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HomeMy WebLinkAboutDWG 416-1; CT 02-25; NORTHPARK AT LA COSTA; 01-05GENERAL NOTE S 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER !N RESPONSIBLE CHARGE SHALL RE~SE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN RE~SIONS SHALL BE PROMPTLY SUBMITTIED TO THE CITY ENGINEER FOR APPROVAL. ST REET N OTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETIERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTIED BY A PROFESSIONAL ENGINEER OF THE STA TIE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TIESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHAUL BE INSTALLED AS SHOWN ON THESE PLANS,U NDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATIERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. / -:1 ~~ - ! rt ! ,\< . ' ~ .. ~ ,~- - ~ --- ~ ~ ;, -2 J i I -~ lb;--~ ' ,~w =-i ,, -~ •-:17 -~ 1---'1 ·=;_ . / I ' L_ L_ __.J I L-I I I ,_ I 4 ~ 6 It I I I 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY BESTS' KEY RATING GUIDE. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETIE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PRO~DED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C' AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. "~/ /'/j" ' T -· I> ... i 11--W r [_, ~ ! ~ ' 7, ~ I I. I ,- "-/ i--" / ,__ . ,/ ' / • I ~ 1 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. RE~SION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTIED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO RE~SIONS WILL BE MADE TO THESE PLANS WlTHOUT THE WRITTIEN APPROVAL OF THE CITY ENGINEER, NOTED WlTHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITILE SHEET. 8. ORIGINAL DRAWINGS SHAUL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWlNG SHALL BE RE~SED TO REFLIECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJ::CT SITIE AT AUL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE 'MTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPAULY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTIED TO THE CITY ENGINEERING INSPECTOR 'MTHIN TWO WORKING DAYS OF COMPLETION OF FIELD TIESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTIED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TIESTS. 12. A PRECONSTRUCTION MEETING SHA! I BE HE! D AT TIHE SITE PRIOR TO TIHE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TIESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMI T CLERK(438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON TIHE DAY BEFORE TIHE INSPECTION IS NEEDED INSPECTIONS 'MLL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTIER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TIER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATIE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PRO~SIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA~NG GROUND DURING THE EXCA VATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTAULATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET ( 5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI !SHED BY TIHE CONSTRIICTION SAEEIY ORDERS TITI E 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTIERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WII I CEASE IMMEQIATIEI Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WlLL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTIED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMO~NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITIED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMO~NG OR GRADING OPERATIONS SHALL BE CONDUCTIED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTIER.) 18. ALL OFF-SITIE HAUL ROUTIES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED 'MTHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTIENCE