD DRAWINGS " CITY OF CARLSBAD STAN/JARD DRAWINGS 2EA 2 EA 2EA I EA 2EA 5EA 1,490 lF 12 EA I EA I EA 5 EA 59 EA 15 EA 2 EA 6 EA I EA 3 EA 4 EA 2 EA ~ 3 EA 26 EA ~---------------,----------------, C~~TS 271 0 Loker Avenue West Suite 100 Corlsbod, California 92008 760-931-7700 Fo)c 760-931-8680 Civil Engineering Planning Processing Surveying CITY OF CARLSBAD FIRE DEPARTMENT DESIGNED BY: ~T-=D-=L __ DATE: APRIL 2008 DRAWN BY: J.D.D. SCALE: ~ SHOWN PROJECT MGR.· J.P.S. JOB NO.: 98-1027 EN~IN~F WOR~: ·-...._ ~t', c; -~ _, ,DATE~•2') .@> JOHN P. STROHMl!G RCE: 55187 "AS BUil T" PUBLIC SEWER SYSTEM APPROVAL REQUIREMENTS APPROVED BY: LWD DIS1RICT ENGINEER NO. OF F.H.(S)--5..._F.FLOW 3,000 G.P.M. OUT OF ~.H.(S). ty-:!11,i'Of:? DATE fl., I BLDG1 SPRINKLED ...NQ__ .•• F.FLOW 3,000 G.P.M. 1.~ ,{!fZi~~c.E. 26514 :{;,~M. ,""c~A,-:R-L.,,.s,,..BA-,--:-p --,M....,u....,N....,,:.,1c7,:-1,,-P....,AL~w....,A,-:T~E,,..R....,o'."'.'1-:-:~~R'."'.'1c,:-T~---t _ -t_--:f _ 1 /"-!-t(!JD'k N IS'IRICT ENGINEER EXP. 3/31/10 J-' (, "fl-7 / lo/os. Fll.lE MAR"'''" \ DATE ' ' L.:::~~s~;;;~;;;;:;;;;;;;:;;~;;;;~~:::-::-..C..-, , , d,odJ DAVID A. HAUSER DATE NOTE !! 1 DEP UTY CITY ENGINEER R.C.E. 33081 EXP . 6/30/ta INSPECTOR DATE ELECTRONIC DA TA RLES AR£ FOR REFERENCE ONL Y AND ARE NOT TO BE USED FOR HORIZONTAL OR ',€RT/CAL SURl,€Y CONTROL BENCHMARK: DESCRIPTION: LOCATION: RECORD FR OM: ELEVATION: STANDARD M-10 STREET CENTERLINE WEil MONUMENT CENTERLINE OF El CAMINO REAL AT ENGINEER'.5' STATION 454+92 PER R.S 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VER T. CONTROL DATA) 68.479 OAT/JM: N.G. V.O. OF 1929 ~ CITY OF CARLSBAD I SHEgETS I t---~t----+-~--------------t-----t---+---+----+ L_!_J ENGINEERING DEPARTMENT t--~-t----+~---------------1-----t---+--~+-~--t 1----+--+-----------------1---+---+---+----t PI/BiJC IJIPROVEJIENT PL.ANS FOR LA COSTA CONDOJIINIUJIS: .;::. /'f·I/ ,w5 2/09/11 .£> 12/01/10 \'t'> DATE INITIAL ENGINEER DF WORK ~ LWD APPR.ovAL I.I.POAT£ ']z; LWO SEWER REVISIONS, SHTS 7 & 15 11 PARKING, COR8, S/W REVISIONS. SHTS 4 & 5 REVISION DESCRIPTION G: \981 G27\9827I C1.dwr; N'ay 23, 2008 I 0: 29um ?/tr J,, ....rcJ> 2/'f/ // l,llv DATE INITIAL OTHER APPROVAL Zh'Z/1\ 1-:vP ., I ; ~ DATE INITIAL CITY APPROVAL TITLE SHEET KEY MAP ANO l£G£NO APP ROVED: DAVI~? ½'o/o9 DEPUTY CITY ENGINEE R PE 33081 EXP . 06/~0jlo , DATE DWN BY: ---,;c-;-:::~ CHKD BY: r~.s~ RVWD 6Y: ,-:,>/ V PROJECT NO . C.T. 02-28 DRAWING NO. 422-4 h;:fs : ~J 827 , 98277STFI': 982771.JTL: ·j 827CGRD; 9827 cs tr; 9827b-nap: 9827tp02; 9827cU TL; 9!3?7csite 10 1608 03021 1 502 13 GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IM'ROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD Ml/NICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL , CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT Rl.'l/EVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONS/8/l I TY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOVEREO OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SVBMITTEO TO THE CITY ENGINEER FOR APPROVAL. 4 . A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will BE REQUIRED FOR ANY WORK I N THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE Ml/ST BE FILED NAMING THE CITY OF CARLSBAD AS 4N AOOITIONAL INSURED ON THE PERMIT TEE'S POLICY IN THE MINJMIJM AMOUNT OF $1 ,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY Ml/ST HAVE A RATING OF "A" ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GU/OE. 5. NO WORK SHALL BE C/J/,1,/ENCEO UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS M4Y BE REQUIRED IF THE PROPOSED IM'ROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IM'ROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CI TY ENG I NEER, NO TEO WI TH IN THE REVIS I ON Bl OCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO 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. /0. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SI TE AT ALL TIMES OUR/NG CONSTRUCTION. I!. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF, {Al S/M,11!,RY SHEET, {8/ LABORATORY MJRK SHEETS ANO {CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL /ED SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TOO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELO COMPACTION REPORT/SJ SHALL BE IANEOIATELY SUBMITTED TO THE Cl TY ENG I NEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRE CONSTRUCTION MFFTING SHAii BF HELD AT THE SITE PRIOR TO [HF BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE IKJRK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK {760/ {438-3891/ AT LEAST FIVE/ti/ MJRKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS Ml/ST BE AVAILABLE PRIOR TO SCHEOVL ING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCTION MEETING WILL BE MADE BY CALL ING THE ENGINEERING 24-HOVR INSPECTION REQUEST L /NE AT {760/ 438-3891. INSPECT/ON REQUESTS Ml/ST BE RECEIVED PRIOR TO 2,00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE MAOE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2,00 P.M. Will BE SCHEDULED FOR TOO FULL WORK DAYS LATER. 14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANOAROS, LA/15' ANO REGULATIONS . 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF OORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE FEET {ti'/ 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 S[ANOARDS ESTABL !SHED BY THE CONSTRUCTION SAFETY ORDERS. Tl TLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT Ml/ST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, QPERATIDNS WILL CFA~E IH,IEOIATELY ANO THE PERMIT TEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMIT TEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENG I NEER TO 00 SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, JNCLVOING WARMING VP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EOVIPMENT ANO ANY OTHER ASSOCIATED GRADING EOV/PMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7,00 A.M. ANO SUNSET EACH DAY, MONDAY THRV FRIDAY ANO NO EARTH MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. {A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CI TY ENG I NEER FOR APPROVAL TIIQ FULL IWRK{N!i DA rs PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL RQUTF OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. /9. NO BLASTING SHALL BE C/J/,1,/ENCEO WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER VT/l lTY FAC/l IT/ES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE OVE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21 . THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES {ABOVEGROUND ANO VNOERGROVNO/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED MJRK. "'· 32014 P-11/31/l'f ~.STRO~ t~5\ 22. THE CONTRACTOR SHALL NOTIFY AFFECTED VTIL I TY COMPANIES {SEE BELOW/ AT LEAST TOO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOG8E PACIFIC BELL TIME WARNER CI TY OF CARL SBAO {STREETS ANO STORM ORA IN I CITY OF CARLSBAD I SEWER, WATER 8 RECLA /MEO WATER I LEUCADIA WASTE WATER DISTRICT STREET NOTES 1-800-422-4l33 {800/660-7343 {800/892-0/23 17'60/ 707-1000 {760/434-2980 { 760/438-27'22 {760/753-0/55 I . ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALVE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL /ED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALVE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO TH£ ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMIJM OF TOO {2/ CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET L /GHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE "AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOVNOATIONS Will BE ALLOWED. All LI/MINAR/ES SHALL BE ·cur OFF" TYPE. 3 . ALL VNOERGROVNO VT/l lTIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4 . STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A M/N/MIJM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, VP TO ts· PVC MAY BE VT/l lZEO PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLEO WI TH 3/4" ROCK PER SORSO S-4 TYPE ·c• ANO PIPE MEETS ASTM STANOARO 3034 FOR SOR 35 SOL 10 WALL PIPE. 5. WHERE AN EXISTING PIPE l lNE IS TO BE ABANOONEO IT SHALL BE REMOVEO WITHIN TWENTY FEET OF BVILOING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE Will BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER, ANO/OR THE GEOTECHNICAL ENGINEER. ,, 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0. 3 OF THE CITY OF CARL SBAO LANO SCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SORS 01+19 M/9. 9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE 0/STVRBEO BY THIS WORK SHALL BE REESTABL /SHED, PERPETUATED, ANO OOC/JMENTEO PER THE PROFESSIONAL LANO SURVEYORS ACT. IO. TOO ( 2 I SETS OF SURVEY {CUT/ SHEETS SHALL BE PROV I OED TO THE CI TY ENGINEERING INSPECTOR. 'IYATEH NOTES I . WATER MA I II AND APPURTENANCES SHALL BE CONSTRUCTED 111 ACCORDANCE WI TH THE CARLSBAD MUNICIPAL WATER DISTRICT'S WATER SYSTEM DESIGN GUIDE , SPECIFICATIONS AND STANDARD DRAWINGS, MAY 2003 OR AS AMENDED . 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ANO PROV/OE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY OROERS. 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.O. OFFICE ANO MUST BE SIGNED ANO APPROVED BY THE CITY OF CARLSBAO'S DEPUTY CITY ENGINEER ANO THE VTIL I TY OPERATIONS' PVBL IC WORKS MANAGER. 4. A PRE CONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7} DAYS BEFORE CONSTRUCTION BEGINS . CONTACT THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT -TELEPHONE NO . (760} 438-3891. FOR SCHEDULING. SIGNING & STRIPING NOTES: I. TH£ CONTRACTOR IS RESPONS/81£ FOR INSTAllA TION OF All SIGNING ANO STRIP/NC. 2. All SIGNING, STRIPING ANO PA VE/JENT /JARKINGS SHALL CONFOR/J TO THE FEOERAL HICHWA Y AlJIIINISTRA T10N (FHWA} /JANVAL. ON UN/FOR/,/ TRAmc CONTROi. DEVICES (/JUTCO) 2003 EDITION AS ANENOEO er THE /JUTCO 2003 CALIFORNIA SIJPPI.EJIENT, THE CAL TRANS STANDARD SPEC/RCA TIONS (2002 OR LA TEST VERSION THEREOF). THESE PLANS ANO THE SPECIAL PROVISIONS. .1 All SIGNING ANO STRIPWC IS SIJMCT TO THE APPROVAL OF TH£ PIJBUC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTAL.LA TION. ,,, ANY OEVIA l/ON FRO/I THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO PIJBLIC WORKS DIRECTOR PRIOR TO ANY CHANCE IN THE RELO. 5. All STRIPING SHALL BE REflECTIVE PER CAL TRANS SPEC/RCA TIONS. STRIPING SHALL BE REPAIN1El) 00 MIKS AFTER INIT!Al PAINTING. 6. ALL SIGNACE SHALL BE REFLECTIVE PER CAL TRANS SPEC/RCA TIONS ANO SHALL USE ENCAPSIJLA 1El) LENS REflECTIVE SHEETING (HIGH INTENSITY OR EQIJAL). 7. PRIOR TO RNAL ACCEPTANCE OF STREET 1/JPROVE/JENTS, ALL STREET STRIPING ANO /,IARK/NGS llfTHIN A 5(J()' PERIMETER OF THE CONSTRIJCTION PRO.£CT llfll BE RESTORED TO A "LIKE NEW" CONDITlaY, IN A /JANNER /JEETINC THE APPROVAL. OF THE CITY INSPECTOR. 8. EXACT UXA T/ON OF STRIPING ANO STOP /JMIT "LINES SHALL BE APPROVED BY THE PIJBLIC WORKS DIRECTOR OR HIS REPRESENTA T/VE PRIOR TO INSTAUA TION. 9. CONTRACTOR SHALL R£/JOVE ALL CONFUCTINC PAINTED LINES, MARKINGS ANO PA VE/JENT LEGENDS BY GRIND/NC. DEBRIS Sf/Al{ BE PROMPTl y REAIOVED er THE CONTRACTOR. 10. All PA VE/JENT LECENOS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS. II. WIT LINES ANO CROSSWALKS SHALi BE RELO LOCA TEJJ. CROSSWALKS SHALL HA VE 10' INS/OE DIMENSION UNLESS OTHERllfSE SPEC/RED. 12. All CROSSWALKS, LIMIT LINES, STOP BARS, PA VE/JENT ARROWS ANO PA VE/JENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHER/lfSE SPEC/RED. 13. RRE H'/VRANT PAVEMENT MARKERS SHALL CONFORM TO THE MVTCO 2003 EDITION AS AAIENOEO BY THE 200J CALIFORNIA SIJPPLEAIENT ANO SAN DIEGO REGIONAL STANDARD ORAllfNG M-19. 14. All /JEDIAN NOSES ANO flARES SHALL BE PAIN1El) >'El.LOW. 15. All SIGNS SHALL BE STANOARO SIZE AS SHOWN IN THE MVTCO 200J EDITION AS AMENDED BY THE 2003 CALIFORNIA SIJPPLEAIENT /JNl£SS OTHERllfSE SPEC/RED. 16. SIGN POSTS SHALL BE $0/JARE PERFORA 1El) STER llJBINC llfTH BRt;4KAWA Y BASE PER SAN DIEGO REGIONAL. STANDARD ORA/lfNC M-45. 17. WHEN A SIGN IS ATTACHED TO A POI.£, IT SHALL BE MOI/NlEl) USING A STANDARD CITY OF CARLSBAO APPROVED MOUNTING BRACKET llfTH STRAPS. 18. EXISTING SIGNS R£/JOVED BY THE CONTRACTOR SHALL BE OEL/VEREO BY THE CONTRACTOR TO THE CITY OF CARLSBAD PIJBLIC WORKS YARD AT W5 OAK A VENUE 19. All SIGNS SHOWN ON THESE P{ANS SHALL BE NEW SIGNS PROV/0£0 ANO INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPEC/RCAll Y SHOWN AS EXISTING TO BE RELOCA 1El) OR TO R£/JAIN. 20. (IF NECESSARY} 'IIHERE R,t-7 SIGN ANO 0/J!-J 08.ECT MARKER ARE TO BE INSTA1.1.