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Home My WebLink AboutDWG 460-1; MS 07-02; CARLSBAD PASEO; 01-17I 11 I I , i 1 • ' ' I ~-~ --------------------------------------------------------------------------------------------------------· GENERAL NOTES : L THIS PLAN SUP[RSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY or CARLSBAD REGARDING IMPROVEMENTS SHO\IN ON: THIS SET or PLANS. 2. APPROV Al or THIS PLAN OOES NOT LESSEN DR \/ AIVE ANY PORTION or THE CARLSBAD MUNICIPAL CODE, RESOLUTION or CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAi. DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT, THE ENGINEER Il'j RESPONSIBLE CHARGE SHALL REVISE THESE PLANS \/HEN NON-C□NfDRMANCE IS DISCOVERED. 3. CITY /\PPROV Al or PLANS DOES NOT RELIEVE THE DEVELOPER DR ENGINEER- or -\/ORK FROM RESPONSIBILITY FDR THE CORRECTION or ERRORS AND □MISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED T□ THE CITY ENGINEER FQR APPROV Al, 4. A RIGHT-or-\r'AY PERMIT FROM THE CITY ENGINEkR \r'ILL BE REQUIRED FDR ANY \/ORK IN THE PUBLIC RIGIT or \r'AY, PRl[lR TO PERMIT ISSUANCE, A CERTifICATE or INSURANCE MUST BE FD.ED N,!iMING THE CITY or CARLSBAD AS AN ADDITI□NAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOJNT or $1,000,000.00 FDR EACH OCCURRENCE or LIABD..ITY, THE INSURANCE COMPANY IJRITING THE PCLICY MUST HAVE A RATING [f 'A-' OR BETTER AND A SIZE CATEGORY or CLASS V DR BETTER AS ESTABLISHED BY 'BESTS' KEY RA TING GUIDE. 5. NO \/ORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES, 6. REVISION or THESE PLANS MAY BE R[QUIRED If THE PRCl'□SED IMPROVEMENTS AR( NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE or THE IMPROVEMENT AGREEMENT, ' 7. NO REVISIONS \r'ILL BE MADE T□ THESE PLANS \r'ITHOOT THE \IRITTEN APPROV Al or THE CITY ENGINEER, NOTED \/!THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET or THE PLANS AND TITLE SHEET, 13. ORIGINAL DRA\r'INGS SHALL BECOME THE PROPERTY or THE · CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9, THE ORIGINAL DRA\r'ING SHALL BE REVISED T□ REFLECT AS-BUD..T CONDITIONS BY THE ENGINEER-or -\/ORK PRIOR T□ rINAL ACCElfT ANCE OF' THE \/ORK BY THE CITY, 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. I IL \r'HERE TRENCHES ARE \r'ITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED or, W SUMMARY SHEET, <B) LABORATORY \/ORK SHEETS AND <C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSI□NAL ENGINEER or THE STATE or ~~~r· T:1NCs~:sLY R:i11 ~F~ sL1Mt~~D ~~ELT1k iTY~lJfr~J~~s INSPECTOR \r'ITHIN T\r'O \IORKING DAYS or CIJMl'LETION or FIELD TESTS. THE \IRITTEN FIELD COMPACTION REPORHS) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION or THE FIELD TESTS, 12. A PREWJSTW:UON MEETING SHA! I BE HUD ~ THE SUE PRUJ8 IO IHE BEGINNING or \/ORK AND SHALL BE A TTEN D BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT~ INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS CF THE YORK, _ CONTRACTOR SHALL SCHEDl.l.E THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) \r'ORKING DAYS PRI□R TO STARTING CONSTRUCTION. APPROVED DRA\r'INGS MUST BE AVAILABLE PRI□R TO SCHEMING. ! 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING \r'ILL BE MADE BY CALLING THE ENGINE~ING 24-HOUR INSPECTION REQIJ[ST LINE AT <760) 438-3891, INSPECTI□N RE STS MUST BE RECEIVED PRIOR TO 2•00 P.H. 00 TH£ DAY Bf[[jR£ TH£ INSPECI!Of:l IS NEEOCll , INSPECTIONS \r'ILL Bt MADE THE NEXT \/ORK DAY Ut-l.ESS YOU REQIJ£ST OTHER\(ISE. REQIJ£STS MADE AFTER 2•00 P J1. \/ILL BE SCHEIXJLED FOR T\r'O FULL \r'ORK DAYS LATER. ' 14. THE 0\/NER AND/OR APPLICANT THR□OC,H. . THE DEVELOPER AND/OR C.ONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN Alij SAFETY DEVICES, INCLUDING SHORING, AND SIJALL BE $(]_EL y RESf>ONSIBLE FDR CONFORMING T□ ALL LOCAL, STATE AND fEDERAL SAFETY AND HEALTH STANDARDS, LA\r'S AND REGULATIONS, 15. THE CONTRACTOR SHALL C□llfDRH T□ LABOR CODE SECTION 670:J BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR I CONCERNED AGENCY SHO\r'ING THE DESIGN OF SHORING, BRACING SLOPE DR OTHER PROVISIONS TO BE MADE or \l□RJ(ER PROTECTION FROM THE HAZARD or CAV!Mi GROUND DURING THE EXCAVATION or SUCH TRENCH OR TRENCHES DR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FDR Al,L TRENCHES FIVE FEET (:;i') OR MORE IN DEPTH AND APPROVED BY THE CITY ~NGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATI□N. If THE PLAN VARIES FROM THr SHORING SYSTEM STANDARDS fSTAll! ISHfD BY THE CJ]NSTRI JCUON SAFETY ORDERS. rm E 8 CAllf□RNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY □r THE □SHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION, ' 16, If ANY ARCHAEOLOGICAL RESIJJRCES' AR~ DISCOVER£D \/!THIN AfiY \/ORK ZONE DURING CONSTRUCTION, OPERATIONS Y!l I CEASE IMMEDIATELY. AND THE PERMITTEE \r'JLL NOTJfY THE CITY ENGINEER. OPERATIONS \r'D..L NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED \r'RITT[N AUTHORITY FROM THE CITY ENGINEER T□ D□ Sil . 17, ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING \r'ARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BET\IEEN 7•00 A.11. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO ! EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON \IEEKENDS PR HOLIDAYS. (A LIST or CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPAJlTMENT CIJJNTER) 113. ALL IJT-SITE HAUL ROUTES SHALL BE SUBMITTED 'BY THE CONTRACTOR T□ THE / CITY ENGINEER FOR APPROVAL T\r'O FULL \l□RJ(!NG DAYS PRIOR TO BEGINNING of \/ORK. T~ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRI ALDNµJHE HAUL ROOTE OR ADJACENT STREETS AS A RESU.T OF' THE GRADING IJ'ERA TIDN. ' . 19, NO BLASTING SHALL BE COMMENCED \r'ITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT, 20. THE EXIST.ENCE AND L□CATI□N OF" UTILITY STR(ICTURES AND FACILITIES SHO\IN ON THE ~ONSTRUCTIDH PLANS \r'ERE QBTA.INED BY ~ SEARCH or THE AVAD..ABLE RECORDS. ATTENTIOM IS CALLED T□ THE POSSIBLE EXISTENCE or OTHER UTILITY fACILITIES OR STRUCTURES N□T SHO\IN DR IN A LOCATION DJffERENT FROM THAT SHO\r'N ON THE PLANS, THE CONTRACTOR IS REQUIRED T□ TAKE DUE PRECAUTIONARY MEASURES T□ PROTECT THE UTD..IT!ES SHIJ\IN ON THE PLANS AND ANY OTHER EXISTING f ACD..ITIES OR STRUCTURES NOT SHO\r'N. 21, THE CONTRACTOR SHALL VERifY THE LOCATION or ALL EXISTING fACD..ITIES ~J_rJVEg.RIJ.Jr: ANc~frWu~o¼N~J PER~\r¥k1"1r~A'fi%Jffu-VJEE loifi~ThJ PLANS If IT IS FOUND THAT THE ACTUAL LOC~TIONS ARE IN CONFLICT \r'ITH THE PROP□S[D \r'ORK, 22. THE CONTRACTOR SHALL NOTifY AFFECTED UTILITY COMPANIES <SEE BELO\r') AT LEAST T\10 FULL VORKING DAYS PRIOR T□ STARTING CONSTRUCTION NEAR THEIR · fACILITIES AND SHALL COORDINATE \r'ORK \r'ITH A COMPANY REPRESENTATIVE. y STREET NOTES L ACTUAL STRUCTURAL SECTIONS \r'ILL BE DETERMINED AFTER 'R' VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER or THE STATE or CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH[ FIELD or /\PPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL THE 'R' VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIE\r' AND APPR□V Al A MINIHUM Of T\10 (2) CITY \IORKING DAYS BEFORE THE \/ORK BEGINS. 2, STREET LIGITS SHALL BE INST Al.LED AS SHO\r'N ON THESE PLANS, UNDERGRIJJND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHO\r'N ON THE 'AS-BUD.. T' PLANS. NI] DIRECT BURIAL STREET LIGIT flJJNDATIONS \r'D..L BE ALLO\r'ED. ALL LUMINAIRES SHALL BE 'CUT Off' TYPE. 3. ALL UNDERGROUND UTD..ITIES AND LATERALS SHALL BE INSTALLED PRIOR T□ CONSTRUCTION or CURBS, CROSS GUTTERS DR SURf ACING or STREETS, 4, STORM DRAIN PIPE SHALL BE RE!t-FORCED CONCRETE PIPE \r'ITH A MINIMUM D-L□AD or 1,350. FDR PRIVATE STORM DRAIN PIPES, UP T□ 15' PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKrll.LED \r'ITH 3/4' ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID \r'ALL PIPE. 5. \/HERE AN EXISTING PIPE LINE IS TO BE ABANOONED IT SHALL BE REMOVED \r'ITHIN T\IENTY FEET or BUD.DING OR STREET AREAS AND REPLACED \r'ITH PROPERLY COMPACTED SOILS, IN OTHER AREAS THE PIPE \r'ILL BE PLlXiGED \r'ITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6, \r'HEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS or TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7, STREET TREES SHALL BE INST Al.LED PER SECT JON IV D.3 Of THE CITY or CARLSBAD LANDSCAPE MANUAL 8. fIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET IJITHIN THE LIMITS OF" \r'DRK or THIS PLAN PER SDRS D\IG Ml 9, 9, ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS \r'ORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSI□NAL LAND SURVEYORS ACT. 10. T\10 (2) SETS OF' SURVEY <CUT> SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES L SE\r'ER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE \r'ITH THE 'CITY or CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME !- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FDR GRAVITY SE\r'ER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRA\r'INGS AND NOTES AND THE STANDARD SPECJfICATI□NS FDR PUBLIC \r'ORKS CONSTRUCTION, LATEST EDITION <GREEN BOOK), 2, THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION or INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS or THE STATE CONSTRUCTION SAFETY ORDERS. 3, BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED fR□M THE DISTRICT, IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4, BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGIT or \I AY, A CITY RJGIT or 'JAY PERMIT SHALL BE REQUIRED. '5, THE CONTRACTOR SHALL NOTIFY THE CITY or CARLSBAD ENGINEERING INSPECTION 48 HOURS PRI□R T□ THE BEGINNING or CONSTRUCTION. <TELEPHONE Nil 17601 438-3891) WATER NOTES L \r'ATER ~ RECYCLED \/ATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE \r'ITH THE 'CITY or CARLSBAD ENGINEERING STANDARDS' <LATEST EDITION) VOLUMES 2 ~ 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT fROM THE DIVISION or INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA N□Tlf!CATION AND SHALL ADHERE TO ALL PROVISIONS OF' THE STATE CONSTRUCTION SAfETY ORDERS, 3, BEFORE ANY CONNECTION OR S~T DO\r'N Of VAl VES ON EXISTING C.H,\r',D, LINES, A PERMIT SHALL BE OBTAINED FROM THE C.11.\r',D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY or CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC \IORKS MANAGER, 4, A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM or 7 DAYS BEFORE CONSTRUCTION BEGINS, THE CONTRACTOR SHALL NOTifY THE CITY or CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING Of CONSTRUCTION, TELEPHONE N0.<760) 438-3891 FOR SCHEDl.l.lNG. 5. THE CONTRACTOR SHALL NOTJfY THE CITY or CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HIJJRS PRIOR T□ STARTING \/ORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE Nil <760)438-389L 6. NO TREES DR STRUCTURES SHALL BE Al.LOI/ED IN THE \r'ATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRI□R TD COMMENCEMENT or \r'ORK -ANY EXCEPTIONS SHALL REQUIRE \r'RITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENMUS SHALL BE PROTECTED BY MEANS or CATHODIC PROTECTION. If DEVELOPER/0\/NER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERfORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER \r'D..L CONSIDER AN ALTERNATIVE FORH OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE or MATERIALS or THE FIRE LINE LOCATED BET\r'EEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY or CARLSBAD fIRE MARSHAL. 9, ALL POTABLE \r'ATER AND RECYCLED \r'ATER SERVICES SHALL BE I' AND ALL METERS SHALL BE '5/8' <Ut-l.ESS OTHER\r'ISE NOTED ON PLANS), 10. ALL \r'ATER METER BOXES SHALL BE 17' X 30' X 12' POLYMER CONCRETE AS MANUFACTURED BY ARM□RCAST DR EQUAL, IL MINIMUM SPACING BET\r'EEN POTABLE \/ATER LATERALS AND SE\r'ER SERVICES SHALL BE 10 FEET. 12, THE TOP Of \r'ATER METER BOXES SHALL BE FLUSH \r'ITH THE FINISHED SURfACE GRADE, 13. CONSTRUCTION or \r'ATER MAINS AND RECYCLED \r'ATER .MAINS SHALL ADHERE TD THE 'CRITERIA rDR THE SEPARATION or IJATER MAINS AND SANITARY SE\r'ERS' PUBLISHED BY TH[ STATE or CAllf□RNIA'S DEPARTMENT or HEALTH SERVICES. 14, AXIAL DEFLECTION AT THE PIPE ..OINTS ARE NOT ALLO\IED. THE USE or A HIGI- DEFLECTION COUPLING AT A PIPE JJINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOT AL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET>, USE CERTAINTEED 'VINYL-IRON' H.B. FOR C900. ."DECLARATION OF RESPONSIBLE CHARGE" SIGNING AND STRIPING NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION Of ALL SIGNING AND STRIPING. 2, ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL C□NfORM T□ THE CAllf□RNIA MANUAL ON UNJfORH TRAFFIC CONTROL DEVICES (rH\r'A'S MUTCD 2003 REVISION I, AS AMENDED FOR USE IN CAllfORNIA>, THE CALTRANS STANDARD SPECIFICATIONS (2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISI□NS. 3. ALL SIGNING AND STRIPING JS SUBJECT T□ THE APPROVAL Of THE CITY ENGINEER OR HIS REPRESENT A nvr, PRIOR T□ INSTALLATION. 4, ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD, 5. ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECJfICATIONS. STRIPING SHALL BE REPAINTED T\r'D \/EEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECiflCA TIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING <HIGH INTENSITY DR EQUAL), 7. PRl□R T□ FINAL ACCEPTANCE or STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS \r'ITHIN A 500' PERIMETER or THE CONSTRUCTION PROJECT \r'ILL BE RESTORED TO A 'LIKE NE\r'' CONDITION, IN A MANNER MEETING THE APPROV Al or THE CITY INSPECTOR. 8. EXACT LOCATION or STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL C□NfLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION □r THE CALTRANS STENCD..S, IL LIMIT LINES AND CROSS\r'ALKS SHALL BE FIELD LOCATED. CROSS\r'ALKS SHALL HAVE 10' INSIDE DIMENSION Ut-l.ESS □THER\r'JSE SPECifIED. 12. ALL CROSS\r'ALKS, LIMIT LINES, STOP BARS, PAVEMENT ARRO\r'S AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHER\r'ISE SPECJfIED. 13, FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM T□ THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CDNTRIJ. DEVICES (rH\r' A'S MUTCD 2003 REVISION I, AS AMENDED FOR USE IN CAllfORNIA> AND SAN DIEGO REGIONAL STANDARD DRA\r'ING H-19, 14, ALL SIGNS SHALL BE STANDARD SIZE AS SHO\IN IN THE THE CALIFORNIA MANUAL ON UNIF□RN TRAFFIC C□NTR[l_ DEVICES (FH\r'A'S MUTCD 2003 REVISION I, AS AMENDED FOR USE IN CAllfORNIA> UNLESS OTHER\r'ISE SPECJfIED, 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING \r'ITH BREAKA\IAY BASE PER SAN DIEGO REGIONAL STANDARD DRA\r'ING H-45, 16. \r'HEN A SIGN IS A TT ACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MIJJNTING BRACKET \r'ITH STRAPS, 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY or CARLSBAD PUBLIC \r'ORKS YARD AT 40:J □AK AVENUE, 18. ALL SIGNS SHO\r'N ON THESE PLANS SHALL BE NE\r' SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECJflCALLY SH□\r'N AS EXISTING TO BE RELOCATED DR TO REMAIN. 19 ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLO\r' 20, \r'HERE R4-7 SIGN AND □Hl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2 mar \r'IDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18'X 24' AND THE □Hl-3 OBJECT MARKER SHALL BE 12'X 12', p LV X. STREET LIGHT STANDARD 86' 43' ff. 43' 10' 33' 33' EXISTING 7' AC PAVEMENr"' ND BASE MATERIAL 5,5' EXISTING EXISTING /CURB AND GUTTER CURB AND GUTTER',. 10' ' I VICINITY CITY Of' OCEANSIDE HIGHWAY liJ PACIFIC OCEAN MAP CITY OF ENCINITAS p, L. NOT TO SCALE CITY Of' VISTA WORK TO BE DONE THE IMPROVEMENT \/ORK SHALL BE PERFORMED IN ACCORDAOCE \r'ITH THE fOLLO\r'ING DOCUMENTS, CURRENT AT THE TIME or CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. L CARLSBAD MUNICIPAL . CODE 2. CITY or CARLSBAD ENGINEERING STANDARDS 3. THIS SET □r PLANS . r . 4. PLANNOO COMMISSION RESOLUTION N□, 6436, DATED JULY 16, 2008 5. THE STANDARD SPECJfICA HONS FOR PUBLIC \l□RJ(S CONSTRUCTION <GREEN Bill]() 6. SOILS REPORT AND RECOMMENDATIONS BY TESTING ENGINEERS SAN DIEGO INC, JJATED SEPTEMBER 26, 2006, CONTRACT Nil 148028 \r'ITH ADDENDUM DATED ..U. Y 24, 2007 AND JUN[ 24, 2008 AND GE□TECHNICAL UPDATE LETTER DATED SEPTEMBER 25, 2008 7. THE SAN DIEGO REGIONAL STANDARD DRA\r'INGS AND AS MAY BE MODJfIED BY THE CITY OF CARLSBAD STANDARDS. 8. COASTAL DEVEUPMENT PERMIT CONDITIONS PER PLANNING COMMISSI□N RES[l_UTION NO 6437, DATED Jlt.Y 16, 2008 Ft! l4 ill 20,11»1 9, STORM \r'ATER POLLUTION PREVENTION PLAN PREPARED BY TERRADATA INC,, DATEllo ruw.,,i.,,oo~ \r'DID N□. 9 37C 354450 10. STORM \r'ATER MANAGEMENT PLAN PREPARED PREPARED BY TERRADATA INC,, S\IMP 08-0025 IL CALIFORNIA STORM \r'ATER QUALITY ASSOCIATION BHP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE Bt-P MANUAL, LEGEND _,,D=E=S=CR=I=P-=.T=IO=N'---------=D=W-=G=.N~O=·--~S,_,YM=B=O=L ______ QUANTITY 8' PVC Ir' ATER PIPE .................................................. -;--I, ----IV fIRE HYDRANT ASSEMBLY ................. C.M,\i.D, li-12 C>0CI GATE VAL VE <12') ............................... C,M,\i.D, 1,-13, 1,-16 flt GATE VAL VE <8' ................................ C,M,IJ.O, 1,-13, IJ-16 flt OOUBLE CHECK VALVE DETECTOR ASSEMBLY ... C,M,\i,D, li-22 _,, __ __ THRUST BLOCK ................... , ......... C,M,\i,D, li-15 <J 2' \r'ATER SERVICE ............................ C,M,\i,D, \i-4 -;;::,, ~ BACKFLOIJ ASSEMBLY ................. C,M,IJ,D, li-20 -i!'!!I BLO\r'-OFf' ASSEMBLY ................. C.M,l,,D, \i-6 ---0 IRRIGATION SERVICE CONNECTION ........ C,M,\i.D, li-4. -iii 2' AIR VACWM VALVE ASSEMBLY ........ C,M,\i,D, \i-7 --e 2' MANUAL AIR RELEASE .•.....• C,M,\i,D, \i-6 ■ TRENCH RESUFACING ........ ~,k~G~~lYPS-A-> ~ 6' CONCRElE CURB CONCRETE SIDE\r'ALK S.D,R,S,D. G-1 S.D.R.S.D. G-7 EXIST, AND PROPOSED PRCPERTY LINE OR RJGIT or \r'AY LINE EASEMENT LINE -------- MASONRY RETAIN!t-.G \r'ALL BY SEPARATE PERMIT S,D.RS.11. C-6 <TYi'£ 6) ------- DETAIL REFERENCE CONCRETE PAVEMENT <BUS STOP) CONCRETE CHANNEL LINING CONCRETE HEADIJALL S.D.R.S.0. 0-70 S.D.R.S.D, D-36 2632 L.F I I EACH 4 EACH 12 EACH 3 EACH 7 EACH 6 EACH a EACH ~ EACH 2 EACH 4 EACH 7 EACH 20~ l.F 322 LI" , 1610 $.I". 1850 SI, 685 SI, 630 Lr. 1400 SJ. !STING) EX SIDEliALK 1,A:x1sfffiG PUBLI! \r'ATER MAIN • 'EX! STING S!DE\IALK ENHANCED CROSS \r'ALK PAVEMENT PEDESTRIAN RAMP DETAl Y ON SH£EJ 8 S.D.R.S.D. G-27 (TYPE A) S.D.R.S.D. G-12 4 OOl U ~XISTING PUBLIC SE\IER TYPICAL SECTION -PASEO DEL NORTE REFERENCE DRAWINGS CARLSBAD DRA\r'ING NUMBER 398-SA CARLSBAD DRA\r'ING NUMBER 398-8 N□T T□ SCALE CARLSBAD DRA\r'ING NUMBER 246-8 (SHEET 3 & 4) CARLSBAD DRA \/ING NUMBER 460-IA CARLSBAD DRA\IING NUMBER 460-IB SHEET INDEX I TITLE SHEET, NOTES 2 INDEX MAP AND DETAILS 3 Ir' ATER LINE 'A' PLAN AND PROFILE 4 \r'ATER LINE 'A' PLAN AND PR□rll.E 5 Ir' ATER LINE 'A' PLAN AND PRIFD..E 6 \r'ATER LINE 'B' PLAN AND PR□rll.E AND SE\IER IMPROVEMENTS 7 \r'ATER LINE 'B' PLAN AND PROFD..E AND SE\IER IMPROVEMENTS 8 SIGNING AND STRIPING PLAN 9 SIGNING AND STRIPING PLAN 10 PUBLIC CUL VERT PLAN AND PROFILE It FILTRATION STRUCTURE DETAD..S AND SPECJfICATIONS BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PRO.£CT IS A PORnON OF THE CENTERUNE OF PASEO DEi. NORTE PER 1./AP NO. IJ078 I.E. N 22'2!J'26 W PROJECT LOCATION THIS PR□JECT IS L□CATED liJTHIN ASSESS□RS PARCEL NUMBER, APN• 211-021-30 THE CALIFORNIA C□□RDINA TE INDEX □F THIS PR□JECT IS• N 351,000 E 1,672,000 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHO\r'N ON THESE PLANS \r'AS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON, APRIL, 2000 \r'ITH MODIFICATJ□NS PER FIELD SURVEY BY MELCHIOR LAND SURVEYING DA TED MAY, 2008. TOPOGRAPHY SHO\IN HEREON CONFORMS T□ NA TI□NAL MAP ACCURACY STANDARDS. CONCRETE CROSS GUTTER 48' RCP STORM DRAIN PIPE STDRH DRAIN CLEANCRJT <TYPE A-4> SE\r'ER LATERAL \r'ITH CLEANIIJT SE\r'ER MANHOLE <SHALLO\r') STREET SIGNS S.D,R,S.D. D-9 CITY !K CARLS8AD OWG. S-7 CITY !K CARLS8AD DWG. S-J CITY !K CARLSBAD STANDAAOS REQUIRED TREATMEN'j' CONTROL BMP TABLB TYPB DESCRIPTION OWNERSIDP STRUCTURAL FILTRATION CTP/SC TITLE TREATMENT BMP STRUCTURE lilDING CORP. SUSMP PROJECT PRIORITY HIGH CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS IIIAINTENANCB AGREEMENT BMP AGREEMENT AND CClR'S NO. OF f.H.(S)lLF.flOW 17 5o G.P.1.1. OUT Of' _l_F.H.(S). .---------------------1 BL SPRINKLEO~O ••• FJlOW __ G.P.1.1. CARLSBAD MUNICIPAL WATER DISTRICT ( 1200 SI, -----------, 500 LY, ---------- 2 OOl 4 EACH 1 EACH 0 6 EACH I , I I .. ' ' . SHEE1 NO. MAINTENANCII FREQUENCY SHEET 10. A. 1' a TIMES / YEAR AND nc.11flZIJ I], AFTER MAJOR STORN , . . EVENT LU IL TH 1-z.J.i1/ot_ EXP. /7J 'J J,//J r DATE e.'1', i'tft -X. 7A -JU..· ;,.+~t, 3/W<A DAVI A. HAUSER DATIE ...,... 3 s zeo DATE DEPUTY aTY ENGINEER R.C.E. 33081 EXP. 6/30/10 l-----+--1----------------<---+---+---t-----ll SH~ET I ;::IM=P::;:,R=O=VE:'..:M::::E=NT=P=LAN=s=ro=R:======:==-=~~ CITY OF CARLSBA ENGINEERING DEPAR™ENT CARISBAD PASEO --------· - " ' ' ! . r i I ' ·, I I I i 1 1 l I ! r ' I : ( ili T ', ' :1 ! I ; '·' -· / WATER LINE LINEAR AND CURVE DATA TABLE f.UMB£R B£ARWj;DELTA RADIUS/LENGTH DESCRIPTl□N LI S 59'11'30' IJ 52,59' 8' PVC, AIJIJA C-900, CLASS 150 L2 S 5Y50'25' IJ 14,1'1 8' PVC, AIJIJA C-900, CLASS 150 LJ S 55'50'25' IJ 116.83' 8' PVC, AIJ'v/A C-900, CLASS 150 L4 S 63'11'57' IJ 38.71' 8' PVC, A'v/'v/A C-900, CLASS 150 L:I N 26 • 48'03' IJ 147,51' 8' PVC, A'v/'v/A C-900, CLASS 150 L6 N 26'48'03' 'vi 469,31 8' PVC, A'v/'v/A C-900, CLASS 150 L7 N 26'48'03' 'vi 72,13 8' PVC, A'v/'v/A C-900, CLASS 150 L8 N 25'12'24' 'vi 337,45' 8' PVC, A'v/'v/A C-900, CLASS 150 L9 N 64' 47'36' E 31,90' 8' PVC, A'v/'v/A C-900, CLASS 150 LIO N 67'30'16' E 176.34' 8' PVC, A'v/'v/A C-900, CLASS 150 Lil N 67'30'16' E 107,68 8' PVC, A'v/'v/A C-900, CLASS 150 L12 N 34 '09'35' 'vi 9.55' 8' PVC, A'v/'v/A C-900, CLASS 150 LIJ N 22'29' 44' 'vi 239.98' 8' PVC, A'v/'v/A C-900, CLASS 150 Ll4 N 44'59'44' 'vi 6,05' 8' PVC, A'v/'v/A C-900, QASS 150 L15 N 22'29' 44' 'vi 663.27' 8' PVC, A'v/'v/A C-900, CLASS 150 L16 N 63'11'57' E 20.11' 8' PVC, AWA C-900, CLASS 150 Lil N 63'11'57' E 20.11' 8' PVC, A'v/'v/A C-900, CLASS 150 LIS N 64'47'30' E 8.89' 6' PVC, A'v/'v/A C-900, CLASS 150 L19 N 69'12'24' 'vi 16,11' 6' PVC, A'v/'v/A C-900, CLASS 150 Cl 11'39'52' 400,00' 8L43' 8' PVC, A'v/'v/A C-900, CLASS 150 USE HIGH-DEfLECTl□N CIJJPLINGS FDR PIPES IN CURVED HORIZONTAL ALIGNMENT r------7 I I ------- I --,---' -----------I I I __ -.--_ J ___ , --1---~~_:..-1-,-=,... _ .r--=-~ ~~~-~_:::;;-::1 fr = __ --__cc-..c--"-·---------------------~ ...w-__ -1 _ _ -1 I I -----_._-;_ ----~~ I I c-=~C".: ,~;]F==:::, ='t=e== -'-=---=---==--=-----=-.::=-M .---L -= ----------l I I rJ , r--· · ~~ . -. -~ -,----. -·-1 "" 1 1-" Jt-1-·---•-◊. -<>J o 1uc'.'.,.,., ◊J · '> ~:~ -'_ -c-== -- ◊ -~ I I \ ======~-;:::rm= ! I I ◊ I I 0 I " \ ◊ 1 : :: : f'j 1 ◊ I •------j ===.o ◊ -·· c··--------J I I i1 I i i\\ I : :: : s I I r·· ' 1 L-. r·---j l 7 ----'· ·-.,?, ..., 1 \ o 1 , ", > 1 o ~ " Ju.fl.r---,JTAlr-·1-Wt,---,JW1r ~ ;',J(t o I 1 ~ 1 ~ \ I : :: : 3 I ◊ I i l -0-j --v-, ~ Q . ~-i / / 'j ◊ "1 r-·--I I jF I ◊ <---J _ __J--{ ___ ~ ◊ ..., x' ~-~-=:: , , -t::.=:::::r _ , , _ -~--_ , , ----<>>-----<◊----<◊>----<◊>--~ .. ~--<o rrr: .i.---:-~,_:71::e_--~=-..jl~ 1 ,: , 1= ----l O rr r - - - - - ------[-fJf ----~-=:~= ---___ j= - ----lf -f L I II I I II I I I -- ~ --:c::::---I 'A'SE<FJJErlf(FRT1 ROVEMENTS SE SHEET 8 A A A / / T / 0 -~\~-_r-~ -e ---J --1 r:::=-=------..........;-ct----i----.-·--====i-:.;:-1_-_-~-1 'i'. -.. 0 --~~----·--t~ . j-L ~-~ ~ ____ -~--t--__ _ _____ ~=---__ _ .... ~-____ ! _____________________________________ L ______________________ ·---___ =--:~::-=---~--=-_ -L rj -- __ , -....... , --I I F-I L ______ _J INDEX MAP AND HORIZONTAL CONTROL DATA SHEET SCALE• 1'•40' zf,,l,o oAn: 1---+---+----------------t---t---t---t----i I SH2EET I :=:=~==EN':::G::I::::NE::E:::R::::IN:::G::D::E::::P::::AR::::T::::M:=EN::::T===;~PJ~ 1-----+---1--------------i----;-------1---r---i IIICPROVEMEN'l' PLANS FOR: CITY OF CARLSBAD 20 o'----~20 40 ' CARLSBAD PASEO CNIL ENGINEERING • I.AND Pl.ANNING ~ erra Engineerino Inc. , 1843 Campesino PYace , --~""' Oceanside, CA 92054 . .. ele: (760) 439-ZB0Z . Fax: (760} 439-2868 I , I . i ' I I . r i: I , ' !032009 ' _____ , ___ ,, __ _ ---_,__ ., ·.·.: i:.;:":-"';"·: ,::-: ~-;-:-:'..-:-..:.;:· . --, •.•• -. ·:·· ;-: · .. -:: . ,- ::::. :·:-:: t.·--.:: _------~ ' --_ _. ... _ ··. ---. ---------· ------ ", ","' . ' --------------.. ---.. , ---... ---.... , .. ,---------- - -:_, ~-· : .:._ ·; -~·:: --.. ,---,,---- -. .-·: -_-_-_ -_--~ .. : .. ~-.... ;:. ... . . ,... ' ... --. ., ----. ---· ------:::·:· ·--:--:· -·----;-:_~ __ ;·· ·-.-..:·-.,., :-.-· ·.: ----···•--'· ~------·-·---,._. ·----... . .. - -' -. ----- --------·--·-'""' - . ... ··: .--.: ···-.. "· . ·-_ .:.-.-. . " .'." :·:.: ·.-.::· ·: ;: ~-;:," ,. . .. ::·.:: ·-'" .. , .-_. ---. . - -. -;,: ·_-- : ........ . ··-· ··--·-· --:~ '"'" i.:.·.--.:: --" -- --------. -··· 1::- -·--:-: .... ------- ·;: 1, .. -,: -.-.------ ---.. __ . - -. . _--.- ----_-_-_ _-. -__ - - I .. :. ""'"' ···-,: . .-... ,.:.: ~::·:: 1--:,-:-: ---; : : -----···-· ---· ..... ···-. - • :::· i.:.;. -_-_.-- ... .... ------_--_--.. --------·: ;:_-::_ . """' ..... . ·-_,,_ -· .. _. _-, ·;;__ .:.. .::.. •·-•-• T"" ... . ---"' '" "' '" r· • .. , .. ----... --------- ------...... ·; _ _.. ,_-___ : --------. ---'" - --•· --""'"" .. , -·-··· . ----------- • -1.' .. _ _. -• -.. ---------- ,------- -. ----; .· .. _ _. -~· _--::.:-; --~:. ' -_;_~ .. ... . .. -.. -. --'" . . . . -.--.: ._..__ . - :::'. t_;:.-. ::::. ~::. :~.~-;;::::. -;;_--_:__: . ........ "'"' .. ----... --- -.... , --:::.· ---.