Loading...
HomeMy WebLinkAboutDWG 477-9; CT 12-05; LA COSTA RESIDENTIAL; 01-09GENERAL NOTES 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 IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. 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 REVISIONS SHALL BE PROMPTl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER IWLL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE 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-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES ARE IWTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE Hf/ D AT 1HE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT (760) 4J8-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON 1H£ DAY BEFORE; TH£ INSPITTION IS NEED£D INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 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, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON 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 EXCA VAT/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI ISH[D BY TH£ CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WIii CFAS£ IMMfQ/A TEI )'.'. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING · OPERATIONS SHALL BE CONDUCTED ON 'M:EKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES 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 WI.THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS 'M:RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE . POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS 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 LOCA T/ON OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCtiON NEAR THEIR FACILITIES AND SHALL COORD/NA TE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SDG&E (800)660-7J4J PACIFIC BELL (800~892-012J TIME WARNER CABLE (760 4J8-7741 COX COMMUN/CATIONS (760 806-9809 CITY OF CARLSBAD(STREETS ANO STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 "SAN DIEGUITO WATER DISTRICT (760)6JJ-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 "OLIVENHA/N WATER DISTRICT (760)75J-6466 *BUENA SANITATION DISTRICT (760)726-1J40 • AS APPROPRIATE H: \1100 11J6.10 IP 11J6.10 IMP01-0J -1/TLE AND NOTES.dwg 8/28/201J 12: J5: 4fr'P1l ; STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS-- 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 SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLO'M:D. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WlTH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR JS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200J REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION 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 CAL TRANS SPECIF/CATIONS. 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 AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT IWLL 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 INSTALLA T/ON. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTl Y REMOVED BY THE CON.TRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION 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 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 200J REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 1J. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL .DEVICES (FHWA 'S MUTCD 200J REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE 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 OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE COl'<IRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE. SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-J OBJECT MARKER SHALL BE 12"X12" "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF JI ,-r PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CUU~; AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LATITUDE JJ PLANNING AND ENGINEERING ADDRESS: 5J55 MIRA SORRENTO PLACE, SUITE 650 CITY, ST.: SAN DIEGO, CALIFORNIA TELEPHONE: (858) 751-06JJ BY: A <j,-KILGORE R.C.E. NW __ 69_2 __________ _ ,, <~;.\1, DA TE: _ojr,-'-"'_· ··-=:_I:.,,(_3'.__ __ _ REGISTRATION EXPIRATION DATE: EXP. 6-J0-2015 ' LA COSTA RESIDENTIAL LEGAL DESCRIPTION REAL PROPERTY IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALJFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1 AS SHOWN ON THAT C£RTAIN PARCEL MAP 20982 IN TH£ OFFICE RECORDER OF TH£ COUNTY OF S~N DIEGO, STATf OF CALIFORNIA. NEW APN : 223-050-71-00 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTOGRAMMETRY GATHERED ON FEBRUARY 2001 BY O'DA Y CONSULTANTS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. CITY Of OCEANSIDE HIGHWAY 78 GI '"'o ~ CITY Of VISTA PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 22J-050-71-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS BENCH MARK DESCRIPTION: CLSB-010, 'M:LL MONUMENT STAMPED RCE 2J956 PER R.0.S 17271 LOCA T/ON: FD. V.M.D. JOB9 PER R.O.S. 15J76, 'M:LL MONUMENT IN CENTER OF NORTH END OF BULB CUL-DE-SAC OF SIT/0 BAYA. MONUMNET IS IN CENTER OF NORTH END OF BULB CUL-DE-SAC OF SIT/ON BAYA. 250 FT. NORTHERLY OF CALLE GA VANZO, 45 FT. EASTERLY OF A STREET LIGHT RECORDED:~~~~=---------------- ELEVA T/ON: J06.504 FEET DA TUM: NGVD 29 (MEAN SEA LEVEL) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM CCS BJ ZONE 6, EPOCH 1991.J5, GRID BEARING BETWEEN STAT/ON "CLSB-010 & CLSB-011 PER CITY,OF CARLSBAD SURVEY CONTROL NETWORK AS SAID COORDINATES ARE PUBLISHED AND SHOWN ON ROS 17271. I.E. NORTH 57'27'J7" EAST QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED GRID FACTOR AT STAT/ON "CLSB-010" IS 0.999954490. ELEVATION AT STATION "CLSB-010" IS J06.504 (NGVD 29) GRID DISTANCE = GROUND DISTANCE X COMBINED GRID FACTOR. ALL DISTANCES SHOWN ARE GROUND, UNLESS OTHERWISE NOTED. OWNERS/PERMITEES TAYLOR MORRISON OF CA, LLC 8105 /RV/NE CENTER DRIVE, SUITE 1450 /RV/NE, CALIFORNIA 92618 (949) J41-1200 A TORNILLO@TA YLORMORRISON. COM ABBREVIATIONS FH MH SDRSD CBSD TP BP EX HORIZ IE FIRE HYDRANT MANHOLE SAN DIEGO REGIONAL STANDARD DRAWINGS CARLSBAD STANDARD DRAWING ' ~ ROA r;.~<f/;'l~-='-r--_,.- PACIFIC OCEAN AVE CITY Of ENCINITAS PROJECT SITE VICINITY MAP NO SCALE REFERENCE DRAWINGS RANCHO SANTE FE ROAD NORTH RANCHO SANT£ FE ROAD -J68-2 -176-2 VILLAGES OF LA COSTA IMPROVEMENTS -J97-1 VILLAGES OF LA COSTA GRADING J97-1A LA COSTA OAKS SOUTH TEN TAT/VE MAP -CT02-02 LA COSTA TOWN SQUARE COMMERCIAL -409-4 LA COSTA TOWN SQUARE TM -CT01-09 INDEX OF SHEETS 1. TITLE SHEET/NOTES 2. NOTES CONTINUED J. KE"I 1#,P/C~SS S'6CTIONS/D6'.TAI\..S 4. G,IS TA61..6 . 