£1) IN A 2-FOOT IHOE MEO/AN NOSE, THE R,,-7 SIGN SHALL BE 18"x2,,. ANO THE OMl-3 OBJECT MARKER SHALL BE 12"xl2: T ..., ~ o; .I l.MIP POST SPEC(ACA 7/0NS: smE: SARA TOGA HBCHT.· 12'-9.75':i UCHT CENTER: 14'-,t.5":i BASE: 16":I: OCTAGONAL MATER/Al· I PIECE, HEAVE WALL CAST /Ra¥, PER A. S. T.M. A -18-83 aASS JO RN/SH: IRON OX/OE RED -PRIME PAINT Aca:s:5' DOOR: LOCA 1El) IN BASE ANCHOR 80/.TS: (4) 0.75" x 2,,• + J' HOOK (f7Jll Y GAL VAN/ZED) 80/. T PROJECTION.· 3• REQIJIRED ABOVE R)(JNOA TION BO/. T C/Rct£: 9":i DIAMETER LU/tflNAIRE SPEC/RCA 7/0NS: Sm£: SARA TOGA HBCHT: JB":i: IHOTH: 19":I: MATERIAL: CAST IRON IHTH STER ROOS GI_OBE/PANELS.· aEAR OR FR0S1El) ACRYUC CYLINDER WHITE POL YCARBONA TE CANOPY RN/SH: RN/SH PAINT WATTACE/1..AMPINC: MERC/JRY VAPOR (100 OR 175 WATT) HIGH PRESSURE SODIUM (70, 100, OR 150 WA rt) METAL HALIDE (175 WA rt} INCANDESCENT DISTRIBUTION.· SYMMETRIC ASYMMETRIC l-0'. TA/E 120, 208, 240, 277 OR 4lJO OPTIONS.· METAL CANOPY A VAll.ABiE l~ NOTES: I. SEE ELECTRICAi ORA llfNGS FOR LUM/NA/RE SPEC/RCA TIONS 2. USE MANUFACTURES RECOMMENDATIONS FOR POl£ BASE/FOOTING OETA/1 P.RIYATE STREET LIGB1' DETAIL ~•901.f --t--t--16":I: (OCT.) ~ c1t?Cif ANCHOR BOl T DETAIL 84' ROW 10' J2' 5.5' NOT TV SCAJ.E J2' TYPE E-1 STREET LICHT 22,000 LV 10· 5.5' 1.5 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE 110. (760} 438-3891 . 2% i;}; >---i:::::=:;::ri EXIST. A.C. PAVE/JEN~T _ 2X_ _.zr _ 2X 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER L /NE EASEMENT, ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COM,/ENCEMENT OF WORK -ANY EXCEPT/ ONS SHALL REQV I RE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD OEPVTY ENGINEER. 7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER Will CONSIDER AN Al TERNATIVE FORM OF PROTECTION. 8 . THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO BU/LO/NG SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE M4RSHAL . 9. ALL RECLA/MEO WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAO RECLAMATION RULES ANO REGULATIONS FOR THE CONSTRUCTION OF RECLA/MEO WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER /993 OR AS AMENDED. 1-' EXIST. SIDEWALK EXIST. CURB .t ClJTTER ----------- EXIST. LA COSTA A VE. NO SCAJ.E JI' ~ I .!d..J 12· ,2· 1------'=-----11------'-''------i 2' 5' PCC SIDEWALK PER C-7 PRIVATE STREET 1/GHT 9,5 LV 10. All POTABLE WATER SERVICES ANO RECYCLED WATER SERVICES SI/All BE I" ANO All POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS/ II. ALL WATER METER BOXES SHALL BE 11•x3o•x12· POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL . 12. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL BE 10 FEET · 13. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 14. CONSTRUCTION OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR SEPARATION OF WATER MAINS ANO SANITARY SEWERS" PVBL !SHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. TYPE 'G-4' ROI.,(£[}_.,, CURB .t ClJTTER 4• AC PAVEMENT Orel!'--._ APPROVED BASE VARIES .!fQK;_ RRE LANE ANO EAIERCENCY Aca:s:s-EASEIIENT IS FRO/I FACE OF CURB TO FACE OF CURB. SIT/0 DEL MAR & CORTE AZUL PR/VA TE OHIICS NO SCAJ.E DESIGNED BY: T.D.L DATE: APRIL 2008 "AS-BUILT " BENCHMARK: DRAWN BY: J.D.D. SCALE: 1'S SHOWN PROJECT MGR.· J.P.S JOB NO.: 98-1027 b-_,.,, 1----------------1 P.E. 3t.ot'( DESCRIPTION: STANOARO M-10 STREET CENTERUNE ml IIONVMENT No. C55187 EXP, 6/30/ ,Oo Cl VI\. 2710 Loker Avenue West Suite 100 Carl9bad, California 92008 760-931-7700 Fax: 760-931 -8680 Ci¥il Engineering Planning Processing Surveying LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION "54+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) DATE SE'IYEH NOTES {L,rJJ) I. l llO APPROVAL. OF THESE PLANS DOES NOT RELIEVE THE APPi/CANT, PR/VA TE ENGINEER OF WORK, OR CONTRACTOR FRO/I RESPONSIBILITY FOR THE CORRECT/ON OF ERRORS ANO OMISSIONS DISCOVERED OUR/NC OR AFTER CONSTRIJCTION. 2. ALL DESIGN, MATERIALS, ANO CONSTRIJCTION IIORK SHALL CONFORM TO THE LE/JCAOIA WASTEWATER DISTRICT llltJ SEWER STANDARDS ANO TO THE REQIJIREAIENTS OF THE STANOARO SPEC/RCA TIONS FOR PIJBL/C H!ll'KS CONSTRUCTION (GREENBOOK} ANO TH£ REC/IJNAL. STANDARD ORAllfNCS, IIOST CURRENT EDITIONS. IN THE E~T OF CONFUCT THE llltJ SEWER STANDARDS GOVERN. .1 OSHA SAFETY ORDERS ANO OSHA CONFlNEJ) SPACE ENTRY REQIJ/REAIENTS SHALL BE FOllOllf:J) AT ALL TIMES IHTHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HA VE A COPY OF THE SEl+FR NOTES 2. .t .1 DOCUMENTS ON THE JOBS/TE AT ALL TIMES. 5. THE CONTRACTOR SHALL GIJARANTEE ALL WORK FOR A PERIOD OF ONE lf'AR AFTER THE DATE OF RNAL. ACCEPTANCE BY llltJ ANO SHALL REPAIR OR REPLACE ANY WORK THAT /,IA Y PROVE DEFECTIVE IN WORKMANSHIP ANO/OR .IIA TERIALS IHTHIN THE ONE lf'AR PERIOD llfTHOUT EXPENSE WHA TSO£V£R TO L IIO. 6. QIJANTITIES SHOWN HEREON ARE FOR BONO ESTIMATE PURPOSES ONLY. NBTHER THE PR/VA TE ENGINEER NOT LIIO ClJARANTEE THE ACCURACY OR COMPLETENESS OF THE SEIIER QIJANTITIES. 7. PRIOR TO CONSTRIJCTION, THE CONTRACTOR SHALL SIJBMIT SHOP ORAllfNGS REPRESENTING ALL MATERIALS ANO SI/PPL/ES SATISFACTORY TO llltJ. WORK SHALL NOT CO/JMENCE UNTIL SI/CH MATERIALS ARE APPROVED BY lllfJ. 8. PRIOR TO BEGINNING SEIIER WORK, THE lllfJ INSPECTOR SHALL BE flJRNISHED THREE SETS OF CUT SHEETS ANO SHALL COMPLY llfTH LllfJ STANDARD SPEC SIJRVEY REQ/1/REAIENTS. 9. PRIOR TO BEGINNING SEIIER WORK, CONTRACTOR SHALL SECURE A llltJ PERMIT FOR CONSTRUCT/ON ANO SHALL PROVIDE A MINIMUM OF -18 HOURS NOTICE TO lllfJ PRIOR TO CONSTRIJCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL P£RM/TS HA VE BEEN OBTAINEO FROM THE .AJRISOICTIONAL CITY, COUNTY, ANO/OR OTHER APPROPRIATE AGENCIES. II. CONTRACTOR SHALL CONFOR.11 TO LABOR CODE SECTION 6705 BY SIJBMlmNG A OETA/1 PLAN TO THE DISTRICT ENGINEER SHOIHNG THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF H!ll'KERS FRO/I THE HAZARD OF CA 'I/NG GROUND DURING TRENCH EXCAVATION ANO PIP£ /NSTALLA TION THEREIN. THIS PLAN IIUST BE PREPARED FOR ALL TRENCHES RV£ FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEAI STANDARDS ESTABLISHED er THE CONSTRIJCTION SAFETY ORDERS, TITLE ll CA{IFORNIA AOMINISTRA TIVE CODE, THE PLAN SI/All BE PREPARED er A REC/STEREO ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SIJBMITTEO TO THE l llO INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEW£R