-:· .. :--· . -· ----"" - ---'" --- __; ------- -3 8 4 0 -· -----.:-----~ .. - -----_-_-- -·_ -. . - - - - - -. --__ _. .. ----· -·-· ·----.... .,_ .... ·-··: i-::-;; __ . --- -. ·.: . :.: ~-;::: ~: .. .;.:::, ::;;_:: ::;· -:::·---·--~--~-----.. - -... .... "·-"... ----.. - --·.: -.:: r:::.. -::--:-:--_._:-::· I·::·_-:-<--· -----. .. -- .... ·-· .... ·-.. -_ -. ;-__ ; -; ._. ._.' - -· --·-... ·-:: .-:: ····-...... ~;·_-: .· -·---··· --· . . --_ --: - . :· . _-··:-... _ _. :. - -----:-::. - - -. -•. ·: 1---_·.~ _. ... ----- -... 1_, -- . . . --_---- - -·.:.-:·· -------. - I . ------.-:· -__ _--.... -- ----. ... -. . '" :. ' ·: ' . -' . .. -:~--:·~:" :. ~--.. _._,_-_ _-; ' ---. ---. ---.. _,_ --------.. , .. ·. -,:_ .. ·-...... , ..... _-_ --- -_ _------,-r:::: 4 4 4 8 .· . -_-- :·.· ; ----r-------- --I -... _ -. :.: .. . .. . :·.: ~ '' - . ... _ ---_---- ._: _--: -.. -: .. -:; --___ -_ ----.. -., _-. --: ..... - ::-: '--: _; --~ .. ;: -_: -~ ... --:. ·:--:_ ----------- •. :.. .. _-_I. -'_. ---__ .. ·_ - I : -, ' --_-" -: -.--.: -. ' --. -._ .. --· ----:;_: :::.. . ::; --·, - -·;·_· ,; . ; _-. --._-_-_ ---... :.. ·--·: --__ , - - -------_-_-----: _. . ,;,: __ - -.-...... .-,· .: ____ --. -·--- _·_ "_ --. ---1 -__ : •. :: .• --: -. -. _-- --.-. " __ _. ... .. -----·-·· ------ .; .: . ' - -i.;_:-· ,;:-_· - ------... " --r-. _· ---I-.'. :: .. -I . --. . ~--'•"· -. ---'" _. -· -----" .. _ ------- ----... -----_ 1.,;,-,;·· . -""" .......... , ....... . :~·;" __ :::-:· -----· --- ,-.. -r_:__ -_.. -·------- . . -- - --------- .... . . ; t::·· - --·-----.,.., ---. --" . '.'".. _;·_ .:·-. _--.: .. .-.-: ... . : - -;: _' _---- ---: :;--__ ;-:: .. 1:.::: . _·_:: ._. ·,:. --------; ._. _ _. ---·-.......... " " . -- .:, -_ - -_,·-:-i---:,-· -_---_-. ::·- . ........ . __ -,; .. i.;·; ' ·; ;·· - -... -. ·; ..... -. .-. ::: : ; I .. : --.. .._... .,. . --. ----.... -· ---·-·--------,.,_. : ·_·: . ·"' ·-· . -------------,. ...... -., .. , ---- -----.... -- . : .. _. _ _-_ _. . .... ·-·· ----. :·. _._. ·:::· -----------· ··--.,_, -·· . .. . _-.. -.. . ·-_·. '" - _-------------- 1-------,. . ---_ · _ _. :.. _. __ -: -__ --~---------__ --_ --':.:-f-:.· .• _-_ ---~--~-:. ::_::: ·r:..:~-------:. __ ---:_ :.---~----:·:· -------------·--------- ----~ :.. '"". --· " .... L I i WATER LIN[ LINEAR DATA TABLE 111.JMBER BEARING/OCLTA RADIUS/LENGTH DESCRIPTION! ~~ ~g LI S 59'11'30' \J 52.59' 8' PVC, A'l(\JA C-900, CLASS 150 t~ . (£~,:_;~® .. L2 S 55'50'25' \J 14.11' 8' PVC, A'l(\JA C-900, CLASS 150 L3 S 55'50'25' \J 116,83' 8' PVC, A'l(\JA C-900, CLASS 150 EX. ~ P:i£.f~rl"'W\ ~ '"°• E.&..Jl' £:LC PIP£ (/j) r1 ~ 11«_ • J L4 S 63'11'57' \J 38,71' 8' PVC, A'l(\JA C-900, CLASS 150 L5 · N 26'48'03' \J 147,51' 8' PVC, A',/\JA C-900, CLASS 150 L6 N 26'48'03' \J 469,31' 8' PVC, A',/\JA C-900, CLASS 150 L16 N 63'11'57' E 20.11' 8' PVC, A\J\JA C-900, CLASS 150 N£\J 8' PVC PJPE7 CAUTION Nil CUTTING Of" ASBESTOS COIENT PIPE <ACP) IS PERMITTED. CONTRACTOR SHALL REOOVE ACP TO NEAREST JOINT COLPLING AND INSTALL AN ACP/PVC ADAPTER AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INST All PIPE AND COHPLETE THE \JATER MAIN CONSTROCTIIJN AS SIOIJN, 20 0 20 40 ---- Scale, 1' = 20' g~~~g CNIL ENGINEERING • LAND PLANNING lfff/4fl/PIJ.lgJterra Engineerina Inc. <!i)SCH~gAJc~f__EPIPE DETAIL -LLGEN _ --.....-...-...,,~ ~ ~~1,Af~,Y~ 'Q!1' (I) 12 .. X!2' xw ~D TEE li?m"rHRu§T BLOCK (\1-15) ® (I) 8' FLG'D X PUSH JOINT . GATE VAL VE (D (I) 2' MANUAL AIR RELEASE ASSEMBLY PER C,\J,\J,D, IJ-6 (Q) (2) 2' BLO\J-OFF ASSEMBLY PER C,M,\I.D. \J-6 ENGINEERS NOTES 1) CONTR/\CTllR T□ V£RlfY HORIZONTAL AND VERTICAL LOCATION IJ' EXISTING UNDERGRIJJND \/ATER, S(ll(R, STORM DRAINAGE, GAS AND ELECTRICAL SYSTEMS PRIOR T□ TRENCIIING FllR NE\/ COl'KCTING FACIIJTIES. IN Tl£ EVENT ACTIJAL LOCATION VARIES SIGNIFICANTI.Y FROH THAT SHJ\IN llN PLAN, M ENGINEER IF \JORK SHALL BE OOTIFIED PRl□R T□ PROCEEDING \JITH INSTALLATION, ALL EXIST, FACILITIU SHALL BE PROTECTED WRING CONSTRUCTION. 2) CONTRACTOR SHALL R£HIM AND R£PLACE ALL CONCRETE CURB, (l)TJER . ___ ,, ... ----·· -, ' . -----·---- -... ;, --_: __ c--_: : .. _; .. ---__ -- ------ I I SAME POINT----f-::_=::: (!) (2) 8' FLG'D X PUSH J□INT ADAPTER ,\ r-~ (1) 8' X8' X8' FLG'D TEE \JITH THRUST BLOCK (IJ-15) ~ _'ff ~{t FLG'D X PUSH J□INT GATE VALVE . . 1!.1 (1) 2' MANUAL AIR RELEASE ASSEMBLY PER C,\1,\1,I!: \1-6 • C . ' . -,· -. . '_- _·;· -... .--. -----------_-_ .::·.-_--- _-.. -_--.. . ' _-·_ -: - . -.. _" . . r-: .. . .. .. · ---- ---.. :--:. : --_ :_·:: .: - -----------" --· --_.__ ... -_ _-:--~· :: . .. ·_-. ---- I ____ ~ERTY LINE~ --~ _____ _fROfEIUY LIi:£--,, ! -7 -,~,~--◊---! CONSTRUCTION LEGEND BENCH MARK • • DESCRIPTION• 4' PLASTIC CAP <S-. D. COUNTY CIJNTRQ PT, T-1307> L □CA Tl□N, EAST OF RAILROAD TRACKS IN RAILROAD R.□.IJ, 500 fl. NORTH □f PALOMAR AIRPORT ROAD. i--PRDPERTY LINE . ~ V ; :i:'f.l!/1 t v•----,-.,;·/,__. ------:~,,,,,-·--·-------..-.... i.--·········~--·----,--------·-·· -···-·-··-1,.·N~, j'rf' ,r1,-+, ,r1---!c: ~4 .. · 30' DRAINAGE EASEMENT ·---~J- ~==·-·------·-----,-----.:,· ..,~,·.;,-,__-1==-=·=--=·=·-= ----c;_ ~' f~- . -· ;;·--· · A, ~ LINE A PLAN ANO PROFILE. STA 1+00 TO STA 6+75 7Jll!i,, , -1,n 4!>.«UILT APPR.O')'ED: .OAV,,D.}), l(AUSER M°!J-0 J ~ REPLACES SHEET 3 APPROVED 3/6/09 C, 11,/()1) f"-VY fi:l_". 11./1,,. X, ll,.~ 0d 4rzru. G'-?, 3.~1-01 <1>{iz/CII ~~~o~, ~?1i /~JOl-J-.!'.~•;,_;+.:2~RE~V~l~S[~CULgVgER~T.JC~RO!!,S~S!,!lNG!!...!!A~ND~P!PE!3c...:::t_V!,!ER!.,!_T!!,IC~Al'--l--+--l--l-'-+--'H DEPU1Y aJY ENGINEER PE 33081 EXPIRES 6/30/10 DA TE 6 0 IH () ~ r ,. PIPE ALIGNMENT - W-~ 1843 Campesino Pface "¾,/~~T Oceanside, CA 92054 @?s ?=' Tele; (760) 439-2802 ~ Fax: (760) 439-2868 AND SlOC\IALK PER S.D.R.S,D. G-11, DAMAGED AS A RESllT [f CONSTRUCTION. PR.rt? UNV/.E UPERVISl□N □F, L.I, ___ b -_DATE_5/~-1,fJ7 GARY ,{IPSKA r RCE 23080 EXPIRES tZ/Jt/09 O\Ylf BY: I PRO..ECT NO. ORAWINO NO. RECORDED, ..1.19"8,,,_0_,A,.,D,.,L~-------------- ELEVATl□N, _4~6~.6~7 ________ DATUM•~H=.S=.L~--DATE INITIAL ENGINEER Of' WORK REVISION DE~CRIPTION >-0-:-A;-AP~PRQ_IN_l:-:-L-+---:-;-AP~P-~-0:-:-~-, ~~~~=D~=~~'. _l~w~~= ~ __ M_S_0_7_-_0_2_~~4;~6_0_-_1_~ 9 ----------------------.-----------------------------------...,..----------------------------------------------------------..i.--------------------0. • • i '. I . ' I i ' I i '070809 , i :IIIIIIJl/11 I I --· ·-· ,----"" '., S=-1.lY. =-,lY. ½!.~~JP PIP£ CONNECTION DETAIL SCALE• HORZ, 1'=20', VERT, 1'=20' ~~E~SEMENl.bl..!U~~=·--=-~~~~·=···~···~~~~ 0 4 · 0 6 0 8 ·. ~~----·--I V ,---··-·----v-·-· u-. ;~-Wm,rtg~fu,:'AN;T~:s~s;v·=·:· i·ij-a=-~·=·=-==·="='"".:="='"".:="======~; .. JJ=::d=:itfr: ~i2;&;Y_i'{;f;}k~T;L;g;u~AN~tf~y~~~=t--==--==i=:'=::_.:,=.-==--==--==--=+-j_J~f:;:::;~:tttlrt_;;;_;;;::==:::-~_~~=-·:·~-=~~~~~~~~~--:::·_·~-·-·:::··_·-~-~~~=~~--=~~-~==~-:_~f,_,~ __ i. '"- -,,,.--, --· ~ ------------r----i ;1-r'~~,/~po~~i1~ , .. ~ --· '"~u .,~~?; -\~&~'il; -<>-~---·-0 ~-I~--t-7+St,37 · RE?_{~/lf.,-.,,,_?Ql_ ,_. ~ ~-□I?J~~./~iKA~i~k_v ~-.. -~bL}--il ~l!!!!I 'EA-: oo e~r,~~f~)~\~v!~.~}--·----~-----;::::J:;=·--=. __ =_7J------'r_-_~..__-____ . __ ::;_J I WATER LINE LINEAR DATA TABLE f.UMBER BEAR!Mi/DEL TA RADIUS/LENGTH DESCRIPTION L6 N 26'48'03' 1,1 469.31' 8" PVC, AIJ'wA C-900, CLASS 150 L7 N 26'48'03' 1,1 72,13' 8' PVC, AIJ',/A C-900, CLASS 150 LB N 2:i'12'2 4' 1,1 337,4:i' 8' PVC, AV",/A C-900, CLASS 150 L17 N 63'11'57' E 20.11' 8" PVC, AIJ",/A C-900, CLASS 150 ENGINEERS NOTES I> CONTRACTOR T□ VERlfY HJRIZIJNTAL AND VERTICAL LOCATIIJN IT EXISTlNG IJNOCRGROJND ',/ATER, SE\IER, STIJRH DRAIN/\(j[, GAS AND ELECTRICAL SYSTEMS PRIOR T□ TRENCHING FOR NE"1 C!JNN£CTING FACIUTIES. IN Tl£ EVENT ACTUAL LOCATION VARIES SIGN!flCANTLY rROH THAT SHNN ON PLAN, Tli: EN!ill£ER [f ',/ORK SHALL BE t()TlfI£D PRIOR T□ PROCEEDING 'w!TH INSTALLATIIJN. ALL EXIST, FACILITIES SHALL BE PROTECTED ruRING CONSTR\tTIIJN. 2> CONTRACTOR SHALL RE~£ AND REPlAC( ALL OONCRETE CURB, GUTTER AN& SIOC\IALK P[R S.D.R,S,D. G·ll, DAMAG£D AS A REstlT IT CONSTR\tTIIJN. 20 0 ____ 20 40 Scole• I' = 20' CONSTRUCTION LEGEND <WATER) @ ',/ATER PIPE 8' PVC PER A',/',/A C900 CLASS 150 @ 90' BEND, PUSH -.OINT X PUSH -.OINT 'w!TH lliRUST BLOCK <C.H. ',/,D, 'w-15> @ FIRE HYDRANT ASSEHBL Y 'wlTll 2 -4 INCH AND I -2-V2 INCH PORTS C.H.',/,D, ',/-12 @ c:' 'wATER SERVICE C.H.'w.D. 'w-4 @ 8' GAi£ VALVE C.H.\l,D, V-16 © THRUST BLOCK C.H.'w.D. \1-15 @ I' ',/ATER SERVICE AND I' HETER C.H,',/,D, 1/-3 @ 2' AIR V ACWM VAL VE ASSEHBL Y C.H. \l,D. 'v/-7 @ 2' BUN IJT C.H.V.D. 'w-6 @) 22-V2' BEND, PUSH -.OINT X PUSH JJINT (0CTLA=22'30') 'wlTH THRUST BLOCK @ 8' ABllVE GR(JJND IWBLE CfCCK VALVE ASSEMBLY C.H.'w.D. D'wG. 'w-22 @ MAIIJAL AIR RELEASE ASSDt!ll Y C.H. 'v/0,D. ',/-6 @ TRENCH .RE SURF ACING . S.D.R.S.D. G-24 <TYPE A) @ REPLACE CURB AND GUTTER AND SIOC'wALK PER S.D.R.S.D. G-11 •---•---•---•- ~ PLAN: 8" PVC WATER MAIN (IlNE ':4") ~ SCAL[I 1'=20' t . ---..... -·-· --·--- 2 4 ·----·-. ---. ., ----. ---"~·--····-,.✓i: ______ _ +-------'----------------l -----·---·----_ _:: .... --·-··-v-·v - (21.11' [ffS£T LEFT) I EA-6! FIRE HYDR~!L..=. ... . ·-··1 . t+ .. -. ~-. -.. ---.---•. --.. ::--.. -. -----------------~ -·--··-··--· --·--. --···----·L. . _f, L __________ _ ----···-"" -·-·---··· --· --L-tas=··-1--=··~-="~='--===--=='-="> ::-,,, :....=:· -_. ---_-_-_-' :....__:::,] -----= --.. _ - - --f-= --t-------------I I u, t 11 I -.. _1 ___ [~lfiu__ _ __u_ ·-1 ij~ [ -----------<t(::J . 1 _________________ .,., ii ' I SEE CONTINUATION SHEET 3 IL T 11 11/11/0, 'll I ,, DATE fsiml CITY OF CARLSBAD l---......+--+-----------------,--+--t---t--1 LU ENGINEERING DEPARTMENT 1----1---l--------------+----+---+--i--1 1--~---1-----------------1---+--t---t---t IMPROVEMENT PLANS FOR: CARLSBAD PASEO DATE ,! . ~ ' 1 l ! ' ] -I ' ·I ' ' ' I I 1 : ' : 081209 \ 070809 I '' _· :-:-_ I-".:_ ---· ::-:-:·: --:_::--:-----. f ~ · __ : ---;·-_ -·;··--:-:·· :.... --~--:--__ ·-;:. _ --~---:.·-:::.: :·· ____ r:·. ___ ::·: --.:-_-:·-_ ·_: .::·: ·,·::_-:--~-r.";'-:----~ ·-: -__ : ~-_:-::.r-:--: .. ·. _ _--:-.r,:.:('.::'.:-·_ --:· -.. : -..:..: _-.-.. · _-•. --:-.·:-·:·-:-_:-1~~--.::.' . ___ ~-_.-!;:'..-::: _-.-1--.: :-<----·-:..:: :-.:-·.:-:-: - -~~;-_ ._;.,·,:-·.-:; --:--· -[: .. :._.:,~-::I-~--:-: t_.:--_-_-:-~--: I.< ~~--:· :··-:... _· .: c. ·: .-:-: ; _:--.--::-~ --_----~::. r.:_:.-:-. -~_.--: -·-~-.--_ ··: '.· :-_ I ~:-_ ,: <;-· (:_-----· · .-__ -_ -: _ ::,·: __ .:._.:-,'. :,.._ ~~ _ : . .'.:: t~--~ C ; .: .. .: i _:-.::I: --·-. _-... _ _._._-.. :.: ~--: _·-_ ----__ ,._ - . . -_;·-.. :..;: . ··: : -··: .. _--I .. .. ·: ~.-::· I·< ~::.· [:~: !"-~;_;-. -_;; :·,:; ~.:_:~ :i--:. _.._--.--~--i'.--::_- .:.: .: -.-::· f;·.---,.-_ _-,.--:-:::_· ~.-: 1 .. -.. -~--_ ·-_-,-_ ·:-~ ::::·· t;::__ -~~-: .:: [:-::· --~-:-_·_;_ -_·, -_-:.:;:, .. _;:, :-:_ .·.: f'."--<-~ :·.---: .. :::·· . .t--':' . .-.:. :----.: ~ .. ::--: ... _. ___ .. 1-:=_-.. : .:;:.· -_.-___ ;_ ._, .-. 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C · · -r--·--· I···· : ---~: -~ !;~;_ f:.~·: -· :-~--_" .--~-;-.:.:~~ :(_ (_:-~ -~:·:;: -:_:_:: -:· __ -."":.·: ,~-~-F~-~{ ';:'.-;: ;:_·; ~-.: · t ·-.:;:· t_--::;: ,:;:;-:;·::; r._:~_ ~;_:;; 1~:.:~ I·~;_.:-:::. <.- ~ ----------------------- SEE CONTINUATION SHEET 4 I/ATER LINE LINEAR DATA TABLE NUMBER BEARING/DEL TA RADIUS/LENGTH D£SCRIPTION L9 N 64'47'36' E 3L90' 8' PVC, AIJ'JA C-900, CLASS 150 LlO N 67'30'16' E 176.34' 8' PVC, A',/IJ/l C-900, CLASS 150 Lil N 67'30'16' E 107.68' 8' PVC, A',/IJ/l C-900, CLASS 150 ua . N 64'47'30' E 8.89' 6' PVC, AIJ',/A C-900, CLASS 150 Ll9 N 69'12'24' V 16.11' 6' PVC, AIJ'JA C-900, CLASS 150 ENGINEERS NOTES D CONTRACTOR T□ V[RlfY HJRIZllNTAL AND VERTICAL LOCATION IT EXISTING UNJIER(iR(JJND 1/AT[R, S£11ER, STllRH DRAINAGE, GAS AND ELECTRICAL SYSTEMS PRIOR T□ TRENCHING rOR NE',/ OON1£CTING fACil.lTIES. IN Tl£ EVENT ACTIJAL LOCATION VARIES SIGN!fICANTLY rR™ THAT SHJIIN 11N Pl.AN, Tl£ [11;;11£ER IT ',/ORK SH/\1.L BE t(JTlfIED PRIOR T□ PROCEEDING 'JITH INSTALLATION. ALL EXIST. fACILITIES SHALL BE PROTECTED WRING CONSTROCTIIJN. 2> CONTRACTOR SHALL ROIJVE AND RIJ'I.ACE ALL COICRETE CURB, GUTTER AND SIOC\/All( PER S,D.R.S.D. G-11, llAMAG[D AS A RESll T IF CllNSTROCTION. . ' ----· ;:: .. -.. :: ------_, -. [:"__I .. --------------EXIST. 36' RCP PER CITY DRA'JING tn 166-9/1 --------__ , L -- -- NEIi 8' PVC PIPE'---1 (IDSCH~gAfc{tEPIPE DETAIL LEGEND ----1-:·:·. -. __ -_ :.;,·.--· -------- - ------ EXIST. CURB UN£ 0/ EXIST. SIDE'JALK- --------,- • -1----- -"'.", i:-•: ::.:;·· _.:-:.:.:.---·.:; _;:_ .::.:.:. :·::_; :.:.: ::-;. ,--:· 1-. _ _; . :_,. ..•• : r··; -___ -·: ·;: .. :_ -::: -·: :. :. ·:· -;: -- - --------r--~ -_-I : : _ ;_;· :_: .. I _:c, - -_'_ t:--.---·_: .. --·_;-: 1:·· --·;_ ---.-~--. • -:: I·.:; - ' -·-;. - . ... 1';: -.-_-_: 1::·:: r ;· VJ EX. SE\IER LIN£ '-.I .:..-:.L . . . .. --. : i .. _ :-· ...... 1-.... , ·_:.-----:----. ::"· _-;.'-;: .-;_ __ -;:. i::-~ r": -: -- -1-----... : - -_-. . -I~., ···_·; · .. ;·_ - _.: --, -_'_ ---·_: F--_-_; L"" --::. ._.