5. RANCHO SANT£ FE ROAD 6. A VEN/DA SORIA 7. C/RCULO RONDA 8. CALLE NERJA & SE'M:R LINE "A" 9. CALLE TAR/FA FG. FS CDS HE/ TOP OF PIPE BOTTOM OF PIPE EXISTING HORIZONTAL INVERT ELEVA T/ON FINISH GRADE FINISH SURFACE CUL-DE-SAC HIGH EFFICIENCY INDUCTION LAMP SIOEWALK OLIVENHAIN MUNICPAL WATER DISTRICT OLIVENHAIN MUNICPAL WATER DISTRICT S/W ARA AIR RELEASE ASSEMBLY POTABLE WATER SYSTEM APPROVAL OMWD WO# 559528 OLIVENHAIN MUNICPAL WATER DISTRICT RECORD PLAN WO# 559528 q~~e.ff~· s--{'Z. ,{8,{ George Pl,Briest, P .E. Engineering Manager PREPARED IN THE OFFICE OF: 7 1 .. . '\~-~ ;/\, .... -~1 '-·· \ . \\:';q I I , · \\\ 11/l-r-1r 1 , \ \'i'. 1, !//!' I ' ,,L\•\ , at'itu d e-"--..1 .. , Date 1 23.15 3-5 · lo RECYCLED WATER SYSTEM APPROVAL OMWD WO# 559528 C1~e.rz.;~ RqE t{i 'e)°5.3 Note: sinnature exnires 2 11ears after date. q,5: 1:3 Date LEUCADIA \VASlEWATERD!STRICT PUBLIC SEWER SYSTEM AP PROV AL lZ~~v;~/2~ _Lwu ;1;;~~ E~/~~bR St-when Deeung. J!.E RCE DATE 2:!_()ff;:. C1LZ<f/1<f flR'vl EXP DAT~ JK /:5\ ADD SToP Sl◊N ' ON CUf=FT " ,J. K. /Z\ REVISE LEGEND, SHEETS r. -~ (Aoo PRIVArF. srRE:ST Li<aHrsl WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED 8 Y THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 6967 DA TED MAY 1 2013 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMEND A T/ONS BY I FIGHTON & ASSOC/A TES INC. PROJECT NO. 0426J1-001 DA TED NOV 16, 2012 7. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED _,.,N/~4~---- 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CHANG CONSULTANTS DA TED MARCH 27. 201J WD/0 NO. 9 J7CJ67185. 10. STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANTS DA TED MAY 20/J SW/AP 1.J OZ 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. DESCRIPTION BOUNDARY LEGEND DWG. NO. SYMBOL LOT LINE LOT NUMBER RIGHT OF WAY EXISTING EASEMENT _(l)_ PROPOSED SEWER OR WATER EASEMENT P.C.C. 6" CURB &: GUTTER P.C.C. 6" CURB P.C.C. ROLLED CURB J' RIBBON GUTTER A.G. PAVING/BASE INTERLOCKING PA VERS EXIST. P. C. C. SIDEWALK 5' WIDE P.C.C. SIDEWALK P.C.C. CROSS GUTTER P.C.C. DRIVEWAY PEDESTRIAN RAMP EXISTING CONTOUR EXISTING WATER LINE EXISTING SEWER LINE EXISTING RECLAIMED WATER LINE EXISTING STORM DRAIN PROPOSED CONTOUR 6" GATE VALVE 8" GATE VALVE 2" WATER SERVICE 1" /RR/GA TION SERVICE 2• RECYCLED WATER SERVICE SDRSD G-2 SDRSD G-1 SDRSD G-4(1'4•1>J:============= SDRSD G-7 CITY GS-12 ff ~LJ·~ G-14B* /I ~ G-27 TYPE "A,• ~ CITY GS-J2 ~ ---W----- ..--RW---- = ::::::::: SD =:~-:-..: _;:@:: ~= --290---- ® , ® ---w--® -,---w--<I) G-V~ ~T AftlO WIC.Al>e SW-SD M-"I ---RW--@ ....-----~;,-· .............. PROPOSED PUBLIC 6" PVC WATER LINE (CL 2J5) PROPOSED PUBLIC 8" PVC WATER LINE (CL 2J5) PROPOSED PUBLIC 8" PVC SEWER LINE PROPOSED SEWER MANHOLE PROPOSED SEWER MANHOLE PROPOSED 2" RECLAIMED WATER LINE STREET LIGHT (5500 PUPIL LUMEN HE/) PROPOSED FIRE HYDRANT PROPOSED 2" BLOW OFF LWD S-J LWD S-4 SDRW-02 E-1*, E-2* C-1.1 A-1.1 A-2.1 ---w--- ---w--- ---s--- 0 0 ...... -II PROPOSED 2" AIR RELEASE ASSY PROPOSED SEWER LATERAL PROPOSED OEEP CUT SEWER LATERAL LWD S-17, S-25 LWD S-18 ® KB *AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS !l.eTAtNINl?WAU.' •. :!DRS/) c-<,, QUANTITY 1,05J LF 22J LF 1,445 LF 180 LF 26,600 SF 6,015 SF 12,570 SF 1,J50 SF 665 SF 2 EA J EA 4 EA J2 EA 1 EA 1 EA 2.. ElA 5J9 LF 6JJ LF 1,260 LF 6 EA 5 EA J EA J EA 2J EA 9 EA •• ,1~ ~-F'. CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS NO. OF F.H.(S)....5_F.FLOW 150D G.P.M. OUT OF _LF.H.(S). -{/,'2..•1$ • BLDG. SPRIN~NO ... f.FLOW.filL_G.P.M. v' ( P.E.~ EXP. &;,J0.20/Z DATE J -·~ Q,f2·Z~3 7e3Pu3~ RE MfSHfL / ( . DATE 1lrit1ro INSPECTOR ' ATE LU CITY OF CARLSBAD I SHgTS I ENGINEERING DEPARTMENT . IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL 'f.z,, •~ ~, ?uu ri-o, TITLE SHEET ~, .. :S:C:'- P 1 an n 1n g and Eng 1n e er in g 5 3 5 5 Mir a !r' or r en t o P I ace, S u it e 6 5'0 San Diego, CA92121 \Z·17·1'~ ('J'\(.) /A !\~PLAC~ ~fl6'.4T I, N'l'MVED Ml ,er'/ 15 ,Z.-13 €,\JP APPROVED~ /26... M: GLEN K. VAN PESKI . • ·_ 1og!t3. ENGINEERING MANAGER PE 41204 EXPIRES 3/31 /15 -ATE TEL. 8 5 8 . 7 5 1 . 0 6 3 3 FAX. 858.751.0634 ' 141>" R,(T,UN1N6W~~~ DWN BY: °B . PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: -A'&; le( CT 11.-0~ 411-t'\ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: :;fl'.: ! ' •• ' ' i ; I ' I I i ' , r,11:\"·1 i /· 1u f J/ d ' LWD SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) ANO THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWO SEWER STANDARDS GOVERN. J. OSHA SAFETY ORDERS ANO OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HA VE A COPY OF THE SEWER NOTES 2. & J. DOCUMENTS ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A" PERIOD OF ONE YEAR AFTER THE DA TE OF FINAL ACCEPTANCE BY LWD ANO SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ANO/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BONO EST/MA TE PURPOSES ONLY. NEITHER THE PR/VA TE ENGINEER NOT LWO GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCT/ON, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENT/NG ALL MATERIALS ANO SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LWO INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS ANO SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION. AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWO PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8, CALIFORNIA AOMINISTRA TIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN ORY EXCAVATIONS ANO TRENCHES. CONTRACTOR SHALL OEWA TER ANO MAINTAIN OEWA TERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT ANO COMPACTION OF BACKFILL MATERIALS IN A ORY STA TE. ALL PIPE ZONE MA TERfAL LOCA TEO IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN OEWA TERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 1.3. THE EXISTENCE ANO LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PR/VA TE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWO DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-41.3J, AS REQUIRED BY STATf-LAW. ALL UTILITY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STA TE, ANO FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY ANO CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR OWGS. WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES ANO SHALL MAKE SUCH RECORD AVAILABLE TO THE PR/VA TE ENGINEER. THE PR/VA TE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE UM/TEO TO J50 FEET, INCLUDING COLLECTORS AND J:A TERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLA TEO AT THE CONCLUSION OF EACH DAY OF WORK. 42. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH ANO RECORD THE MONUMENT CHANGE PER STATE LAW. 2.3. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE ANO ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH L WO STD DWG S-2 ANO WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECF PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2-INCH HIGH "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 ANO SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERM/NA TE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PA VfNG. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED ANO INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, ANO GOA TING. THE PIPE 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. H: \1100\11.36.10\JP\11.36.10 IMPOl-0.3 -TITLE ANO NOTES.dwg 9/10/201J 8:05:41 AM JO. J2. JJ. J4. J5. .36. J7. .38. J9. 40. 41. 42. 4.3. 44. 45. LWD SEWER NOTES CONTINUED 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 MANUFACTURER. SEWER PIPE ZONE ANO TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS 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. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HA VE 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. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND J) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. ALL SEWERS ANO LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, ANO TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWO. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES ANO UTILITY LATERALS. ALL SEWERS ANO LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PA \/ING. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-/NCH DIAMETER PER LWD STD OWG S-J. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER LWD STD DWG S-4. ALL NEW MH'S SHALL BE LINED WITH AN fNTEGRALL Y LOCKING PVC (T-LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MOD/FICA T/ONS SHALL BE PROVIDED WITH URETHANE OR EPOXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T-LOCK, URETHANE, AND EPOXY LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK. MAXIMUM DEPTH OF SEWER FOR SDRJ5 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCT/ON. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK-SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE-FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETEO PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN ENO PIPE SPOOLS MATCH/NG THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-J2. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 46. FOR CONNECTION OF PLAIN END TO PLAIN ENO PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 47. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAG INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAG INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCH/NG INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT $/OE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A5J6, GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPOXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER ANO SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE J16 STAINLESS STEEL. CONSTRUCTION NOTES 1. DEVELOPER SHALL PROVIDE A MINIMUM 48 HOUR NOT/FICA TION TO THE CITY OF CARLSBAD PARKS DIVISION REGARDING ANY USE OF THE OLD RANCHO SANTA FE ROAD PUBLIC TRAIL FOR CONSTRUCTION ACTIVITIES INCLUDING, BUT NOT LIMITED TO, ACCESS TO OVERHEAD AND UNDERGROUND UTILITIES WITHIN THE PUBLIC TRAIL RIGHT-OF-WAY. NOTIFICATION ON SUCH MATTERS SHALL BE MADE BY CONTACTING MICHAEL BLISS, PARKS SUPERVISOR AT (760) 4.34-2985, OR BY CONTACTING THE PARKS MAINTENANCE DIVISION OFFICE AT (760) 4J4-2824, 1166 CARLSBAD VILLAGE DRIVE, CALRSBAD, CA 92008. 2. PRIOR TO ANY CONSTRUCTION ACTIVITIES COMMENCING WITHIN ANY PORTION OF THE OLD RANCHO SANTA FE ROAD PUBLIC TRAIL RIGHT-OF-WAY, DEVELOPER SHALL CLOSE THE TRAIi. AND PROVIDE FOR TRAIL CLOSURE SIGNAGE AT THE OLD RANCHO SANTA FE ROAD TRAILHEADS LOCATED AT CADENCIA STREET (NORTHERLY END OF TRA/LHEAD) AND AT LA COSTA A VENUE (SOUTHERLY END OF TRAILHEAD). OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER SYSTEM NOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIF/CA T/ONS AND ORA WINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HA VE A COPY OF THE STANDARD SPECIF/CATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTAL$ (SHOP ORA WINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. J. 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 CONSTRUCT/ON BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIF/CA T/ONS THE APPROPRIATE BURIED UTILITY WARNING AND /DENT/FICA TION 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 JS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4 • MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX ANO 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. 1J. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A J/4-/NCH 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 WITHOUT THE DISTRICT-S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR /RR/GA TION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR /NDUS'.r//AL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. ,6' CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLA T/ON OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIF/CA T/ONS, 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 CONSTRUC110N 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) ANO APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIF/CATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIF/CATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCT/ON VER/FICA TION OF THE LOCA T/ON AND ELEVA T/ON OF PIPES AND APPURTENANCES. 2.3. 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. ALL /RR/GA TION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PRE\1/0USL Y APPROVED IN WRITING BY THE DISTRICT. 25. ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIF/CATIONS. A; I \ \"~ ~-/ I I \~\, ff/// / I I \~ i:~ t ~tu d e\_i~¾ GENERAL RECYCLED WATER SYSTEM NOTES REQUIRED FOR SUBDMSION IMPROVEMENT PLANS 1. THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR RECLAIMED AND NON-POTABLE WATER SERVICE OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, ORDINANCE NO. 175, DATED MARCH 1989, AND ALL SUBSEQUENT AMENDMENTS. 2. RECYCLED 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 SPECIF/CA T/ONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANSOECEMBER 1987. CONTRACTOR SHALL HAVE A COPY OF THE OMWD STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. J. THE SUBMISSION AND REVIEW OF ALL SUBMITTAL$ (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE OMWD STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 4. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURA T/ON 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. 5. CONTRACTOR SHALL COORD/NA TE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCI/EDULED ON A MONDAY OR FRIDAY. 6. 