FAC/UTIES SHALL BE INSTALLED IN ORY EXCAVATIONS ANO TRENCHES. CONTRACTOR SHALL OEWA TER ANO MAINTAIN OEWA TERING CONTINUOUS/. Y UNTIL THE H!ll'K IS COMPLETED INCLUDING PLACEMENT ANO COMPACTION OF BACKRLL MATERIALS IN A ORY STA TE. ALL PIP£ ZONE MATER/Al LOCA 1El) IN l+ET OR AREAS SUSPEC1El) TO BE M:T IN THE flJTURE SHALL BE ENCASED IN CEOTEXTl{E MATER/Al. SIi/TAB/£ CEO TEXTILE MATER/Al SHALL BE SIJBMITTEO TO THE DISTRICT ENGINEER FOR REVIEW ANO APPROVAL. CONTRACTOR SHALL OBTAIN OEWA TERINC PERMITS AS NECESSARY ANO RETURN OF GROIINOWA TER TO THE SEIIER SHALL NOT BE AllOl+EO. 13. THE EXISTENCE ANO {OCA l/ON OF VNOERGROUNO VT/Lil/ES SHOWN ON THESE PLANS WAS OB7i'.INED er AVAILABLE RECORDS SEARCH BY THE PR/VA TE ENGINEER. TO THE BEST OF THE PR/VA TE ENGINEER'S KNOllffJJCE, THERE ARE NO EXISTING VTIUTIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLEO TO THE POSS/Bl£ EXISTENCE OF OTHER UTILITIES OR STRIJCTURES NOT SHOWN, OR IN A DIFFERENT LOCA T/ON FRO/J THAT SHOIIIV ON TH£ PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE VT/Lil/ES SHOWN ON THE PLANS ANO OTHER EXISTING FAC/UTIES OR STRIJCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LllfJ DOES NOT CONST/7VTE A REPRESENTATION OF THE ACC/JRACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY VNOERGROIJNO Vll/JTY, PIPE, OR STRUC7VRE IHTHIN THE LIMITS OF THIS PROECT. 15. CONTRACTOR SHALL NOTIFY VNOERGROIJNO SERVICE ALERT (800) ,,22-,,1.JJ. AS REQIJIREO BY STATE LAW. All UTILITY CROSSINGS SHALL BE POTHO/.ED PRIOR TO TRENCH/NC. 16. CONTRACTOR IS RESPONS/81£ FOR COMPLYING llfTH ALL {OCAl, STA TE. ANO FEDERAL SAFETY REGIJLA TIONS INCL/JO/NC, 8/JT NOT l/M/1El) TO, TRENCH SAFETY ANO CONRNEO SPACE ENTRY. 17. SOILS REPORTS SHALL BE SIJBMITTEO TO LIIO BY A QIJALIRED SOILS ENGINEER WHICH CERTIRES THAT TRENCH BACKRll WAS COMPAC1El) AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE llfTH ON SITE EARTHWORK SPEC/RCA TIONS ANO THE LIIO STANOARO SPEC. 18. SEW£R ELEVATIONS SHOWN ARE INVERT ELEVATION (i.E), INS/OE BOTTOM OF PIP£ SEIIER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO ORA/lfNGS SHALL BE APPROVED BY THE LWO 0/STRICT ENGINEER IN llfr/TINC PRIOR TO CONSTRUCTION. 20. CONTRACTOR IS RESPONS/81£ FOR KEEPING COMPLETE RECORO OF CHANCES ANO SHALL MAKE SI/CH RECORD A VA/lABI.E TO THE PR/VA TE ENGINEER. THE PR/VA TE ENGINEER SHALL PROV/OE AS-BUILT ORAllfNCS TO LWO FOR REVIEW ANO APPROVAi PRIOR TO RNAL ACCEPTANCE OF THE PROECT. 21. LENGTH OF OPEN TRENCH SHALL BE l/MllEl) TO J50 FEET, /Na/JO/NC CO/.LECTORS ANO LATERALS, UNLESS OTHERIHSE APPROVED IN llfr/T!NG BY THE DISTRICT. TRENCH SHALL BE BACKRLLED OR PLA 1El) AT THE CONCLUSION OF EACH DAY OF IKJRK. 22. THE CONTRACTOR SHALL PROTECT ALL SIJRVEY MONVMENTA TION. IF ANY SIJRVEY MON/JMENTS ARE DISTURBED OR OESTRO'/'EO, THE CONTRACTOR SHALL RETAIN A LICENSED SIJRVEYOR TO RE-ESTAB/.ISH ANO RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMIJI.I OF 12 INCHES VERTICAi CLEARANCE SHALL BE PROV/OED BETWEEN THE SEIIER PIP£ ANO ANY OTHER VT/LIT/ES. 2,,, SEPARATION OF SEWER/ WATER ANO SEl+ER / RECLA/MEO WATER SHALL COMPLY IHTH {llfJ STD 0/lf, S-2 ANO IHTH ALL COUNTY ANO STA TE HEAL TH DEPT REGiJI.A TIONS 25. CONNECTIONS TO EXISTING SEllfl/ PIPE OR MANHOLES SHALL ON{ Y BE OONE IN THE DIRECT PRESENCE OF THE lllfJ INSPECTOR. NEW SEIIER SHALL NOT BE CONNEC1El) OR AllOllf:J) TO FlOW TO EXISTING SEIIER UNTIi AFTER RNAL ACCEPTANCE OF All VPSlREAM WORK BY THE LWO INSPECTOR, OR AS APPROVEO BY DISTRICT ENGINEER. 26. All SERVICE LATERA{S SHALL BE {0CA1El) AT RIGHT ANGLES TO THE SEIIER IIAIN UNLESS OTHERllfSE SHOWN AS APPROVED BY LWO ON THE PLANS. 27. A 2-INCH HIGH 'S'SHAll BE INSCR/8£0 ON THE CURB FACE AT EACH LATERAL LOCA T/ON BY THE CONTRACTOR. 28. A 10 GAGE SH/ElOEJ) COPPER IHRE SHALL BE BURIED OVER EACH LA TERAl THE llfRE SHALL EXTEN!} VP TO A 2• COPPER TAC TIED ANO SOI.DERED TO THE llfR£ THE TAG OVER THE SEWER MAIN SHALL TERM/NA TE 6' ABOVE PA 'I/NC SVBGRAOE llfTH RNAL LOCATION J/JST BELOW PA 'I/NC. THE TAG OVER THE CUSTOMER ENO OF THE LATERAL SHALL EXTENO ABOVE GRADE UNTIL CONNEC1El) ANO SHALL THEREAFTER BE 8/JRIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANOlEO ANO INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, ANO COA TINC. THE PIPE SHALL BE CAREflJLL Y 8£l){)E[) TO PROV/OE CONTINUOUS BEARING ANO PREVENT UNEVEN SETTWIENT. PIPE SHALL BE PROTEC1El) AGAINST FLOTATION AT All TIMES. OPEN ENOS OF PIPE SHALL BE SEAlEO AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. INITIAL DATE INITIAL INSPECTOR DATE ELEVATION: 68. 479 DA TUM.· N. C. V.O. OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL SE'IYEH NOTES {L'IYlJ) -CONJ'. JO. PIPE JOINTS SHALL NOT BE OEFl.£C1El) UNLESS SO DESIGNED ANO SHALL THEN BE l/M/1El) TO LESS THAN IJNE-HA{F OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. JI. SEW£R PIPE ZONE ANO TRENCH BACKF!ll SHALL BE PER THE L WO SEIIER STANOAROS. WA TER,.ETT/NC SHALL NOT BE Al.LOllf:J). 32. All LATERALS SHALL BE CONSTRIJC1El) Cl.EAR OF OR/VEWA r.s: JJ. JOB 11/XING OF CONCRETE IS NOT ALLOl'EO llfTHOUT EXCEPTION. CONCRETE TESTING er lllfJ IHll BE AT CONTRACTOR EXPENSE. J4. MANHOLE BASES SHALL BE MONOUTHICAll Y P{ACED, RN/SHEi}, ANO COl,(Pl£TEO AT TIME OF PLACEAIENT. CPI( PROO/JCTS, INC., OR APPROVED EQIJAl, MANHO/.E ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOl+EO FOR -18 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE llfTH 8' SEIIERS llfTH DISTRICT ENGINEER APPROVAL. J5. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, ANO RING SHALL HA VE A 2· er 2· 8/Jm RUBBER CASKET PLACED llfTHIN THE flJLL C/RC/JMFERENCE. GASKET SHALL BE CPS-210 er PRESS-SEAL CASKET CORP., OR APPROVED EQIJAL. J6. Al.{ MANHOLES SHALL BE VACVIJI.I TES1El) I) BEFORE BACKflll, 2) AFTER BACKRLl, ANO J) SIJBSEQIJENT TO ANY SIJSP£C1El) MOVEMENT OR DAMAGE AFTER BACKRLL. 37. ALL SE'MRS ANO LATERALS SHALL BE WA Yf(E BALLED, LOW PRESS/IRE AIR TES1El), ANO TElEV/SEO AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR RNAL ACCEPTANCE BY lllfJ. AIR TEST SHALL BE OONE AFTER CONSTRIJCT/ON OF All OTHER UTILITIES ANO VTIUTY LATERALS. 38. ALL SEIIERS ANO LA TERA{S SHALL BE IN PLACE ANO SHALL HA VE RNA{ APPROVAL. BY THE LWO INSPECTOR PRIOR TO PA 'I/NC. J9. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIA/JETER PER LllfJ STANDARD ORA/lfNG S-3. /JANHOLES SI/All BE 5-FEET DIAMETER FOR PIPE 18-INCHES ANO LARGER PER LWO STANDARD ORAllfNC S-,t, W. All MANHOLES SHALL BE LINED IHTH INTEGRALLY LOCKING P~ (T-LOCK) OR A POL '/URETHANE PROTECTIVE LINING SYSTEAI PER SECTION 500-2 OF THE GREENBOOK. a. All NEW AIH'S b. All EXISTING MH'S llfTH NEW CIJNSTRIJCTION c. ALL EXISTING LINED MH'S THAT REQIJIRE NEW CONCRETE RISER RINGS -#/. MAXIIIUI.I DEPTH REQIJIRED OF SEl+ER FOR S/JRJ5 P~ PIP£ IS 15'. C900 PIPE IS REQ/JIRED FOR DEPTH OF COVER OVER 15'. 42. RNA{ APPROVAL. OF THESE PLANS BY DISTRICT ENGINEER IS VAL/0 FOR A PER/00 OF TIME NOT TO EXCEED ONE lf'AR FRO/I APPROVAL OATE TO START OF CONSTRIJCTION. IF THE ONE lf'AR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE OMI.OPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENC/NEFR FOR AN UPOA 1El) REVIEW ANO APPROVAL ANY CHANCES REQIJIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE ANO APPROVED er THE {Hf} DISTRICT ENGINEER PRIOR TO THE START OF CONSTRIJCT/ON. 1/2' R • "' I 2'-6'R 11/16' l+EAK£NEO PLANE JOINT ROLLED CURB AND GUTTER 1/2' R • "' I NO SCAJ.E ~ ,. -5• :::s ..,_ ___ -'---'-----121 P.I. ~ . . ... •.· ._. '.. . -• A.".. . l+EAKENED PLANE JOINT 2'-6" R MOD. ROLLED CURB. NO GUTTER NO SCAJ.E ,,. AC PA VEIIENT 1/2" DIP ___ ,_. ·=·::=----\r - c6. AGGREGATE BASE DETAIL -RIBBON GlJ1TEH NOT TO SCALE I S2ET I CITY OF CARLSBAD 1 sHrs 1 ENGINEERING DEPARTMENT PU8LJC IIIPNOVEMENT PLANS FOR LA COSTA CONDOM/NIUJIS: NOTES, SECTIONS, ANO DETAILS APPROVED: DAVID A. HAUSE~ /. /. -~L~ ~(P <>S DEPUTY CITY ENGINEER E .,,33081 EXP. 06/30/l o DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: f<..s:r CITY APPROVAL RVWD BY: r?/ C. T. 02-28 422-4 C: \981027\9827102.dwg May 28, 2008 3: 27pm Xrefs: 98271 \ 10 1608 L~~~ -OENOTES UNITS OF CIJRB PAINT FIRE LANE CURB PAINT •HSTANOARI) CVRBS 80R0£R/NG f1R£ ACCESS ROAOS SHAU. HA IC TH£ /KJROS "NO PARKING f1R£ LANE" PAINTED UPON THBR HORIZONTAL ANO VERllCAL SIJRFACES AT INTERVALS OF NOT A/ORE THAN TltVITY-flle FEET. LETTERS SHALL 8£ OF BLOCK Sm£, AIIN/1,f//1,/ flle (5) INCHES IN HEIGHT llfTH A STROKE OF NOT LESS THAN J/4' INCH, ANO SHALL 8£ IIHITE ON A RE1J BACKGROt/NO. TH£ BACKGROt/NO SHAU. £XTENO AT LEAST SIX INCHES 8£'/VNO TH£ flRST ANO LAST l£TTERS OF lH£ TEXT. NOTE!! £1.£CTRONIC DATA RL£S ARE FOR R£F£R£NC£ ONLY AND AR£ NOT TO 8£ USEO FOR HORIZONTAL OR VERllCAL SURVEY CONTROi. ~.STRO~ t ~s \ No. C55187 EXP. 6/YJ/10. CIV\\. 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931 -7700 Fax: 760-931-B680 CENTERLINE DATA (NO) DELTA/BEARING RADIUS LENGTH REMARKS 1 S 14'01#;' W 168.20' C. 2 S 15'50'15' W 58.27' C. 3 S 19'45'18' W 56.46' C. "' A ="5'59'36' 68.00' M.58' C. PRIVATE CURB DATA i<Nd DELTA/BEARING RADIUS LENGTH REMARKS 5 A =00'54''54'' 163.00' 1219' rtPE •r;• C ,t G PER SORSO G 2 6 A =#'38'36' 3.00' 234' • • 1 A =35"49'16' 20.00' 1250' • • 8 S 14'01'46' W 54.74'' • • 9 S 14'01'46' W 66.02' ROll£O C ,t G PER SORSO C-,f 10 A=20'05'J6' 28.00' 9.82' • • 11 S J,f'0/'22" W 31.20' • • 12 A =1"'22W' 98.00' 24.57' • • 13 S 19'4518' W 56.46' • • ,,, A ="5'59'37" 8aoo' 64.22' • • 15 S 81'39/0" W 1204'' rtPE •c• C ,t G PER SORSO G-2 16 A =-15'05'57" 3.00' 236' • • 11 A 6176'4'0" 20.00' 21.39' • • 18 S 1"'01#;" W 33.99' • • 19 N 14'01'46' £ 8a95' ROl/.£0 C ,t G PER SORSO C-4' 20 N 19'45'18' £ 37.JJ' • • 21 A ="5'59'36" 56.00' #.95' • • 22 S 14'01'46" W 63.19' A/£0/AN CURB PER GS-18'• 23 &180'00'00' 4.00' 1257 • • 24 N 14'01'46" £ 63.19' • • 25 & 180'00'00' 4.00 1257 • • ''PER CITY OF CARLSBAD STD OHGS O' 5' 20' ---- -10 40' All SIJRFAC£ /AIPROVD,(EJ(lS (PA l;O(£NT, CURB, G/JTTER, S/0£WALK, SlREETZJGHTS, SIGNAGE, ETC.) ANO STORA/ DRAIN FOR TH£ PR/VA TE OR/ICWA YS AR£ PR/VA lE1. Y AIAINTAINED. THE WA TlR AIAIN ANO TH£ IJNO£RGR(}(JNO SEHER PER THESE PU.NS AR£ PIJ8l/C. SCALE: 1• = 20' Civil Engineering Plonning Processing Surveying DESIGNED BY: T.D.L DATE: APRIL 2008 DRAWN BY: --"J • ..,D..,.D,__. --SCALE: IS SHOWN PROJECT MGR.· J.P.S JOB NO.: 98-1027 "AS-BUILT t----------------1 P.E. 3ZDl'I EXP 1~/?~/& REVIEWED BY: /1',tA,&.,7 RCE: 55187 INSPEcTOR " ~,&>13 DATE DATE ' \'/ 'i ,-< ' \ . ', ··, ',, SCALE: • BENCHMARK: ,. = 20· DESCRIPTION: STANDARD Al-10 SlRITT C£NlER/.IN£ HE11 AION/JAIENT LOCATION: C£NlERI./N£ OF £1. CAAi/NO REAL AT ENGINEER's STA llON -154+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l£',£LS (Na COUNTY VERT. CONlROI. DA TA} ELEVATION: 68.419 OATl/AI: N.G V.O. OF 1929 12+00 "tlF'S/GH \ \ ·,, \, ' • \ \ \ ·-, ' ' .. '-,,,_ .,. ',,, '•. o+66.09. 10+00 26.00' \ \\ \\ > \ ' . ' ' ' ' '"' \ . r"'\ '/-\ ~ ''\----l • 1'11?£ '8 \ ' ~...:.:::.- ~7. -· ..... -~, 15 8£1-::::;.-2!!!'.gf!;e~ ---=- • PAINT CURB ' \ S££ NOTE \ 1+17.51 'flt' --.--• ! • I ·--·::::c:;-· . . . ' ' ........ ; ~ I :---, , . ? ' ~ ~ "-<!; \\{, r-r-i_ ij ~-~ 1\~··,\\\ I r---~r------t------------+--+---+----1----l I SH3EET I CITY OF CARISBAD I SHEETS I ENGINEERING DEPARTMENT 9 ;:=='..:::::==============-===~ t---+--t---------------1--+---l---1---1 Pil8UC MIPROVCAIENT PLANS FOi/ I.A COSTA CONDOIIINIWS: DATE INITLo\L ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ClT'( APPROVAL G; \981027\9827103 dwg May 29, 2008 7: 53am PH/VAT£ [)H/VEWA y ~ I STREET IAIPHOVEAIENTS APPROVED: DAVID An HA~SER/ ~c DEPUTY CITY ENGINEER PE 33081 EXP. 06 OWN BY: -~-PROJECT NO. CHKD BY: 'l..!,S C. T. 0,1,2 -, RVWD BY: • • -£'8 Xrefs: 98271 ; 98277STR ; 98277UTL; 9827bmap; 9827tp02; 9827CGRO; 9827cstr; 9827cUTL; 98271 PRO, 9827::site DRAWING NO. 422-4 10 1608 e- I ' . -t- -. --· . -.. f-----.---1-- t- - -t---------··------ I--1:· --.:. __ ::.----__ \.: .. ~~ T _ l .. I = ' \ \ ' I l - - --~ + t \ . \ ·t- -' ·y.; r } t f I ' r':' \ I I \ -EXI l/Nf'-r. :4ll (J . . . ' \ i .\ -.· t i --- ' - ' ' /NE µ : i f ' --t--r--- ... ,. -·-··-ti / I 'J ---1. I ·+-.'l I :() I It t- NOT£· SEE SHEET 7 FOR UllL/TlES SEE OHG 422-4A FOR STORM DRAIN CENTERLINE DA TA (~ DELTA/Bf.ARING RADIUS LENGTH I S 65"44 '54' W 2 tJ. =4"29'.33' 3 s 6115-;,r w 4 S 75'3308 If 5 N 86"40"52" W ..... y N?'86'5t"5o;,.w, 7 S 66"22'/4' W 988.00' 106.76' 77.4/ 88.83' 56.77' 27.79' REMARKS C/L • • • • • • •• , l' • •• PR/VA TE CURB DATA 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 DELTA/BEARING RADIUS LENGTH S 65"44'54' W !J.