·: I:,_: --~::f~- . -~~:--_:· 1::'.;:_ '"' --. _-t'" -... _-;_ ----- ::--::_._:1_-_ .. :1• .. ---I"-----... -~;-_ ---;-_--- _;, ;:· .. ;:-,:_·_ ;:_-; ~--·,:-_::"_ :::~1--=:·_ ~--~--~----: ::_, :; .. :·,_; _; .. ·_ --_ .:·.· _--_ . ' ":: : _: L;. C _-_--~ .:.-: r--.:.:. -I -_--I":::: -~~ J:.:,. : , :~-~---:-~--_ ::_;,: ~-:·: :-_:: _. __ ; L: _ ;; __ I;:;-. -_ ~~:-: --.---. 1· ... ·.---~----_: ·.:;:· -~.--1---: .. _, -__-, .. ; -.--.. - .: .. _-.. . -_-.---1·.: __ ·_::. 1·:_-: --_ 1-:·:_._ p·:-F·: .. ·-···_-·: .. ; -•••• I •. '::. .. ----:>,'.-.. • OFIL[ VIEi VIE l I r----EX. 12' AC PIPE T , NE',/ 8' PVC PIP~ ,,.... +40.28 <PDN) 16+64,58 <LINE 'A') @r? '..!,I·· I (lJ) EX. 12' AC PIPE- I PLAN VIEW ffiSCH~gAJc{firPIPE DETAIL (Q (2) 8' f'LG'D X PUSH J□INT ADAPTER ... , ... -_ _-_, ' - -i;._. - . ----. --_,_;··_. -" -_-_ .:::: _ r::~.: :::·: ::.:·· ·::::· ~_-.:;· ::.:.i ;.:--.-. r;;';;_ ~:-:-:·. -__ · ~---~:. ---_ -:; 1.'.. ----t ·: --_-f::: .. · .-,:. : --_--.-. . -_ _-_-:· :·.: .. I.:.·,.-_,_ : ::_. ,-~ :------· .---;:-_. -- 1 .... -- :: ~--:_ I-~.:. t:::_: {-_;_-'; _-- ------:;:-;... :~: f-:-~: :,: 1------ -:-_-: ---__ -_ -- .. -_-. -~-" -i: .... r.--: _--::.· .. -.. .--- . . -_.,, .. --r .. :. . -·: . -~· : - r·:_:_ .. :.:-.-·:.::_ -.... .--_- :..··._ --::·:~ -. I;:. : ... -:)_: .:;·,. ri·:~: .:· __:~:: 1--__::;. --:-:::-: .. -:. ·:·; ·_ :-. _.; --= :• .... , _, -_ -~--::~_ -1:: '_'" ... '." '""" . .•. -1-..... ...... -'" ----. --_ .i-: --_ _-_ L. - ·.:_ t~ _ .. 1::.:-t----.-: -----· -~;:· ":;,-_ ... .-. :·:: ~:. . .. : - -t--;-,. .'--: -___ _ , "' - -_;:;: :._ c--:·:_·_ ::.:..· .. -:· --~• •:--.• le•;•.: <•: :-.~--I::.:: 1-_;_:: _·;~ .::::· ::·::-l~~-·;_ :~:;· ;""; ' _ _..: -I. ,._ ... -:--" - ----_-- .:;·: _-_-_- .:: .. , .. _-I;-;_; 1·:-:;: --:: _::·; ::-:--· .:--: .:·--· 1--~-1;i:~--' ., ... 1-_.'.·:: ::~~-::::,: ;:·. :_· ;:" --. i:·: :-,:· ·: :::---; t~~ ·:~~-1<:~ .:::·_ -~_-;--::: _', r: ...... : : ,;: c::.1-.i _: ,,,· 0:.· ... "'""' --: -.. : --·-I;:-~---.. -.. _-_;, -.:~ :-:~:·. :._-1:::-:- . _.:--·-;-:·-: 1 .. : _--_-i--:·-----:::---;_'.' ".::;· ~~ =-:_: ::·::.·_ .: .. · __ .-._;·· . __ . _ 1----r:~·-... -,_ J-=..'.-:· -_, --.: _----_--~·1--·•: ----r---: ,-:.-_--1---:~ ~--r--:---· ;.-~.:~.-~:: LEGEND © f ABRICATED STEEL SECTION '11TH 45' BENDS (2 EACH) UNDER CUL VERT PIPE PER CARLSBAD DIJG. IJ-34 <!!) (2) 8' fLG'D X PUSH JOINT ADAPTER (0 (2) ANCHOR BLOCK PER CARLSBAD DIJG. \/-18, IJ-19 THRUST BLOCK DIMENSIONS PER CARLSBAD DIJG. N□. \/-34 & IJ-18 A• 18' B• 28' C= 12' _ D= 32' A,,~ 8' fLG'D X fLG'D GATE VN..VE (2) 2' MAN\JN.. AIR RELEASE ASSEMBLY PER C.IJ.IJ,D. IJ-6 2' BLO\/-arr ASS[MBL Y PER C.M.IJ,D. IJ-6 CONSTRUCTION LEGEND (~ATER) @ \/ATER PIPE 8' PVC PER AWA C900 Ct.ASS 150 @ 90' IIEND, PUSH JJINT X PUSH JJINT 111TH THRUST 111.0CK <C.M.'J.D. 11-1~ @ f!RE HYDRANT ASSEHIII. Y ',/ITH 2 -• INCH AND I -2-V2 INCH PORTS @ 2' 1/ATCR SERVICE @8' GATE VALVE @ THRUST 111.0CK @ I' 1/ATCR SERVICE AND I' SERVICE @ 2' AIR VACWH VAL VE ASSEHlll Y , @ 2' lll□II [Ff C.M.',/.D. ',/-12 C.H. 'J.D. ',/-4 C.H. ',/,D, ',/-16 C.lt',/.D. ',/-15 C.ltll.D. 11-3 C.lt ',/,D. ',/-7 C.lt ',/,D, ',/-6 @ 22-V2' IIEND, PUSH JJINT X PUSH JJINT <OCTlA=22'31Yl 'JITH THRUST 111.0CK @ 8' ABOVE GROJND IXlJlllE Cl£CK VALVE ASSEHIII.Y C.M.',/,D, D\IG. ',/-22 @ IWIJAl AIR RELEASE ASSEHlll Y C.H. ',/,D, ',/-6 @ 6' ABOVE GRIJJND IXlJIII.E Cl£CJ( VALVE ASSEHlllY C.M.11,D. DIIG. 'J-22 @ TREOOf RESURfACING S,BJtS.ll. 6 24 H¥f'E It) Cf\"1 G!,-?S @ REPLACE CURB AND GIJTT[R AND SID£',/All( PER S.D.R.S,D, G-11 11:isl ECTOR 2/11l1 o · DliTE (Q (2) 8' fLG'D X PUSH JOINT ADAPTER ® (I) 8' xa· X6' fLG'D TEE IJITH THRUST BLOCK (IJ-15) <e) (I) 8' fLG'D X PUSH J□ INT GATE VAL VE 20 0 20 40 <D (I) 2' MANUAL AIR RELEASE ASSEMBLY PER C,',/,IJ.D. IJ-6 J!:'?i\Ql;ESS.t,.,'"!1 ~p.1 LIP~~'\ :g ~ '1\,~ ~ $ ). ~ .a· xa· xa· fLG'D TEE ',/ITH THRUST BLOCK (\J-15) LI /It : ® ~:o· fLG'D X PUSH J□INT GA TE VAL VE -'-!.I (!J 2' MANUAL AIR RELEASE ASSEMBLY PER C.IJ.IJ,D. IJ-6 ~ CITY OF CARLSBAD si.t~ t====~t===~==============================~~====;====;====~===~ ~~===-'===EN:::G::I::NE::E::R::I:::NG:::::D:::E::::P:::AR::::T:::::M::E::N:::::T==~l"~◄,,,eF~ IMPROVEMENT PLANS FOR: ~. .' •, }'-' ------ Scale• I' CML ENGINEERING • LANO PLANNING /j1tnfUterra Engineerina Inc. 1843 Campesino PYace <:__ ~_, Oceanside, CA 92054 E -Tele: (760) 439-Z802 Fax: (760) 439 2868 @ (I) 8' X 6' fLG'D REDUCER © (I) 6' fLG'D X PUSH J□ INT GATE VALVE CAUTION l'(J CUTTING Of' ASBESTOS CEMENT PIPE CACP) IS PERMITTED. CONTRACTOR SHN..L REMOVE ACP Ta NEAREST JOINT COUPLING AND INST N..L AN ACP /PVC ADAPTER AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL PIPE AND COMPLETE THE ',/ ATER MAIN CONSTRUCTION AS SHOIIN. No.23080 .:Ii * ~ "IVII. ~'t- 0Fcm PREr;f iJ UNDe,;i ~ f ERVISI□N OF• -~t-_i_ -,, (/_DATE_J)V-9.f GARY _rPSKA RCE 23080 EXPIRES 12/31/09 BENCH MARK DESCRIPTION• 4' PLASTIC CM' (S, D. COUNTY C□NTRIJ.. PT. T-1307) LOCATION• EAST or RAILROAD TRACKS IN RAil.R□AD R.O.IJ. 500 fT. l'KJRTH or PALOMAR AIRPORT ROAD. RECORDED• ~1~98~0wAwDJ=, ---------------ELEVATION• _46=.6cc7 ________ DATUM•~M=.S=,L~. __ _ DA 1 ~ INITIAL ENGINEER OF WORK 14\ 4C..nllll r DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CARI.sBAD PASEO LINE A PLAN AND PROFILE. STA 6+75 TO STA 13+35 "11' W)-:., .15.....td,h:,.~~~ . .tli ~ APPROWD: JJ/:'IJPLA, l:J.w.~J! Ii, DEPUTY OTY ENGINEER PE 33081 EXPIRES 61 10 OA1£ INITIAL 01111'1 8Y: OIKO 8Y: OTY APPROVAL RV\\O 8Y: , 1: ~ 111 I i~ i'. I ,. I I j, i ; ' c , i I I i ti . --~ ··-.,.,_ ---" --· --·------·-··-·-... _,, ---~: _.------·· ·-_-~ .. --- ---... , .. . -•· ----·-· 1--Fc-i-F:;7--=t"'ctc'ff-_.+ ---f--t'-+--r'-FHl='i=-f'=-_-t_-__ '= __ --f-fct--'-F _···_+··=· -t=F-t'-~-H=fc"-t-"-1'7'+f-F-+--t_=_t=f'_7 __ r_:·cj-=:--,,-~~-"·-.=+-~--f-+-+-++c-rrr-1rl=t:~---,-f,=·::-f;~;=· Hlcc'·;,7_-'="<_-+·=";~:+·="~~-+'~"f'''=--F,--7-=-➔-·=-+'=--+·=··_·--f_+_·7·_-=: __ +~--+-~-+-=++--+++--::+1=-~+·~:f'_7··-:F--·+-➔"=·-:+-=····+-=--f-+-+-+=--+'---+=-F--HH=+⇒=+~F-"1-"r.c··-_7:~·=.::'-1. '-'-+=++-~--r-++r-F-F-:f':--,1·:·r.---_-1=-t=·+-=···t-'-=·f--7·f-'-::_7,=>,+=-;_::+··=·:-.p--f''~=: 1',-=··~7-~--~➔-: ·=·· -_-·'.+·~-+·~· f'-_-. :: :·· ·-:-::·_-;::··;::: --·• -~ ·-_ -·· --;-_,:;,-••.• , •·· ••· -·· -· -· .:-_: .-__ ;-. ---_-,-: --I-·;_-__ _-_-;----__ le_ ·; -_--·_:, :. I.·_-:··_ .. -,:, :.: . _: -.... '"": -~--:-; -- ;_'"· -- ;: . - - -----_- ----------, ·;c ;:: --------- " .. " --, ~ -. -: ",... --. -. .. - ·--·---··· .... -· -· . -. --; -:"·:·:· -_-· ---: ~--;-:"·· --;" ---~ r;:; -- _,, --·· . ;., :,_ ---"' ----------" . -. -· ------··----··-· -· -----· -----...... --:--: · ·:-.,_ ··--- ·--_ . . . ---:. -···-:::: :·:::. -~; ,:-::-. ·::::: .'.:';" ,.-: . ; · .. ;, ·:_ . ;;:: .. ~------------ -·· -------·:......: ---__ .-~-··· ..... """ ..... "'" -· ""' " --------- ---_- ~--:.--.... : _.·:·:_ ·"":'"-.-.-: .. :_--..... ..... -··.:: ----.. --. _ .. -. --, ,···- .:. - ~-:·::· :·_=:_ I-.:: ;~-: -. ""' --·-- ·-·----·--., ._. _ _.-' ... -··:·--.-: ---w ,...- EXIST)N; 12' PVC \IAT[R P£R--.._ - D\IG. I 398-8 <SHT. 2A) --. ---, -------.: . :.: ---··--' ---,.. -------- ..... ·-·· ·--· ---1--· --• - ------_, __ "" '"' ---~-" -:.-:. t.: ..... -· -;-_:-r:::;: t="· .. :;_.,~ "_';" :. ~:::-:., :::.----"~+--:-, -_-_-___ :._· :: :-:::~ ::. ----"'" ---" . ----- C . :_ . ·-... ·-·----· .. : _ _. -__ :_ ---_--:-- __ -_ ·------··:·· ,. - - - - --. --::· · f_.'.7" ~::: _: ...... -·- -.·. ·.: -- . "' . . ·--' -,_ --···· -- ~ I_-- -.,: -._ -. -- . -_-------_-,· --f:_" -. --_----~ I·. -. -_- --_ -__ -_' :· _-_-_ --:"·_· : -·_-; .-. I:· __ : . - I _ _-_ I,;_ .. , ;. ---- _--- --, .... . :.. · _ _.: .. -----... , .. , -. :. -__ --· . --"' - -_: ·--___ _-_ ·:: : :_ . ' ,_- --·-. -· - . ;-·_ -- - - -__ _-_· -: ·. t ----. --I~-::. .. - - -------':..:' :·_ --' 1---__ -- . -_ , .. _ _.-. : : . .--_-: L--_ -_. - --_ -_ --: -------- -__ _-- --_ ;·--::,.- ------·--_- . :·. ·_ ------------ -; ____ ;_ -·: : =---- _-_ ---------,: .-_ :·. -,_ ----. ---_· _, __ -~-----=-:----- .. · .. """" - - -. ·: _-:--. ------------- ....... :, :-... ·-·----..... - -- -.---·---:: :_ ·_ --:-,_- -_ C J,,... -'II---~ -w SL[[V[ NOT[ PR(J'(JSED SEIJER LATERALS IJHICH ARE TO BE INSTALLED ABOVE PUBLIC \IATER MAIN SHALL BE SLEEVED \IITH A 20' LONG 8' PVC <SDR-35) PIPE. THE SLEEVE PIPE SHALL BE PUT EVEM.Y OVER THE \IATER MAIN, 10' 11!'1 EACH SIDE. _.,. -·--·-. ·.----1:-. ---. _--: - --_-·: _-··· ::.~-----------·--·---- ... : ------. : - -----------... ,-----·-·· ...... . ;: •· :·. -... :. -,,',. C. :·· -~" ---·_-. _--... , -.. : .. : .... : .. ·-·· . --. -.. -"' --------------~ -. : CONSTRUCTION LEGEND (\./ATER) @ \IATER PIPE 8" PVC P£R AWA C900 QASS 150 @ 91l' B[ND, PUSH JJJNT X PUSH JJJNT 111TH THRUST JILOCK (C.H.\I.D. \1-15) @ FIRE HYDRANT ASSEHJIL Y \/ITH 2 -4 OCH AND I -2-1/2 OCH PORTS @ 2' \/ATER SERVICE @ 8" GATE vtt. VE @ THRUST JLOCK @ 1' \IATER SERVICE AND 1' METER @ 1' BACl(flll\l INST ALLA TIOII C.11.\1.D. \1-12 C.lt\l.D. \1-4 C.lt \I.D. \1-16 C.H.11.D. 11·15 C.lt\l.D. \1·3 C.lt\l.D. 11-20 @ 2' AIR VACWM VALVE ASSEHJILY C.H.\I.D. \1-7 @ 2' lllll\l [J"f C.lt\l.D. \1-6 @) 22-VZ' llEND, PUSH JJJNT X PUSH JJJNT <lUlA:22'30'> \/ITH THRUST JILOCK @ 8" AlllJVE GRIJJND IOJJILE Cl£CK VALVE ASSEHJILY C.lt\l.D. D\IG. 11-22 @ Mm.Jill AIR RELEASE ASSEHJILY C.M.\l,D, \1-6 @ TRENCH RESURFAC)N; S.DR.S.D. G-24 <TYPE ~ @ REPlACE CURB AND ClJTTER AND SJll[\/Al]( P£R S.DR.S.D. G-11 @ ~fANMA1i ~is~ "li1MM~Vilt._%_RDIJVE CORP STIP . .-. ' ::. -_ I ~~~~ ~ -) I 9 .1 EXIST)N; 12' PVC \IAT[R PER ~ ABANOCN EXIST)N; FIRE HYDRANT• RDIJVC V Al VE AT MAIN AND REPlACE \/ITH llllND 'CY FlAIU, ROOVE HYDRANT AND FAJRIED Ell AND JNXCT R!J1AJN)Nj P□RTIOII er LATERAL RIM f61.42J x-- IIAT[R LIN[ LINEAR AND CURVE DATA DATA TABL[ l'J.JMBER BEARING/DELTA RADIUS/LENGTH DESCRIPTIOO LI S 59'11'30' \I 52.59' 8' PVC, AIJ\IA C-900, CLASS 150 ll2 N 34'09'35' \I 9.55' a• PVC, AIJ\IA C-900, CLASS 150 ll3 N 22'29'44' IJ 239,98' 8' PVC, AIJIJA C-900, CLASS 150 ll4 N 44'59'44' 'vi 6.05' 8' PVC, AIJ\IA C-900, CLASS 150 Cl 11'39'52' 400,00' 81.43'.. 8' PVC, AIJIJA C-900, CLASS 150 .. USE HIGH-Jl[fLECTION COUPLINGS f□R PIPES IN CURVED HIJRIZIJNTAL ALIGNMENT 20 0 ___ ~20 40 V I v CAUTION NU CUTTING CF ASBESTOS CEMENT PIPE <ACP> IS PERMITTED, ~ONTRACT□R SHALL REMOVE Ml' TO NEAREST JOINT COUPLING AND INSTALL AN ACP/PVC ADN'TER AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL PIPE AND COMPLETE THE IJATER MAIN Cl]'lSTRUCTIIJN AS SHIJ\IN. EXJSTJNj Ill'. VCP S£\/£R P£R D\IG. 00 246-8 <SHT. 3 & 4>"-) s a• PVC WATER MAIN (UNE "B") AND SEWER SERVICES SCAl[I 1'=211' '-' L . ') J D\IG. I 398-8 (SHT. 2A> ~ -Rlhl tnl,'f'ff - V V EXIST. SE'v/UI MAtKLE, \/ITH SLURRY FILL CONSTRUCTION LEGEND <SEv/ER) @ INSTALL SE\IER SHAllllll MAIKLE OVER EXIST)N; 6' SE\IER LATER/\l P£R CARLSBAD D\IG. 00 S-3 @) 6' SE\IER LA TER/\l P£R CARtSBAD D\IG. 00 S-7 @ ABANOON EXIST)N; 6' SE\IER LATERAL :E~/8//. (!k. ~l'Q!:ES&h,--.,,, 1-fsl:tc TOR {~ L~'!'~ ~ CITY OF CARLSBAD 'ff No.23080 'I£ ~=====~====:===============================~~====:====~=====:====: ~ ENGINEERING DEPARTMENT * * '-J ~ IMPROVEMENT PLANS FOR: DATE -- ENGINEERS NOTES ~119"/lcA'i'IJJ~ ~f!!~ ~ : ,~ J 'bu~~-;,e LI\T£TZ L 1011:U~(l , ,,,:, CARLSBAD PASEO 10 ZJJf ~ "" 1)£Ltll: ~€',,,/{;ll t -~,,,,.., :r ll COIITRACTIJR TO VERlfY flJRIZllNT/>A. AND V[RTIC/>A. LOCATION er £XIST™i UNIOGROJND VAT[R, JI) '2"''·' v A l?O W~TE:17 e/\SE /?,~iiN.':o'.'-•7_,,,C'--t---t---,f---t--t--t--f LINE: B PLAN AND PROFILE: AND SE:WER IMPROVEMENTS " Seo.le• I' ~ 20' CIVIL ENGINEERING • LANO PLANNING SE'w'£R, STORM DRAINAGE, GAS AND ELECTRICAL SYST[MS PRIOR TO TRl}£HJ:Mj FOR J,£\1 BENCH MARK /(J , " <\I •~Era lf r: . . i CONNECTJNj FACILITIES. Ilf Tl£ EYENT ACTUAL LOCATION VARIES SIGNIFICANTlY FROM THAT PZEPARED ND~R 11 PERVISION OF• ,._,, r,,ev, ... e SI-/EGT I V/'1 JC.!, mp D:_i,AVl2 A...;il!AV1ER ih lt!/l!llfllt8ffa C:flQ/fl88f/flll /flC, SI-IJ\/N Oil 1'1.AH, Tl-{ (N(ill£ER er \IIJRK SHALL BE ~TlflED PRIOR TO PROC[EDJt-rJ DESCRIPTION, 4' PLASTIC CN' <S. D. COUNTY CIJNTR!l. PT. T-1307> 69 D' ,,-:-" REPLACES SHEET 6 APPROVED 3/6/09 '' '0 111 L,,o : ){. l'-' j{,1)1(,,; f'!l411of a-31-11 t,[i1/cll w ,-_,,,-__,-• 1843 Campeslno PYace \/ITH INSTALLATION. ALL EXIST. FACILITI[S SHALL BE PROTECT£D IXJRING CIJNSTRUCTION. t _ "..., r/z-.{o LOCATION• EAST Of RAILROAD TRACKS IN RAILROAD R.0.\1, Dit O /.1.,.... I REVISE IRRIGATION IJATER CONNECTION POINT I I OEPU OTY ENGINEER PE 33081 EXPIRES 6/30/10 OAT( ,- Oc an id CA 92054 -A./ ~ DATE::> ,It ' 5oo FT. NORTH CF PALOMAR AIRPORT ROAD. ;-7 1~ REVISE CU. VERT CROSSING I I ~ @-Tele( (7tf0) '¥3 &_2802 2> CONTRACTOR SHALL RDIJVC AND REPlACE ALL COCRETE CURB, GUTTER -. -------=--------------RECORDED• ~19=8~0~A,.,D-,l __________ -,-cc-,---Dv.N BY: PRD.