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. 7. 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. 8. 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. 9. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. 10. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE OMWD STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 11. RECYCLED WATER MAIN SHALL BE PURPLE PVC PIPE AWWA C 900, WITH TWO CONTINUOUS METALLIC TAPE STRIPS, STAMPED "RECYCLED WATER." STRIPS SHALL BE SET AT TOP OF PIPE AND AT 24" ABOVE THE PIPE. 12. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 66-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 1J. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4" MAXIMUM DEFLECTION PER COUPLING (2" PER JOINT). NO BENO/NG (CURVING) OF PIPE SHALL BE PERMITTED. 14. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. MANUAL AIR RELEASES AND BLOW-OFFS SHALL BE LOCATED BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. 15. INSTALL RECYCLED WATER SERVICE(S) IN ACCORDANCE WITH SIZE(S) DEFINED ON THE DRAWINGS. LOCA T/ONS OF RECYCLED WATER METERS ARE SUBJECT TO APPROVAL BY DISTRICT'S INSPECTOR. J/4-/NCH HIGH LETTERS "RW" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL RECYCLED WATER SERVICE CROSSINGS. 16. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 17. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 18. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 19. ALL DESIGN CHANGES TO THE RECYCLED WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTA11VE IN WRITING PRIOR TO CONSTRUCT/ON ANO ACCEPTANCE OF THE CHANGE. 20. THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWO STANDARD SPECIF/CATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCT/ON VER/FICA TION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 22. 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. 2J. ALL /RR/GA TION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 'LEUCADIA WASTEWATER DISTIUC_y Pu~,L~/Jt!J:fil:~1AL APPROV ~1 ,. NG!NEF.R Sleph7" R~L~E ,,ru,.Jv'l EXP D; no;. .. " AS B U I LT" ll,2•15 DATE RE l•AMCn 'f: A :-11;~ ,'J 1 ~ 1/,-z-/l~ INSPECTOR 1 1iJA TE Planning and Engineering 5 3 5 5 Mir a S' o r r en t o PI ace, S u it e 6 SU San Diego, CA 9 2 1 2 I fsiW17 CITY OF CARLSBAD I SHEETS I f-------+----------------i-----r--;---,---, ~ ENGINEERING DEPARTMENT 9 1-----+-----------------j---t---i---,-----i I TEL. 8 5 8 . 7 5 1 . 0 6 3 3 FAX. 8 5 8 . 7 5 1 . 0 6 3 4 J{if-ct:faa· R 0. 46692 ~•l0o13 DATE REGISTRATION EXPIRES 6 .30 2015 /1\ INITIAL ENGINEER OF WORK REVISION DESCRIPTION IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 NOTES CONTINUED APPROVED:/,//,, ...,/,,, ! ./2 ./ GLEN K. VAN PESKI ¢..bl ,A'. ~ 1:U<· _Jgl!A~s- ENGINEERINGMANAGER PE 41204 EXPIRES 3/31/15 DATE DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ]18_ I PROJECT NO. I DRAWING NO. CHKD BY: Aff(fit: CT 12-05 477-9 RVWD BY: dtt i ' C N :E OG) "T1 .l=a, ...... ~ ...... I ~ 0.5' ' . ~i-· .\"' SCALE.· If_ /" -100' 28' 11' 5' 5.5' 2% -·;· .. :•-. 11 '. ·. 56 77' q_ 2% -. 6"' TYP. I-1.5' UNDERCUT- .c.c. WALK, 4• p SIDE TYP. - I I PRIVATEO STORM:_] DRAIN 11.5' PUBLICJ SEWER If_ 28' 17' 11' ~ 5.5' 5' 0.5' ..J &! a V \ 2% 2% -,. <·7 -.. ' . '. I ~-1-r. ·.·· .. < > ' I :;LPUB_~ 6" TYP 11' & GU 4• AC PAV/ WATER E "G" CURB TTER PER SDRSD G-2, NG O\/£R 12" CLASS 2 AGGREGATE BASE (TO BE DETERMINED BY R-VALUE; SEE STREET NOTE 1) \;! ::J A VEN/DA SORIA (PVT) 1' &! a T.I = 6.0 NO SCALE ~ ' - . 4 t, ~ .. I '," ·A ..,_ • I> • ~ 2 1 1" I I <·7 . ~-1-r. I ');,\ ~~i,- TYP. 1' :,., I 1 " •· 4, • '4 JO' 12.5' 1' 11.5' ~ ..J J' ~ q_ I 2% - 1. 5' 11' UNDERCUT PUBLIC J SEWER --l.WD MH Ck16220 '-,.-'' . - R/W 12' -r-CL PER CITY OF CAR!Si?AO ONG. NO. 368-2 ,-2-'_P_ED_E_S_TR_IA11_ N~ES_M_T._. ______ 53_-· ________ 1 ___ _ 10' t-;---:-:----i-----5' 7' 4" P. C. C. SIDEWALK 44' RANCHO SANTA FE ROAD SOUTH OF PROPERTY -PER DWG NO. 368-2 & 409-4 NO SCALE VARIES 24', 25''* 44' '/0' - 4" P.C.C. If_ 24' 12' 12· R/W r . 10· 20· C 0 SEWER _ _i EXISTING PASEO LUPINO NO SCALE r, /11/ -----j 4_5' 6" r'(P[ "G" CU,98 & GUTTER C_T TO EXISTING 12· 12', 13'** 12.5' 11.5' 1' ~ ..J 5' &! a 2% 2% --. , _ _.-, _._.: ... : . 0 L PUBLIC WATER J' 1' 11.5' 10.5', 11.5' .. 1.5' ~ 3 J' &! a q_ I I J' WIDE VALLEY GUTTER 1.5' UNDERCUT- 7' 2' PUBLICJ SEWER PR/VA TE 9 ,,,0 STORM_J/ DRAIN 2% - 9' J' VARIES 16.5', 44' ; 6" CURB PER SDRSD G-1 ~-4" AC PAVING OVER 6" CLASS 2 AGGREGATE BASE (TO BE DETERMINED BY R-VALUE; SEE STREET NOTE 1) ~-PUBLIC WATER 4" MOD, TYPE B ROLLED CURB & GUTTER PER DTL. 2 (TYP.) •• CALLE NERJA, STA 11+71.JJ TO STA 11+90.00 CALLE NERJA (PVT) T.I = 5,0 NO SCALE 1' If_ ~ ..J CD ~ <J VARIES 24', 25''* 12' 12', 1J' .. 11' 11.5', 12.5'•• q_ 2% 2% - If_ 0.5' ~ ..J I I I "'~-i-- 1 ?:·' 11' 11' 1' J' q_ I 2% 2% 1.5' UNDERCUT I' TYP. 2' J' \_ g_J' l.7' PUBLIC 4" AC PAVING O\/£R 6" CLASS 2 PUBLICJ-~--e--...+-~--WATER AGGREGATE BASE (TO BE DETERMINED SEWER PRIVATE 9 )l BY R-VALUE; SEE STREET NOTE 1) STORM_J/ DRAIN CALLE TAR/FA (PVT) T.I = 5.0 NO SCALE 4 2 4 • P. C. C. SIDEWALK ~~~'nr---<,?.,7 Et:= ""-1-r. . 5 UNDERCUT-5 6 PRECAS T RAVERS -"MEGA-BERCERAc"(80mil), CD COLOR: TUSCANA BLEND, MFG. BY BELGARD PAVERS OR EQUAL. AVAIL. FHRU MODERN BUILDER SUPPLY, GREG DRAZIL: 949-254-4692 SAND BEDDING (ASTM C 33) PER MANUF. SPEC. 1" THICK WITH "SAND LOCK" . RA TIO OF "SAND LOCK" TO SAND PER MANUFACTUR[R'S RECOMMENDATIONS. 13' STII.VlTVtz.A\, see. 1'1CN TO ,e,f DE;~INeo '-V Al'TE'lll 'R' '1AW6-1'5$'T'S HA\!Ec' '8~ CC/IJDVQ61J. CONCR[T[ GUTTER PER STR[[T IMPROVEMENT © PLANS/ 12" W/0[ CONCRETE BAND @ A.C. @ COMPACTfD SUBGRADE © 20 MIL HOPE LINER W/2" L\YER OF SAND 1 ~-4" MOD. TYPE B ROLLED CURB & GUTTER PER DTL. 2 (TYP.) 4 • MOD. TYPE B ROLLED CURB & GUTTER PER DTL. 2 (TYP.) 7' 9' -- 6" TYPE "G" CURB & GUTTER PER SDRSD G-2 4" AC PAVING O\/£R 6" *BASE MATERIAL TO DRAIN TO 2" P[RFORA TED PIPE AND CONNECT TO TRENCH DRAIN CLASS 2 AGGREGATE BASE (TO BE DETERMINED BY R-VALUE; SEE STREET NOTE 1) DETAIL 1: PAVERS C/RCULO RONDA (PVT) --4" AC PAVING OVER 6" CLASS 2 AGGREGATE BASE (TO BE DETERMINED BY R-VALUE; SEE STREET NOTE 1) PUBLICJ SEWER PR/VA TE 9 } STORM_J/ DRAIN --PUBLIC T.1=6.0 NO SCALE I ' • _. ~ I> ' -"' I " h T.I = 5,0 NO SCALE •• CALLE NERJA, STA 11+71.JJ TO STA 11+90.00 CALLE NERJA (PVT) T.I. = 5.0 NO SCALE WATER "AS BUil T" ---...EUCADIA WASTEWATERDISTRIC'J/ tt,z~,~ DETAIL 2: MOD. TYPE B ROLLED CURB PER SDRSD G-4 APPROV, .HY: LIVD DISTl,H.:::' .1 -GJNEF( ~U~F~AL p ?~EXP. C6.~-2Ptl DATE NO SCALE R/W 't-1_~5~• ----~5~---i R/W I ~~ '-" I PROPOSED FILL EXISTING GUARD POST\ I _ s ' ___£_ \: I~ /EXISTING RANCHO SANTA FE ROAD "'-1.5% "<,, \" ~ (_~ /EXISTING RANCHO SANTA FE ROAD MATCH @ EXISTING---_:::;,µ•'.:: 1;~-~--5•t"c::'.'