=4"29'.33' S 6175'2/' W lJ. =1017!'!0' l:.=/75"24'.36' !J.=10677'0/' N 86"4/'o4' W N 86'51"51 If !J.=2773'10· S 66"22'/4' W S 23'37'46' E S 65"44'54' W !J.=4"29'.33' S 6175'2!' W lJ. =28"50'53' lJ. =3971 '48' lJ. =4976'48' S 75'33'[/8' W !J.=17'46'o0' N 86"40'52" W N 86'5/ '50' W !J.=27"29'/9' S 6672'14' W 1000.00' 5.00' 35.00' 5.00' 3/.50' 976.00' 12.00' 8.00' 35.00' 6.00' 20.00' 7.50' 106.76' 78.4/' 68.59' 8.83' 107./5' 9.27' 19. 46' 79.72' 14.96' 20.00' 24.00' 106.76' 76.53' 90.33' 6.04' 5.50' 30.10' 2.60' 13.97' 6.20' 31.63' 79.88' J.60' 20.08' REMARKS R0/.1£D C &-C PER SORSO C-4 I • • • • • • • • • • • • • • • • • • CURB &-CUTTER PER SORSO C 2 R0/.1£D C &-C PER SORSO C 4 • • • • • • • • • • • • &,_ • • • • • • • • • • • • A • 2710 Loker Avenue West Suite 100 Carlsbad, Califomia 92008 760-931-7700 Fax: 760-931-8680 \ o· s· 20' 10 SCALE: 1 • = 20' \ I \ ·-•r. W if7 f,. • ' • -, -· l-liT.4" 4 ALL SURFACE IMPRO'vcMENTS (PA 'vcMENT, CURB, CUTTER, SIDEWALK, STREETLIGHTS, SICNACE, ETC.) ANO STORM DRAIN FOR THE PR/VA TE OR/'vcWA Y.S' ARE PR/VA m Y MAINTAINED ANO ARE CONSTRUCTED PER THESE PLANS. THE WATER MAIN ANO THE 40' UNDERGROUND SEM:R PER THESE PLANS IS PUBLIC. DESIGNED BY: 8.R.L DATE: OCT 2010 "AS-BUILT DRAWN BY: B.R.L SCALE: ,S SHOWN J-, ,/7, /1 Civil Engineering Planning Processing Surveying PROJECT MGR.· J.P.S JOB NO.: 98-1027 If',. ~-C...U,,,_ IY //~ f-----------------1 P.E. 3?P. EXP. 13/",YN RM~ ENG(lNI cR['J91-,.);r:, ) • ,, 1Nt!V.~W-~""t:2-11/li)DA~TEg_: Jlll0J·2.7f;,•~IO JOHN P. STROHMING£R (/ RCE: 55187 INSPECTOR " 1 (l DATE ' -j I J. , t ' l I t r 1 t l J 1 1 1R~ RI 'IJR. 8!.83' I --t--t--<~ .I ·-.i. -,..,- j I_ t ' ' ' - ' -< I H, 7H POii T SfA I f-9 50 Crj - . ~ :,-_4 153; ~ , - 1~ --i- f---1'--f-+-+-+-+-+-+-+-t-" -c.f-t-+-+.:.-bb~ r;J. 1:WH Cl/:.LJ'" • , -, --t--t--t-~ - !. ~ - ' f t l 1 j l I/ --·-·-' ..,, ..... -T I ~ HO ~1-\/-(. lfli:. RR, - . •-I--· ' ' . 0, 1-r-~~ ._ ~-It.-.._ "'~ ;j: . ~~ / 1--::.::: t- -~ --T i-- -1.-1-·---- 'E, 'RN N "i 60 CU, fl RtllJ, W L .04 '-''-''"' I~ £'I :! ';: N N •' ~ "'i '" I l i ! 1 , VA 'I I Y', '(/ ,-I',:-;-, I?, y , I/;' -/ ,-l · ·'·-··'--'-" ----'T""""-·-""'· •• f . ,.., l t-- t- -- 15+00 BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION : STANDARD M-10 STREET CENTERLINE M:LL MONUMENT CENTERLINE OF EL CAMINO REAL AT ENCINEER's STATION 454+92 PER R.S 1800-1 COUNTY BENCH LE'vcLS (NO. COUNTY 'vcRT. CONTROL OA TA) 68.479 DATUM: N.G. V.O. OF 1929 11h1/J?. a,,I, ti\ ,-Elf. "'" PVC. fU/C8 01,(ri,J[£_CL__+----!---l----+---I 1--·--•+'(J"----t--'-& (D,,SO 0-::>? , LD. REPLACES SHEET ORIG/NALLY S/CNEO 9/10/08, REVISIONS TO THE PARKING, CENTERLINE &- PRIVATE CURB DATA DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ClTY APPROVAL G. \981027\9827104.dwg 0cl 27. 2010 3.46pm -------.... -·-r-: .. :-: ... _· ··::-_:_-:::-'." __ -·_ -.--:·-:J_----1 -=---' '--·-----·-· r-• --' ---=.-.. --·-·---------- ~ C ~· ---CC '~ -· -• ,·c ,-_lic CC. -f· . ,_ . ::'.".:.~-_--------r r-r-- --__ ~---+·-------1·-E- -----. --- -- a- f- _,. -~ ... l-,J ~~~ ---· ~ ~ .;· ---1-, .... ,~ .. I ·L . ---;:1-c ~U -r ---r . -~- ---r I I I- 14+00 rl-- A~y 24,, ~N VAN PESKI RCE 41204 EXPIRES 3-31-11 SENIOR CIVIL rt IA;,_ ENGINEER' 'llATE DWN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. C.T. 02-28 DRAWING NO. 422-4 Xrefs: 98271: 98277S1?; 98277UTL; 9827tp03; 9827CGRD; 9827cstr; 9827cUTL; 98271PRO; 9827csite; 9827bm up 12 910 ~ ' /. ~ . r f I I i 1 1S' ~~c·, ' 6 r-~,5 I f 7 . 15+00 14+00 GF=/113 CF=1113 n 14+65.15 ENO J' f'CC . SIDEWALK PER SORSO G-7 ... ..c--~ ~ I ~"'I~- S/XPLEX T'rP[ 8-1 ~ I CF=112-9 BLOC 2~1 pee PA0=1112 \'.!; I -fl-=nmY,5~2=-FF=1119 --,-14+6J., RT. 's\ 13.72 · . 14+59.75 BC 57 ~~C . I ____ __,~~""-n:1 TI~b,-L 14 F 14+39.62 BF ;?m ] B BEGIN J 'RJ 14r41,63 · 20.0J LT. 4_!!_ -5 j 4'pcc--~ SIDEWALK PER SORSO G-7 SIXPLEX TYPE 8-2 BLOG2 CF=113.4 PA0-;.1112 tlf -- □ / L' ' ,; , r It:,. I . . 'ff 0 "'i -1 - 0 2.0. _l 1-"'i 1-- GF--116. ..., "' ~ S/XPl «fi?t A-2 FIRE LANE ANO EMERGENCY ~ccrss EA 'ffl.lENl -PER FINAL MAP -w BLOC 7 GF:=115.6 PA0=116.2 FF=116.9 12 rr ' 1 I s T CF=116.2 • 11+60.41 EC w 11+60. 47 [C CF=116.6 _____ ,,5·-----11+00 ~XPLEX T'rP£ B-1 CF=116.8 11+60.47 • 0 BLOG 8 ~1 PA0-116.8 ~ I BLOG! PAO= 117.0 FF=117~7 GF=/11.1 I ., 1~BLOG8 - SIXPLEX T'rP£ B-2 (£) ii . BLOC I I JI PAO = 117.0 _ <.s FF=!17.7 GF--116.8 I </ _.,, /.r I /, I ~ I I . ' 1 .... BLOG 6 I ~ PA0=1l2.6 -GF=11Z6 I ~ PAO'=!l6.8 GF=116.6 PA0=115.3 II . F£=117.5-~ I I ~ ) GF=115.I -~I FF=116.0 SIXPLEX T'rP[ A-2 FF=111.5 o· s· 20' -- ---10 40' SCALE: 1 " = 20' . ~1,GEo,, . CF=lf2A ,FF;lf13 ;;~nl 'S!XPLEX T'rP[ A-2 ~- °" -' I II FF=/13.J._. \'.!; SIXPL[X T'rP[ A-1 ~c.,;'<Y I ~ -I , II ' '' ' PR/VAT£ CURB DA TA PR/VAT£ CURB DATA NO DELTA BEARING RADIUS LENGTH REMARKS NO DELTA BEARING RADIUS LENGTH REMARKS 4 .6. =105'37'53 20.00' 36.8 ROLLED C &: G PER SORSO G-4 15 .6.=90VO'oo' 2.00' J.14' 5 .6.=20'23'30 326.00' 116.02 • • 16 N 88'5942 W 16.91' 6 S 73'43'55 W 279.15' • • 17 N 01V0/8 E 24.00' 7 .6.=89'51'27' 2.00 3.14' 'MOOIFl[O ROI.LEO CURB NO GUTTER 18 S 88'5942 [ 39.21' *MODIFIED ROLL@ CURB. NO CV TTFR ROI.LEO C &: G PER SORSO G 4 TYPE 'G' C&:G PER SORSO C 2 ROI.LEO C &: G PER SORSO C 4 8 S 16Vl'J2 E 6.03' • • 19 .6.=45'53'41' 5.00' 4.01' • • tJ9[j}sJ1.~'J~'52t'2~at]w:==t~~~~~t=]16~.1~5:• t======j·~=j·~=========j l--"::20~---":.6."'-"'1."',Ji"'o:i'12°"·.-+_,Ji"'o.~.oo""t--"'40.'=".6.;;";J,..' t-----,·,--...,·,--------1 10 .6.=5475'35' 6.50 6.16' • • 21 .6.=48'58'54' 5.00 4.27' • • 11 A=/2874'14' 28.50 6179' • • 22 N 13'43'55 E 299.28' 12 .6.=5o'50'49' 6.50 6.45' • • 23 .6. -2070'!6' 350.00 12122' p,~3=j~~88~'5i9~42~~w~===t~~~~=E=1~6.~.,3~•=E======~·=~~-=~==~=~~~==3 24 b.=79'52'25. 20.00· 27.88' LJ4 N 0/VO 18 £ 6.00' • • . 25 N 88'5942 W 11.67' 'CONSTR/JCT MOOIFlfO C-4 ROLL[O CURB w/ NO CIJTf['R PER DETAIL ON SHEET 2 26 S 88'5942 E 17.67' ~-... ,ii,, 0 ~' ~ DESIGNED BY: 8.R.L DATE: JUNE 2010 • • • • • • TYPE 'G' C&:G PER SORSO C 2 • • "AS-BUILT P..!?J. 3201 Hi / ":} DRAWN BY: ~B-=R._L __ SCALE: /IS SHOWN 1:i PROJECT MGR .· J.P.S JOB NO.: 98-1027 ~ --=c-o=--cNc--=-s -,-u-,--,-L -=r,--.,.