AND LOCATION OF UTILITY STRUCTURES AND F AGILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTIENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITIE SUFFICIENTIL Y AHEAD OF THE CONSTRUCTION TO PERMIT THE RE~SIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 'MTH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTIED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATIE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (BOO) 660-7343 PACIFIC BELL (800) 892-0123 *ADELPHIA CABLE COMMUNICATIONS (760) 438-7741 *COX COMMUNICATIONS (760) 806-9809 *CITY OF CARLSBAD(STREETS & STORM DRAIN) (760) 438-2980 *CITY OF CARLSBAD(SEWER,WATIER & RECLAIMED WATIER) (760) 434-2722 *SAN DIEGUITO WATER DISTRICT ( 760) 633-2650 *LEUCADIA WASTEWATER DISTRICT ( 760) 753-0155 *VALLIECITOS WATIER DISTRICT (760) 744-0460 *OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753-6466 *BUENA SANITATION DISTRICT (760) 726-1340 *AS APPROPRIA TIE 5. 'MHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHAUL BE REMOVED 'MTHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 'MTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITILE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHAUL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG Ml 9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUA TIED, AND DOCUMENTIED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PRO~DED TO THE CITY ENGINEERING INSPECTOR. FIRE DEPARTMENT NOTES 1. CORTE TRADICION (PRIVATE STREET) IS CONSIDERED A FIRE LANE AND SHALL BE POSTIED PER THE CARLSBAD MUNICIPAL CODE AND TO THE SATISFACTION OF THE CARLSBAD FIRE DEPARTMENT. 2. LOTS 1 THROUGH 7 SHALL BE REQUIRED TO HAVE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED. 3. CORTE TRADICION (PRIVATE STREET) IS WITHIN A MINIMUM 20 -FOOT WIDE PUBLIC UTILITY EASEMENT. THIS EASEMENT WILL BE RECORDED WITH THE FINAL MAP. "DECLARATION OF RESPONSIBLE c;HARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT '111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBILITIES FOR PROJECT DESIGN. !inipes-Dye a§§Ociate§ c:i11il engineen. and land !!iurveyon. 8348 CENTER DRIVE. STE. G. LA MESA, CA 91942 :~0~~"' wows, om3ft,J* I I 'MULIAM A. SNIPES R.C.E. NO.: 50477 REGISTRATION EXPIRATION DATIE: 06-30-05 OWNER/PERMITEE HALL LAND COMPANY, INC. 10675 SORENTO VALLEY ROAD, SUITE 200-B SAN DIEGO, CA 92121 858/558-3310 LEGAL DESCRIPTION LOTS 227 AND 228 OF LA COSTA VALE UNIT NO. 1, I N THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 7457, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 18, 1972. BASIS OF BEARINGS= THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83, ZONE 6, GRID BEARING BETWEEN PT.#3039 AND PT.#3040 ON R.O.S. 13868, (BOTH HAVING A CALIFORNIA COORDINATE VALUE OF F[RST ORDER OF ACCURACY OR BETTER). I.E. N 88°50'50• E. BY THE OF MY .. -. OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE WATER SYSTEM APPROVAL (OMWD W.O.t 559530) RCF :'504-77 EXP. '"/Jo/o7 • i REVIEWED BY: -/~ 11«, INSPECTOR DATE DATE LEUCADIA WASTEWATER DISTRICT Approved by., BOYLE ENGINEERING CORPORATION District's Consulting Engi)eer ~ Ll, o'/ SD00155700 DA TE JOB. NUMBER NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DA TE CITY OF CARLSBAD FIRE DEPARTMENT REQU IREMENTS NO. OF F.H.(S) 1 F. FLOW 1500 G.P.M. OUT OF 1 F.H. BLDG. YES NO ....... F. FLOW G.P.M. fl::E>+&c,-1-~b ( i ';/i"),/otj . , -. / I -; ·-• ~ / ~ ., , --:c ' • ,, -i~-~ ' ~ \r 4 I "" I. _,_ ii;;~)· ' , 1 I ' I:,, I '~ ~ I. ~ :.. ' I ~ ~ ,_ -12 ·= 11 llll--10. c'' 2 9 8 14 I~ .. - ,,-, " ~ C,. ·~ ~ "' -~ ,·' ·' .~i -, < ~ } / . , I' . . SHEET INDEX ~ ~ ' ~ ... , ' L. I ~ ~ I,, 7 / ~" ' ' ~--"' '-._ ·, --.