£CT NO. ORAWINO NO. x: (760, 43g_2868 AND SIDE\IALK P£R S,D.R.S,I). ~-II, _DAMAGED AS A RESU.T er CIJNSTRUCTION. GARY L SKA RCE 23080 EXPIRES 12/31/09 ELEVATION, _,4,.6,"'67c__ _______ DATUM,__,_M"',S"".L.'----D~TE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL OiKD BY: t'"'"H"---1 MS 07-02 460-1 q L=====:...:.::::.~=';...:::~:,:._ __________ ..;._,;; _, __________________________________________________________________________ _tEN:o:1N:EER:_~OF:_:wo~R:KL __ _;:,_:::.:::_:::::~=~---~o~TI-l:ER~>P=PR:ov:A~L;.l.!C1:TY~>P:P:R~ov~A~L.J2;R;vwo;;0;;Y:;;;:~•;;•~~;.;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;~;;;;;;;;;;;;;;;;;:Jo: ~ ' ! I 11 f! I I] ll i:i 't., __ :· ,. ,-- ! 070809 r i - 711 llli } , I , ___ _ __ -: t·.::-_-_ ··:.-. _----···---·-·· ------ -• I : ... ; .--,.-. . -- ---- -• -_: . _-":: :.-:-I::= . :.: :_:· 1-_:· ..• -• _-_-__ -::: ~-~---::: ~-;-~j.: --I : ·_;.:;· _:""' . : __ ·-":, :··_-t';_::: ~-.:·· -::::· :~:::: ·;.:, __ --~;: =-·i-1;::::·-~::~ ·::;, _;~--- --I···· ; ;:;_~:~ ... : .. w ::.-. .:.-.: -::.:::..:_ -' ' --------~ ----. . . ·.---, .. --_-_-._-_-.-_ 1-·. =--_ -. -. --·· -· ·-· ·--· .:.-:-.: . . _-_ ----: --:. ---. -~ -··· -:.,-. ---·:: ~ "_ ~~~c~~~~"-= ~:~~8~c~c ~ =-.~~~=- ----:-.. -_-r..:.:-:-/ ~~,::· _-:::, -::.; :.~--: .;.·,-:, :;: -:·_;~-:;~·: -i"=-:: : :":; ··::----:. ~--~;-._ ~: :-~·:· -::-.·:-:;· :":-: :--_-=_--· =----:-:=.,::· ;~'; :_._ ·-:;:_ -- ;.:.":_ _.. ___ _ --·: _·-::-·-: .. :. -_ . ···, : ... . . _-·, I !l I - -~ - - --S~L-Ef'9'E-fflTe--~ V V V -------------- ·6o>-... ON THIS SH[ET ""'1- -W---1---W---1-· --,-----'f'.......:,...--w----w- .. ---- . . -W-EXISTING 12' PVC 'rlATl:R ~j- D'rlG. I 398-8 (SHT. cAl ~ EXIST. SE'rlER HAI-HLE . CAUTIQlJ ' Nil CUTTING IT lsBEsms CEMENT PIPE <ACP> 1s PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST JOINT COJPI.Il\li AND INST ALL AN ACP /PVC ADAPTER AND T~ NECESSARY PVC t'f iEr:;~Litts'l~ci1~N;[ 1i'o~[E AN COlf'LETE THE ENGINEERS NOTES V, U CONTRACTOR Ta VER!Fl HJRIZONTAL AND VERTICAL LOCATION IJ" EXISTING UNOCRGRllJND 'rlATER, SEVER, STORM DRAJNAGE, GAS AND ELECTRICAL SYSTOtS PRIOR TO TRENCHING FOR NEV CONl,(CTING FACR.ITIES. IN TI( EVENT ACTUAL LOCATION VARIES SIGNiflCANTLY FROM THAT Sfll\lN ON Pl.AM, TI( Qlj!l.[ER IT \/ORK SHALL JIE t()TlflED PRIOR TO PROCEEDll(i 'rlITH INST ALLA Tlllll ALL EXIST. F ACR.ITl[S SHALL JIE PROTECTED ruRING CONSTROCTION. @ FIRE HYDRANT ASSOtBL 'f \/ITH 2 -4 N:H AND I -2-V2 It-l:H PORTS @ 2' 'rlATER SERVICE @ 8' GATE VALVE @ THRUST BLOCK CX\l,D, 11-12 CX\1,0. 'rl4 C.11,\1,D, V-18 ex 'rl.o. 11-J C,M.\1,0. 11-20 SLEEVE NOT[ PROPOSED SEVER LATERALS \iHICH ARE TO BE INST AL LED ABOVE PUBLIC II ATER MAIN SHALL BE SLEEVED liITH A 20' LONG 8' PVC (SDR-35) PIPE. THE SLEEVE PIPE SHALL BE PUT EYEt-l.Y OYER THE \/ATER MAIN, 10' ON EACH SIDE. WATER LINE LINEAR DATA TABLE NUMBER BEARING/DELTA RADIUS/LEt,K;TH DESCRIPTION :.: ' :: --t::_·_ ., ___ :_ -:·.-. _ 1·. _ I .. ..... ---· ,.--:;··· _.: ___ _:::--: _--_.: . --~; ; -----: . ·-~~~: el -_; --~t·:··; -:·; .. -. ;,_:----: '.-·:·:_ -.::: --; :;-;--,;.,-·-;: .. __ ; ____ ;~ _':'. ·-:i ~---~ ··:--: _:_·: 1.-·~:.: i_,:._ :-.: ·.-.;·-[,,:.,_ ::-.: ~::,-(~:: ----- ---,--. __ -_ 1--:: 1 :--.--_;> --.:.:_ __ :: ... --1_-__ ,,:·_ .;.· -N __ --::-._: F .:~--:·:: ····--~ -· .. :--I,,;:;_-"6 --=~:-·:-,:-:.~ I··;··_ --:·,:: -~ .. -~ .. ,;"_" 1--~ .. --~:-. .;;._·: __;:: _;-1_----.:-.-- _-_; __ ·/~ : __ : __ ----:~_:· _-_--·::· :.:;~ :_;~ :::_:~ _-j~ _-;:.: _-:.-. -::.--__ -;:t.-::.-: ::-_-.. -. -..... -:. __ -:-:::------ C ',.£'-fc''H>If!:l-' __ ~-_-_: :Bl,~~ -·c. • .c l! "" ---. :;. -·;: :; le, ' ---.• -.-•. --• '' : •-•--;: I _-=.--1----:--=;::·: ~f ;::.:---:--~ :-ir :.·: .:~:_ r:·; __ 1.::... -~ ~r::,'--.. ::-_,: Q -_; :-· __ ;;_ --.. __ -; _·:;· __ · .. ~:i:> ·:~. _.. _-; :: __ [-:':· -~--·-+a-••+7·1-·~-----+'-·+--~-Jcc+c+-.+·-_-··-1~--~• 1-.--+-'--c-17_-+-----1~•-+-+-.--t~--~• 1-~ --+..-I-~-:----+--~-+-~-:::+--2--1-•~,+~-----+·--~-+-•~----1-~-:-~-l-.---lc':::+·-~-1--:~ --_-iN-_ Iii,, .,;:; ; ., .. :· --· -~--~-=# -;;_·· -. _.:: -.. .. -----__ .. --· ,:::·.--. ·:.::-------::c---·-··-• ;---: •• ;-_-;:~ [--,'.: ~-: ~: -_ ;~--: 1F" I~~:.: 1--_ i:::::--:"t~ -0----::-~ ~f ;: .. ::. --~--f:-:·:-.1.::-:_ Y.1:101 . .-.. :--~-:··-r_:·::-···· ·::~-t::-.: ·:; _:;; ::,:\· ::;;; -~-,: 1--_-__ : _;:·_ :·~-.:·.' .. ---.---· __ :--. ;:.:·: -:::.--:.:: 1:::-~::. --'. I ..,.. .::~: j·-. .-. -__ :_~-·:··· -~-~-:::. -----.. :_._:: 1::-:-_ e --·:·_-.:--:-. ---_ _._ ·.:= -~:. ::.·: _::;·-. __ -__ ;: ·--. ·--.. -: .::: .. _ ~--i--- ~ =00~:~ ~•~c~~c=~ = ~~~ 0i~~t• ,cc ~:~~~=~~~~=~~= ~ - - - - ----. ------ I : . -... -: :-: _;_· 1 .. :. ___ ; ----· _-;::_ - -. "" -__ -_-_: i ,_-- -f· ,--: -e ----: ---c_--: --: .. ----·---- ---1---, ---__ _ __ •. ~ ,_: • _-- -__ -· _;· 1--·· I;·; • ::-.. - ,- -. -_·' - : --_ --·-:-· -:.-:: -.-:-:-__ ::: :.::::., :_:.-: ·::·_--~_:_ 1_-~-·_;., -:~:-·-.. : ~:~ ·;:._ -:. . . ---... ---· -. " -----.. .. -_;_ -;~: _-:.-. -, -,. --::.-: _--:.:·· ;·: " ~c=~~l~I ~ -c ~~0~~=~~~.~j0 2~" ---:__ :··:-.. ~-1C-. :.· ···-... ;~;:· :-_ .:~--0·.: ---: I-:;:-~--·-1--~:--~-~ ·;-----_ :·~; :--_-_-I-~--.·.. --~ -:;-~-:'.-~";:;_:;-:_I~~-; .... ;,:-· __ -_ 1=--·::... __ --------·.-~=-·-.: ----. -c::.-- - - -_; .. ·-----··---·-... -.. --···---- ·_·_: . ,_,:-.. _-__ --.. ·-: . --- -f-··_ - :"r.;-__ 1------:_-___ ·:· --~--::_.":_ '~:::-.-1_.: __ ~;~--. .-.-.. ·::-_ ....:· ' . " -- ~ ' __ - ---__ ---: :._:_; ;_-_ _-_ ;--:· --_; .:_ - '.. -: . -. . : ----___ I···· -_:_· @ INST ALL SEVER SHALLIN MAlffl_E □YER EXISTING 6' SE'rlER LATERAL PER CARLSBAD D'rlG. NJ. S-3 @ 6' S[ll[R LATERAL PER CARLSBAD D'rlG. NJ. S-7 --. 1-.. __ -.• .. ;: -: _-·: _-,._ --_------·· ___ . ~--I-'--.. I· -~ EX. MAR TO REMAIN IN PLACE EX. GIi TO BE RO-IOYED REV)EVED B½ /. If )/,1,. J fl_ (~VA INSPECTOR 2) CONTRACTOR SHALL ROIJVE AND REPLACE ALL CONCRETE CURD, WTTER @ I' 'rlATER SERVICE AND I' 1£TER @ I' BACKflll\l INSTALLATION @ 2' AIR V ACtlJM VAL VE ASSOtBL Y ex 11.0. 11-1 LIS N 22'29' 44' \I 663.27' 8' PVC, Ali\lA C-900, CLASS 150 fsirul CITY OF CARLSBAD AND SIOC\IAI.I( PER S.D.R,S,D, G-11, DAMAG£D AS A RESU.T IJ" CONSTROCTION. 20 0 20 -----~ 40 Sco.t_., 1' ; 20' CML ENGINEERING • LANO Pt.ANNING [jJ.':fPJJlliterra Engineerina Inc. ~ 1843 Campesino PYace _ Oceanside, CA 92054 ,~ ~ Tele: (760) 439-2803' · Fax: (760) 439-2866 @ 2' Bl.OIi IJ"f CXV,D, 11-6 @) 22-V2' BEND, PUSH JJ!NT X PUSH JJINT (IJETLA=22'30'> \/ITH THRUST BLOCK @ 8' ABOVE GRllJND IXJJBLE Cl-£CK VAi.Yr ASIDIBLY CX\1.0. D'rlG. 11-22 @ TRENCH RESIJRfACING S.D.R.S,D, G-24 <TYPE A> @ REPLACE CURB AND OJTTER AND SIOC'rlAI.I( PER S.D.R.S.O. G-11 £3' ABANOON' EXISTJl(i 2' 'rlATER SERVICE, RDIJYE CORP ST(l' 't5' AT MAIN AND REPLACE \/ITH M.IP. PLUG. ~ ABANOON EXISTJl(i FIRE HYDRANT• RDIJYE VAL V£ AT MAIN AND REPLACE \/ITH BLIND 'c:::I ~ REt1JVE HYDRANT AND BURIED ELL AND INXCT REMAINING PORTION IJ" LATl:RAL \/ITH 1>1.URRY FR.L -- PREif 2f UNt9" ~,UPERVISIDN or, _Lf,_.f-: -'_'! ___ DATE2t-Z.7JP_o/ GARY ~IPSKA -, RCE 23080 EXPIRES 12/31/09 BENCH MARK DESCRIPTION• 4' PLASTIC CAP (S. D. CIJJNTY CONTRQ PT, T-1307) LOCATION• EAST IT RAILROAD TRACKS IN RAILROAD R.0,\1, 500 FT. t-lJRTH or PALOMAR AIRPORT ROAD. RECORDED• _.J.,,98,.0uAcuD..,J,__. ______________ _ ELEVATION• _4~6=,6~7 ________ DATUM•~M=,S=.L~. __ _ >-----t---+-----------------i----+--->----+----t l__2_j ENGINEERING DEPARTMENT A /0 0/ .~ 'JI OD Ji]'rS(!r-··r AIOTb 10 a ,, , ~ B .;, JI· su1::i;T ttufVlr2~rt.. ce11, /, : R£PLAC[S SHEET 7 APPROVED 3/6/09 08fli't _,, ~ I REVISE IRRIGATION liATER CONNECTION POINT DA TE IN111At. ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAI. OlHER APPROVAL . ) . u ,. ,_,o • DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD PASEO UNE B PLAN AND PROFILE AND SEWER IMPROVEMENTS AP~'Jf',_'""fT D ~VI i-'i-/~AUSER iM: , X. ),._ 11/t,. i:1':d/7"4 .W, ~-'51,11 0EPIJTY OTY ENGINEER PE 33081 EXPIRES 6/30/10 OWN BY: CHKD BY: \.-9-..,_ __ 1 RV\\O BY: 1.r.L PROJECT NO. MS 07-02 DRAMNO NO, 460-1 _________________________________________________________________________________ ...., ____________ ...., ____ ...,_ ___________________ ___ ; ,;j 1---.s ' i' - 20 •-----14''----r--10··-----tl 1---1.4••---t -------------------------------------------------------C 61.72 1· FS 60.77 l 1.3 PASEO DEL NORTE ,---------------,0·~-------------, EX. PA'l[l,IENT SURFACE~ ::::l-,-,.t-rrnmTTT"TT"hikifu~PrrAVl'l'NGrnBRICTTTKSTTI( 4"nTHTICnKTMrlNn.)TTI+-...-i= = = = = = = = = = -----------------CllNCR£Tf CURB UICAR DATA --------NUMB£R DIRECTION L30 N 33'50'08' ',/ L31 N 23'11'31' ',/ L32 M 13'57'12' V Cllh(R£7f CURB Ci./1/Vf JJATA NUMBER DELTA ANG..£ C30 11'19'37' NCED CROSSW. LK PA 'EMENT PRIVATE C31 10'38'38' N□ SCALE C32 09'14'18' C33 10'14'311' C34 89'58'56' C35 90'01'04' C36 88'22'06' C37 91'36'54' ENCROACHMENT AGREEMENT NOTE D!STAOC( OCSCRIPTIIJN 54.50' 6' CONCRETE CURB PER S.D.R.S.D. G--1 (TYPE 11'1 65,50' 6' CONCRETE CURB PER S,D.R.S.D. G-1 (TYPE 11'1 6194' 6' CONCRETE CURB PER S,D.R.S.D. G-1 (TYPE 11'1 RADIUS ARC LENGTH OCSCRIPTI~ 50,00 9.88' 6' CONCRETE CURI PER S.D.R.S.D. 6-1 ffYPE 11'1 20.00 3,72' 6' CONCRETE CURI PER S.D.R,S.D. 6-1 ffYPE 11'1 SO.OIi an&· 6' CONCRETE CURB PER S,D.R.S.D. G-1 <TYPE 11'1 50,00 8,94' 6' CONCRETE CURB PER S.D.R.S.D. G--1 <TYPE 11'1 20.00 3141' 6' CONCRETE CURB PER S.D.R.S,D. G-1 (TYPE 11'1 20,00 3142' 6' CONCRETE CURI PER S.D,R.S,D. G-1 <TYPE 11'1 20,00 30.85' 6' CONCRETE CURI PER S.D.R,S.D. 6-1 CTYPE 11'1 20,00 31,98' 6' CONCRETE CURB PER S.D.R.S.D. 6-1 CTYPE 11'1 CONSTRUCTION LEGEND @ THERMOPlASTIC "CROSSWAU<" PA'l[l,IENT MARKING PER CALJRANS SID. PLAN A24E @ PER CAI.TRANS SID. PIAN A20A. OET/oll. 22 @ MRMOPIASTIC T\'PE IV (LEFIJ ARROW PER CM.TRANS SID. PIAN A24A @) THERMOPIASTIC lYP£ VI (RIGHl} ARROW PER CM.TRANS SID. Pl.AN A24A @ R4-7 SIGN AND OM1-J OBJECT MARKER AND MEDIAN NOSE PA11ffi1l YEl.iOW @) ENHANCED PA'IEIENT CROSS WALK (PRIVAl[\ PER OETAIL Y' ON SHEET 8, SEE UAIN1£NANCE AGREIJAENf PER I'll NO. 09-01 @) PEDE5JRIAN RAMP PER CARLSBAD DWG. GS-23 G • 2 ~ @ CONCRElt: CROSS GUTTER PER S.D.R.S.D. G-12 @.) PEDESTRIAN RAMP PER S.D.R.S.O. G-27 (TYPE A) @) 10' x 24' ADA BUS STOP WIIH SOlAR UT iOLAR" SHELlER. hlODEI. NO. 13NAID-PM WIIH MATCHING ANll-VAGRANT BAR BENCH, COLOR: BROWN @) t TlilCK CONCRElt: PA'l[l,IENT (521H:-2500) WIIH 1 t REBAR O 18 • O.C. £ACH WAY @ EXlS11NG 1El£PHONE MANHOII RIM TO BE AllJIJSTlD TO NEW SURFACE GRADE @) COt-lCRElt: S\lll'NALK PER S.D.R.S.D. G-7 @) THERMOPIASTIC BIKE LANE WIIH ARROW PA'l[l,IENT LEGEND @ PER CALTRANS SID. PLAN A20B, OETAIL 32 @) REIIO',[ EXISTING PA'l[l,l[Nf MARKING BY GRINDING @) PER CALTRANS SID. PLAN A2DD, OETAIL 39A @ PER CAI.TRANS STD. Pl.AN A2DD, OETAIL 38 @) THERMOPLASTIC "slGNAL AHEAD" MARKING PER CM.TRANS STD. PLAN A240 @) WJ-3 SIGN SOUTHERLY ENTRANCE-ENLARGED DETAIL FDR PRIVATE IMPROVEMENTS \/!THIN PUBLIC RIGHT OF \I AY, PUBLIC DRAINAGE EASEMENT DR PUBLIC \/ATER EASEMENT SEE ENCROACHMENT AGREEMENT Nil PR 09-01, bot.. o200'l-Ol.1.93.1. I ------............... 0 20 Seo.le• 1' = 20' • I I --- 40 -...-- SCALE: 1 "=10' ----- PASEO ~ £l, • M .. ,t , i, .. , .I. OO"j I I 10.o' ,,.. 4 --+-14.0' ~ "-------~A _____ ~A--+---I --a.o' r VIEW FASfMENT LINE N 22'29':Lrw 120.oii' 4 R7-9A · l 'L ____ : --® ;;:;s_~~ .. r.=;~_1.-:=~=-=¾-~ . . --, .... J::::::::::@65~===--== .JP' RCMO',[ EX. CURii, GUTTER AND SID r---------------120.u-'-------~ ------1!65~----- PROl'OSED ~GNALIZED INTERS£CDOM REMOVE EX. STRIPIN ---~-SEE D"M; NO. 46(HB -:;i· ... ·----..... . + CEN!T]/JJ/E-:;i ~ -·- ---------------- SEE STANDARD NOTES FOR SIGN AND STRIPING PLANS ON SHEET 1 DEL NORTE: SURFACE IMPROVEMENTS SCALE: 1 "=20' No.23080 * U fASEiJfNT UNE 0 SEE SOUTHERLY ENTRANCE D AIL ON THIS SHEET ~~fA RAif PEI! p 1W' ---------------- ,~ -t- 1 ~ I - ---11--N-22'29'26" W --p---~------------------r-------=+=i+;F,""~=::i_ _________ ...,, t-+--~ g oo@@,-;---------------+---;---------1 l-+--------85.8'------c=-----, EX PAVEICNf LAI[ STRIP!lli TD R£HAlN M.t--6 ___ i_,.+ ___ 90' G~----... -__ -_+-R-E-MO-*~EX-.--S-lR-IP-IN_G_@)_5 _. =·· =-~-~---_-1 :;i ------, ----- I ------------------------------1.-----... ~ -------------------....._ - ---::::---:ca.-.., ____ ,,....._ :.!::=-------------~=::±=--::_ -~ ------------~ I I I I I fsim7 CITY OF CARLSBA 1-----1--.+------------------1---+--l----+----1 L_J!._j ENGINEERING DEPARTMENT 1------4---+-----------------i----+---l-----+---il 1-----1---+-----------------1---+--t----+----1 IMPROVEMENT PLANS FOR: CARLSBAD PASEO DATE BENCH MARK IGNAGE, STRIPING AND STREET IMPROVEMENT PLAN PRE~Ar U~SUPERVISI□N □F, .LJ..l,-----~---DATE°!:L4.lf!_'i GARY IPSKA RCE 23080 EXPIRES 12/31/09 DESCRIPTI□N• 4' PLASTIC CAP <S, D, COUNTY CONTROL PT, T-1307) LOCA TJ □N, EAST □r RAILROAD TRACKS JN RAILROAD R.O.',/, 500 FT, NORTH OF PALOMAR AIRPORT ROAD. RECORDED, .,,J9=8~0 ,.,A=DJ.