-,,,l:""s:1~. ~--~i~;"! _/_ _ MATCH @ EXISTING----- 1.8% [ XISTING 2: 1 SLOPE I \. , EXISTING I L -1 --2: 1 SLOPE I 5' SIDEWALK ~ -"' PEF/ RSD G-7 "-. EXISTING CURB I~ ~ ----___ ..,,. -----.--=..:,_:...,_~.--.• --. .,. ~-~-------\___ 5' SIDEWALK SECT/ONA AND GUTTER ~ PER RSD G-7 175-48 TO 176+07 178+19 TO 183+22 NO SCALE H: \1100\1136.10\IP\1136.10 IMP04 -XSECTIONS.dwg 9/10/2013 7:42:29 ~M SECTION B 176+07 TO 178+19 NO SCALE I c-,---. ~ -~ EXISTING CURB AND GUTTER ¥, I lq -No. 4/i692 ~ 6-J0-21115 ~ at 1t u P 1 a 11 n 111 g a n d E 11 g 1n e er in g 5 3 5 5 IVIir a S' or r en t o P I ace, S u it e 6 5\l S an Diego, CA 9 2 1 2 1 TEL. 8 5 8 . 7 5 1 . 0 6 3 3 FAX. 8 5 8 . 7 5 l . 0 6 3 4 -A_'8 ~~M~~692 ! '?·<O·l! ' ,,, '•' DA TE REGISTRATION EXPIRES 6-30-2015 DATE INITIAL ENGINEER OF WORK R YEVffiD \\-Stephe17 R~E ~ 1/rz./1w V ' ..... , l \ -. A EXPD~ -_Fl.-iv1 INSPECTOR 'DATE I SH3T I CITY OF CARLSBAD I SH9TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 STREET SECTIONS APPROVED: LI/. y'7/4..JU,· GLEN K. VAN PESKI ajA3 , ENGINEERING (1ANAGER PE 41204 EXPIRES 3/31 /15 DATE /1' DWN BY: ' I I DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: Atts r,<.. CT 12-05 REVISION DESCRIPTION RVWD BY:..!~ 477-9 OTHER APPROVAL Cl1Y APPROVAL 10-16670 TO 10-16650 6260795.6484 1976093.9739 348.87 8 PVC 2.00% 10-16660 TO 10-16650 6260924.1257 1975773.1932 69.27 8 PVC 2.80% 10-16650 TO 10-16640 6260855.7841 1975750.4216 211.95 8 PVC 2.00% 10-16640 TO 10-16610 6260643.4110 1975718.4344 58.81 8 PVC 2.00% 10-16630 TO 10-16620 6260757.3309 1975975.6009 241.96 8 PVC 3.66% 10-16620 TO 10-16610 6260598.7847 1975788.8700 30.1 8 PVC 4.22% 10-16610 TO 10-16600 6260594.3727 1975756.0626 65.21 8 PVC 2.00% 10-16600 TO 10-16590 6260536.1204 1975720.5771 144.7 4 8 PVC 2.00% 10-16590 TO 10-16580 6260446. 1928 1975603.3637 66.49 8 PVC 14.26% 10-16580 TO 10-16570 6260461.6610 1975535.6149 25 8 PVC 15. 70% 10-16570 TO 6260467.8934 1975508.3173 SEWER LATERAL TABLE STREET STATION OF INVERT AT LENGTH OF DROP TO LATERAL ELEV. LATERAL GROUND DEPTH SEQ. NO LOT NO. LATERAL AT MAIN MAIN IE LATERAL MAIN AT PL IE SLOPE% ELEV. AT PL BELOW PL TO IE 1 1 10+98.30 369.13 38.55 1.2 373.87 9.69% 379.37 5.5 1 2 11+56.45 367.49 31.96 1.2 374.99 21.03% 380.49 -5.5 2 3 11+93.23 366.75 31.55 1.2 374.48 22.10% 379.98 5.5 2 4 12+38.77 365.85 32 1.2 373.59 21.80% 379.09 5.5 2 5 12+85.77 364.91 32 1.2 372.65 21.80% 378.15 5.5 2 6 13+58.77 363.45 32 1.2 370.75 20.33% 376.25 5.5 3 7 13+70.50 363.15 45.32 1.2 369.87 12.74% 375.37 5.5 4 14 10+00.61 361.06 10.32 5 368.24 26.20% 373.74 5.5 5 8 10+40.28 360.23 45.54 1.2 370.7 21.29% 376.2 5.5 5 11 11+46.69 357.98 5 8.5 366.9 14.00% 372.4 5.5 5 12 10+99.68 358.93 5 8 367.37 14.67% 372.87 5.5 5 13 10+28.27 360.37 4.66 7.5 368.05 6.77% 373.55 5.5 6 9 11+77.51 355.75 19.97 3.5 365.87 36.84% 371.37 5.5 6 10 11+72.59 356.86 12.53 6.5 366.55 30.29% 372.05 5.5 7 8 15 9+27.48 363.79 12.76 3.5 370.24 27.42% 375.74 5.5 8 16 8+98.42 364.87 14.5 2.2 371.27 33.60% 376.77 5.5 8 17 8+51.42 366.62 14.5 1.2 371.62 30.40% 377.12 5.5 8 18 7+87.42 369 14.5 1.2 372.58 19.04% 378.08 5.5 8 19 7+57.42 369.77 14.5 1.2 373.06 16.72% 378.56 5.5 8 20 7+01.84 372.18 13.55 1.2 374.52 9.87% 380.02 5.5 8 29 7+28.58 371.18 15.5 1.2 373.51 8.37% 379.01 5.5 8 30 7+97.58 368.45 15.5 1.2 372.33 19.85% 377.83 5.5 8 31 8+27.58 367.5 15.5 1.2 371.88 23.56% 377.38 5.5 8 32 8+93.42 364.89 15.5 2 370.71 28.30% 376.21 5.5 9 25 6+32.46 37~.17 18.56 1.2 376.98 21.80% 382.48 5.5 9 26 5+85.04 371.28 20.5 1.2 376.66 22.59% 382.16 5.5 9 27 5+55.04 370.63 20.5 1.2 376.33 24.32% 381.83 5.5 9 28 4+53.43 368.33 20.5 1.2 375.24 30.86% 380.74 5.5 10 21 10+65.32 373.43 15.14 1.2 377.1 18.80% 382.6 5.5 10 22 11+20.26 374.53 17.28 1.2 377.11 9.03% 382.61 5.5 10 23 10+73.26 373.59 19.92 1.2 378.08 18.36% 383.58 5.5 10 24 10+52.78 373.21 20.58 1.2 378.27 20.78% 383.77 5.5 382.34 380.30 374.63 367.65 7.71 12.65 STD 377.96 380.30 369.57 367.65 8.39 12.65 STD 380.30 375.62 367.55 363.31 12.75 12_3·/ STD 375.62 373.77 363.21 362.03 12.41 11.74 STD 380.07 375.05 372.33 363.42 7.74 11.63 STD 375.05 373.77 363.3 362.03 11. 75 11.74 STD 373.77 373.42 361.83 360.53 11.94 12.89 STD 373.42 371.99 360.43 357.54 12.99 14.45 STD 371.99 358.01 357.44 348.06 14.55 9.95 STD 358.01 358.10 347.96 343.8 10.05 14.3 STD 358.10 343.8 14.3 STD PAD ELEV. UPSTREAM BACKWATER FT. MH RIM ELEV. VALVE REQ'D REMARKS 382 377.96 382 380.3 381 380.3 380 380.3 YES 379 380.3 YES 378.2 380.3 YES 377.2 375.62 DEEP CUT SEWER LATERAL, 375.6 373.77 S-18 376.2 373.42 DEEP CUT SEWER LATERAL, 374.2 373.42 5-18 DEEP CUT SEWER LATERAL, 374.5 373.42 S-18 DEEP CUT SEWER LATERAL, 374.8 373.42 5-18 DEEP CUT SEWER LATERAL, 369.7 371.99 YES S-18 DEEP CUT SEWER LATERAL, 373.7 371.99 S-18 DEEP CUT SEWER LATERAL, 376.6 380.07 YES S-18 DEEP CUT SEWER LATERAL, 377.8 380.07 YES S-18 378.3 380.07 YES 379.2 380.07 YES 380.1 380.07 YES 381.1 380.07 380.8 380.07 379.8 380.07 YES 378.8 380.07 YES DEEP CUT SEWER LATERAL, 378.5 380.07 YES S-18 384.8 383.16 383.8 383.16 383.2 383.16 YES 382.8 383.16 YES 382.5 382.4 383.5 382.4 384 382.4 384.6 382.4 STD 1 2 STD 1 2 STD 2 1 STD 1 2 STD 1 1 STD 1 2 STD 2 1 STD 1 1 STD 1 1 STD 2 2 I Pt+--+---1 · '/ / __ I~--+---+---' J// 1 I at It U Planning and Engineering 5 3 5 5 Mir a ~or rent o PI ace, Su it e 6 5'"ll San Diego, CA92121 TEL. 858.751.0633 f AX. 8 5 8 . 7 5 I . 0 6 3 4 DATE REGISTRATION EXPIRES 6-30-2015 SIGNING AND STRIPING GENERAL NOTES 1. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION), THE CAL TRANS STANDARD PLANS AND SPECIF/CATIONS (LA TEST VERSION). THESE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING /S SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL PERMANENT SIGN AGE SHALL BE REFLECTIVE PER ASTM DESIGNATION 04956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. R1-1 "STOP'; R1-2 "YIELD'; R2-1 'SPEED LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A 't/KE .NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPJL Y REMOVED '3Y THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. PREFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE. 13. SIZE OF SIGNS SHALL BE BASE UPON THE RECOMMENDED SIGN SIZES FOUND IN THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED. 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 15. WHEN A SIGN /S ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. ' 18. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MUTCD AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 19. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON STREETS WITH A SPEED LIMIT OF 25 MPH OR LESS SHALL BE 4" UPPER CASE AND J" LOWER CASE. LETTERING ON ALL OTHER GROUND-MOUNTED STREET NAME SIGNS 6" UPPER CASE AND 4.5" LOWER CASE. LETTERING SHALL BE CLEARVIEW. SUPPLEMENTAL LETTERING SUCH AS SUFFIXES, BLOCK NUMBERS ABO DIRECTION ARROWS SHALL BE AT LEAST J" HIGH. STREET NAME SIGNS FOR PUBLIC STREETS SHALL HA VE WHITE LETTERING ON A GREEN BACKGROUND. STREET NAME SIGNS FOR PR/VA TE STREETS SHALL HA VE BLACK LETTERING ON A WHITE BACKGROUND. 20. STREET NAME SIGN BLANKS SHALL BE FLAT (NON-EXTRUDED) AND STREET NAME POSTS SHALL BE A MINIMUM 12-GAGE, 1 J/4" SQUARE TUBING PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 21. ALL MEDIAN NOSES SHALL AND FLARES SHALL BE PAINTED YELLOW. "AS BU I LT" EXP. 06./t:J.2.o,7 DATE Stephen Deerin{l; INSPECTOR 1-------+------------t---+-----i----+---f I SH4EET I CITY OF CARLSBAD I SHgEETS I :===~=::::::E::N::::Gl::N::::EE:::R=IN=G=D=E=P=AR=TM=E=N=T===--====: IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 GIS TABLE APPROVED~ .i. z4i ~-GLEN K._;.Af)_ ½SKI ENGINEERING MANAGER PE 41204 EXPIRES 3 31 15 ~ INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY· DA PROJECT NO. I DRAWING NO. CHKD BY: AtrZ!I,. CT 12-05 477-9 RVWD SY: Ji'r SEE BELOW LEFT 34 "' "' 0 X CD I CONSTRUCTION NOTES: ® 0 ® ® @) @ @ I d 2" RECYCLED WA7FR SERVICE W/2" ME7FR PER OMWD STANDARD DWG 8-1.5 5' WIDE CONCRE7F SIDEWALK PER SDRSD G-7. SAWCUT AND REMOVE SIDEWALK TO NEAREST JOINT. POTHOLE AND VERIFY LOCATION AND DEPTH. THRUST BLOCK PER OMWD STANDARD DWG. D-3.3. PEDESTRIAN RAMP PER SDRSD .G-27, CITY GS-32. TRENCH RESURFACING PER CBSD GS-25. I I 14 I ,- y ,q. \ . 374,32 FS C::J DETAIL1 SCALE: 1• = 5' I l --s---S 5.---s--- 11 11 12+00 • . '\ .SRA a I E LWD MHi.7 #10-11]205 C 184~00 368,7 X I I PLAN: RANCHO SANTA FE ROAD 175+48 TO 185+63 SCALE: 1 • = 20 ' -"-',., -I LOT LINE PEDESTRIA: ~=;sir'R~a --;;j,,#,-~~~~_,, __ EASEMENT --ER FM 12-05 0 10 20 40 SCALE: i" = 20' SEE CURB RETURN DETAIL 2, THIS SHEET 80 ~~~-~-~~-~=\ - 376.17FS MATCH EX. LATITUDE 33 PLANNING AND ENGINEERING 5355 MIRA SORRENTO PLACE, SUITE 650 SAN DIEGO, CA 921 21 ..__ •,, . fl0-16210 !:::; \ · \ \ .':j -~-· ""-----E LWD MH ·•. ',",~ (D \ \ ! C-lr:-?'i___ I I .:.,; -;<::::i:-,~:::::---..1----j--;;:--,..:'-""' _ _: #10-16220 , , , . 2'' Vtl-ll7B UMlr'UNt (l'lfERMOPfASTIC "STOP': LS,GP/0 (Tf!ERMbPLAs 11tj- TEL. 858.751.0633 FAX. 858.751.0634. · '" . \ Y1 ----r··-1)--~~ :-~ ""_,.,, -.. PLAN: PASEO LUPINO 10+20 TO 12+83 ---- SCALE: 1" = 20' H: \1100\1136.10\IP\1136.10 IMP05 -RANCHO SANTA FE ROAD.dwg 9/27/2013 10:09:45 AM R1-1 S7i DATE REGISmA T/ON EXPIRES 6-30-2015 0, 0 - 185+6 I I~ r-' 10+00 II~ I I PEDESTRIAN EASEMENT PER FM 12-05 ~-1 I ( l I === I "---/ 37. 374.9BFL DETAIL 2 SCALE: t• = 5' "AS BU I LT" EXP. ()l.$!>.2Dl7 DATE I /11./1 ~ 1DATE fsHFil CITY OF CARLSBAD t====jt===j==============================jt====t====t====1====: l___Q_J ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 APPROVED: ENGINEER OF WORK C U1 :E 0 G>, 'Tl .,::i,. (0 ::j co j r' I; i I 0 10 20 40 8_0 ----~, SCALE: /" = 20' H. \1100\1136.10\IP\1136.10 IMP06 -STREET A.dwg 12/13/2013 10:13:19 AM Jlj~ KIL ORf " RC, •. 46692 DATE REGISTRATION EXPIRES 6 JO 2015 J,K, 11 ADD PRIVATE JTR££.T ll&f/T , ' LATJJ 1 ' THIS SHEET Rff?'?4f t;t:i;36lt7,; (,, /?P,f7RVO. Oly' 10/1/13. ADDED RETAINING WALL ' DATE INITIAL ENGINEER OF. WORK REVISION DESCRIPTION . . DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 IMPROVEMENT SHEET APPROV~~ i~ ~ GLEN K'_i_~i~~KI ENGINEERINMANAGER PEA1204 EXPIRES 3/31 /15 DATE DWN BY: CHKD BY: Atr.1.t: RVWD BY·¥ PROJECT NO. CT 12-05 I DRAWING NO. . 477-9 ---,----------- 11' iHP)6i29lifl.! <>: ' 382. 45 ·fS ; ' ' +44:95. Y IC II 2 5.8j4 O Ct ·"" l) . . .., l) .. ·+·· --+-l-+-+----'--+-1 "' 0 "'"' .. ~~. i~,<IH-l-l i---1---1---+-~ l"')"'(D-+-l--l -.. ; .. ._ I . I ·l--+-+--+-+----+-1--+--l-1. 19% 38 . ,., +-+-·+~ ~--·· I r . I I WATER LATERAL DATA t--t---+--+ I J [01.:.±ll~· ;;;.4"7t-t1, ~ ' .. 5'-+-+-,. -1 .......... , .......... ; % ...... .EXlSI!f1/G ... [Of/ ..... WJl'Y-+-+-+--+-+--I· ··~----+-l--+-+-+--1----+-l-1-+:o_r BEJ?RC/CKI LOT# CL STA @ MAIN 8" -~62.i03/t (IN)-i-N ai-J~i]piE, (quT~-Qw • --+-~---I--- 10t0(] a"-i36J.22/E (ou!T s E!"-~6J.42/E (IN)f-N/; ... . +-' . . i ................ !"""''\ . a' . ..... ·······t+~ ; o,") ..... ; ..... I : j ! i ' I la.J' ,EXISTll'JG 1rop . bt"' : 3; . "'•l--+--i----1 'OF.;.BEPR .. ~t ... -1--'-1• ....... "'i,l__l-+--l--'---l--f--l--+'---+ .. ~ ,f-+-+-+-->---;.-+----;.+-+--+-+-.. g ········ ")·\· ,_-i-_,__ . a .. --...... -1--+--l-_,__j ·~···· ·g~r -+--+-+--I--•~ ~- N 1 ~--' --: -c--+-+-1--"- 'fff t-+-+--+--+-+-+--f--'-+-1---+-'-+-+-l--'•· -J..-1-~--:-----1---:--_.,_--'-~~ ___ j __ L_ -_j1_'.~f ___ ; ___ _ 2.~0% J..J1--:,,.-!-i =-:i,-l-j--;--+--'--+-f+---+---+.-1 --+--l---++--i-+--1---+--l-, ~9-~~:o_o~' ~-'-~~~.L--L-'8~~~'5~0~: _J_-'---'-_j__.L._J__'--'8 oo al " t--: 0 ...J c:;. -LC) +o; "' - /NE/CURVE# LENGTH @ @ @ ft .... .... -~ ~! bj >- .. ' .. ~ . . I ~t ii? @ ~ .. ~ ~~ p AN: CIRCULO RONDA (PVT) / :':@ 6+59 TO 10+00 . ,99'7 . SCALE· 1" 20' ~ n CURB DATA BEARING/DELTA RADIUS REMARKS ID NT/CAL P IN S STA. 6+59. 59 -4 0 10 2,_0_.._.__4_0 __ _.JBO SCALE: 1" = 20' C11 122.74' --- 129.0J 54.50' •4" MOD. ROLLED CURB OLvlD SEWER DATA (SDR-35) CONSTBUCTION NOTES: G) );}:;JPOSED SEWER MANHOLE PER LEUCADIA WAS7EWA 7ER DIST SID. ,,,,# DWG. S-J. C12 CIJ C14 C15 L16 Lil 53.83' 39.57' 78.82' 4.71' 179.75 198.50 JJ.34 92.50' " 33.59 67.50' " 129.0J 35.00' .. 90.00 J.00' • N10'J8'00"W " (>0MWD DOMESTIC s40•2o·oo·w " " <t> N 7'29'31 "W NO. BEARING/DELTA RADIUS LENGTH REMARKS (i) N10"3B'oo"w 223.6 265.33 8" PVC PIPE WATER DATA TABLE ® N40'20'00"E 243.46 8" PVC PIPE 57.17 8" DRIB CL2J5 @ N7'39'34"E J0.10 8" PVC PIPE ' ; ~·-J I······· · I 14 15 16 . •I-+-+-+--< 17 I ···; ... I -+--I---18 - 19 20 21 25 26 27 28 29 JO JI J2 AVENIDI~. ,S()R/A SEE Sf1EET. 6 51. .. ,,~lll:;,~X'':{~;~ i ~i~ti:'~fli~l~! r 'rt~~ · , ':' ~$:t'~~tJJ ~i'-' ·._:,·,~ mrr 2+23.82 9+19.31 9+08.42 8+61.42 7+77.42 7+67.42 6+88.68 6+84.89 6+21.22 5+85.D4 5+65.04 4+66.38 7+18.58 8+07.58 8+17.58 9+13.42 I t 4+18 TO 6+59 ) © AVE!"'JIDA SORIA SCALE· ,. = 20· S+/ ST. LIOHT (PVT -SE''E:S LJE'ET 6 PAVEMENT SECTION PER SHT. 3 r ______ _::a,..:s,~8,,,' ~B;""~';;"D;::::cu;;R~IJ::;.;:»"..<::::__ _________ ..::;:::. .. r ff PROPOSED EA EMENT DA TA PURPOSE DOCUMENT A SEWER 201?,·C,S7S'1C\~ B WAJER 2015-0581~5& DRIVEWAY SECTION PER SDRSD G---14B AJE REC. 