-151. ~ z - " . '. I Cl -; 7 ' ' • - I -'..k:'.... f---, /_ ' -'------' -· I -- b E V-AN=r-E s =r-Ree:r -. -.---.,..., ...... -' ' -, I'--.. I'-_ FUTURE D/W SHEET INDEX MAP SCALE: 1 " = 50' CI T Y OF 0 ~ CAFILSBJ-\D LEVANTE STREET i LEUCADIA BLVD. OLIVENHAIN ROAD CITY OF FNCINITAS VICINITY MAP NO SCALE NOTE (I) / ~ j ... -_____,,. ~~ . I_J I j ·11 \: CITY OF SAN JIJJAF/COS N -6D- I T~OS. BROS. PG. 1147 (J2) I I I ! SHT. NO. DESCRIPTION THE PRIVATE ROAD (SURFACE IMPROVEMENTS) SHOWN WITHIN 1. IMPROVEMENT TITILE/NOTES 2. NOTIES/ DETAILS LOT 13 SHALL BE MAINTAINED BY THE HOME OWNERS ASSOCIATION PER CT 02-25 (PAVING, CURB, GUTTER, SIDEWALK, STREET LIGHTS, SIGNAGE, STRIPING, ETC.) 3. NOTIES/ DETAILS 4. IMPROVEMENT PLAN SHEET 5. IMPROVEMENT PLAN SHEET REFERENCE DRAWINGS TM 3036 416-lA LEVANTIE IMPROVEMENTS ON-SITIE GRADING PLAN SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED FROM A FIELD SURVEY PERFORMED BY SNIPES-DYE ASSOCIA TIES, DA TIED JUNE, 2002. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATIED 'MTHIN ASSESSOR'S PARCEL NUMBERS 233-170-21 & 22 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 334, E 1695 BENCH MARK DESCRIPTION: 3" BRASS DISC STAMPED "CITY OF CARLSBAD AERIAL CONTROL LS 4324" LOCATION: LA COSTA AVENUE, APPROX. 280 FT. WEST OF INTER. -=~~~~~~~~~=--='--''--C='-"--WI TH ROMERIA STREET. OLl!/ENHAIN MU!tllt!PAL UATER Dl.5TR/t.,,T APPR0VEO ''AS·BUIL T" -~11:; ~-< ;. ff. {) t.o ue'Ol:C.E I !VEST, R..lc. f8t353 PATE 6/2/,//)1, 501/ l;z\ wATER 0/5.TR/t:T "A5 ·!3UILT:5" ~ S04 /1\ _g,g;_a,IW Fl!AAIS INITIAL ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLO'MNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTIED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 5422, 5423 & 5424 DA TIED JUNE 18, 2003. 5. THE STANDARD SPECIFI CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOSOILS, INC. DATED AUGUST 5, 2003. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N A 9. EN~RONMENTAL APPROVAL DOCUMENTS DATED CA TIEG. EXEMPT 10. STORM WATIER MANAGEMENT PLAN PREPARED BY: SNIPES-DYE ASSOCIATIES, DA TIED JANUARY 6, 2004. 11. LEUCADIA WASTEWATER DISTRICT STANDARD SPECIFICATIONS AND PLANS (CURRENT ADDITION). 12. OLIVENHAIN MUN[CIPAL WATER DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS (MARCH 1997) FOR THE CONSTRUCTION OF WATER MAIN AND FACILITIES. 13. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY: SNIPES-DYE ASSOCIATES DATED JANUARY 13 , 2004 (WD ID NO. 937C325474). L EGEND SDRSD NO. DESCRIPTION (UNLESS OTHERWISE NOTED) SYMBOL EXISTING CONTOUR......................................... ___ "90 __ PROPOSED CONTOUR . . . . . . • . . . . . . . • . . • • . . . • . . .. • . . • . • • • . . . • • . --290 - - PROPOSED SPOT ELEV A TI ON . . . . . . . • . . • . . . . • . . • • • . . • . . . • • . • • • . ~ EXISTING SPOT ELEVATION.................................. , l'JG DIRECTION OF DRAINAGE ( 1% MIN.) ......................... . A.C. PAVEMENT AND BASE ........... SEE PAVEMENT NOTES .... . SAWCUT AND TRENCH RESURFACING (TYPE A) .... G-24........... l'.ZZZZZ,J coNcRETE s rnEwALK ..........•...•..•....... G-7............ 1:,;;-r-'):,v~n1 BUILDING PERIMETER ....•.......••.•...•................... 6" CONCRETE ROLLED CURB ................... DETAIL SHT. 2 .. 6" CONCRETE CURB ......•...........•....... G-1 .....•....•. 6" CONCRETE CURB AND GUTTER ......• , ....... G-2 .........•.. 8" PVC WATER MAIN C 900 CL150 .......... OMWD E-3. 1.. •. . . . . --W-- 1" WATER SERVICE ..............•.•.•.... OMWD 8-1. 1........ f----o---@ 1 " I RR I GA TI ON SERVI CE ......•...•....... OMWD B-1 . 1 . . . . . . . . f----o--(D FIRE HYDRANT ASSEMBLY ......•...•.... OMWD C-1.1, E-1.4 .... f&---+- 2" BLOW-OFF ASSEMBLY ................... OMWD A-1.1........ f-----4) 2" MANUAL AIR RELEASE ASSEMBLY ......... OMWD A-2.3........ f----0 8" GATE VALVE (FLG. X PO) .........•.... OMWD D-2.2........ 0 END CAP ASSEMBLY ....................... OMWD D-3.3........ f---• 8" SEWER MAIN ..........•............. LWD S-11 , S-12 ..... . SEWER MANHOLE ......•..••..••..•..... LWD S-3, S-4, S-5 ... . SEWER LATERAL ..........•...•...•..... LWD S-17, S-18 ....•. SEWER CLEANOUT .......................... LWD S-8 ........•. PEDESTRIAN RAMP (TYPE A) .................. G-27 .......... . PEDESTRIAN RAMP (TYPE 8) ...........•...... G-27 .........•. ALLEY TYPE DRIVEWAY ....................... GS-20* ........ . CONCRETE CROSS-GUTTER (MODIFIED ) .......... G-12 .....•..... STREET LIGHTS (PRIVATE) ................................•. STREET NAME SIGN ...........•...•....... , . SDM-102 ...•....• PROTECT! ON POSTS ..........••..••..•••..... W-16 ....••...•. * CITY OF CARLSBAD --- --0\--- ---(s) ~ ~ ~ * + • QUANTITY 8745 S.F. 30 L.F. 2200 S.F. 760 L.F. 125 L .F. 15 L.F. 421 L .F. 12 EA. 1 EA. EA . 2 EA. 3 EA. 3 EA. 2 EA . 418 L.F. 2 EA. 12 EA. 14 EA. EA. EA . 1050 S.F. 300 S .F. 3 EA. 2 EA. 2 EA . I SH~ET I CfTY OF CA RLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: NORTHPARK AT L A COSTA PAIVA TE RO AD AND PU BLIC U TILITIES APPROVED: LLOYD B. HUBBS.0,1:' ~JI' ~.u;:.,,-~ 'd7&>'7' CITY ENGi ~ PE 23 ~ES 12 /31 /05 DATE OWN BY: TCT I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: e,s.:r- OTHER APPROVAL CITY APPROVAL RVWD BY: JLf'. CT 02-25 416-1 -STE HEN L. DEERING, RCE 514 DATE -· i,.,-.._ fL __________________________________ ..l...:L!WD~D~l~S.!_TR~l::;C.!,_T_!E;;:N:_:G:!IN~E;;:E;!:R:....._,:f->],'f:.,:·:.:_1('....:J~//:._:~::.._ ____ ...l;F~IR~E~M~A~R:,:St' H~A~ilc!;_L_J, _______ ....,!D~A~T!,!;E;...._..l.. __ ,:E,:LIE:_V.:_A.:_Tl_:,O:_:N.:_:· :::1;:0:;9;:.6:;0:;:M::;S:;L::::;:::::::;DA:;TU::;:M:;: :::;:U.:;S;:.C:;. ;:&::;:G;:.S:;. ;:O:;F::1:;9:;29:::;:_ _________ ===-----------------------------------------------_J CAll32 (C5l L 042604 080306 i '· t ~ ~ ~ I i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s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECT I ON. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JO I NTS, LIN I NG, AND COAT I NG. THE PI PE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. JOB MIXING OF CONCRETE !SNOT ALLOWED WITHOUT EXCEPTION. 33. CONCRETE TEST I NG BY L WD WI LL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JO I NTS BETWEEN MH BASE, SHAFT I NG, CONE SECTIONS, AND RI NG SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPL I CANT /CONTRACTORS EXPENSE PR I OR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. ALL MANHOLES WHERE ENTERING PIPE SLOPE IS 5% OR GREATER AND ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC OR POLYURETHANE PROTECTIVE LINING PER SECTION 500-2 OF THE GREEN BOOK AND LWD STANDARDS. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIFICATIONS (JULY 1999 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3, ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5, ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSIONS UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRA'lv1NG M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGN SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POST SHALL BE STEEL PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 4" SEWER LATERAL TABLE SEQ. LOT SEWER I. E. ELEV LATERAL DROP TO I. E. ELEV. LATERAL F. G. ELEV DEPTH NO. NO. STA. AT MAIN LENGTH MAIN AT T. C. SLOPE AT T. C. AT T. C. 1 ( 1; 10+18. 61 282. 70 8. 50' I. 20' 284. 07 2. 0% 289.00 4. 93' 3 ® 10+63. 06 282. 26 8. 50' 1. 20' 284. 39 5. 0% 289.89 5. 50' 5 Q) 11+15.00 281. 74 8. 50' 1. 20' 285. 43 29. 3% 290. 93 5. 50' 7 © 11+53. 06 281. 36 8. 50' I. 20' 286. 19 42. 7% 291. 69 5. 50' 8 ® 11 +98. 22 283. 