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HomeMy WebLinkAboutDWG 494-5A; PD 16-13; ASTON AVE OFFICE BUILDING; 01-07GRADING NOTES (IN ADDITION TO THE REOUIREMENTS OF CHAPTER /5. 16 OF THE CARLSBAD MUNICIPAL COO£) I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARD/NC GRADING SHOWN ON THIS SET OF PLANS. 2 APPROVAL OF THIS PLAN ODES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS I/HEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE Ofl£LOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOVEREO DURING CONSTRUCTION. All PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will 8£ REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA fE OF INSURANCE AS M:ll AS AOOITIONAL INSURED ENDORSEMENT MUST 8£ FILED NAM/NC THE CITY OF CARLSBAD AS AN AOOITIONAl INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY Ml/TING THE POLICY MUST HAVE A RATING OF ii-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GU/0£ 5. UNLESS EXEMPTED BY SECTION JOl.(b)5 OF THE UNIFORM BUILDING CODE. RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BU/LO/NG DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRAD/NC TO BE PERFORMED UNTIL THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS Will BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL ORA WINGS SHALL BECOME THE PROPER TY OF THE Cl TY UPON BE/NC SIGNED 8 Y THE CITY ENC/NEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NC CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMIT/ED BY A PROFESSIONAL ENC/NEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEER/NC INSPECTOR WITHIN TWO WORK/NC DA Y.5' OF THE COMPLETION OF FIELD TESTS. /J. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARD/NC ADHERENCE TO RECOMMENOA TIONS OU Tl/NED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED CRAOINC SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENC/NEER OF THE STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. All Fill OR F/J77JRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO THE "EARTHWORK SPECIF/CATIONS' A TTACHEO TO THE PRELIMINARY SOILS INVEST/CATION. DAil Y FIELD COMPACTION REPORTS WILL BE S/JBM!TTEO TO THE PROJECT INSPECTOR. 14. A PRECONSTR/JCTION MEET/NC SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO Sf/ALL BE ATTENDED BY AIL REPRESENTATIVES RESPONSIBLE FOR CONSTR/JCTION. INSPECTION. S/JPERVISION. TEST/NC ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REOUEST A PRECONSTRUCTION MEET/NC BY CALL/NC THE INSPECTION LINE AT (760) 4J8-J89I AT LEAST FIVE(5) WORKING DA Y.5' PRIOR TO STAR TING CONSTRUCTION. THE CONTRACTOR Will THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TIME FOR THE PRECONSTRUCTION MEET/NC. APPROVED DRAWINGS M/JST BE AVAILABLE PRIOR TO SCHEO/Jl!NC. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEET/NC. 15. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT {160J4J8-J89I. INSPECTION REQ/JEST MUST BE RECEIVED PRIOR TO 2· 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER 2.·00 P.M. Will BE SCHEDULED FOR TWO FULL WORK DA YS LATER. 16. THE Ol'INER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN. CONSTR/JCT ANO MAINTAIN All SAFETY DEVICES, INCL/JO/NC SHORING, ANO S/IALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LA "5 ANO REGULATIONS 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GRO/JNO OUR/NC THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHOR/NC SY.S'TEM STANDARDS ESTABLISHED BY THE CONSTR/JCTION SAFETY ORDERS T/TlE 8 CALIFORNIA ADMINISTRATIVE COO£ THE PLAN SHALL BE PREPARED BY A REGISTERED £NGIN£ER AT THE CONTRACTORS £XPENS£ A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO £XCA VA TION. 18. NO BLASTING S/IALL BE PERFORMED UNTIL A VALID BLAST/NC P£RMIT HAS BEEN OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLAST/NC PERMIT M:LL IN ADVANCE OF TH£ SCH£0Ul/NG OF BLASTING OPERATIONS 19. IF ANY ARCHAEOLOGICAL OR PALEOLOGICAL RESOURC£S AR£ DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION. OPERATIONS WILL CEASE IMMEOIA TELY, ANO THE PERM/TT££ Will NOTIFY THE CITY ENGIN£ER. OPERATIONS WILL NOT RESTART UNTIL TH£ P£RMITTEE HAS R£CEIVEO WRITTEN AUTHORITY FROM TH£ CITY ENG!N££R TO 00 SO. 20. All OPERATIONS CONOUCT£0 ON THE SITE OR ADJACENT TH£R£TO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPM£NT, CONSTRUCTION £QU!PM£NT ANO ANY OTH£R ASSOC/A TEO GRADING £0/JIPMFNT SHALL BE LIMITED TO TH£ PFR/00 8£TM:£N 7.· 00 A.M. ANO 6.· 00 P.M. EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRAD/NC OP£RATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS (A LIST OF CITY HOLIOA YS IS AVA/lABL£ AT TH£ ENC/NEER/NC DEPARTMENT CO/JNTER.) 21. All OFF-SIT£ HAUL ROUTES SHALL 8£ SUBMITTED BY Tf/£ CONTRACTOR TO TH£ CITY £NGIN££R FOR APPROVAi TWO FULL WORK/NC DA Y.5' PRIOR TO 8£C!NNINC OF WORK. 22. IMPORT MATER/Al SHALL 8£ OBTAIN£0 FROM, ANO WASTE MATERIAL SHALL 8£ D£POSITED AT, A SITE APPROVED BY THE CITY £NCINE£R. TH£ CONTRACTOR SHALL 8£ RESPONSIBL£ FOR ANY 0£8R/S OR OAMAC£ OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STR££TS AS A R£SUL T OF TH£ CR AO/NC OP£RA TION. 23. BR/JSH SHALL 8£ R£MOVEO ONLY !I/THIN TH£ AR£A TO 8£ CRA0£0. NO TR££S ARE TO BE R£MOVEO UNLESS SP£CIFICALLY NOT£0 ON THE PLAN. 24. ALL