~-------------ELEVATl□N• 46,67 DATUM•~M~,S-L~, __ _ ENGINEER Of' WORK REVISION DESCRIPTION OWN BY: r--DA_lE_~IN_ITI_AL--1-_D_A 1£_~1N_ITI_A_L _. CHKO BY: OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. DRAWING NO. MS 07-02 460-1 032009 "' C 0 00 == I -or 0 !:i) 0 I .... ~ (') ,;:, ~~ .... <[ A ~ .... !;] :.J 0.. ;~ ; :~ ~ ~ ~ '-.., CfHflfT[ CURB lJICAR DATA tl!MBER DIRECT!(]'! DISTAM:E OCSCRIPTIIJN L30 N 33'50'08' 'J 54.50' 6' CONCRETE CURB PER S.D.R.S.D. G-1 <TYPE A) L3I N 23'11'31' 'J 65.50' 6' COCRETE CURB PER S.D.R.S.D. G-1 <TYPE A) L32 N 13'57'12' 'J 61,94' 6' CONCRETE CURB PER S.D.R.S.D. G-1 <TYPE A) CfHf/fT[ CURB CVRVf DA TA tl!MBER DELTA 00..E RADIUS ARC LEi-1:iTH OCSCRJPTJON C30 11'19'37' 50,00 9,88' 6' COCRETE CURB PER S.D.R.S.D. G-1 <TYPE A) C31 10'38'38' 20.00 3.72' 6' COCRETE CURB PER S.D.R.S.D, G-1 <TYPE A) C32 09'l4'18' 50,00 8.06' 6' COCRETE CURB PER S.D.R,S.D. G-1 <TYPE A) C33 10'14'30' 50,00 8.94' 6' COCRETE CURB PER S.D.R,S.D. G-1 <TYPE A) C34 89'58'56' 20,00 3141' 6' COCRETE CURB PER S.D.R.S.D. G-1 <TYPE A) C35 90'01'04' 20.00 3142' 6' COCRETE CURB PER S.D.R,S.D. G-1 <TYPE A) C36 88'22'06' 20.00 30.85' 6' COCRETE CURB PER S,D,R,S,D. G-1 <TYPE A) C37 91'36'54' 20,00 31,98' 6' CONCRETE CURB PER S.D.R.S.D. G-1 <TYPE A) No.23000 40 Sea.le• 1 • :::: 20' __J ----,O'-t---------i CONSTRUCTION LEGEND @) ~ "CROSSWN.K' PAmtENT MARKING PER Cit.TRANS STD. PIAN A24£ @ PER Cit.TRANS STD. PIAN >J.OA, DETAIL 22 (@ lHERMOl'!ASTIC T'/PE W (LEfl) AAOOW PER Cit.TRANS STD. Pt.AN A24A (@ lHERMOl'!ASTIC T'/PE VI (RIGHl) AAOOW PER Cit.TRANS STD. PIAN A24A @ R4--7 SIGN ANO 0111-3 OBJ[CT MARKER ANO M£0L'IN NOSE PAJNltO YEUOW ---14• O'--t TC 63.91 @ ENi-WKfEP=«CROSS~,FM. \\W~o~ YON SHEET s, @) PEDESTRL'IN RAMP PER CARl.SBI-D DWG. GHQ-(.\ • 29 ,---14, ----------------------------TC 63, AC 63. ---- PASEO DEL NORTE J. I I f @) CONCR[l[ CROSS WllIR PER S.O.R.S.O. G-12 @) PEOCSTRL'IN RAMP PER S.O.R.S.D. G-27 (T'/PE A) @) 10' x 24' AfJA 005 ST~ Wffil SOIAR UT "KUR' SHO.TER. f.lOOCl NO. 13NN.D-PM WllH MATCHING ANll-VAGRANf RI\R BENCH, 00.0R: BRO\IM @) 8' lHICK CONCRO£ PA\ll\tENT (520--C-2500) Willi 18' R[Rf\R O 13 ' O.C. OOi WAY @ EXISTING TEI.EPHONE WINHOl£ Rll,I TO BE AOJUSltO TO NEW SURF/a GAAi)[ (@ CONCRO£ SIO£WM.K PER S.O.R.S.D. G-7 @.) lliERMOl'lASTIC BIKE W1E Wffil AAOOW PA\lll,t[NT LEGEND @ PER Cit.TRANS STD. PIAN A20IJ, DETAIL 32 @ REMOVE EXISTING PAmtENT MARKING IN GRINDING @ PER Cit.TRANS STD. PIAN A200, DETAIi. 39A NORTH ENTRANCE-ENLARGED DETAIL I I I @ PER Cit.TRANS STD. PIAN A200, DETAIL 33 @ lliERMOl'!ASTIC "s!GNM. lff)l)' MARKING PER C/t.JAANS STD. PIAN A240 @) WJ-J SK;tf SCALE: 1 "=1 O' I I I I . I BENCH MARK DESCRIPTION• 4' PLASTIC CAP <S, D. COUNTY CONTROL PT. T-1307) LOCATION• EAST or RAILROAD TRACKS IN RAILROAD R,0.\1, 500 rr. NORTH DE PALCDiAR AIRPORT RQAD. RECORDED• -12~6~0 ~A~P,l~, -------------ELEVATION• 46,67 DATUM•~H-,S=.L.~-- fsirnl CITY OF CARLSBAD 1----+--+---------------1----;----1---;----1 ~ ENGINEERING DEPARTMENT l---+---1---------------t---t---J---t---t l---l-----1--------------t---t---+---t------i IMPROVEMENT PLANS FOR: 83/lf/oq CARJ.sBAD PASHO 1---+---t----------------i----;----i,---t---t SIGNAGE, STRIPING AND STREET IMPROVEMENT PLAN ? f ~ ENGINEER OF WORK REv1SION DESCRIPTION 0~: ~P:;~ :~ ~:::~ ~:B:~ ~ , MS~~_:;02 .I ~~Q~lNo. S L.---------------------------------------------------..,r----..J.:,;:::;.:.,;;:;i _________ .i.,;;,;;,;~,;;;;,;;,;;;~,;.;.;.;.~:,J,;;=;;;;;;;;;;;=;;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;== i;ii;;:JQ. ., I : '. I '. I ; ' • ' ·I:! l ' i) ' ' ; ! • : . ' . I ' I I I -' • ' ' ' -·--··· -·. -----···-----_:, __ . ==: ----------... ::· :·-:: :::;:_·-::::::: ... -.. ---------------. ----------· --·-.. --·----·-· ·-. ·---.. -. --.. I .. - -·---··----:: .. :.· :·:-·: -:·: -.--: .. ----~:--.. :::,-·----,--: .. --__:_ . ---' --__ I_: - -. - .--:-----_-__ --·--• ---· ... , -. --____ I __ :_,_ r--·_: ---·-. _ j __ _ -----·-· ------.. ------·------_-: _--_: . : . . "[_" - . _._ - I . . -_ ., .1.:: ••. '. ... . ---... , -~--.. -- . ·-. --~ --__ _-_ ·--•-. . -_-_--r -----. --li It' . _.,. ·--·· -·----. ' ---. , .... ---·---------,. -----··· f-_ ::.:: _-::: _+,-=_-::-·ct•.= .• ~. ___ '=::·_·cc_: .t;=-.·:;·+· :··;=-:~_±_ ::cc~.--:ct. ·=:·~~-~;·: .. ~~-; ·::;:·±:~cc.:;~-➔-_-.='::._£~-~c-c~----E~::=.-:.~---E:·:'cc~:-cE-_-=. :.-_=f_: .. c.-::: .ci_ "'-· .. cc. ~t=-_ _ -___ : __ .. ~--.... --~-~: :.~:~-~'.·-~: -:. ~=: · :~:-.-~ __ =-_ -~:.:. --_.-: .:·--"" . --·-· ----·-·t:· - --.. ------·_: -_:_ ---···--- .. ___ ,,_ ---------·--- - -. ---,---·· -, ' -- -.r·. -. . -·-· ·-. -· . --·-·--· ------. i~ 1-ll: ~ 15 SEE HEAIJWAU. NO][, OH THIS SHEEr 20 0 20 40 ---- Seo.lei 1' = 20' ~~\~. ~ CIVIL ENGINEERING * LAND PLANNING gj~oquterra Engine_erina Inc. ~ 1843 Caropes1no Pface Oceanside, CA 92054 @;;-. -Tele: (760) 439-2B02 Fax: (780) 439 2866 ---· ----·----· ---·-... -----·:~_: 1·::.:_-:·- ....-c!=c~t-...-c=±·=••'-"1'• ccc···-ccj. cc~---cc·. r-7 .. -... -:--1-:-·::_1_::_ ::.-=--:-..:::::-:":.:.:-.. :·=-----tc_cc,_c_cc-_ TC_.::_=-c T __ ~...-.t_-:;:-::-_, ___ _ -·. ----. .t .cc.cJ.:C.Cl .. ,= .. CCC .• J=-.. CC ..• =+=-. __ _ -__ ---------------·-...... . -. -_-. - I SECTION "s"-"s" SCALE1 HDRZ, 1'=10', VERT, 1'=10' -· --·-- I ' -,( ,,f- \ /I l'I I. \ / 'l:XISTil'li GRAOC \ V 'x.::, 4A' RCP ·~ "'°'"" SECTION "T"-"T" SCALE, HllRZ. 1'=20', VERT. 1'=4' ~,;<OfE~,,;,,,. ~1LIPs~~ ~ N~23080 ; CONSTRUCTION LEGEND @) 48" RCP CULVERT (D-3000) - -. -. ---- @ H£ADWALL PER SPECl,IL OfSIGN AND SEPARAlE PERMIT SEI HEADWALL NOTE, ON THIS SHEET @ CONCR£JE LUG PER S.D.R.S.D. IJ--63 @ STORM DRAIN Cl.£\NOUT PER S.D.R.S.D. D-9 (l'rl'E A-5) --··---- @ SEWER CIIANOUT PER S.O.R.S.D. SC-01 (COVER TO BE MAKED "STORM DRAIN) @ CUTOFF WALL PER S.D.R.S.D. 0-72 @ SAFE1Y FENCING PER lANDSCAP£ ARCHITECT ~ --..... -------__ ,_ ---. --I --·-· • -•. ANS Ult: I 1 I I JLIV l.'J "• ' H ~K'l,<t; ~.' Tr. \ 'I K II I I \ \ \ \ I I I LINING -~.L.. ,,, ..JJIAN~! I Al. ' \ \ ) I I I I I I I \ \ I I I I I I \ ~ HEADWALL NOTE fACE [If' CONCRETE l-£AD\JALL T□ HAVE ARCHITECTURAL , TEXTURE AND/ OR SURrACE RELIEf IN ACCIJ<DANCE \JITH, LANDSCAPF PLAN 11vr. Nn 4'"-11 ' I ENLARGED VIEW-CHANNEL TRANSITION REQUIREll TREATMENT CONTROL BMP TABLB DESCRIPTION QUANTITY fll TRATI□N I EACH STRUCTURE <PRIV ,O.TJ:l 5EE~ILII// SCALE\ 1 '=10' (!/4. 1----1----'i-----------t--t----r-----ir-, fsiml CITY OF CARLSBAD L....!Q_j ENGINEERING DEPARTMENT l-----ll---+---------------jr-4"--1 -1 -1 IMPROVEMENT PLANS FOR: • DATE CARLSBAD PASEO ~~ DRAINAGE IMPROVEMENTS BENCH MARK l----+--jf-----------------t--r--,-,-1 ~;~'--'-D:~ :::r.~~~,DDL = ~A-!:.j::"'~~}:RA=<d/11» .. %~ti ZEPA UN ~'!)j~UPERVISI □N □F, DESCRIPTION, 4• PLASTIC CAP <S. D. COUNTY CONTROL PT, T-1307) DEPU!T CITY EN•~ PE~1 EXPIRES 6,30/10 -L□CA TI □N, EAST □r RAILROAD TRACKS IN RAILROAD R,0,1(. , ~ 1 1. I soon. NORTH ar PALOMAR AIRPORT R□AD. ll.l1IJn.· /1 1 ~ ,~ AS-I11l11,, oWN eY: I PR□.EcT No. □RA'MNG No. ---4-----.:::_,_ ~l DATE_/5/JQ.j RECORDED, .1)9::,i8!1!D.1A,.,n,,,,1 ______ --,::-:::::-::c:---;;-;,;----DA"IE IN/llAL DA1E INITIAL DA1E /NlllAL CHKD BY: ~ MS 07-02 460-1 q, ✓1 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVND BY: ~ . i!l . 032009 20 4• PVC COUPLING SEE DETAIL <{ FLOW <{ FLOW PLAN VIEW NO SCALE -----------ii''---~---, GROUT (TYP) <{ FLOW E C□VER PORTS H20 LOADING " "" " "' r,. SEE DETAIL BloMedloGRE FILTER MED HY JJROCAR. FILT£:R l FOR MAX TREATMENT FLO 2'X2' ALIJN./ ' SUPPDR T CHANNEL -I TERIAL: 6" THICK GRANULAR_/ GATE COMPACTED TO 95% ...__.., SECTION 8-8 ~ NO SCALE •---------14'-5.75'·-_-;-------•..,1 0 ____ 20 40 Seo.le• 1' = 20' HU.[ ,---------;4.48' E TO ACCOMODA TE 48" I.D. PIPE I I '-10· 0.0. 1.ox I~~~ I a! <>i3 11~~ I <>: I• ~~ ,~-~ /!/ "' "' ,. i!:cl':i I~'!;~ I \i I I I I I I I~ ~ <{ FLOW < FLOW •·-•·T 1. T REEN SYSTEM STRUCTURE \,'ILL BE A \,'ELDED ALUMINUM FRAME RECTANG THE SCRE SPANNED BY STAINLESS STEEL SCREEN, BE GENERAL~ IN SHAPE, AND BE FORMED T□ MAKE A B□TT □M A~ STEM \,'ILL CONSIST OF PANEL SECTI □NS THAJ::' T□GETHER \,' TAINLESS STEEL B□L TS. \,'HEN THE PANEL/ TIONS ARE UNBOLTED AND RATED FROM EACH □THER THEY \,'ILL. ABLE T□ PASS THROUGH A ESS HATCH DR R□UND MANHOLE! E TOP OF THE STRUCTURE FOR RE L PURP□SES, THE ALUMINUM F \,'ORK \,'ILL BE MADE OF M□STLY 2' X 1/ 4' ALUMINUM AN EAM. THE SCREEN USED T□ SPAN THE AL FRAME IS DESCRIB . S F □LL□l,'S, F □R THE B□DY □F THE SCREEN SY FLATTENED EXP D STAINLESS STEEL SHEET 1/2' N □. 16 FI OPEN THE RISER SECTION OF THE S STAINLESS STEEL SHEET 3/4' STEEL. THE SCREEN \,'ILL BE ATT SAND\,'ICHING THE SCREEN T□ THE OF 1 1/ 4' X 3/16' ALUMINUM BA = 601/.J GR = 304 STAINLESS STEEL F □R SYST LATTENED EXPANDED □ AREA = 751/.J GRADE 304 STAINLESS THE SCREEN SYSTEM FRAME BY UM FRAME BET\,'EEN A SERIES DED IN PLACE. 2. THE STRUCTURE OF THE B ILL BE P ST C □NCRETE. THE CONCRETE \,'ILL BE 28 DA PRESSIVE ST REINFORCING \,'ILL BE A A -615 GRADE 60. AN H20 LOADING AS I . TED BY AASHT □. THE TH FC = 5,000 PSI. STEEL UCTURE \,'ILL SUPPORT BET\,'EEN THE C □NCRETE SECTIONS " SHIP LAP AND THE J□IN LED \,'JTH ROM+NEK L BE SEALED OR EQUAL BUTYL ER J□INT SEALANT. THE BAFFL \,'[TH NON-SHR~ □UT T□ FORM 2 \,'ATER TIGHT CHA 3. FDR ACC:: NT□ THE C□NCRETE STRUCTURE, Tl,'□ 24' R □PENING~ · L BE CAST INT□ THE T□P □F THE VAULT. /./4 FL□\,' AND □Ur°FL□I,' PIPES \,'ILL N□ T INTRUDE BEY□ND F E INSIDE SURFACE □F THE \,'ATER P□LISHER. THE SPACE BE !PE H□LES IN THE ENDS □F THE \,'ATER P□LISHER AND THE □UT FACE OF THE PIPE \,'ILL BE FILLED \,'JTH NON-SHRINK GR□UT t□ FD 2"X2"XJ/16" THK ALUM "L" ~~:---LOCKING BOLT AND HANDLES 0 SEE DETAIL AT RIGHT 2"X2"XJ/16" THK ALUM "L • TYP FOR PERIMETER S.S. SCR[[N 2"X2" ALUM FLAT 2• X 2• ALUM t SIDE "1EW INSTALL 12'X 12• TRENCH WITH J/ 4• MAX. CRUSHED AGGREGATE WRAPPED WITH FILTER CLOTH ANO 6" PERFORATED M PIPE DRAIN TO COLLECT LOW FLOW DISCHARGE J/4" MAX. CRUSHED AGGREGATE FILTER CLOTH~ OVERIJJ' AT TOP MIIWl, 140N~ END "1EW DETA!L@DEWA TERING INFILTRATION N□ SCALE TRENCH CAGE HINGES TO REPLACE MEDIA) '-'-" " .· .. ~-~ ... ~. -'Id.\• .. ~·.·/ t .... • r • ... _. r • MUS/ROOM HEAD SrA/Nl.£SS Slffi SPIKE LT" Jz/11/01 I DATE ' DATE ATER PR OF SEAL. _ ... -_ '\_ -~ _ ,: ... ··· --,...-__.. .,,,,.....\..~~ -'1,,g~\,, ... K'</,$."'-'l ~1 CITY OF CARLSBAD 1----1---+---------------t-----t---t---t---J LJ!__j ENGINEERING DEPARTMENT 1---l----+----------------i----t----i-----1---; .. ~ ~ -,. = -_,-J-,:.. '-"'" _,_ ~:;;-1,,!_,;,t:~· . w.D U~~PERVISl□N □F, L1_, __ ~~--DATE?i?1.k, GARfl!PSKA RCE 23080 EXPIRES 12/31/09 BENCH MARK DESCRIPTION, 4' PLASTIC CAP (S. D. COUNTY CONTROL PT. T-1307) L□CA TI□N, EAST or RAILROAD TRACKS IN RAILROAD R.0,\1, 500 rT. NORTH of PALOMAR AIRPORT ROAD. RECORDED• ~t=98,,,07A..,DJ=,---------,-,--,-,-=-c---- ELEVATI□N• 46.67 DATUM,_M-.S-.L __ _ €Vl!>C! SIJT. o. DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION 011-iER APPROVAL IMPROVEMENT PLANS FOR: CARLSBAD PASEO l J Of CIAH DA TE INlllAL CHY APPROVAL OWN BY: CHKO BY: RV\\O BY: PROJECT NO. MS 07-02 DRAi4NO NO •. 4~0':"1. ' l J / 081209 1032009 / , __ p:··t~·~ ff~ i I_~ ----------------------------------------------------------------------------------------------------------------------------------------------------1 SS SCREEN SEE NOTE #3 ON SHT. 13 6'-8" 6'-6" 1" 6'-8" 6'-6" 2" X 2" X 1/4" ALUM ANGLE X 6'-8" LONG 1-1/2" X 6'6" 316 55 PIANO HINGE 3/16" X 1-1/2" S.S. BOLTS @ 8" o.c. w ATER POLISHER -UP FL □w MEDIA FILTER STRUCTURE FDR TwIN 48 INCH PIPES 1/2•-X J" ST ANLESS STEEL REDHEADS (TYP) AROUND PERIMETER DRILL 1/2" DIA HOLES J/8' ,d X 1-1/2" SS BOLTS @ 8" o.c. (TYP) DRILL 1/2• DIA HOLES J/8" ,d X 1-1/2' SS BOLTS @ 8" o.c. (TYP) 13'-6" DRILL 1/2• DIA HOLES SS SCREEN SEE NOTE #3 ON SHT. 13 J/8' 0 X 2-1/2' SS BOLTS @ 8' OC. (TYP) -t----sc--, 1/2", X J" STANLESS STEEL REDHEADS (TYP) AROUND PERIMETER 2" X 2" X 1/4" ALUM ANGI.Et--......:::---'"'-f (TYP) AROUND PERIMETER /'-8·:t 2" X 2' X 5'-11" AWi @J'-,4· o.c. 4' D£WA TE:RING PIPES OPEN TOP FOR 810 MEDIA ,• X 1• X 1,4• ALUM L INSTALLAIION AND ,·~----1----R;£:.:PLAC£MENT 6" LENGTH \ SCREEN IS BENT TO SHAPf: SE£ NOTE: J ON SHT. IJ. -------- 12· TOP VIEW 1/4 1/4-2 ·-OPEN BOTTOM SCREEN RESTS SHOWING MEDIA INSTALLED TYP 80 TH SIDES ON FLOOR ISOM£7RIC \-1£W 12· 1/4• X 1-1/2• SS <II ...... HAMMER DRIVE ANCHORS ,. .... ..L 0 SID£ 1-1£W FRONT VIEW SMALL BioMediaGREEN CAGE DETAIL -,, ---_j l ;,J• I : 1 ( /J'-5" ~ "'- -· I -11" I A TLAN TIS ORA/NA GE CELLS CO VER THE E:NIIRE SCREENED AREA AND RESTS ON THE BOTTOM CAGE ASSEMBLY. al· 4 TYP) r ............ , .... , ....... --·~···········,-·-··-·-· ·-·· ... . L_ 39,_ ~ _J 1/4" X 1-1/2• 55 HAMMER DRIVE ANCHORS EACH SIDE: TOP VIEW BioMediaGREEN FILTER MEDIA rJ-J --2-1 "'1 IJ'-5" ' ,., I ' ' I 5'-11" BioModiaGREEN COVERS THE.ENTIRE SCREENED AREA AND RESTS ON TOP OF THE A TLANnS DRAINAGE CELLS. BioModiaGREEN FILTER MEDIA MA y BE cur EASILY WITH SURRA TED KNIFE (TO FIT AS SHOWN}. 56 PIECES OF BioMediaGREEN FILTER MEDIA REQUIRED. FILTER MEDIA ASS EMBLY ~84=~~7€/~Hfo..1/4" x 2" ALUM _l_----:!j..:!::::==l=~==='.=~&'=='.=~=~',.I_J" BAR (TYP) r'-8"± ATLANTIS DRAINAGE CELLS MA y BE cur EASILY WITH A JIG SAW (TO FIT AS SHOWN}. TRIM TO FIT BETWEE:N ALUM ANGLES. 64 ATLANTIS DRAINAGE CELLS REQUIRED. POLLUTANT REMOVAL PERFORMANCE 1" i-----2'-11}" 2·-1,y __j ----,111---1/2" GAP trYPl14 TOP CAGE ASSEMBLY PLAN ( 4 HINGED ACCESS DOORS) 2' X2' X 1/4• ALUM ANGIE (TYP) 1/ TYP SS SCREEN SCRE£ -J TYP rt" GAP SHIM AS R[QD. 1/4 TYP ll,: : . '11 r \! ', l' ' __ ,, - -,, I 4 1 4-J 1/4 TYP) 2' X 2• X 1/4• ALUM ANGLE (TYP) (TYP) AROUND PERIMETER OF EACH PANEL 1---------6'-0" ----------i BOTTOM CAGE ASS EMBLY PLAN BioMedioGREEN FILTER MEDIA 1/4' x 2• ALUM BAR 1/4" x 2" ALUM BAR ~ SS SCREEN , '-. ·· ~--··rr ··········•·r 1/4' X 2" X 2• ANGLE BEYOND A /LAN ns DRAINAGE CELLS SS SCREEN 1/4 I I 1/4 (TYP) 1/4' 1/4-3 1/2" GAP I ,___ ____________ ,._B•--------------< SECTION C-C 1/2"-X J" __ , STANLfSS SlffL -REDHEADS J/16" X 1-1/4' ALOM BAR (TYP) AROUND PERIMETER HINGED DOOR RESTS 1/4" X 2" X 2' ANGLE 1/4' X 2• X 2" ANGLE 1/2"-X J' STANLESS SlffL REDHEADS (TYP) AROUND PERIMETER FILTER SUPPORT ASSEMBLY 480mm 18.90" 12.76mm 0.50" 39.37mm 1.55" INTERLOCKING DESIGN DETAIL PLAN VIEW 52mm {2.05"7 □□mn1,1a j SIDE Vlt:W FRONT VIEW STORMWATER SOLUTIONS/ATLANTIS DRAINAGE CELL(2.05" CELL) (H)52mm [2.05"} x (W)26Dmm {10.24"} x (L)480mm [18.90'7 RECOMMENDED MAXIMUM LOAD = 148.58 t/m' {166.0 psi} FLOW RATE = 142 I/min {37.51 gals/min} ATLANTIS DRAINAGE CELL ) TREATMENT FLOW RATE MEDIA HYDRAULIC CONDUCTIVITY = 363 METERS/DAY GPM/SQ. FT. SURFACE AREA = 35 GPM TOTAL TREATMENT FLOW RATE = 6.56 CFS 84 SQ. FT □F BloMediaGREEN MEDIA Fil TER MAXIMUM HEAD □VER MEDIA = 14' PATENT PENDING SIZE FSC!\4 NO. SCAU N. T. 5. POLLUTANT !NfLUENT EFFLUENT REMOVAL Y. og/L og/L TOTAL SUSPENDE SOLIDS <TSS) 84,6 12.4 DISSOLVED PHOSPHORUS 2.07 .63 ORTH□ PHOSPHORUS 3.98 2.33 DISSOLVED CADMIUM ,39 .19 DISSOLVED CDP PER ,57 ,12 DISS[l.VED LEAD .38 DISS□l VED ZINC .75 .16 DISSDL VED MERCURY .007 ,002 DILS l GREASE 69.88 6.5 TOTAL PETR□LEU HYDROCARBONS 1.4 0 TURBIDITY(NTU) 36 .32 FECAL CDL!FDRM (MPN/100 Ml> JOB. 85.4Y. 69.66Y. 4L56Y. 52.16Y. 79.15Y. 98,19Y. 78.22Y. 71.43Y. 90.7Y. !O0Y. 99 l!Y. 687. • REV PASEO CARLSBAD PROJECT SHEET SHf. 1 OF 1 i ~ No.23080 1----+--+--------------+----+----+----t----l ~ cr1r1N£!G ~tA~rf~~~AD LT" JI/ /I J DATE i/4,/,o DATE P~N~ ERVISION OF: -~-~~-'c4 ___ DATEJ.fL'1.llt GARY llPSKA R 23080 EXPIRES 12/31 /09 BENCH MARK DESCRIPTION: 4" PLASTIC CAP (S. D. COUNlY CONTROL PT. T-1307) LOCATION: EAST OF RAILROAD TRACKS IN RAILROAD R.O.W. 500 FT. NORTH OF PALOMAR AIRPORT ROAD RECORDED: ...11"'98!JL.!:A"""---------------- ELEVATION: 46.67 DATUM:~M=.S=.L~-- 1------+---+--------------------+----+---1------+----1 IMPROVEMENT PLANS FOR: CARLSBAD PASEO DRAINAGE IMPROVEMENTS ENGINEER" OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CITY APPROVAL D\\N BY: CHKD BY: RVWO BY: PROJECT NO. MS 07-02 , 8/1~~ DATE DRAWING NO. 460-1 i ? n ~ I " 0 G.l ~ .... '.3 a. ' ' ' r , i ' i ' ' I ' 081209 *SEE SHT. 12 FOR SECTION C-C SUNTREE CUSTOM DOOR LOCK 4 REQ'O SEE DETAIL AT RIGHT. L~ L D i I I ~-L l'-tt IJ'-6" B 4" DEWA TERING PIPES GROUT ~L~ (TYP) 10'---------i PLAN VIEW ,5•-4• HOL£ ro ACCOMOOA T£ 48" 1.0. PIP£ -----7 I _J - - -=tt=i. -~£:RING PIP) SECTION D-D ¢4'-10" 0.0. 6" 316 SS PIANO HINGE \./ ATER POLISHER UP FLO\./ MEDIA FILTER STRUCTURE FDR Tv/IN 48 INCH PIPES 62.40 FS BioMediaGR££N FILTER MEDIA FL OUT 53.15 2'-7" DRAINAGE MATRIX 2" X 2" ALUM TUB£ 1'-8 6' ~ 4'-10· YPASS 4'-10· 1' - 1'-8" I MANHOLE COVER SUPPORTS H2O LOADING ACCESS PRO~DED BY EXTENSION LADDER ~ 53.20 /NV. 1'-11" - SEDIMENT CHAMBER 6" 4" DEWATER/NG PIPES REBAR REINFORCED BAFFLE WALL 10'-11" , ____ ,,_ ___ __,4•-a·-------------< 2" X 2" ALUM TUBES @ 3'-4" O.C. SECTION A-A • I s" I 11 ------ SEE DETAIL A 1/4" G 2" 1-~1---------2'-9-1/4' -----------1 ----------2'-9-1/4" ------,L-----l 1'-6" 3/16" X 1-1/4' WIDE FLAT BAR 1' GAP .!' •.•• _._, __ ,. + -... -, 3/8" X 2-1/4" SS BOLT ,• GAP _,,, 2" X 2" ALUM 1VB£ 3/8' X J-1/2" SS BOLT SHIM AS R[QO. (IYP) W/ ·• X 2" BARS 6' SECTION 8-8 NOTES: 1. All components of the fJJ/er system, including mounting hardware, fasteners, support brackets, filtration material, and support frame are constructed of non- corrosive materials: 304 stainless steel and aluminum. Primary filter screen is standard J/4 /13 1/allened expanded S.S. metal per detail below. 2. The water polisher filter housing is constructed of an all aluminum frame and stainless steel screens backed by 3/4" /13 flattened expanded metal. Filter and support structures are of proven durability, with an expected service life of 10-15 years. The filter and mounting structures are of sufficient strength to support a JOO pound man lo service the media. 3. The screen system structure will be a welded aluminum framework spanned by stainless steel screen, rectangular in shape, and formed to make a bottom and hinged doors that can be opened to change media filler. The screen system will consist of panel sections that are held together with stainless steel bolts. When the panel sections are unbolted and separated from each other they will be able to pass through an access hatch or round manhole in the top of the structure for removal purposes. The oluminum frame work will be made of mostly 2• x 2" x ¼" aluminum angle beam. The screen used to span the aluminum frame is described as follows: For the body of the screen system, flattened expanded stainless steel sheet J/4 No. 13 F; Open area = 75%; Grade = 304 Stainless Steel. The screen will be attached to the screen system frame by sandwiching the screen between the aluminum frame and a series of 1-1/4" x 3/16". olum. flat bars which are welded in place. 4. All aluminum shall be 6061 T6. 2" X 2' X 1/4' thick ongles, 1-1/4' x 3/16" thick bars, and 2' x 2' lubes. 5. 6. 6061 alloy is the accepted alloy for structural shapes and in the (-t6) condition the strength is approximately equal to that of structural steel. 6061 angles and channels hove an inside radius for strength. Aluminum 6061 structural confirms to ASIM 8308. BioMedioGREEN is a proprietary filler media made from a unique blend of materials. This filter media has demonstrated through independent third party lab and field studies to be effective al removing many pollutants associated with slormwater runoff. Specifications supplied upon request. Atlantis Drainage Cells are lightweight injection-moulded plastic units which allows maximum water infiltration and conveyance. Specifications supplied upon request. See detail on sh/. 12. FOIi COTTER PIN 1/," 1/4" 1 • SCH. 40 AWi/. PIPE t',cc'<'-,,r--:,,-------,,'---10"--,:;==J:i-==:::'.s;;;:jj 1/4 , I '----..µ.-2• x 2" x J" AW/I TUB[ ---I ,· -J·~--, .....,_(TYP__,__~ ---+---10"'------------1 1/4" (TYP) 1-J/8" x 2" x 1/4" ALUM BAR cur TO PIPE CONTOUR ANO l!WiE/) srcnoN l1£W TO PIP[ 2" X 2" X 2• ALUM TUBC 2" X 2" AWM BAR ON HiNGfO 000/I STAINLESS COTTER PIN TOI' W£W 2" X 2" AWi/ BAR ON HINGfO DOOi/ J/4" X 1-J/8" ALUM BAR DOOR LOCK ROTA T£ PIP£ TO LOCK~ 1• SCH. 40 ALI/II. PIPE 1-J/8" x 2" x 1/4" ALUM BAR C~T TO PIP£ CONTOUR ANO KfLIJ[O TO PIPE '!" £NO l1EW CUSTOM MAD£ BY SUNTR££ 1-3/4" 1-1/2"316 SS PIANO HING 1;4• 3/8" X 1" S.S. SCREEN ' S.S. BOLTS TYP) 1/4 J/8" X I' 1. • 3• 4 t - J/16"x 1-1/4" ALUM BAR 2· xr X 1/4" ALUM ANGL[ (TYP) S.S. SCRfi/ 2" X 2" ALUM TUB£ DETAIL A S.S. BOLTS {TYP) 1/2"1 X J" STANlESS Slffl REDHEADS {TYP) AROUND PERIMETER 2• X 2• X 1/4" ALUM ANGLE 2' X 2' X 1/4" ALUM ANGL[ (TYP) /\ J/16 X 1-1/4" ALUM BAR J/8" X J" SS BOLT 5/8" STANDARD 3/4 EXPANDED FLAT S.S. METAL 75% open, 5/8 x 1-3/4" opening B CLE ENVIRONMENTAL SERVfCES, INC. SIZE FSC~ NO. JOB. REV PASEO CARLSBAD PROJECT SCALE N. T. s. SHEET SHT. 1 OF 1 fsiw7 CITY OF CARLSBAD ~ 1------1---+----~--------------1~---+---+----+---1 ~~=3==-===E=N=G=IN=EE=R=IN=G=D=EP=A=R=TM=E=N=T==:::::...'.:L!2_j==7~ 1----l-----+----------------1------l---+---+-----l IMPROVEMENT PLANS FOR: :l . ,, • 081209 2/nho YDATE C: \DWG'2\CLSB-IP.OWG • <O • <O • 0 I <O 6" i I I I I === -- ----1 + --- --c-,----f ~ 'co • st I ;,, A L 8 TON SWIFT LIFTS 8 IN TOP; 4 IN BASE CLIENT NOTE CLIENT NOTE • <O I ;,, • • st 0 I I 1o " • r <O I ;,, L fo + 2'-7" • -I ;,, • 0 -I "' 14'-6" 13'-6" 2'-7" 7 6" B· I • 0 I ;,, 30"¢ A1106 FRAME & COVER BY ALHAMBRA FOUNDRY 2 TOTAL CLIENT NOTE 30"¢ X 36"~ X 9" CONE GRADE RING 36"~ X 6" GRADE RING 36"0 X 12" GRADE RING ~ (l_1~---------i _JB tJ PLAN VIEW 1 '-0" 8" WALL .3'-1" Cl_ I .3' -1"' 8" X 1'-8" X 131-9" BAFFLE WALL --~----- MONOLITHIC W/ WALLS I 17 . _, . I I L LJ --,--I!~~-'°~ --- 6"0 THRU HOLE 1'-11" CLIENT VERIFY Cl_ LTR. REVISION DATE BY CHK A REV. ACCESS OPENINGS FROM 30" TO 36", ADDED GRADE RING 4/1/09 KL JBH B MOVED BAFFLE KEY FROM 11 1 2" FROM CENTER LINE TO 12" 4/7 09 JER JBH C REV BAFFLE TO MONOLITHIC; REM BAFFLE KEYWAYS IN WALLS 5/4 09 JER JBH STRUCTURAL NOTES: DESIGN SPECIFICATIONS -AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES" -ACl-318-05 BUILDING CODE -ASTM C 857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUNO PRECAST CONCRETE UTILITY STRUCTURES. MATERIALS: -CONCRETE -28 DAY COMPRESSIVE STRENGTH f'c = -REBAR -ASTM A 706 GRADE 60 LOADS: -H20 INDIRECT TRAFFIC -150 PCF CONCRETE DENSITY; 120 PCF SOIL DENSITY -H20 SURCHARGE: 80 PSF TO 8 FT BELOW GRADE -DRY SOIL LATERAL LOAD -40 PCF -WET SOIL LATERAL LOAD -80 PCF -WATER TABLE -5' BELOW GRADE -SOIL COVER -2'-7" -STRUCTURAL CALCULATIONS #09-022, REV 4/1 /09 GENERAL NOTES: 1 )CONTRACTOR TO: -GROUT ALL JOINTS AS REQUIRED -VERIFY ALL DIMENSIONS AND OPENING LOCATIONS 2)00 NOT BACKFILL UNTIL VAULT HAS BEEN COMPLETELY ASSEMBLED 3)REBAR MAY BE TACK WELDED OR TIED 4)TOLERANCES PER ASTM C-858 STANDARD SPECIFICATION FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES PRODUCTION NOTE: 6000 PSI CAST BAFFLE WALL BEFORE BASE WALLS AND SET BAFFLE WALL IN WALLS BEFORE CASTING WALLS. PREPARED UNDER THE SUPERVISION OF• • N ELEVATION B-B _µ.._,~~1-_DATE_~~°l~_:-oq I "' + 1 • • <O OJ I I "' • N I ;,., JOHN B, HENKELS IV RCE 49172 EXPIRES 09/30/2010 APPROXIMATE WEIGHT; TOP SECTION 26,000 LBS BASE 24,700 LBS BAFFLE WALL 2,300 LBS RELATED DWG.'S; TOP SECTION REINFORCEMENT BASE REINFORCEMENT BAFFLE WALL PRODUCT & REINF. Cl0-3998-2 -J -4 ---t------• OJ CLIENT NOTE 4'-1~" (TYP) ·I ELEVATION A-A • st 5'-4"0 THRU HOLE 2 EACH SIDE WALL 4 TOTAL CLIENT NOTE BENCH MARK DESCRIPTION• 4' PLASTIC CAP <S. D. COUNTY CONTROL PT. T-1307) LOCATION• EAST OF RAILROAD TRACKS IN RAILROAD R.□.1,1, 500 FT. NORTH OF PALOMAR AIRPORT ROAD, f--P_R~E_-_PO~U~R __ ~x~xx~x~-t-"--DA_T~E __ ~x~xx=x~___, 10'-o" X 13'-6" X 7'-0" BAFFLE BOX l-'Pc'O=S~T-~P~O._.U~R-~X=XX~X-+=DDAA-'--TT=EE __ ~x"cxx=x'-c-c---, PASEO CARLSBAD PROJECT DRAWN JER 3 18 09 CHECKED JBH SCALE J/8"=1'-0" CARLSBAD, CA f-'SA"--'L""E""sP'---'E"'R=so~N,__-'--'Js'-------1-'--P'""AG""E~ __ 1'------"o'--F _,4_--+=s."'o,,,.. --'9._.9_-_59._.2,.__ _ _._,,L"'IN-"-'E L---'-'xxcc:.xc..:x_---jDwG No C 1 0 3 g g 8 1 DWF VIEW OPTION WEIGHT SEE TABLE CUST. BIO-CLEAN ENVIRONMENTAL . -- REV. C THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT @ 2009 Oldcastle Precasl, Inc. All Rights Reserved Auburn.W>/ Wilsonville.OR/ Chandler.AZ/ Pleosonton • Livermore • fontona • Son Diego • Stockton • Santa Paula.CA. ~ CITY OF CARLSBAD 1-----t--+-----------------+---+---1----+----1 l____!_±J ENGINEERING DEPARTMENT 1---~1-----1-------------------11-----+--+---+"----+ IMPROVEMENT PLANS FOR: CARLSBAD PASEO DRAINAGE IMPROVEMENTS RECORDED, -'-""'0-'cA"""'-----------cc-=-~--ELEVATION• 46.67 DATUM1___,M,,,.S"".L,._. __ _ l!rr A o Fitr ~;2 13 o')I oa; , REVISION DESCRIPTION DATE INITIAL DWN BY: CHKD BY:~~ RVl'IOBY: ~ PROJECT NO, MS 07-02 ENGINEER OF WO~K Qll,ER APPROVAL CITY APPROVAL ,~, ::;m-nn, ' e,&o/tJ~ l ~ oATE1 DRAWIN<l NO, I 460-1 I ,-c I 5• ~1 1 • • 0 0 I I . 0 --- • ro • N • 3 I "' "st I "' 14' -6" 13' -6" I i r -~ -- I I I ,-= -~ _J ,.... f= ~ -J 7 ' V / ' ~ 0 © ~ 77/~ '\ I" 0 N@~I • 0 -I I I I 'k • ~' /), v @ ,.,, • "' N@~ I I ' / X '. lrn=t=!=l=t:tti=t=~t++=t=t+tlt=*-;t=~•~.~"' =t1 ::::;;;;;;;;~ oJ I @ I I / " w '\ I" I :~=t:tj=j=⇒=t=t=t=t=t=tj=j=⇒=t=t=t~t=--b~~~=l: 1--"--t- I © I ~ I 11 @ 7" SYMMETRICAL I 4@ 7" ~ PLAN VIEW ' 'o ~ 'o ,~ ~ = • 6" ~ 2 @ 11" 6" _Jr ' I / vi 4@ 1 O" 3 @ 3• • 0 - I ~ 3• 2 @ 31• ~-4 @ 101· 3 @ 4 @ 10~· 2 @ . , 4. I ., 5•1 I • • . ' . c---~I ,--,,-• . 