16 8. 50' I. 20' 287.09 32. 2% 292. 59 5. 50' 10 ® 12+48. 50 285. 60 8. 50' I. 20' 288. 10 15. 3% 293. 60 5. 50' 12 (7] 12+87. 83 287. 52 8. 50' 1. 20' 288. 89 2. 0% 294. 39 5. 50' 11 ® 12+53. 50 285. 85 18. 50' 1. 20' 288. 20 6. 2% 293. 70 5. 50' 9 ® 12+14.06 283. 93 18. 50' 1. 20' 287. 41 12. 3% 292. 91 5. 50' 6 @) 11+20. 00 281. 69 18. 50' 1. 20' 285. 52 14. 2% 291. 02 5. 50' 4 @ 10+81. 76 282. 07 18. 50' I. 20' 284. 76 8. 0% 290.26 5. 50' 2 @ 10+23. 61 282. 65 18. 50' 1. 20' 284. 22 2. 0% 289. 10 4. 88' PAVEMENT NOTES A.C. PAVEMENT AND BASE RECOMMENDATIONS AND THE CITY'S PRIVATE ROAD STANDARDS. GEOSOILS, INC. PRELIMINARY GEOTECHNICAL FOR PRIVATE ROAD ARE PER GEOSO I LS, I NC. THE PRELIMINARY PAVEMENT SECTION FROM INVESTIGATION IS AS FOLLOWS: THE INITIAL PAVEMENT SECTIONS PRESENTED HEREIN ARE BASED ON TEST R-VALUES FOR TYPICAL SITE MATERIALS, TRAFFIC INDICES OF 5, AND THE GUIDELINES PRESENTED IN THE LATEST REVISION TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION "HIGHWAY DESIGN MANUAL," FOURTH EDITION. BASED ON THIS INFORMATION, IT 1:3 LIKELY THAT PAVEMENT SECTIONS WILL VARY FROM 3 INCHES OF A. C. ON 10 INCHES or CLASS 2 AGGREGATE BASE ROCK ( OR EQUIVALENT) TO 4 INCHES OF A. C. ON 7 1/2 INCHES OF CLASS 2 AGGREGATE BASE. FINAL PAVEMENT DESIGNS SHOULD BE BASED UPON ACTUAL R-VALUE TESTING OF MATERIALS EXPOSED AT SUBGRADE ELEVATIONS AT THE CONCLUSION OF EARTHWORK. 38.5' -PROPOSED UTILITY EASEMENT fi'. 24' 10' 12' 12' 4,5' FINISHl GRADE / 5' 3' 1,5' <f 5' 5' ?/ 1.5' FINISH GRADE - . _l.__ ___ ~2~Z ;:;_,,~~ 4 •4 -'1,r4 4 ,44 PROPOSED PRIVATE SIDEWALK rzz;::tz;::::::::~r-L..L..L..t"-L~~t~~-:::,G;2z=·~· z:' 'zi· ~ PROPOSED MODIFIED ROLLED CURB PER DETAIL R/W I 10' I 4.5' 5.5' I - PROPOSED 8" -0 PVC SEWER PROPOSED PRIVATE A.C. PA VE!v'ENT AND BASE PER PRIVATE ROAD STANDARDS Tl=5 ~PROPOSED 8' PVC WATER TYPICAL SECTION -LOT 13 NO SCALE 60' 30' 30' 20' 20' R/W 10' S,5' 4.5' I -I EXISTING? GROUND ---2Z± 2%' (_fJ I 2i± 2%± ------------· --L J7 ~---~---:::-. r-r ::..r --I L--::i=::::==--=====--==::::::[--1 I --\__ EXISTING CONC,_/ [ = = ~ ----\-----= = J EXISTING CURB e GUTTER Ex1~T1NG AC _j CONCRETE (TYPICAL) PAVEMENT 'i,. SIDEWALK BASE (TYPICAL> TYPICAL SECTION -LEVANTE STREET NO SCALE -' " c,, S s1) IIL T" ~\,.~ 8/ZS/c7S" '-\ .... EXP .,:/Je>/47 / , RCE:50477 DATE \EXISTING -~GROUND . ~ I • &72C,7t¥, 50A I".?:, /,/ATER /J/5Tklt:T "l/5-BUILT.5" 11\ JZrr'Qen ~~.s REVIEWED BY: ~ ~,q. 7-::.:. ;;:;. lr;/~, / o.s-INITIAL ·7 REVISION DESCRIPTION ENGINEER OF WORK INSPECTOR DATE 7, (</ IJ{, DATE NOTES• 2·-0· fi'. I 6' ---"--- WEAKENED PLANE JOINT 3' -I" l'-0' I. CONCRETE SI-IALL BE 52O-C-25OO. 2. SEE STANDARD DRAWING G-1O FOR JOINT DETAILS. NOTE• TRANSITION TO START NOT LESS T!-IAN 15' BEYOND END OF CURB MAINTAIN GUTTER GRADE DETAIL -MODIFIED ROLLED CURB NO SCALE ENGINEER OF WORK /. n _1 INITIAL DATE ENGINEER OF WORK !inipe!;-Dye a§§ociate!ii Cillll'(!ngine~r!!i anci lrnd !!iUJVegor!!i 8348 ~CEN'(ER ~RIV STE. G LA MESA, CA 91942 TELE H N ( 619) z-9234 FAX ( 619) 60-2033 , ....... , i .'-,•QIS 3 "L 1 'r \\1LUAM A. SNIPES R.C.E. 504 7 EXPIRES 06-30-05 I SH~ET I CITY OF' CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: NORTHPARK AT LA COST A PRIVATE ROAD AND PUBLIC UTILITIES APPROVED: LLOYD B. HUBBS dt"" & /4 "fff'-~~ ~/4:>o/' CITY ENGINE -.PE 238 EXPIRES 12/31 /05 DATE TCT DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: 0 <-:< OTHER APPROVAL CITY APPROVAL RVWO BY: jl.,f<_ CT 02-25 416-1 J ~L----------------------------------------------------------------------------------------------------------------------------------------------------------------1 CAll32 (C5) I ·1 110605 ' I ' . I ·. ~~~?i~b \ ' I ' \ ./ i '11 , 0 I\,) :z: C) 0 .... +::a, 01 _., O') I _., ~ ~ "' ,'. I I POTABLE WATER NOTES (OMWD) 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PR !OR TO THE DISTRICT APPROVAL DATE ON THESE PLANS DECEMBER 1987. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS, NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY, (DIG ALERT PHONE: 800-227-2600) . 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JO I NT COUPLINGS WITH 4 ° MAX I MUM DEFLECT! ON PER COUPLING ( 2 ° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. ·12. MANUAL A IR RELEASES SHALL BE INST ALL ED AT ALL HIGH PO I NTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS W lTHOUT THE DISTRICT'S PR l OR WRITTEN CONSENT , 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAYE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES, 17, LI NE VALVES, WHERE REQUIRED AT STREET I NTERSECTJ ONS SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT-OF-WAY WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEET THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPEC IF I CA TI ON, 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. FOR ALL APPLICATIONS UTILIZING NON-HEX HEAD BOLTS, INCLUDING, BUT NOT LIM[TED TO, T-BOLTS ON MECHANlCAL JOINT FITTINGS, THE BOLTS AND NUTS SHALL BE COATED WITH A FLUOROPOLYMER CORROSION INHIBITING COATING. THE COATING SYSTEM SHALL BE TRIPAC 2000 BLUE COATING SYSTEM, OR DISTRICT APPROVED EQUAL. THE PROPOSED COATING SYSTEM SHALL BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION IN THE FJELD. THE COATING SYSTEM SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. SEWER SUMMARY TABLE (LWD) MANHOLE ID NUMBER UPS MH PIPE PIPE PIPE SLOPE LOCATION OF MANHOLE (ADDRESS) MANHOLE RIM ELEV. MANHOLE INVERT EL~V MANHOLE DEPTH MANHOLE TYPE NO. OF LINES COMMENTS COORDINATES 1 LENGTH DIAMETER MATERIAL ' UPSTREAM DOWNSTREAM (FEET) (FEET) (FEET) (ANG,STD,DE,DRP,SMT) THROUGH M.H. UPS DOWN X y (FEET) ( INCHES) (%) ADDRESS DESCRIPTION ADDRESS DESCR I PT! ON UPS DOWN UPS DOWN UPS DOWN UPS DOWN UPS DOWN CO.N0.1 TO 10-1725 6258764,50 1974924.60 149.75 8 PVC 1.00 CO.N0.2 TO 10-1725 6259007.09 1975070.44 133,31 8 PVC 4.86 10-1725 TO 10-1723 6258892.84 1975001. 75 135,00 8 PVC 1.00 LAST DOWNSTREAM MANHOLE COORDINATES ARE: X=6258962.39, Y=1974886.05 I \ \ ' 2"BO-\ 8" ?Vt,. ?/?£ , I '\ I/ 8"17.6r. X?O. / I'\ 6;fTE VJL/IE I 8''TA?f'!lvb ~APOLE (ATTACT r!TT!/11/4) --- I EX!5TING 1$"__,,,i -. ' ' . 6, ',, ·.' 4 ' I/ c'. ?/?£ " . ' ''t L, " T!IRU.5T 4 . 8L!Jt./<. ' ' L, ·, '' /2 ' . ' DETAJL-/,JATER.MAIN CONN£{. TltJN N() :SCALE ENGINEER OF WORK ENGINEER OF WORK §nipe!ii-Dye associates ciU'-senginee,;..!!i and.land !!iurveyor!!i 834 C~NTER DR[V~-STE. G~ LA MESA, CA 91942 T PKPNE (619) 6 -9234 .FAX (619 46f-2033 M r>-. , t1C!, 3 -..1.,/ I) IY Vi1LLIAM A, SNIPES R.C.E. 50477 EXPIRES 06-30-05 - 288,43 291. 66 282.79 281. 09 5.64 294.23 291. 66 287,77 281.09 6.46 291. 66 287,96 281. 09 279,74 10.57 2"MARl 10.57 DE (C.O.) 10.57 DE (C.O.) 8.22 STD 8" PVC PIPE 8" FLG. X .0. GATE V VE STD 1 3 STD 1 3 STD 3 3 EXISTING 8" AC PIPE 8" PVC PIPE • PVC PIPE I TRANSITl9N r EXISTING 8° AC PIPE ) COUPLING/ n ' \ \I \ .I ---<t- TRANSITION COUPLING 6' -10" THRUST BLOCK 6' -10' NOTE: FIELD LOCATE TRANSITION COUPLINGS TO PROVIDE MINIMUM 3' CLEARANCE FROM EXISTING AC PIPE JOINT. 3' MIN. (TYP.J DETAIL -WA TERMAIN CONNECTION NO SCALE ()__ 1\" ~BUILT" A. ~ 8ks/4s EXP.~,(!:6)07 j ,. RCE 564--27 DATE ' ' 6/ZC.~ SPA W//TER P/ST/"/,(.T ",4S-BUILT5" 1. l'l,o<,, /,z. REVIEWED,;;: .