AR£AS SHALL BE GRADED TO DRAIN. CRAOINC R£SUL TING IN TH£ PONO/NC OF WATER IS NOT P£RMITT£0. All £ARTHEN SWAL£S ANO 0/TCHFS SHALL HAVE A MINIMUM ONE P£RC£NT SlOP£ 25. TH£S£ PLANS AR£ SUBJ£CT TO A SICN£0 ANO APPROVED SWPPP ANO/OR SET OF £ROS/ON CONTROL PLANS £ROS/ON CONTROL SHALL BE AS S/IOl'IN ANO AS APPROVED BY TH£ CITY ENCIN£ER OR AS OIR£CTEO BY TH£ PROJ£CT INSP£CTOR. 26. ALL SL OP£S SHALL 8£ TR/MM£0 TO A FINISH CR ADE TO PROO/JC£ A /JNIFORM SURFAC£ ANO CROSS S£CTION. THE SITE SHALL 8£ l£FT IN A N£AT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTH£R 0£BRIS Sf/ALL 8£ R£MOVEO ANO 0/SPOSFO OF AT A SIT£ APPROV£0 OF BY TH£ CITY £NC!N£ER. 27. ALL SLOPES SHALL 8£ IRRIGATED, STABILIZ£0, PLANT£0 ANO/OR HYOROS££0£D WITHIN T£N (10) DAYS OF THE TIM£ 1/HFN £ACH SLOP£ IS BROUGHT TO GRAD£ AS Sf!Ol'IN ON TH£ APPROV£0 GRADING PLANS NOTE!! ElECTRONIC DA TA FILES ARE FOR lrEFERENCE ONL Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VER77CAL SURVEY CONTROL. ©2016 O'Day Consultants, Inc. G; \161002\Grodlng\1602AG01-Titla.dwg Sep 30, 2016 10:. 56am Xrefs: 1602AG: 1602AN; 1602VIC; Fir~Ser~i~eEnlry ~:~, 2710 Loker Avenve West Civil En9ine1;1ring Suite 100 Plonnlng Carlsbad, Collfornlo 92010 Processing 760-931-7700 Surveyfng Fo:IC: 760-~31-8680 OD a yConsul ton ts.com \ ASTON A VENUE OFFICE BUILDING WORK TO BE DONE TH£ GRAD/NC WORK S!!All CONSIST OF TH£ CONSTRUCTION OF ALL CUTS ANO FILLS, R£M£0/AL GRAD/NC, DRAINAGE FAC/l/T/£S, £ROS/ON CONTROL FACILIT/£S, ANO PLANT/NC OF PERMAN£NT LANDSCAPING ANO PREPARATION OF AS-BUil T GRAD/NC PLANS, AS-BUILT C£0LOCIC MAPS ANO REPORTS, All AS SHOl'IN OR R£QUIR£0 ON THIS S£T OF PLANS ANO THE CITY STANDARDS, SP£C/FICA TIONS, REQU/R£M£NTS, R£SOL/JTIONS ANO OROINANC£S Cl T£0 ON Tf/£S£ PLANS 28. LANDSCAPING SHAil 8£ ACCOMPLISH£0 ON ALL SLOP£S ANO PADS AS R£QU!R£0 BY TH£ CITY OF CARLSBAD LANDS.CAP£ MANUAL, THE LANDSCAPING PLANS FOR THIS PROJ£CT, DRAW/NC NO. 494-5L, ANO/OR AS 0/RFCTEO BY THE CITY ENC/NEER OR CITY PLANN£R. PRECISE GRADING PLAN 29. THE OWN£R/APPLICANT SHALL !NSUR£ THAT ALL CONTRACTORS SHALL COORDINATE TH£ WORK OF THES£ GRAD/NC PLANS WITH THAT SHOl'IN ON BOTH TH£ LANOSCAP£ ANO !RR/CATION PLANS ANO THE IMPROVEM£NT PLANS AS R£0UIR£0 FOR THIS WORK IN ACCORDANCE WITH TH£ LANDSCAPE MANUAL TIME REOUIREM£NTS JO. IIH£R£ AN EXIST/NC PIP£ LINE IS TO BE ABANDONED AS A RESULT OF TH£ CRAOINC OPERATION. IT Sf/All BE R£MOVEO fWTHIN TWENTY FEET OF BUILDING OR STRE£T AREAS ANO REPLACED WITH PROP£Rl Y COMPACT£0 SOILS. IN OTH£R AREAS TH£ PIP£ !I/LL 8£ Pl/JCC£0 WITH CONCR£TE OR R£MOVED AS APPROVED BY THE CITY £NC!N££R. JI. THE CONTRACTOR