3~-l-H~1111ttitt1111-rn1r~ I I 4 @-' ELEVATION 8-8 ~ SYMMETRICAL . I 6" 4 @ 12" I • r@ ®- l_ . ·~ -cl . ~ -~ --~ ------~ --, I I LTR. REVISION DATE BY CHK A REV. ACCESS OPENINGS FROM 30" TO 36", ADDED GRADE RING 4/1/09 KL JBH STRUCTURAL NOTES: DESIGN SPECIFICATIONS -AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES" -ACl-318-05 BUILDING CODE -ASTM C 857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES. MATERIALS: -CONCRETE -28 DAY COMPRESSIVE STRENGTH t'c ~ 6000 PSI -REBAR -ASTM A 706 GRADE 60 LOADS: -H20 INDIRECT TRAFFIC -150 PCF CONCRETE DENSITY; 120 PCF SOIL DENSITY -H20 SURCHARGE: 80 PSF TO 8 FT BELOW GRADE -DRY SOIL LATERAL LOAD -40 PCF -WET SOIL LATERAL LOAD -80 PCF -WATER TABLE -5' BELOW GRADE -SOIL COVER -2'-7" -STRUCTURAL CALCULATIONS #09-022, REV 4/1/09 GENERAL NOTES: 1 )CONTRACTOR TO: -GROUT ALL JOINTS AS REQUIRED -VERIFY ALL DIMENSIONS AND OPENING LOCATIONS 2)00 NOT BACKFILL UNTIL VAULT HAS BEEN COMPLETELY ASSEMBLED 3)REBAR MAY BE TACK WELDED OR TIED 4)TOLERANCES PER ASTM C-858 STANDARD SPECIFICATION FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES FOR COMPLETE PRODUCT SEE C10-3998-1 '5 (J r m~t--t--t--t--t-1-t--"17::t+l--<3 ®- ,-~ I-c-' • A ~ ..:.. ~ ~ " I ~r I I I / I \Jf1/ ELEVATION A-A • _.., - ,I I • I I ' ' @• N \{) ' I I • Ol @ \ -..._ I I "' '5 (J PREPARED UNDER THE SUPERVISION OF, ~-l __ Q..!l~_l:t__oATE_et~l.•_-oq REBAR SCHEDULE I, A B C 9 6 DIAGONAL BAR 1 2'-9" 8 6 DIAGONAL BAR 7 J'-6" ELEVATION C-C 7 5 DIAGONAL BAR 8 5'-3" 6 4 STR. BAR 12 10'-3" 5 4 STR. BAR 12 13' -9" REBAR SIZE TABLE 4 4 L-BAR 24 4'-4 1/2" 2'-3" 2'-3" METRIC BAR DESIGNATION DESIGNATION NUMBER NUMBER 3 5 L-BAR 64 6'-2 1/2" 2'-6" 2 6 STR. BAR (MAT) 19 14'-J" J'-10" 3 10 1 6 STR. BAR (MAT) 25 10'-9" 4 13 5 16 PART BAR DESCRIPTION QTY CUT LENGTH SIZE SIZE 6 19 BILL OF MATERIALS f-P_R_E_-_PO~U_R __ ccxcccxx~x,---+=-DA-=T=E __ ---cxccxxcccx:--------I 1 o· -0" X 1 J' -6" X 3' -6" TOP SECTION REINFORCEMENT POST -POUR XXXX DATE XXXX rD-'RA=W~N~~~--;:JE=Rc----+~DAc=T=E----=3-,-/18,....l/""10.,..9--,pAsEO CARLSBAD PROJECT c--'C~H~E=CK~E-D----::JB=:-H:---+~SCA~L=-E --=3"/8:c."t-=-'--:1T", _-cO:a-.--, CARLSBAD, CA SALESPERSON JS PAGE 2 OF 4 S.0.11 99592 I LINEI xxxx C 1 0 3 9 9 8 2 f-'D"-'W=F""v'--'1E"'W=OP"-T-IO-'N~-+-'W~El=GH~T--S-E=E-'S=H-T~1-t-'C=U=ST~.--c,Bc=IO~-"'CL-=EAN~-=EccNV~IRccOc"N"--cM=EN-=TccAL,---~----1DWG NO. -- THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. 4 37 44 82 11 0 70 414 407 404 TOTAL WT.LBS REV. A JOHN B. HENKELS IV RCE 49172 EXPIRES 09/30/2010 COPYRIGHT @ 2009 Oldcostle Precost, Inc. All Rights Reserved Aubum.WA/ Wilsonville.OR/ Chandler.AZ/ Pleosonton • Uvermore • Fontono • Son Diego • Stockton • Sonta Paula.CA yWi_ ~ LIPs~ I 'I ··~ C/CL2/ I'-' ~7lt.''o1 ~ 't.~ ":J.. ,~,\<l I / "'i;{J. Ow CA'u< ~~ \ 1, fsiml CITY OF CARLSBAD ~ l----l--+----------------1---+--t---+---I ~ ENGINEERING DEPARTMENT L...!2_J t---t--+---------------1---1---t---t---1 IMPROVEMENT PLANS FOR: q_. -t ~) 11 A~~ u T // CARLSBAD PASEO JI.. ~ I J DRAINAGE IMPROVEMENTS · _. ,, 12rl 1. 07 BENCH MARK ~PPR Q..AAflD.A ,<AusER ~ ~ •• ..,1~ · EXP 12,131/U DATE DESCRIPTION, 4• PLAsnc cAP <s. n. couNn coNTROL PT. T-1307) • •• y:u .. t;1Apq11wt a-E ,,?>1,11 tJfJ.,,/04 ~ ., , 0 LO!:'A TION1 EAST Of RAILROAD TRACKS IN RAILROAD R.0.1,, .,~ • -/'I\ L"--f'iV l I r DEPU YCITY ENGINEER PE 33081 EXPIRES 6/30/10 DATt ~ RE ~V ~~ED _B11Y,, ; ~-500 FT, NORTH OF PALOMAR AIRPORT ROAD. u7~•/~ Ql~q~•;f,..,~J./.1a.:11\ >.l'A.ll!;f.~W>!....,<$:!l//l-"€''-"€'-!,T,J..!.<\'.l.O"-'JL.lnl,:..,.;l~l TLf1,_,,l.._.!.l...!'120...,'le.cf7e<.e>e..!!.7ll.1.!1c>clLJ-'-;;-;:;~f--;;:;;-;;,;;-f?~/1.~1 041~ ;'D:::I\N:::::::B::::Y::::=:::::~:==~ 1 ::::::::=:::::P:::RO=J:::EC:::T:::N::O.=:=~I ;:::::DR::::A:::W::::IN'::O =No=.=: ~~ .U,. / /, RECORDED, _.i,,,q8ai,Oc..1A:,.>n.,,._ __________ ~---r DA,c INITIAL DATE INITIAL DATE INITIAL S o '2.11I JO ELEVATION, 46·67 DATUM,_~M=.S=.L.~--REVISION DESCRIPTION CHKD BY: MS 07-02 460-1 --ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: ~--------~ ~----(:! '----------------------------..l..:!l~.:.:S~PE.::.C.:.:TO:::.R:.... ________ ..;D:::.A:.:.T.::.E _ _,_ ____________ . _________________________________ _._ ____ ....1, ____________________ ....,==-="""'====================i"' C: \DWG12\CLSB-IP.DWO ,, - !081209 LTR. REVISION DATE BY CHK 14•-e· A REV. NOTES AND REINFORCEMENT FOR 2' -7" OF COVER 4/2/09 JER JBH r--.~ ~--7 B ADDED BAFFLE WALL 5/4/09 JER JBH 13'-6" STRUCTURAL NOTES: ®-DESIGN SPECIFICATIONS • -MSHTO ·sTANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES" "' -ACl-318-05 BUILDING CODE I -ASTM C 857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES. MATERIALS: -CONCRETE -28 DAY COMPRESSIVE STRENGTH f'c = 6000 PSI • ~ ~ 0 ® ® -REBAR -ASTM A 706 GRADE 60 - @ "' LOADS: 1 -H20 INDIRECT TRAFFIC r=•~, -150 PCF CONCRETE DENSITY; 120 PCF SOIL DENSITY • • -H20 SURCHARGE: 80 PSF TO 8 FT BELOW GRADE 0 0 -~ I I ---DRY SOIL LATERAL LOAD -40 PCF . 0 ----WET SOIL LATERAL LOAD -80 PCF " . -WATER TABLE -5' BELOW GRADE ..J ~ Q>< <) -0 -SOIL COVER -2'-7" ii:: -STRUCTURAL CALCULATIONS #09-022, REV 4/1/09 w I J . , ~ ~ :::, ® ® 0 0 :::, GENERAL NOTES: >-V, 1 )CONTRACTOR TO: -GROUT ALL JOINTS AS REQUIRED -VERIFY ALL DIMENSIONS AND OPENING LOCATIONS 2)00 NOT BACKFILL UNTIL VAULT HAS • 8 @ 5" BEEN COMPLETELY ASSEMBLED "' A 3)REBAR MAY BE TACK WELDED OR TIED L~ I ~-PLAN VIEW -BAFFLE WALL 4)TOLERANCES PER ASTM C-858 SYMMETRICAL . I STANDARD SPECIFICATION FOR UNDERGROUND PRECAST -CONCRETE UTILITY STRUCTURES ~ - PLAN VIEW -BASE SLAB ©-®- I 1~" CLR "5 u 3 I I ·11 • I I') 8 X I I ' , -I I I _L _,_ -" FOR COMPLETE PRODUCT SEE C10-3998-1 , I ~ . . • II • X" . II FOR BAFFLE WALL SEE Cl0-3998-4 -• ~ • "' 3 ~ ~ yv I @ "' I I A A I I') N 5 @ 1 O" 5 @ 10" A A · ... ~ Bl BnC I • I ~ ~ -REBAR SCHEDULE >-' -a· g• --I +=:, 1-----~ I -V I I --• 00 I II '1 I/ " I/ II A B C I ,19~~-z ~ 8 4 OIAGONAL BAR 4 1 '-6" 4 9• 5@ 10" 0 4'-o" -~ F; 7 4 DIAGONAL BAR 8 21 I ELEVATION 8-8 SYMMETRICAL 3• . i 6 4 STR. BAR 8 10'-3" 55 • ·1 N~ 5 4 STR. BAR 8 1 J'-9" 73 -® r© REBAR SIZE TABLE 4 4 L-BAR 16 4'-4 1/2" 2'-3" 2'-3" 47 ~ BAR DESIGNATION METRIC 3 6 L-BAR 61 6'-6" 3'-0" 3'-8 1/2" 596 NUMBER DESIGNATION 2 6 STR. BAR (MAT) 13 14'-3" 278 ELEVATION A-A I I NUMBER Iii I I I 3 10 1 6 STR. BAR (MAT) 34 1 o· -9" 549 ~rROFEss~ &. ~ \l. Ht,vt~ BAFFLE WALL NOT SHOWN J . I I I' 4 13 BAR TOTAL II 5 16 PART SIZE DESCRIPTION QTY CUT LENGTH SIZE WT.LBS ~ ~~ 'I L J I' 6 19 BILL OF MATERIALS e Wo.49171 \a I I I PRE-POUR xxxx DATE xxxx 1 O' -0" X 1 J' -6" X J' -6" BASE REINFORCEMENT * 119-Jo.,o ---~ --_j POST-POUR xxxx DATE xxxx * PASEO CARLSBAD PROJECT "q; C,V[ . DRAWN JER DATE J/18/09 ~ Of CALlfOW.l-l-"' . I CHECKED JBH SCALE J/8"=1 '-o· CARLSBAD, CA ..J SALESPERSON JS PAGE J OF 4 S.0./1 99592 I LINE# xxxx REV. u 5 @ 10" DWG NO. C 10-3998-3 DWF VIEW OPTION WEIGHT SEE SHT 1 GUST. BIO-CLEAN ENVIRONMENTAL B • I ' .-jN -SYMMETRICAL 5" ' . I THIS DOCUMENT IS THE PROPERTY OF 0 PREPARED UNDER THE SUPERVIS!□N □F, OLDCASTLE PRECAST, INC. IT IS SUBMITTED ® ~ FOR REFERENCE PURPOSES ONLY AND SHALL Oldcastle Precast _µ&_l/.J..Lti_DATE_,~2_(;~-(J~ NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT @ 2009 Oldcostla Precost, Inc. P,O, Box 310039 Fontona. CA 92331 JOHN B, HENKELS IV RCE 49172 EXPIRES 09/30/2010 ELEVATION c-c All Rights Reserved (BOO) 625-3860 f,:i• (90i) 350-55111 081209 ' I Aubum.WA/ Wileonville,OR/ Chandler.AZ/ Pteoaanton • Uvermor1 • Fontana • Son Diego • Stockton • Santa Paula.CA vvl:l!: ~ LIP,9,i; ' ''f.-I,. . , o. 23000 ,. ' ()~ M,'1lt' \O~ I~~ \:Sl ~ CITY OF CARLSBAD LIT] ,~ e \t. Cz, ~ (Jli 6 ENGINEERING DEPARTMENT 7 IMPROVEMENT PLANS FOR: /ll "AS .S IL T" CARLSBAD PASEO £ uµ_:., /oo/ BENCH MARK DRAINAGE IMPROVEMENTS APP~Eiyo ''1'W,/.1AUSER -~ 7 70So EX~. I Z.. '51 / / I DATE DESCRIPTION• 4' PLASTIC CAP (S, D, COUNTY CONTROL PT. T-1307) -o.~: 7A · 0,41::;.,4 d. 3,31.rl eµolo~ • , . LOCA T !□N• EAST OF RAILROAD TRACKS IN RAILROAD R.0, 1', n, 17.M /' 1 "" ii). A$-1~v11 T DEPUfi' CITY ENGINEER PE 33081 EXPIRES 6/30/10 DAT~ RE_lw'ED BY; (i, ~, 500 FT. NORTH OF PALOMAR AIRPORT ROAD, I 1/0' "' ~ 1' N(!I-J S,//eeT, A []n ~,tTcQ TSO}{ vcm,,' 7fzJ/o., ~ ... D\\N BY: l ~ PROJECT NO. DRAWING NO, z/2,/to RECORDED• 1980 A" 1 DATE INITIAL DATE INITIAL DATE INITIAL (_/~,. .) /2 I . ELEVA TI□N, 46,67 DATUM• M.S.L CHKD BY: MS 07-02 460-1 REVISION DESCRIPTION rf.JSl"ECTOR DATE ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: C: \Dl'oG12\ClS6-IP.DWG ., ' 13' -9" Bl ~ I . 4'-0" . I . 4'-0" I C :L-------------+-------' _J_ I J • ® I ,. ~ •) • 0 ,. -t A L I '5 u • • .-,N - PLAN VIEW ELEVATION A-A 13'-9" -2 TON X 3 3/8" A SWlffilFTS --Jj 4 TOTAL 8 Q)-2 @- • \ "' I . - _j_ r=,_+~>:.=:,.i=:,.=:,.1,~~r:._::;:1-=-=--r-=-=--f~-=-f_±_::;+=-=_=+t---=-=_::;:1->s;~,~~::'f~-.:,+:.ti====:,.11 If C: SYMMETRICAL 6" 6 @ 12· I • c d t2_ i-------'---'--"-------'--"-----i , ___________ _, ~ C ~ PLAN 1~" CLR ~ VIEW REINF. ~ CD-®-, _LI _ I(:;::::::=~====·==· :::t=:===t..:~~~====~_l__ '5 u ELEVATION C-C I SEE DETAIL 1 8" ELEVATION 8-8 > DETAIL 1 NOT TO SCALE LTR. REVISION DATE BY CHK A REVISED NOTES TO 2' -7" SOIL COVER 4/2/09 JER JSH B REV LENGTH FROM 13' -8" TO 13' -9"; ADDED L-BAR EXTS 5/4/09 JER JBH STRUCTURAL NOTES: DESIGN SPECIFICATIONS -MSHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES" -ACl-318-05 BUILDING CODE -ASTM C 857 MINIMUr-l STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTIUTY STRUCTURES . MATERIALS: -CONCRETE -28 DAY COMPRESSIVE STRENGTH f'c ~ 6000 PSI -REBAR -ASTM A 706 GRADE 60 LOADS: -H20 INDIRECT TRAFFIC -150 PCF CONCRETE DENSITY; 120 PCF SOIL DENSITY -H20 SURCHARGE: 80 PSF TO 8 FT BELOW GRADE -DRY SOIL LATERAL LOAD -40 PCF -WET SOIL LATERAL LOAD -80 PCF -WATER TABLE -5' BELOW GRADE -SOIL COVER -2' -7" -STRUCTURAL CALCULATIONS #09-022, REV 4/1 /09 GENERAL NOTES: 1 )CONTRACTOR TO: -GROUT ALL JOINTS AS REQUIRED -VERIFY ALL DIMENSIONS AND OPENING LOCATIONS 2)00 NOT BACKFILL UNTIL VAULT HAS BEEN COMPLETELY ASSEMBLED 3)REBAR MAY BE TACK WELDED OR TIED 4)TOLERANCES PER ASTM C-858 STANDARD SPECIFICATION FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES PREPARED UNDER THE SUPERVISION OF, -~!3. ... H.JJ..i_DATE_<--.:l-~:'.'.Oct JOHN B, HENKELS IV RCE 49172 EXPIRES 09/30/2010 FOR COMPLETE PRODUCT SEE C10-3998-1 ELEVATION 0-D A A REBAR SIZE TABLE BAR DESIGNATION NUMBER 3 4 5 6 METRIC DESIGNATION NUMBER 10 13 16 19 REBAR SCHEDULE 3 4 L-BAR 2 4 STR. BAR 1 5 STR. BAR PART SAR DESCRIPTION S1ZE Bl BnC A B 4 3'-10 1/2" 2'-0" 2'-0" 14 1'-5" 3 1 J'-6" QTY CUT LENGTH SIZE BILL OF MATERIALS f-c-ccc-~~---cc-c-c.,---+c-==----c-c-----l 1 '-8" X 1 J' -9" X 8" BAFFLE WALL PRODUCT & REINFORCEMENT r'c-'~~~~----::=::---t-c-':'==----:,--;-c-~-,----1pAsEO CARLSBAD PROJECT PRE-POUR xxxx DATE xxxx POST-POUR xxxx DATE xxxx DRAWN JER DATE 3/18/09 CHECKED JBH SCALE J/B"::s1'-o" CARLSBAD, CA C SALESPERSON JS PAGE 4 OF 4 DWF VIEW OPTION WEIGHT SEE SHT 1 -+~~-~-=--'--+s=.o=.'--c=c/19795~9""2=~'-c'L="IN""Ell'-c==-"xx~x~x-__,1'10WG NO. C 1 0 _3998 _4 CUST. BIO-CLEAN ENVIRONMENTAL THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT @ 2009 Oldcastle Precast, Inc. All Rights Reserved 10 13 42 TOTAL WT.LBS REV. B Auburn.WA/ 'Nilsonvillo.OR/ Chondler.N./ Pleasanton • Uvermort • Fonlona • Son Diego • st0<,:ktQn • Santa Paulo.CA r---+--+------------+---i-----i-----t------i ~ crrNrrNE~RfNG ~b~~~N~AD LEJ IMPROVEMENT PLANS FOR: ;BAIL T" CARLSBAD PASEO /} /) l! I I L . DRAINAGE IMPROVEMENTS :s J-f..z /7 61 BENCH MARK APP~?)IEQ:/ !)~YIM,\jHAUSER a: ~-;-l :" ~X~. 1'2.)3///J ·' DATE DESCRIPTION, 4' PLASTIC CAP <S. D. COUNTY CONTROL PT. T-1307) , , -,,,,:,,f/l/AL'½''"--:"'U,.""'--.£.llKJ~' -.fl?o& e)?,~-31,11 _jJ/ic>/dlJ ~ 1'1.112 . ' LOCATION• EAST OF RAILROAD TRACKS IN RAILROAD R.O.IJ, p17J7~"~•~,~'fr.4411J.~l-l'~S,~-~-1~.\Vl]I L~.rt::=:::::=:~=:::=t==~~=+~~t~~ DEP\JJY CITY ENGINEER PE 33081 EXPIRES 6/30/10 0~ a REV,(Ew'E:D, B~ ~ ff 500 FT. NORTH OF PALOMAR AIRPORT ROAD, ]/ 09 v '-' /t\~ ll,J$/l"'r-r.AnV Fll..TEJ'l._1'2()Y ~--..1!"'/"'l:'f.-,..,...,,...-,f-,,--...,..,.,+?eltfl'c.!./lf+=f)4c::1":L.#--l ~D:::V>N:::::=B=:Y::::: ::::::~==:::::::::~ 1 ;:::::::::::::::::::::P::::RO=J:::EC:::T:::N:::O:::. =.=:-:-:,I ::::0=R:::A:::Wl::::NO::::::NO=.=: a1 I '/.J i,n_ JO ELEVATION• 46,67 DATUM•~M~,S=.L~. ---ENGINEER OF WORK REVISION DESCRIPTION DTiiER APPROVAL CITY APPROVAL ~~~ ~~: MS 07-02 460-1 _, ,~, r (. J /, 1 / } RECORDED• _.1=YHn_,A,.n11~---------~-,-,----DATE INITIAL , DATE INITIAL DATE INITIAL I ._ ___________________________ ..... ..::..:; rk:::.P.::E:.:::C.;.;T□::.:R.:.... ________ ..;D:::.A.;.;T:.:::E_ ........ ___________________________________________ _._ _______________________________ ....,_==-===-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=·;..-=-=-=-=-=-=-=-;;;.., C: \DWG12\ClSB-IP.DWO ,,, ·f '91'1 .. , i .I ! ! ' . I ., I ! I i I . ! ' l - ' l l 081209 i i ' l