${).U /1 1<£C(:>~[) P~l5 fu~E ~ /O/Jl/1).t' INITIAL DATE -++---<t--- ' INITIAL DATE INITIAL r ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR (I DATE j I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: NORTHPARK AT LA COST A PRIVATE ROAD AND PUBLIC UTILITIES APPROVED: LLOYD B. HUBBS.DY" &· ,:; ,~ ~~ ¢fa" CITY ENGINEE PE 238 EXPIRES12/31/05 -D~TE OWN BY: TCT PROJECT NO. DRAWING NO, CHKD BY: IL!,:, RVWD BY: .1\..f'-CT 02-25 416-1 J ,;;L-------------------------------------------------------------------------------------------------------------------------' CAll32 (C5) . · 120605 ~i~~~6 ' C ::E (,JG) 0 -.i:::.. (J1 _., 0, I _., ~ i t :, I l TOP OF CURB (1 2' LEFT) CENTERLINE 290- I -- (J) Cll • (.) 'g_ 6.6' [l_<( 0 (.) ' Cll LOI-I-I- t---Z '°'° st -,;-<'lco <'l t--<0{!) N~ N ~ -+ w °' 0--RiN =ffi NN iO V -- (.) (.) (l_ ui 'Z O<l (.) I QCll I- C"-it--(1)-NQC'icq oifi R.gj ---------+----------1---------+-28§·------+-------l-l----l--'Qo.' Q >-' 8"' o.' OQ '° (CJ c;' r---: NO. 3 1 @ ® 6 7 ® ® 10 ) © @ 13) @ NO. 1<1> NO. (D TOP OF C U RB (13.5' RIGHT) 280- 290- + t-- 0 '° -N Cll 6.67 (.) (l_ ' LO I-<O t--st~ "" '1 ~o °' ® el 11- ' (.) I I- <O st "' °' °' 0 <O -N _i ~ 00 <q <'l I PROFILE= CORTE TRADICION SCALE> H<DRIZ. I"• 10' VERT. I'• 4' ~~ -NN N N ----'----------'---2 8§-------'-----------'----.:,_ ____ __,'--_______ ..__ _______ _._ CURB DATA TABLE DELTA/BRO RADIUS LENGTH REMARKS .. . -. I __,, f .._, ,~ . ~ • . ---· --~, ,. --. 6 · 41°54'59" 20.00' 14.63' 6' CONC. ClRB PER G-2 N 36°43'29' W --15.07 6' CONC. ROL.l.ED/G-1 CU?B N 31°00'51" W --53.25' 6' CONC. ROLLED CURB 6 • 90' oo·oo· 8.50' 13.35' .. 6· 67°50'57" 11.76' 13.92' 6' CONC. ROLLED/G-1 CU?B 6· 90"00'00' 8.30' 13.04' 6' CONC. CURB PER G-1 N 31°00'51' W --50.00' .. 6 • 90'00'00' 8 .30' 13.04' .. N 31°00'51" W --1.65' .. 6 · 41°42'27 20.00' 14.56' .. 6 • 48°17'33' 3.00' 2.53' .. N 58°59'09' E --12.69' .. WATER DATA TABLE DELTA/BRG RADIUS LENGTH REMARKS N 31°00' 51' W --115.00' 8' PVC C900 CL -150 SEWER DATA TABLE DELTA/BRG RADIUS LENGTH REMARKS N 31°00' 51' W --135.00' 8' PVC SEWER MAIN ENGINEER OF WORK ENGINEER OF WORK 10+05.00 -CORTE TRADICION- 11+69.75 -CORTE TRADICION INSTALL 8' FLG. X P.O. TEE 2-8" FLG. X P.O. GATE VALVES, 8" ADAPTER. 2" MAR 10•00.00 -CORTE TRADICION- 11+64.75 -CORTE TRADICION 9+95.00 -CORTE TRADICION• 11+59.75 -CORTE TRADICION SMH " 2 (LWD NO. 10-1725) C> "' "" '. 3' . 5' . (TY-P.) I I I I ·• I , I . . . I · · 3'. / 5' I UtYP:l 10 SEE SHEET NO. 5 I I I t--L ___i -- 10 I 5' 12' 12' 5' Slv1H 1'2 (l_ . 4· +':--ft{)--'"-{ s \3· c.o. 2.1;;-C· . ," c- l <( ' l ... ---- -0 'JJ; _:'_ :-~--I·~ ~-7, =@: W 11•427 -PCR . ·. .. I-'291.48-e I-z <( Cll 0 )-:r Ill Cll i[ :0 A.C. PAVEMENT-B AND BASE (TYP.J ( ~~ \ I / ill \ / ~a'° I \ ; ·&<;, \ I 5· I 5' 10.5' -t® ~~~ Ir-og,g, c.o. 10 1-r--'2'~1~--=i=--_,_1_2' _ _,_, 4' --tt<.~----( s 9 CONC. SIDEWALK PER G-7 CTYP.l Ol N PROPOSED PLS LIC UTILITY L-___. AND ACCESS EASE/v'ENT PER FINAL MAP SEE SHEET NO. 5 10 o ~ ro w !inipes-Dye a!li!liociate!li ci11il engineer§ and land §un;eyor5 8348ttENTER DRIVE, STE. G, LA MESA, CA 91942 TELE E (619) 697-/l:!:l±Fl!K (619) 460-2033 \"'"''"",...,..___ I-\ . ~,.µ,;;. ~ ~ { otr REVIEWED£ £ ·•""Z, ~I ~~,___-1~-'----<I 'MLLIAM A. SNI PES R.C.E. 50477 EXPIRES 06-30-05 INSPECTOR 12 -----,_ 7.28" Y.28' l-'-""''--+-.c±,"'--- /PROPOSED GUTTER INITIAL ENGlNEER OF WORK 11 'RIC:.T "Ji5,-f3UILT5" REVISION DESCRIPTION - 60' _ --- ( ~ 1--<( s: cO 7, [<j.olo DATE INITIAL 01\iER APPROVAL -290 -290 -280 I t -t -290 I TOP OF CURB (12' LEFT) C ENTERLI NE TOP OF CURB (1 3.5' RIG HT) ------28§- DA TE INITIAL CITY APPROVAL CENTERLINE INTERSECTION LEVANTE STREET AND LA COST A A VENUE • STATION 10+00.00 NOTE• CONTRACTOR TO POTHOLE EXISTING UTILITIES TO VERIFY LOCATION e DEPT~. ANY DESCEPENCIES SHALL BE BROUGHT TO THE ATTENTION OF T~ ENGINEER OF WORK. EXISTING STREET IMPROVEMENTS PER TM 3036-1 fSHm7 CITY OF CARLSBAD I SHEETS I l_±_j ENGINEERING DEPARTMENT 5 IMPROVEMENT PLANS FOR: NORTHP ARK AT LA COST A PRIVATE ROAD AND PUBLIC UTILITIE S APPROVED: LLOYD B. HUBBS trr ?' ,Ge~ ~~eV'l 23g{XPIRES 12 31 DWN BY: PROJECT NO. CHKD BY: RVWD BY: CT 02-25 ~p,' 05 DATE I DRAWING NO. . 