SHALL V£RIFY TH£ LOCATION OF ALL EXIST/NC FACILITIES (ABOVEGROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE SUfflCl£NTl y AH£AO OF CRAOINC TO PERMIT Tf/£ R£VISION OF TH£ GRAD/NC PLANS IF IT IS FOUND THAT TH£ ACTUAi LOCATIONS ARE IN CONFLICT WITH TH£ PROPOS£0 WORK. J2. TH£ CONTRACTOR SHALL NOTIFY Aff£CTEO UTILITY COMPAN/£S (SF£ B£LOW) AT ££AST 2 FULL WORK/NC DAYS PRIOR TO START/NC GRAD/NC NFAR TH£/R FACILITIES ANO SHALL COORDINATE TH£ WORK WITH A COMPANY R£PR£S£NTATIV£ UNO£RGRO/JND S£R VIC£ ALERT SOC&£ AT&T TIM£ WARN£R CABL£ COX COMMUN/CATIONS CITY OF CARLSBAD (STRE£TS & STORM DRAIN) CJTY OF CARLSBAD (S£M:R,WAT£R & RECYCL£0 WATER) (800) 422-4/JJ (800) 4!!-7J4J (80{}) 892-012] (?60) 4]8-7741 (619) 262-1122 (760) 434-2980 (760) 438-2722 JJ. P£RMIT COMPLIANC£ REQUIR£M£NTS· A. FOR CONTROLL£0 GRADING -TH£ APPLICANT HIR£S A CIVIL £NGIN££R, S0/lS £NC/NEER, ANO/OR G£0LOGIST TO GIV£ T£CHNICAL ADVICE, OBS£RVE ANO CONTROL THE WORK IN PROGR£SS /15.16.120 A.8/ CARLSBAD MUNICIPAL COO£ 8. PRIOR TO FINAL APPROVAL OF A GRADING P£RMIT -TH£ FOLLOWING R£PORTS MUST 8£ SUBMITTED TO THE CITY ENC/NEER VIA THE PROJ£CT INSP£CTOR /15. 16.120 A.I0/ CARLSBAD MUNICIPAL COO£· (1) FINAL R£PORT BY SUPERVISING GRADING £NGIN££R STA TING All GRAD/NC IS COMPLETE ALL EROSION CONTROL, SLOP£ PLANTING ANO /RR/CATION ARE !NSTALL£D IN CONFORMANC£ WITH CITY COO£ ANO THE APPROVED PLANS (OBTAIN SAMPl£ OF COMPUANC£ LFTTER FROM CITY £NGIN££RINC D£PARTM£NT). (2) AS-BUILT GRADING PLAN. (J) R£PORT FROM THE SOILS £NGIN£ER, 1/HICH INCLUDES R£COMM£N0£0 SOIL B£ARING CAPACIT/£S, A STAT£M£NT AS TO TH£ £XPANSIVE QUALITY OF TH£ SOIL, AND SUMMARIES OF F/£l0 ANO LABORATORY TESTS THE R£PORT SHALL ALSO INCLUO£ A STAT£MENT BY TH£ SOILS £NCIN££R THAT TH£ GRADING WAS DON£ IN ACCOROANC£ WITH TH£ REOUIREM£NTS ANO RECOMM£NOATIONS OUTLIN£0 IN TH£ PR£LIMINARY SOILS R£PORT ANO ANY SUPPLEMENTS TH£R£TD. (4) R£PORT WITH AS-BUil T G£0LOGIC PLAN, IF REQUIRED BY TH£ CITY. J4. UNL£SS A CRAOINC PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON£ (I) /EAR AFTER TH£ CITY ENGINEER's APPROVAL, TH£S£ PLANS MAY 8£ R£0UIR£0 TO BE R£SUBMITTED FOR PLANCHECK. PLANCHECK F££S Will 8£ R£0U!R£0 FOR ANY SUCH R£Cf/£CK. J5. IN ACCORDANCE WITH TH£ CITY STORM WATER STANDARDS, All STORM DRAIN INL£TS CONSTRUCTED BY THIS PLAN Sf/ALL INCL/JO£ "STENCILS" BE ADDEO TO PROHIBIT WAST£WA T£R DISCHARGE OOl'INSTR£AM. STENCILS SHALL 8£ AOD£0 TO THE SATISFACTION OF THE CITY £NCIN££R. ENGINEER'S NOTES I. REVISION OF THES£ PlANS MAY 8£ R£0UIR£0 IF TH£ PROPOSED GRADING ANO IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO THE OEAOLIN£ DA TE OF THE !MPROVEM£NT ACR££M£NT. 2 TH£ £XISTENC£ ANO LOCATION OF UTILITY STRUCT/JR£S ANO FACILIT/£S Sf!Ol'IN ON THE CONSTRUCTION PLANS M:RE OBTA/N£0 BY A S£ARCH OF TH£ AVAILABL£ R£COROS ATT£NT!ON IS CALL£0 TO TH£ POSSIBLE £XIST£NC£ OF OTH£R UTILITY FACILITIES OR STRUCTUR£S NOT SHOWN OR IN A LOCATION O/FF£R£NT FROM THAT SHOl'IN ON Tl/£ PLANS Tl/£ CONTRACTOR IS REOUIR£0 TO TAK£ OU£ PR£CAUTIONARY MEASUR£S TO PROTECT TH£ UT/l/T/£S SHOl'IN ON THE PLANS ANO ANY OTH£R £XISTINC FACILIT/£S OR STRUCT/JR£S NOT SHOWN. J. THE CONTRACTOR SHALL VERIFY TH£ lOCA TION OF ALL £X/STING FAC!LIT/£S (ABOV£CROUNO ANO UNO£RGROUNO) WITHIN TH£ PROJFCT SITE SUFF!Cl£Nll Y Af/£AO OF TH£ CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTUAL lOCA TIONS AR£ IN CONFLICT WITH THE PROPOS£0 WORK. 4. STORM DRAIN PIP£ SHALL 8£ R£/NFORC£0 CONCR£TE PIP£ WITH A MINIMUM 0-lOAO OF l,J50. FOR PR/VA TE STORM DRAIN PIP£S, UP TO 15' PVC MAY 8£ UTILIZ£0 PROVID£0 0£PTH IS LESS THAN 15 F££T ANO BACKFILL£0 WITH J/4" ROCK P£R SORSO S-4 TYP£ 'C' ANO PIP£ M££TS ASTM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIP£ 5. TH£ SOILS R£PORT TITLED "C£0T£CHNICAL INVEST/CATION PROPOSED COMM£RC/AL BUILD/NC ASTON A VENUE, M:ST OF COLL£CE BOUL£VARO, CARLSBAD, CALIFORNIA, FOR BURK£ R£AL £STA£T GROUP" PR£PAR£0 BY SOUTH£RN CALIFORNIA C£0T£CHNICAL, PROJ£CT NO. /6C/04-I, DA TEO F£8RUARY J, 2016, SHALL BE CONS/0£R£0 AS PART OF THIS PIAN. ALL GRADING SHALL 8£ DON£ IN ACCOROANC£ WITH TH£ R£COMM£NDAT!ONS ANO SP£C/FICAT/ONS IN SAID SOILS R£PORT. POST-CONSTRUCTION BMPs STORMWA T£R REQUIREM£NTS THAT APPLY: EX£MPT FROM HYOROMOO/FICA TION.· ~ STANDARD STORMWA TER R£0UIR£M£NTS PRIORITY PROJ£CT REQUIREMENTS el /ES (SF£ SWQMP FOR DOCUMENTATION) NO T'IPE DESCRIPTION OWNERSHIP MAINTENAMCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY SEMI-ANNUALLY 8/0FIL TRA TION 8/0F/L TRA T!ON PRIVATE CC&R 4-6 & AFTER (it" BASIN STORM£ NT PROPR/£TARY SEMI-ANNUALLY Fil TERRA PR/VAT£ CC&R 4-6 & AFTER (it" 8/0FIL TRA TION STORM£ NT TOTAL LOT AR£A = 4.82 AC. TOTAL DISTURBED AREA = 299 AC. (THIS AR£A INCLUDES, BUT IS NOT LIMITED TO, OFF-SIT£ WORK INCLUDING PUBLIC IMPROVEM£NTS ANO TEMPORARY 0/ST/JRBANCF SUCH AS V£HICL£ AND EOUIPM£NT STAG/NC AREAS, CONSTRUCT/ON WORK£R FOOT TRAFFIC, SOIL/GRA V£l Pll£S, UTILITY TR£NCH£S, BACKFILL ANO SLOP£ K£YWA Ys.) TOTAL R£PLAC£0 IMP£RVIOUS AR£A = 0 SF. TOTAL PROPOSED IMPERVIOUS AR£A = 95.832 SF. I. ONSIT£ BMP's FOR THIS PROJ£CT AR£ TO 8£ MAINTAIN£D BY TH£ 0£VELOP£R ANO/OR FUT/JR£ OWN£RS 2. THIS IS A PRIORITY PROJECT, TIER J THREAT ASSESSM£NT (M£0/UM PRIORITY) P.D. 16-13 PACIFIC OCEAN CITY OF