-,'"'N,..,T;--::::s-1---------------, P .E. 1r Exi,.1t/i11/1 : c,v1\. ();;CAL~' 271 O Loker Avenue West Suite 100 Carlab<Jd , California 92008 760-931-nOO Fox: 760-931-8680 CMI Engineering Planning Proce■1!ng Surveying FF=/16.0 S/XPLEX T'rP[ 8-1 "' <>, S/XPL[X T'rP£ A-1 (£) ~~ S/XPLEX TYPE 8-2 "' "'i I ~ '<j ~ I -It:,. I ~ -"·1 -I ~ ,6 ~ DI--II n PLAN -CORTE AZUL S££ SH££T 8 FOR UTILITIES. ALL SURFACE IMPROvEME:NTS (PA VEME:NT, CURB, GUTTER, SIDEWALK, STRE£7l/GHTS, SIGNAG[, [TC.) ANO STORM DRAIN FOR 77-1[ PR/VA TE ORIVEWA YS ARE PR/VA TEL Y MAINTAINED ANO AR[ CONSTRUCTED PER 77-![SE PLANS. 77-IE WATER MAIN ANO 77-1£ UNO[RGROUNO SEWER PER 77-1£5£ PLANS IS PUBUC. SCALE: 1• = 20' S££ owe 422-4A FOR STORM DRAIN. C£NT£RLIN£ DA TA DELTA BEARING RADIUS LENGTH REMARKS I t:. =2172'07' 2 S 73'43'55 W 3 N89'5942 W ?· ;t,8, ?al.! DATE 4110/tj DATE JJ8.0.0 ' 160.47' C C 320.10 85.58' C. BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF £L CAMINO R[AL AT ENGINEfR's STA l!ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY VERT. CONTROL OA TA) ELEVATION: 68.419 OA TIJM: N. G. V.O. OF 1929 NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR V£Rl/CAL SURVEY CONTROL ~ CITY OF CARLSBAD I SHEETS I l----+---+----------------+-----1----t----i------1 ~ ENGINEERING DEPARTMENT 9 l-----l--+-----------------11------t---t----t----J DATE INmAL ENGINEER OF WORK ST,4 ISl-31-15' REPLACES SHT ORIGINALLY S/GN[O 9 /0 'OB AOA Rfl.1S/ONS TO PARKING &: SIDEWALK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL :;: \981027\9827105.dwg Jun 08, 2010 8: 40am PtJ8LIC IJHlfiOVEJICNT !'WIS FOR I.A COSTA ctJNlJOIIINHJII CORT£ AZUL STH££T IIIPHOV£11£NTS N VAN PESKI 3-31-11 SENIOR CIVIL ENGINEER DATE DWN BY: -j'- CHKD BY: ie:: RVWD BY: 1 PROJECT NO. C.T. 02-28 DRAWING NO. 422-4 Xrefs: 98 271; 98277STR; 9S277Ull; 9827bmop; 9827CGRD; 9827cstr; 9827cUTL; 98271PR0; 9827csite: 9tl27tp03 50213 C (.11 ::e 0 G') -~ CD l'\l I'\) J:,. LEUCADIA WAST£WAT£R DISTRICT SUMMARY TABL£ FOR N£W S£W£R MAIN AH ID NUMBER UPS AH PIPE PIPE PIPE SLOPE COORDINATES LENGTH DIA. MATERIAL MA TCHLINE THIS SHEET LOCATION OF ACCESSHOLE (ADDRESS! UPSTREAM DOWNSTREAM UPS DOWNS X y (FEET) (IN) (%) ADDRESS DESCRIPTION ADDRESS DESCRIPTION 10-15120 TO 10-l!H10 /916145.J799 625Jl98.'19,//J •U.J5 8 PVC 11,9JX -PR/VA TE OR. :.! -PR/VA TE OR. :.! 10-15410 TO 10-/5,l{J() 191618/,526J 625J2Jf.910J 19.9'1 • • 22./JX -PR/VA TE OR. :.! -PRIVATE OR. :.!' 10-/5,l{J() TO 10-15J90 1916862.9222 625J256.2016 190.24 • • 1,58X -PR/VA TE OR. :.! -£l CAl,//NO REAL 10-15J90 TO 10-0280 191105-l.1J88 625J29f..5867 --- --£l CAAf/NO REAL -£l CAWNO REAL AH RIM EL. ~ INV. EL. AH DEPTH ACCESSHOLE lYPE NO. OF LINES (FEET) (FEET) (FEET) ANG,STD,DE,DRP,SMT) THROUGH AH COMMENTS UPS DWN UPS DWN UPS DWN UPS DWN UPS DWN 126.1 119.65 118.04 112.55 8,/J 7.10 STD STD 2 2 119.65 112.20 112.551"94.66 7.10 17.5 STD STD 2 J 112,20 99,57 9f..66 9/,45 11.54 8.12 STD STD J J 99.57 -91.45 -8.12 -STD STD J 2 LAST 00/INSTREAM AH COOROINA TES AR£· 1977059.BIJJ. 6253256.2561 (EX!SllNG AH IN £l CAl,//NO REAL} S£W£R LA T£RAL DATA S£W£RLIN£ ~ I STATION INV. 0 MAIN LENGTH DROP TO MAIN INV. SLOPE % GROUND ELEV. DEPTH REMARKS 11+8.f.,6'1 94,43 Jl.62' 161,57' /,20 1.20' 105.68 26.11% 111.J 5.50" 4• PVC 2 APN 216-190-,//J IJ+2-l.18 116.60 177.91 SEE PROflLE /8f..J 6.00' ,f." PVC NO I 2 J ,f. 5 6 7 1 2 J ,, 5 PUBLIC WA T£R DA TA ~ NOT£!! DELTA BEARING RADIUS LENGTH =11'13'11" S HVT'#i" W =,f.'51'25" S 18'56'11' W S 3071•11· W S 51 '29 '54' W S 65'#'5'1" W AU. •OI= SHALL & DELTA BEARING S 08'20'59" W =5WJ',/{J" S 1J'¥7'.f.9" W S 16'37'!5" W =12'¥2'20" 200.00' ./0.91' 102.43' 200.00' 17.!J' 11J. 10' 29.11' 29.51' 12.41' U51'AAWT" RADIUS -- 200.00' -- 15.15' 19.BJ' 94.66' 19. 9-1' #.J5' REMARKS 8' PVC N CL 200 HG J18 c-900 • • • • • • • • • • • • 8"P C900 • • • 8"P SOR J5 2710 Loker Avenue West , Suite 100 • DENOTES OEPTH BELOW TOP OF Cl/RB Corlsbod, California 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying DATE: RCE: 55187 ' :·.:·· ... ·.: .... ·.t".:· .. · ..... : .. ~: .. o' 5' µ 10' 20' SCALE: 1" = 20' 40' RECORD FROM: DATE ELEVATION: COIJNTY BENCH l£"8.S {NO. COIJNTY "8?T. CONTROi. DA TA} 68..f.79 DATUM: N.G. V.D. OF 1929 ............. ~ DATE 'INITIAL ENGINEER OF WORK 10 1608 5Cl13 . RES. REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL EXP. 06/30/lo-DATE OWN BY: CHKD BY: RVWD BY: PROJECT NO. C.T. 02-28 DRAWING NO. 422-4 G: \981027\9827106.dwg Moy 29, 2008 7: 56om Xrefs: 98271; 98277STR; 98277UTL; 9827bmop; 9827tp02; 9827CGRD; 9827cstr; 9827cUTL; 98271PR0; 9827csite LEUCADIA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW SEWER MAIN 18+00 AH ID NUMBER UPS AH PIPE PIPE PIPE SLOPE LOCATION OF AH lADDRESS) COORDINATES LENGTH DIA. MATERIAL UPSTREAM UPS DOWNS X y (FEET) (IN) (%) ADDRESS DESCRIPTION 10-15"50 TO 10-15440 1976615. 9302 6252804. 6171 92.59 8 Pl1:' 2.00% -PRIVATE OR. ,4. 10-15#0 TO 10-15-130 t9766ra5112 6252900.5529 53.43 • • 2.00% -PRIVATE OR. ,4' 10-15430 TO 10-15-120 f 916625.3908 6252951.0756 264.82 • • 1.19% -PR/VA TE OR. ,4 LOCATION OF AH ADDRESS AH RIM EL INV. EL AH DEPTH ACCESSHOLE TYPE NO. OF LINES DOWNSTREAM (FEET) (FEET) (FEET) ANG,STD,DE,DRP,SMT) THROUGH AH COMMENTS ADDRESS DESCRIPTION UPS DWN UPS OWN UPS OWN DWN UPS DWN PR/VA TE OR. ,4 131.19 132. f 124.61 122.16 6.58 9.61 STD 1 2 PRIVATE OR. )I 132.f 132.1< 122.5 121.49 9.61 If_ STD 2 2 PRIVATE OR. ,4 132.7 126.1 121.29 118.14 11.45 8.23 STD 2 2 LAST 00/INSlREAAI AH COOROINATES ARE: 1916745.3199. 625J198.491Q SEWER LATERAL DATA SEWERLINE STATION INV. 0 MAIN LENGTH DROP TO MAIN INV. SLOPE % GROUND ELEV. DEPTH REMARKS t3+8a75 2 57 14+03.87 3 56 14+21.08 14+50.20 5 54 14+91.lf 6 53 15+20.13 1 52 15+43.33 8 51 15+66.60 9 50 16+00.07 10 49 16+23.06 If 48 16+.f6.27 12 47 16+59.73 13 #i 16+99.60 14 45 17+22.19 15 # 11+.f6.00 16 43 17+59.36 118.62 118.90 119. 18 119. "5 120.02 12a51 120.85 121.25 121.14 122.20 122.47 123.34 123.80 124.26 124.53 24.47 20.78' 20.4 24.39 23.80' 20.#i' 21.19' 23.37 23.25 22.48' 19.92' 23.87 23.83' 22.57' 1.20' 1.20' 1.20' 1.20' 1.20 1.20' 1.20' 1.20' 1.20' 1.20' 1.20' 1.20' 1.20' 1.20 1.20' 1.20' 124.37 125.29 125.59 125.77 126.23 126.61 126.97 127.27 121.59 121.39 121.18 126.98 126.65 126.47 125.!H 126.18 PUBLIC WATER DATA "' NO DELTA BEARING RADIUS LENGTH REMARKS 1 S 65¥4'54" W 94.44' 8" Pl1:' ~ Cl 200 HG 318 C-900 2 &= 4 '29'.J.J" 983.00' 77.08' • • 3 S 6175'21" W 89.