41 6-1 GRAPHIC SCALE I ~L------------------------------------------------------------------------------------------------------------------------------------------------------...J CAll32 (C5) / 120605 ~ oi ' i ~ I TOP OF CURB (12' LEFT) 295- 8 8 6 29G---'-----,1--- 280- , I ◊ I / IL 9 s 0 al I 0 10 ~-~r----1 ' GRAPl-l!C SCALE 0 -o - tQ~ + <O 0 <O -N 20 30 ,-------,, - st .. + °'°' 0 <()(0 -NN + '"''' 0 <O<O -"'"' _8,..._ 0 st ,0 . 0 °''° -NN 6" MODIFIED ROLLED l CURB E GUTTE R PER DETAIL SHT. 2 r;;o o <') I-0 1- st O <'"> . N N 0· <O <') Q\ "-1' ()\ • --; '°oo°' o oo {)\ cO + °' {}\ -NN =NN 8 ·i---FINISl-l GRADE 0 o .... -<00,-..... . + °' 6 ~ AT CENTERLINE -c_;>O-- - - =R, Q~ 2.ooi + °' 0'° -N NO. I ,,-;;,.. I..!:) 3 4 ® 6 7 8 NOTE< SEE SEWER LATERAL DATA TABLE ON Sl-lEET NO. 2 PRIVATE CURB DATA DELTA/BRO RADIUS LENGTH REMARKS N 58°59'09" E --136.70' 6" CONC. ROLLED CURB N 58' 59'09" E --324.39" .. N 3roo·51· w --27.00' .. N 58°59'09" E --20.00' .. N 3roo·5r w --18.00' .. N 58°59'09" E --22.00· .. N 3raa·51· w --18.00' .. N 58'59'09" E --96.80' ~ " __ .:,14;;_9;;::.75.:._:-_a_· _P_VC-+S=E~ o 1.OO'.t SEE PLAN= CORTE TRADICION <PRIVATE STREET) ENGINEER OF WORK ENGINEER OF WORK !inipe§-Dye a!!!i!!!iaciate!!!i c:tv.ijt. englnee.-. and land !fUtveyor!f 834 ENTER DRIVE,~' STE. G, )-A MESA, CA 91942 TEL H E (619) 69 34 FAX (619) 460-2 33 .._..,a,___ · K!. 3 "J. D-'t'° ~LLIAM A. SNIPES R.C.E. 50477 EXPIRES 06-30-05 I l 0 Q" 0 st ,o .~ + °' =N / / __,--- EXISTING GROLI\ID <12' LEFT) EXISTING GROU\JD • CENTERLINE '.5 5Q o_9 900 CL 150 WATER MAIN. 2.ooi Ooi 8" PVC C ___ -.---D; a; oO ~11cl w a: 88 Q!;: Wa, w 0 q .~v 1-0 1-_ _ O 1-0 st i.\< <0 CllO O aj + <O -0 -co ~-tfi,.f,------------,,N co•-.----------~~ - - oO , Q t;-'° -"' .861, ~g"' ~ ~ ="' 8,-_ P;::.v.::.c=.lse __ ~ ~•;;;4~:.------ sfO ,-.. $ ,-.: __ ..;\.::;33_.._31' :.. . -o+_..: +CO -+OR] =~ -1----c.;...:.;.c.- EXISTING GROLND (12' RIGl-lT) PROFILE= CORTE TRADICION SCALE< 1-l(j)RIZ. I"• 10' VERT. I"• 4· 12 2.ooi 0 2.OO'.t I I_ c.a. - 0 0 ..... SHEET NO. 3 WATER DATA TABLE SEWER DAT A TABL E NO. DELTA/BRO RADIUS LENGTH REMARKS NO. DELTA/BRO RADIUS LENGTH REMARKS ,. I) N 58°59'09. E --148.75' 8" PVC C9OO CL-15O (j) N 58°59'09" E --149.75' 8" PVC SEWER 2) N 58° 59'09" E 139.25' " . (J) N 58°59'09" E --133.31' .. --u "~BU IL T" ,---A~~ 8/.?'sµs RCE.5o477 EXP. ~/:!Djtf7 DATE 6/lf./~/, SPA f,,/1/TFR. [)/5TRICT ",45-BU!LT5'' 1/,C't,O 2 REVIEWED K ~ '1 ~t:?J:rC> °PL .... ,::, • OATE INITIAL DATE ---- N c5 z 0 0 ...... 0 st O· + st <') °' -N ~ a: 00 0 ,-: c5 st o· .o <') °' -"' TOP OF CURB (12' LEFT) {ti 1- 295 29 0 I 295 I -.:( . s~ CENTERLINE -----e 0 co i-: 0 "l za wo, ,N -2'8& I INITIAL 0 ' 2 . '° o, Ill Q <'l t--<'l N ,-.. Q\ ...fr--: + "'co ~ (',!(',I 7'.t --- 0 ,ol-- "l 00 ,o CO<'l 0 .. + stst "'°'°' -NN I -280 2.ooi --9 §- -----. TOP OF CURB ~290 (12' RIGHT) I 13 s 7 c.o. -,,c5,g 28f7 z -.:( w 2 o Clio o 11clz o<<!w 0 ;;;:n. ,.!:._. <t ,., <00 / / \ i I I I I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPR OVEMENT PLANS FOR: NORTHP ARK AT LA COST A PRIVATE ROAD AND PUBLIC UTILmES APPROVED : LLOYD B. HUBBS(9'r' &4 •~41.-£-"~ ~?/41'3/ CI TY ENGINEEfs'0E 23889 ~/31 /05 DATE DWN BY: TCT PROJECT NO. CHKD BY: R.>L <·a ....... ~ /0{11 /0.r INSPEC TOR ~ DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: jL,!'; I CT 02-25 I DRAWING NO. 416-1 ~ ~1...------------------------------------------------------------------------------------------------------------------------------------------------' CA\132 (C5J 0426011 .120605 C (J1 ::E 0 C') -(J1 .,l::::a,, ...... O') I ......