't-24, 2.013 A WASTEWATER NOJES LWD OMWD "AS BUILT" EXP. "'-30.20/7 DA TE '-@ PROPOSED SEWER MANHOLE PER LEUCADIA WASJEWA TER DIST. SID. DWG. S---4. (D 1" IRRIGATION SERVICE W/J/4" MEJER PER OMWD STANDARD DWG. LIB 11.07 N7'J9'J4"E L19 186.96 N40'20'00"E " <@;, N40'20'DO"E 249.03 6'' DRIB CL235 TYPICAL DRIVEWAY SECTION DATl B---1.1 G) f/RE HYDRANT ASSEMBLY OMWD STANDARD DWG. C---1.1 @ 2" 8.0. PER OMWD STANDARD DWG. A---1.1. @) THRUST BLOCK PER OMWD STANDARD DWG. D-J.J @ 16' DRIVEWAY PER SDRSD G---148. @ 16' DRIVEWAY BEHIND ROLLED CURB & SIDEWALK. @ 12"X12" BROOKS BOX W/ TRAff/C RAJED GRA7E. @ J" PVC UNDERDRAIN. @ STREET MONUMENT PER SDRSD M---10. @ PROJECT/ON POST PER loMwo STANDARD DWG. E---1.4 H: \1100\11J6.10\IP\11J6.10 IMP07 ---STREET B.dwg 9/10/2013 8:04:20 AM L20 ~- L21 . L22 L25 L27 L28 47.JJ SIO'JB'OO"E " 15.00 S79'22'oo·w 6" TYPE G---1 CURB <-1!> 45.00 SIO'JB'OO"E " 35.00 S10'JB'OO"E " 28.JJ S10'JB'oo"E 1•4• MOD. ROLLED CURB 2.57 SIO'JB))O"E " <1J> ~ *SEE DETAIL 2, SHEET J <i§> CENTERLINE DA TA 1--------· ·------------' NUMBER RADIUS LENGTHDELTA (Ll) LINE/CHORD DIRECT/ON c1 42.00· 94.59' 129•02·00· N75' 09· oo.oD"W C2 80.00' 45.62' J2'40'26" S2J' 59' 46.90"W LI 198.48' NI O' JB' 00. OO"W L2 198.50' 540' 20' 00.00"W . . LJ 44.JI' S7' Jg' JJ.BO"W N68'45'00"W 29.64 N6B'4s'oo"w 33.51 N10·3a'oo"w 162.08 N10'38'00"W 40.25 N15'01'10"W 10.00 PR/VA TE STORM DRAIN SHOWN FOR REFERENCE ONLY SEE DWG# 477-9A 6" DRIB CL2J5 6" DRIB CL235 6" DRIB CL235 8" DRIB CL2J5 8" DRIB CL235 ci No. ,f/1692 "' "' f,p. 6-J0-201 C/VI\. CAL P 1 a n n 1n g a n d En g 1n e er in g 5 3 5 5 Mir a S' or rent o PI a cc, Su it e 6 5u Sau Diego, CA92121 TEL. 858.751.0633 FAX. 8 5 8 . 7 5 l . 0 6 3 4 DATE REGISTRATION EXPIRES 6---30~2015 NOT TO SCALE INSPECTOR r bArr I SH7EET I CITY OF CARLSBAD I SHEETS I ~=====~====:================================t====~t====t=====1====j ENGINEERING DEPARTMENT 9 ADD P/IIVATl sr~UT Lrui(T DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL PUD 12---07 APPROVED: ENGINEERING DWN BY: CHKD BY:#:K.fL RVWO BY·t/1< CIRCULO RONDA PROJECT NO. CT 12-05 DRAWING NO. 477-9 \ •<--l--1---L ............. -~ --+--f--\ .. . I ' -,,..,i ' l I -------------,--,---.... --, i : 1---1----1---· """'";-·-----;--------------------:--; I ' . ' --------------i ... ··········-i----1.po i ' ---····· I_ :___ ....... ,. • ••••••••••• 1 •• I I ll-·· I ,, ·l------'--1----___,.______..__ ff J ii 1, I •••• I ® CONS1'RUCTION NOTES: (D PROPOSED SEWER MANHOLE PER LEUCADIA WASTEWATER DIST. STD. DWG. S-J. @ PROPO$ED SEWER MANHOLE PER LEUCADIA WASTEWATER DIST. STD. DWG. S-4. Q) FIRE HYDRANT ASSEMBLY OMWD STANDARD DWG. C-1.1 @ POTHOLE AND VERIFY LOCATION AND DEPTH. @) IHRUST BLOCK PER OMWD STANDARD DWG. D-J.J @ 16' DRIVEWAY BEHIND ROLLED CURB & SIDEWALK. @) 25' DRIVEWAY PER SDRSD G-14B @ TRANSITION FROM 4• TO O" ROLLED CURB PER DETAIL A, SHT. 10. GENERAL NOTES: 1. PR/VA TE STORM DRAIN AND GRADING ARE PER DWG. 477-9A AND SHOWN FOR REFERENCE ONLY. PR/VA TE STORM DRAIN SHOWN FOR REFERENCE ONLY SEE DWG# 477-9A H:\1100\1136.10\IP\1136.10 IMP08 -STREET C.dwg 9/10/2013 8:01:22 AM ' : ! I i R .. 0 .. POS. £.·.· ········G·· .R. ;.,.,···A·.··.··.··~·······. ! I ..................... ,...... I I ' I ••• L ..... . I ""' .................... , . 373.46g. g 372.96/c , @i . ~i J7J.69TC '--" J7J.19FL ~ ~ J7J.87TC '--" 373. J7FL "' ::; "" &~ ······ f"'" , ...... 1.00%' i ...... , 1 I , •• J... . ..... ..! (f) J' REV-WAT"FR, S ~ ~~:_;m~ REC. I2/3/z,,1,;, , . l)OC.. NO. u,,-,;~o~21'112-'i, STA. 14+ 12.50 A VEN/DA SORIA = STA. 10+00.00 C/RCULO RONDA STA. 9+66.56 CALLE NERJA )'\ PLAN: CALLE NERJA (PVT) 9+66 TO 11+90 SCALE: 1 • = 20' OLWD SEWER DATA (SDR-35) NO. BEARING/DEL TA RADIUS LENGTH REMARKS ® N58"39'06"E 65.21 8" PVC PIPE @ NJ7"29'45"E 144. 74 8" PVC PIPE @ N12"51'40"W 66.49 'B" PVC PIPE @ N12"51 '40"W 26.50 8" PVC PIPE WATER LATERAL *USE SDR-26 DATA LOT# CL STA @ MAIN ◊0MWD DOMESTIC WATER DATA TABLE 9 10+45.28 <b N7"29'J1"W 57.17 8" DR{!}. CL235~ 10 10+47.28 11 10+49.28 <b NJ7"29'45"E 45.13 w B" DR18 CL2J5' 12 10+51.28 13 10+14.24 14 2+23.82 0 3 0 -E ,S NG GRAD 3 0 . . . . I I ·f--1--•. --t----7i-------i-----t--lf--l---+---+--r-l ' ' 'L rd ' I I 10 20 40 I I ' .1. I ...... l I ciO :, A B 80 SCALE: I" 20' "'ofEss, ,.l(.ILr;, -.' No. "6692 fltp. 8-J0-201 C/V\\. OF CALI~ ' I CURB DATA /NE/CURVE# LENGTH BEARING/DELTA ~AD/U! REMARKS C2 JJ.99' 37.45 52.00' •4• MOD. ROLLED CURI CJ 43.98' 90.00 28.00' 6" TYPE G-2 C&G -- C4 43.98' 90.00 28.00' 6" TYPE G-1 CURB C5 4.71' 90.00 3.00' 6" TYPE G-2 C&G C6 4.71' 90.00 3.00' • Cl 14.40' 29.46 28.00' • LJ 155.99 SJ7'29'45"W •4• MOD. ROLLED CURI L4 25.00 S52'J0'15"E " L5 18.67 NJ7'29'45"E 6" TYPE G-2 C&G L6 17.00 S52"J0'15"E • L7 24.00 NJ7"29'45"E 6" TYPE G-1 CURB LB 18.00 N52"J0'15"W " L9 1.37 NJ7"29'45"E 6" TYPE G-2 C&G LIO 15.00 S52"J0'15"E • L11 27.00 NJ7"29'45"E 6" TYPE G-1 CURB L12 15.00 N52"30'15"W • UJ 22.95 NJ7"29'45"E 6" TYPE G-2 C&G •SEE DETAIL 2, SHEET J CENTERLINE DATA NUMBER RADIUS LENGTH DELTA (Ll LINE/CHORD D/RECTTON C1 40.00' JJ.62' 48'09'00" S61' 34' 14.92"W L1 155.99' sJr 29• 45. oo·w 12 JJ.44' S85" 38' 44.84"W .. PROPOSED EASEMENT DA TA 1 / PURPOSE DOCUMENT ~ATE REC. NOTES SEWER WATER w1;-or;152cr3 "J-Jt"J-2013 LWD 1013 -0581'15?, 'l-Z-/-zo13 OMOO ; ~- / '\ \ ,\~, ,/ 11h a'l-1--t--11-t---j~ J 1 31~~ Planning and Engineering 5 3 5 5 Mir a S' or rent o PI ace, Su it e 6 5--0 San Diego, CA 92121 TEL. 8 5 8 . 7 5 I . 0 6 3 3 f AX. 8 5 8 . 7 5 l . 0 6 3 4 i i DRIVEWAY SE· n ·N PER SDRSb G-148 ; ....... , ....... ' ....... .; .. 3 0 ,3,0 P~OPosJD J,, Jvd . . SGWE:R PROEIL~ I I ·~ 10 I> ,t::, ! i PROFILE: SEWER LINE ''A" 9+66 TO 11+90 1(1)--+- 2+0 " HS: 1"=20' VS: 1"=4' I I ' ~ C) \. II. t\ I 4 1 . I PLAN: SEWER LINE ''A" 9+66 TO 11+90 SCALE: 1 • = 20' @) "AS BU I LT" INSPECTOR /DATE I SHEBET I CITY OF CARLSBAD I SHEETS I f---l---+----------------t---t---J----t-----J ENGINEERING DEPARTMENT 9 f----J--+-----------------1---+--t------t---i IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 APPROVED~ ENGINEERING ANAG GLEN K~· VA ESKI zi PE 41204 EXPIRES 3 31 15 TE 3·5 ·I~ J. ;<.. ADO PRIVATE 5TREET /.141/T DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. I DRAWING NO. CT 12-05 . 477-9 I • : ' ' ···t· .. , .. ,. 7 I I ' 1,, f-+, ---1--'---I,, , , 1--+f--+-1---+' -If-+-+-+--I-1---i ............ 1···· ' , I +---+--+---+-t--+---+--+---l,---+-+-+--+-+-f-+--+--1---1 .. ,, ...... , ......... . • I ..... .. ., ..... + ... . .... ....... i ' ............ . , ....... . ' ---'t---1---+-,<---I--""""' ..... , .... , .... ,. . ....... ·--~·-·····" ..... ' i :--+--•«• -+--,f-+---+--l---+-l----l---1----l-' -f---t-1 ....... . .... ·I···-+---+--< ..... . ... ; i ..... , .. , .... t, .... -.... ,.i. ; --------!----I •.•.•• 1 ........... __ ••I-•--·--. ...... ..... ; ..... , , . ' ' ...... 1----' ' .. ,. f...... ... --,f--1----1-----'------+-'--'-----"-........ ''"""" .. ' ..... ""' ... ··r··----- ' I -.. ,. •• •• 1 .......... . ·" ... •.• 1 ...... , ' ···1--·--..... ------+-... .... ·l······-·· ...... (.. -1---....... ,., .. , ... ,. •••. 1 .......... ·----•••• 1 .......... l .. -If--'-'-----+-+-+--+-' , J .... , ,,I .. , 1 .... ,., ' ..... ' ' 1--------.... , '' .. .. ,., , .. f--+--............ , .......... . ····· ; ........ . ·······, ..... ,,., r ;,,,,,,,,,, .... . ... I > ...... . !, .. , ... : ...... . . ................. . i : --f---•••••.••••••••••• \ ....... i ....... .. •.•••• 1 .......... , •• ......... ), .. ,.,,, ••• .•• •• • 1 .. , ... , ... r·. . ---:-....... . ·····l·• ....... .............. ..', .. , ... , .... ........ ·······-,--.. , ! ' ' ' ' ' j 1 ....... : .. . ..... 1 ... ........ : ....... ..... , ........... '---'---'---'-----'---1----+, -1----1----l---l-- ·· l ------ OLWD SEWER DATA (SDR-35) NO. BEARING/DEL TA RADIUS LENGTH REMARKS N7'24'54"W 70.80 8" PVC PIPE N10'38'00"W 43.23 8" PVC PIPE 3'13'06" 200 11.23 8" PVC PIPE ,O0MWD DOMESTIC WATER DA TA TABLE NO. BEARING LENGTH REMARKS N21'15'00"E 53.86 6" DR18 CL235 CENTERLINE DATA NUMBER RADIU LENGTH DELTA ( ,1 LINE/CHORD DIRECTION C1 40.00' 22.26' 31'53'00" N5' 18' 30.00"E L1 38.oo· N21· 15' oo.oo"E L2 81.26' N10· 38' oo.oo"w CURB DATA LINE/CURVE# LENGTH BEARING/DELTA RAD/U! ' REMARKS C2 28.94' 31.88 52.00' 6" TYPE G-1 CURB C3 15.58' 31.88 28.00'~4• MOD. ROLLED CURI L3 21.72 N21 i 5'00"E 6" TYPE G-1 CURB L4 81.26 N10'38'oo"w • L5 24.00 S79'22'00"W 6" TYPE G-2 C&G L6 81.26 S10'3B'OO"E •4" MOD. ROLLED CURI L7 21.72 S21 '15'00"W *SEE DETAIL 2, SHEET 3 PROPOSED EASEMENT DATA (A PURPOSE DOCUMENT DATE N07ES LOO 8 WA7ER 2.0/3-0581156 OMIID H: \1100\1136.10\IP\1136.10 IMP09 STREET D.dwg 9/10/2013 8. 03. 45 AM ..... ..... .. ' ' 1 ...... . .. ... . + ... .1 ................. ! ....... .. ' ' WATER LATERAL DATA .. ... . ~ ... ........ LOT# CL STA @MAIN 0 22 10+37.86 23 10+39.65 24 10+41,42 10 20 40 SCALE: /" --20' PR/VA 7E STORM DRAIN SHOWN FOR REFERENCE ONLY SEE DWG# 477-9A / .....• 1 .....• -+--+--'---'---+-----'··· ..... ) ........... . i i ....... J ... l ·· . ··l··" .... ". , ,+--+---1 .. · f ....... ' 80 0 ct) .... Lu CXl I II:: 0:: "' ,_ a 5l ' 0:: .... Gj 5l c:i ..J a cl fS 5' TRANSITION I :E~ PER PROFILE~% ~MENTSECTl~~- PER SHT. 3 / MOD. 4" TYPf B ROLLED CURB ,, ~-PER SDRSD G 4 1•.:•.-;,.-:.1,,,:-.1,1 -:r-7""7 //1 TYPICAL DRIVEWAY SECTION NOT TO SCALE c, No. 46692 ~ 'ill f>p, 6-31)-2015 !:J * * ~"' c11,11.~~ •~ OF C/,1..I~ ' 1--+--+-+-l-+--+--1---+-I---.............. . l\_11+42 Ill //\\'~ 7 I , ,-\~ I ',, \ •'~ 1// ! \ \~ It I I I ! I \, \ \ ~\\ Lat1tuc e 33 Planning and Engineering 5 3 5 5 Mir a S' or r en t o PI ace, S u it e 6 5U S an Diego , CA 9 2 I, 2 I TEL. 8 5 8. 7 5 I . 0 6 3 3 Jliy-ruLGOR R ... ~ .' FAX, 8 5 8 . 7 5 I . 0 6 3 4 q, (O •13 DATE REGISTRATION EXPIRES 6-30-2015 1 ............... L .... . ··••l••······l-+---1 ····· .... ,f--+----1---4---...... I ....... ,.......... . ... . ........ . ' . .... . ....... : ................. . ...... j .......... . .... L ........ , .. . ···"'I"'·· ... .... ; ..... . ····· I··· ............... ... l ... . .. . .... . ···· . ..... . ... ·+········ ... 1--+--I···· .. · ....... . + ....... . L. ,, 1---1---I-+--< ······1···· ...... , ............ . .1 ....... -+--+--+----+---, ....... . • •• 1 .......... .,. ..... ; ........ f--1---.... . • •••••••••••...•.•..•. 1 .... • •• 1.. ........ ....... ........ . ·1····"'·· •••••• 1 ........ .. l--+--+--+---1·· .. , .. , . ..... : .......... . .. . . • ········>········i········ ' 1 ......... 1 ........ . .......... .. .. ' ........................ . ..... . ... ' ' ...... !·· ... . ........... •······ . ....... : ........... . ... .... +·-.·· ...... ..1. ..... .I .. i ......... ' ,.\ ......... . : J ..... t ... ......... ' . ......... 1 ... . . ....... + .. · ' ........ C······ • '' '''''' ,.,,, i .... , .................... , ' +---+--+-----+-+--+--+--+---................. . ............. . ...... i ' 1---+' -t--+--+--+---l-1-+---· ..... , .... ..... ' . .... • •••.•• j ....... . . .......... .. . ... \ ........ ... i. ..... I······ i-· ··· ·· •••. 1 ......... . .. ····1·······• .. ; .. " ; .... . ...... , .......... , f--t--'·· 1---+--+-~---l-: ...... , ........ .. : •••• 1 ...... ' ... • •• • • • • 1 ..................... . I--+--+-, .... . ... f--+--+--+---'-+--+--+---+-1 ·· · ··I········· i ..... . ....... . . ...... +---+--1------+-t--+--+--+---1----' ....... 1... ...• .' .... . ••••• I .................... . ............ ······ . .......... ·•····· ' ....... ' . ., ............ , .. ,., --+-I--~ i ••••• •• •• ••••••• 1. ........ . ...... 1 .. . . .... ; .. ... ... ...... .... 1 .... ' ----:---l ..... . . ........ , ....... \ ... . ' . ·r .....•....... . ................. ;. ....... -f-+--+--+-- ---1-+--- J • • 1 ............. . . .... ! ... .... . . . L ..... l ... ..1 ......... . -+--l-•······ -----Jf-+--+--+---+----: .... 1 ...... .. . ...... ) .......... . ' ' ......... .....•....... l .1........ . ... ,...... . .... . .. ·····I···· :...... . .... ...... , ..... " t--+--+--+-- I .1....... . ...... . . .... . ........... . ····1··· ' 1,+, I ,1,·· .. ,... ' ...... I I ' ........ +--... -+-..-J----l_f--+--+--+---'-+--~•••• c., .... ., .. ••-~-····'--~'--'_·, L··__,_····'_____i··_,····, I l~[~_ ~--····-+-, ..... -J-.._ ... ~.:•_·•···/--~- CONSTRUCTION NOTES: G) PROPOSED SEWER MANHOLE PER LEUCADIA WAS7EWA 7ER DIST. sm. DWG. S-3. THRUST BLOCK PER OMIID STANDARD DWG. 0-3.3 TRANSITION FROM 4" TO O" ROLLED CURB PER DETAIL A, SHT. 9. GUARD POST AND BARRICADE PER SDRSD M-9, 12"X12" BROOKS BOX W/ TRAFFIC RA 7ED GRA 7E. GENERAL NOTES: 1. PR/VA TE STORM DRAIN AND GRADING ARE PER DWG. 477-9A AND SHOWN FDR REFERENCE ONL~ "AS BUil T" ---,'UCADIA WASTEWATER DISTRJC1'? ~ '""· -ll • "', IC" PU SEWER SYSTEM APP!W\' AL -' 1.2_ APPROV, Y: LWD DISTRI lNG!NFER / -~✓oL -,M ~-DATE RC ,P.E. ~ EXP uv,-v,,-~/7 ~R~E~r;,-J:-~J:'--~r~Y.~r--==~=--,-1 -----l L~ 1k (A ' 1Ji11"' EXP DA°& INSPECTOR ' DA TE Stephen Deedn <-------t--t-------------+---+---1-------+-----I I SHgEET I CITY OF CARLSBAD I SHgEETS I ENGINEERING DEPARTMENT :=====-===+' :::::::::===::==::::=::==::::=~= IMPROVEMENT PLANS FOR: DATE INITIAL ENGINEER OF WORK /1\ REVISION DESCRIPTION DATE INITIAL '· DATE INITIAL OlliER APPROVAL CITY APPROVAL LA CC STA RESIDENTIAL PUD 12-07 CALLE TARIFA APPROVED: /// y 7, J: vJ . / GLEN K. VAN PESKI ==-4 ,iUll!J_ . ~~~16 C:CL-,-----,---_iiv.1,_,,.3~ ENGINEERING I ANAGER PE 41204 EXPIRES 3/31/15 DATE OWN BY: I CHKD BY: • = " L!R~Vc.!:W~D'.,_B~Y!,,!:-"'JK-:==ccl PROJECT NO. CT 12-05 I DRAWING NO. , 477-9