ENCINITAS CITY OF '---,,r-..., VISTA VICINITY MAP NOT TO SCALE PROJECT LOCATION ASS£SSOR's PARC£L NUM8£RS 212-120-08 & 212-120-09 TH£ CALIFORNIA COOROINAT£ INO£X OF THIS PROJECT IS JJ'07'5J' N-111·I1'29' E (ccs 21) STR££T AOOR£SS· ASTON A VENUE LEGAL DESCRIPTION CARLSBAD R£S£ARCH CENTER LOTS 67 ANO 68 OF CARLSBAD TRACT tor 16 NO. 85-24, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP NO. !!811, F/1£0 IN TH£ OFF/CF OF TH£ COUNTY R£CORO£R OF SAN DIEGO COUNTY, CALIFORNIA, ON MAY 19, 1987. BASIS OF BEARINGS THE SOUTHM:ST LIN£ OF LOT 68 OF MAP 1181/ !.£ N 50'29'/J/" W SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOl'IN ON THIS PLAN WAS G£N£RA TEO BY AFR/AL PHOTOGRAPHY INFORMA T/ON GATHERED ON JANUARY /1, 2016 BY SAN-LO AFR/AL SURVEYS TOPOGRAPHY SHOl'IN H£R£0N CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAW/NC No. 264-6 (ASTON A VE IMPROVEM£NT PLAN) CITY OF CARLSBAD DRAW/NC No. 259-6 (CARLSBAD R£S£ARCH CENTER UNITS J & 4 GRADING PIAN) MAP 1181 C. T. 85-24 FLOOD ZONE DESIGNATION CITY OF CARLSBAD FIRM MAP NO. 06073 C 0768 G, OATEO MAY 16, 2012. ZON£ X -AR£AS OUTS/0£ TH£ 500-YEAR FLOODPLAIN. GEOTECHNICAL NOTE PRIOR TO ISSUANC£ OF A GRAD/NC P£RMI T FOR THIS PROJ£C T, AN UPOA TEO GEOTECHNICAL R£PORT SHALL 8£ R£Vl£WEO BY TH£ CITY OF CARLSBAD's £NGIN££RINC 0£PARTM£NT. CHANG£S TO !HES£ PLANS MAY 8£ R£0UIR£0 BAS£0 ON THAT REVIEW. EARTHWORK QUANTITIES C/Jl' FILL: SHRINK.· EXPORT.· R£M£0/AL: NOTES- J, 560 cu. 'rDS. /, 6J5 CU. 'rDS 75 CU. YOS I, 850 CU. YOS. 6,375 CU. YOS DESIGNED BY: L.S. DATE: MAY 2016 "AS BUil T" BENCHMARK DRAWN BY: L.S. G.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 161002 ENGINEER OF WORK: ~CJ DATE: CJ/:?c~ TIMOTHY 0. CARROLL, JR. RCE: 55381 -~~ c:: {J {'.)~ G~O~ 0:0AV (/ RCE .320/4 EXP. 12/31/16 Je/§J,.,_B - y-¥tATE &-13-1 ( DATE DESCRIPTION: LOCAnON: STANDARD M-I0 STR£ET C£NT£RLIN£ M:LL MONUM£NT STAMP£0 'LS J/89' C£NTER OF BULB CUL-0£-SAC AT SOUTHEASTERLY ENO OF DARWIN COURT, SO/JTH OF ASTON A~ RECORD FROM: CITY OF CARLSBAD S/JRVEY CONTROL POINT 62 P£R R. 0. S. 172 71 ELEVATION: J02.90 DATUM: NCVO 1929 San Diego Gas & Electric Company Reviewed B~ Date: //-I/- Colleen Fino Land Manager Valid far 18 months from date af signature SOILS ENGINEER'S CERT/FICA TE I, CR£CORY K. MITCHELL , A R£CIST£R£0 CML ENCINE£R OF THE STATE OF CALIFORNIA, PR/NC/PALLY 00/NC BUS/N£SS IN TH£ Fl£LO OF APPLl£0 SOILS M£CHANICS, H£R£BY CERTIFY THAT A SAMPLING ANO ST/JOY OF TH£ SOIL CONDITIONS PR£VAL£NT WITHIN THIS SITE WAS MAOE BY MF OR UNO£R MY DIRECTION ON F£8RUARY J, 2016. TH£ GRAD/NC WORK SHALL BE P£RFORMEO IN ACCOROANC£ WITH THE FOLLOWING DOC/JM£NTS, C/JRR£NT AT TH£ TIME OF CONSTRUCTION. AS 0/RFCTEO BY THE CITY £NGIN££R. I. CARLSBAD MUNICIPAL COO£ 2. CITY OF CARLSBAD £NGINE£R/NG STANDARDS J. THIS S£T OF PLANS 4. TH£ STANDARD SP£C/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (CR££N BOOK). 