#i' • • 4 S 15'33'08" W 58.16' • • 5 N 86WJ'43" W 113.59' • • 6 N 24'20'10" W 24.78' 6 Pl1:' ~ Cl 200 HG 318 C-900 7 N OJV8'09' E • • 22.27% 129.87 21.21% 130.79 • • 21.69% 131.09 • • 24.64% 131.27 • • 24.47% 131.13 • • 20.99% 132.11 • • 21.85% 132.47 • • 25.51% 132.77 • • 24.26% 133.09 • • 19.04% 132.89 • • 16.26% 132.68 • • 14.72% 132.48 • • 1a59:r 132.15 • • 6.16% 131.97 • • 2.00% 131.14 5.80' • 2.00% 131.#i 5.28' • • DENOTES OEP TH fJ BV/ll)/NG PUBLIC SEWER DATA RADIUS LENGTH REMARKS 1 S 65'#'55" W 107.80' 8' Pl1:' SOR 35 2 S 65'25'02· W 38.22' • 3 S 61i5'21" W 19.94' • 4 S 60°32'15" W 38.86' • 5 S 7578'30' W 53.43' • 6 N 86'48'10" W 92.59' • O' 5' 20' ----10 SCALE: 1 • = 20' DESIGNED BY: ~T,..D,..L~_ DATE: N'RII. 2008 40' DRAWN BY: J.0.D. SCALE: NS SHOWN PROJECT MGR.· J.P.S JOB NO.: 98-1027 17+00 NOT£!! ELECTRONIC OATA RLES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO BE VS£!) FOR HORIZONTAL OR VERTICAL SURVEY CONTROi. "AS-BUILT " 1----------------1 P_E. 320}'( 2710 Loker Avenue West Suite 100 Carlsbad, Califomio 92008 760-931 -7700 Fa:,,:: 760-931-86B0 Civil Engineering Planning Processing Surveying JOHN P. STROHM~ RCE: 55187 DATE , .. ·-·-~ --·----------..... -----... -··" ·="·· ,. ~ .. ~ .. ---~· • 16+00 PLAN SCALE: 1• = 20' BENCHMARK: DESCRIPTION: STANOARO Al-10 STREET CENTERUNE #lli AIONIJAIENT LOCATION: CENlERUNE OF EL CANINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEITTS (Na COUNTY '£RT. CONTROl OA TA) ELEVATION: 68.419 OATIJAI: N.G.V.O. OF 1929 -----------~ _.,.. -·-·· ·~··· ----. -,---~- 1-----t--+------------+---+--+---+----l I SH,EET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT ~='-'==========--==:::::: 2 09 II DATE ENGINEER OF WORK 2 LWO SEWER REVISIONS 2 INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL G: \981027\9827107.dwg Moy 29, 2008 7: 58atn Pfl8l.JC IIIPK0'1£11£NT PLANS FOR I.A COSTA CONIJOIIINIIIIIS: PRIVATE DRIVEWAY ~, UTIUTY INPHOVENENTS APPROVED: DAVID A· HAUS~ LJ..c,....{6 DEPUTY CITY ENGINEER PE 33081 EXP. 06 OWN BY: __ _ CHKD BY: (l!,S RVWD BY: PROJECT NO_ C.T. 02-28 DRAWING NO. 422-4 Xrefs: 98271; 98277STR; 98277UTL; 9827bmop; 9827tp02; 9827CGRD; 9827cstr; 9827cUll; 9827iPR0; 9827csile 101608 030211 C --.I ::e 0 C) .,, .i:i,. (0 I\) i LEUCADIA WASTEWATER DISTRICT UMMARY TABLE FOR NEW SEWER MAIN LOCATION OF ADDR 2710 Loker Avenue West Suite 100 Carlsbad, Colifornia 92008 760-931-7700 Fox: 760-931-8680 OM ENTS Civil Engineering Planning Processing Surveying ,f. 3 2 I 5• 5 • 6 1 1 8 8 +96.08 95.65 26.76' 12+36.18 91.11 2-f.33' 13+85.11 98.61 21.96' ,,, 21. • U+75 .4':! 49.86' #.ff + ;/.153' 11+32.38 96.06 #.08' DATE:);; .'29). RCE: 55187 INSPECTOR . sfA. ,J-1 (#.W' 5i#E[f,00ffT / 5.50' 6" P. v.c • • • • • • • • • • • • • • • • • • • • • DESCRIPTION: 1,.,.Jfl, Zo/3 DATE LOCATION: SEWER DATA DELTA BE'ARING RADIUS 6-1272'06 546.33 A-5"30'22 345.00 . . STANDARD 1,1-10 STREET CENTEJ?l/NE WEl1 /,IONl/1,/ENT CENlERlJNE OF El CAMINO REAL AT ENGINEER's STAllON ,f.5,f.f92 PER R. S f8(J(}-I EMARKS • • RECORD FROM: COi/NTY BENCH LEVELS (Na COIJNTY VERT. CONTROl OA TA} ELEVATION: 68.,f.19 OATl/1,1: N.G. V.O. OF 1929 I 2 3 ,f. 5 6 ENGINEER OF WORK < ,.,-~"-:_:.. -, ,• • ·¢~ ' ..,,. .... ,,,~• -~-.. >j ~ ,.,~ -f ~w• • __.... ,,., ,:;:fo;:2 . .--~~:,:_;;_.~ : .::.x-1~ ' .... -........ ·-";?".'.: ; f'lfi,;~ -.Ji·li-:-::Ji ~ ~!J4~:·:t! '-"1 • , ,i ~ ,_...,...,,. ____ _ PUBLIC WATER DATA!~ ::,,m-t.Eef'/0' . . 5/1,11.,L. 8e' REGiUIR!fD. PUBLIC WATER DATA BE'ARING RADIUS LENGTH S 1fV3',t9• E 1.12' 6 -26'#'11" 33200' 15-f.92' N 13'43'55" E 321.02' S 88'59',f.2"£ /6.7 ' ~ 0-'o4-' R.,, . ~ . ..6.-D3'o3'37 REVISION DESCRIPTION REMARKS 8" PH:' N ct. 200 HC 318 c 900 • • 1 • • 8 • • 9 • • 10 • • II OTHER APPROVAL CITY APPROVAL BE'ARING RADIUS LENGTH REMARKS N f6V7'32" W 26.50' 6" PH:' N Cl. 200 HC 318 C 900 N 1678'57" W 16.60' • • N 12'#'22" E 277' • • N 13'56'37" W • • S f6V7'32" E • • I SsETI CITY OF CARl.SBAD I SHrs 1 ENGINEERING DEPARTMENT Pl/8LJC /IIPl{()'l£Jl£NT Pl.ANS FOR I.A COST.A CONIJON/Nl(JAIS: PRIVATE DRIVEWAY '8' UTIUTY IMPHOV£M£NTS APPROVED: DAVID A. ~ d U•/4! DEPUTY CITY ENGINEER PE 33081 EXP. 06 30 lo DATE DWN BY: -,c-,--.,.,c-PROJECT NO. DRAWING NO. 2~g ~~: ...b>.,,,,,,,._ C. T. 02-28 422-4 G: \981027\9827108.dwg May 29, 2008 7: 59om Xrefs: 98271; 98277STR; 98277UTL; 9827bmop; 9827tp02; 9827CGRD; 9827cstr; 9827cU TL; 98271PR0; 9827csite 101608 502i3 20' 10 40' SCALE: 1" = 20' 271 0 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Sur.eying / . 511<£Ef y ~~ ------96.6 •. .-./ ~ ' .. . . f . . / ' p"" Cffff -~ >,rff .. ••· NO R f!RE"ff'(DR w-, 12 (1)9 .· slO oWG O R£ll ·119·:~/ <--/' . 1' / / ·' DESIGNED BY: ~T-.D~.L __ DRAWN BY: ~J,~D.-D.~-- PROJECT MGR.· J.P.S DATE: APRIL 2008 SCALE: IS SHOWN JOB NO.: 98-1027 RCE: 55187 ,,-/== _.--sc,,..,--....... 1,1-1,J>' ~,n-,P1sfAIJ-i -r<> f'~~N& -'f'&i '·is)( 1~1- ,.,_ "~•--y ""~----"·••<, ~' - • • ---c;;~,i;;.;'::.. .. · .. .,.-/ ' (~:,-_ .. ,/ • .. ' "··-. . ~OP- . / / /: _,/' __ .... ,,, .. ,:-ij.,/ :0-L<J."J --· ,/~_.~" '""•"'""••,.~;: ~~•w•'/ \ /J . I \ "AS-BUILT a 4,,___ d t2y INSPECTOR " qn.< 66', con DATE DATE /1! • ... / ""•--·~--e , .. . . I I -' BENCHMARK: DESCRIPTION: STANDARD M-10 STREET C£NlE1?UNE llfll. MON/JAIENT LOCATION: CENTEl?UNE OF £L CAMINO REAL AT ENC!N££R's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEV£LS (Na CO/JNTY '.£RT. CONll?Ol OA TA) ELEVATION: 68.-179 OATVM: N.G. V.O. OF 1929 O' 5' 20' 10 40' SCAI.£: 1" = 20' SG2 i3 ....h,.,,.L.~--; ------;) .... L~.-~;7 ... / / ·--,L.. ,/ ./ , I • I LA COST!:4 A Vf / (PtJIJ!/.C 1!11f.JJY£Jf°'~ff8 O.f.16§:/Pl ~, ·=cs *I_ i _'-l---,- \ \ \ I SHg ET I CITY OF CARLSBAD I SHgETS I ENGINEERING DEPARTMENT .. --·· -IMPl{(JVEJ/£NT PLANS FOR I.A COSTA CONDmllNIVMS: . LA COSTA AVENUE SIOE:WALK /l,IPHO'lfl,lfNTS APPROVED: DAVIDM U~ ?/1<>Lo-a DEPUTY CITY ENGINEER PE 33081 EXP. 06/30/10 DATE DWN BY: PRO-JECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ C.T. 02-28 422-4 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: , G: \981027\9627109.dwg May 29, 2008 8: 00r.m Xrefs: 9827csite; 9827cstr; 9827CGRD; 9827cUTL; 98271 : 98277STR; 98277UTL; 9827tp02: 9827bmop; 98271PR0