5. SOILS R£PORTS ANO R£COMM£NOA TIONS BY SOUTH£RN CALIFORNIA GEO TECHNICAL DATED F£8. J, 2016. 6. Tf/£ SAN 01£00 AR£A R£GIONAL STANDARD DRAWINGS ANO AS MAY 8£ MOO!F/£0 BY TH£ CITY OF CARLSBAD £NCINE£RINC STANDARDS 7. STORM WATER POLL/JTION PR£VENTION PLAN PREPARED BY OVAY CONSULTANTS, INC. W0/0 NO. 9 J7CJ77626, DA TEO SEPTEM8£R 19, 2016. 8. STORM WAT£R QUALITY MANAC£M£NT PLAN (SWOMP) PREPARED BY OVAY CONSULTANTS, INC. SW/,IP NO. 16-20, DATED MAY 21, 2016. 9. CALIF. STORM WATER QUALITY ASSOC/A TION BMP HANDBOOK & CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCR/PllON PROPERTY BOUNDARY. NOT£: QUANTIT/£S AR£ FOR BONO/NC PURPOS£S ONLY. ACTUAL OUANTIT/£S MAY VARY. -STANDARD owes AR£ SAN DIEGO R£CIONAL STOS UNLESS NOTED OTHERWISE STD. DWG. SYMBOL QUANTITY RIGHT-OF-WAY LIN£. ...................... . ORIVEWA Y. . . . . . . . . . . . . . . . . . . . . . .C-I4A,8, C. 6" CURB ........................ G-I ... . =:er= TYP£ 'C' 6' CURB & CUTT£R. . . . . . . . . . . . .C-2. . .. CONCR£TE RIBBON GUTT£R ............... G-/J. . . TWO COP/£S OF TH£ SOILS R£PORT COMPIL£0 FROM THIS STUDY, WITH MY J" A.C. OV£R 10" AGC. BAS£ ......... . 2 £A J,0/J LF 527 LF JlJ SF 65,042 SF 440 SF R£COMM£NOATIONS, HAS B££N S/JBMITTEO TO TH£ OFF/CF OF TH£ CITY £NGIN££R. 5" P.C.C. OVER 12" COMPACTED SUBGRAO£. -;:=::::::::• :;:::,-~~ ,1;..'::r·:::<:, .· ... 4• P.c.c. sI0£WALK. . . . . . . . . . . . . . . .G-7. . . . *' _,,..•1 __ ~/c/·/;:s< ''· !·:(,• }'· P£0£STRIAN CURB RAMP .... C-27. '. :.-1 l) '~~,,,.,...,,P10C.!l"',,,"'~,i,1,,u...Lt: ... "£fl' . . t )~ P£D£STRIAN cuRe RAMP: : .............. c-29. ~1 ,. DAT£· · .~ _ _,. I. ,J. I , t>h y,s:, • , :,rn · \j b: \ • •• ,, / .x., // DISABLED PARK/NC. . . . . . . . . . .M-27A&8, M-28A&B. . . C.£ NO.: 2364 \!·\,, _.,./¥}' 8/0FILTRATION BASIN .......... .BMP MANUAL BF-I. . . . ~W!!llll!Hllll'\ ,:,s11J~1,.,,.,. .. 1,-.'o~Y;/ £XtSTING coNTDUR .......................... -----------200·-- uc£NS£ £XPIRA TION OAT£-9-JO-i'<,(~(~~~;;;;c,f?;'f PROPOS£0 CONTOUR. ............ _ ........... ----260- DECLARATION OF RESPONSIBLE CHARGE I f/£R£B Y OECLAR£ THAT I AM THE £NGINE£R OF WORK FOR THIS PROJECT, THAT I HA VE £X£RCISEO R£SPONSIBLE CHARO£ OVER TH£ 0£SICN OF TH£ PROJ£CT AS DEFINED IN S£CTION 670J OF THE BUSINESS ANO PROF£SSIONS CODE, ANO THAT TH£ 0£S/CN IS CONSIST£NT WITH CURR£NT STANDARDS I UNDERSTAND THAT TH£ CHECK OF PROJ£CT DRAWINGS ANO SP£CIFICAT!ONS BY TH£ CITY OF CARLSBAD 00£S NOT R£Ll£V£ ME, AS ENCINE£R OF WORK, OF MY R£SPONS!BILIT/£S FOR PROJ£CT 0£S/GN. . --Rl PROPOS£0 RIOC£ LIN£. . . . . . . . . . . . . . . . . . . ---'I.--"-_,_ -. -~ · 1256.o• ~ LIMIT OF GRAD/NC/ DA YLICHT UN£. . . . . . . . . . . . . £XISTINC SPOT £L£VA TION. . ..... ~ ............ . EXIST/NC Fl0WUN£ £LEVATION .......... . £XIS TING SL OP£S. . . . . . . . . . . ., . . . . . . . . . . . . . -····-,. ;~ -···· .... :; ........ ·······J. .. . CUT OR Fill SLOPE LINES. . . . . . . .. . . Fl0~/N££L£~TION ..........•.............. ~ = =:f2· I MAX 255.0 fL • FINISH£0 SURFAC£ SPOT ELEVATIONS. ~ . . . . . . . . . . . . . 259. 6 ' ~ ?5812 FINISH£0 GRAD£ SPOT £LEVA TIONS. . -~. . . . . . r FG J,622 SF 2 EA J EA o EA 1,400 SF OVAY CONSULTANTS, INC. .,,--..__ 2710 LOK£R AV£NUE M:ST, SUITE 100 1<i-OrESSto114. STORM DRAIN ClEAN OUT (SO. C. 0.). . . . . . . . . . .SOS-I OJ. 0 2 EA ' CARLSBAD, CALIFORNIA 920I0-lJll <f? '\-' Q. CAR o '( ~ (160} 9]1-7700 <,:; .;,: {< -1.c ~ ~ ~~ ~ "' C7 ~ NO. 55J81 gJ * * J'"t;; CIVIi. f<.~'< c OF CA\.l<c:J ·~.C-✓-OAT£· :!~/fr:. TIMOTHY 0. CARROLL, JR. R.C.£ NO. 55381 EXP. !2/Jl/I6 CIVIL ENGINEER/LAND SURVEYOR OVA Y CONSULTANTS, INC. 2710 LOK£R A VENUE WEST, SUITE /00 CARLSBAD, CALIFORNIA 920I0-lJtl (760) 9]1-7700 OWNER/DEVELOPER ' BURK£ ASTON PARTNERS, LLC 260 £ BAKER STRE£T, SUIT£ 100 COSTA M£SA, CA 92626 (714) 824-6014 OWNER'S CERT/FICA TE I (M:) H£R£8Y C£RTIFY THAT A R£CISTER£0 SOILS £NGIN££R OR GEOLOGIST HAS 8££N OR WILL BE RETAIN£0 TO SUP£RVIS£ OVER-All CRAOINC ACTIVITY ANO ADVISE ON TH£ COMPACTION ANO STABILITY OF TH£ SIT£ IF THIS PROJ£CT/0£VELOPM£NT IS S/JBJFCT TO A STAT£-R£CULATEO SWPPP, I (WE) ALSO ACREE A QUALIF/£0 SWPPP PRACTITIONER (QSP) HAS 8££N OR WILL BE RETAINED TO SUP£RVISE !MPL£M£NTATION OF THE SWPPP IN ACCOROANC£ !I/TH THE CALIFORNIA CONSTRUCTION ORO£R ANO MUNICIPAL PERMIT, LA TEST V£RSION. BURK£ ASTON PARTN£RS, LLC 260 £ BAKER STR££T, SUITE 100 COSTA M£SA, CA 92626 (114) 824-6014 ~,& (!jg;/- REVIS£0: S£PTEM8£R JO, 2016 R£VIS£0: S£PTEM8£R 8, 2016 REVIS£0: AUGUST J, 2016 PREPAR£0: JUNE 2, 2016 ~ Z 6' CATCH BASIN (NOS No. 600). . . . • . . . . . . . . . . . . . . Cl! J £A 9}9" -::~~~~ ~,1~~ ~~~~z::=1: >73<?8.f.932 .... ~----r--=--.--~ 8~~ 21" C.1TCY 8.1S:W (VDS /-'cJA'JO). . . . . . . . . . . . . . . . . . _..g.. /£A < J§" C.1 rC/.' 3,1S:W (,VX Na. J6O0'. . . . . . . . . . . . . . ......, . ~ /EA \ , ' ~"-~-~--~~<-1/, _). TYPE G CATCH BASIN. . . . . . . . . . . . . . . . . .0-8. . . 1U ~-, 0 _f_,,.,0 El1_ ROOF DRAIN (P£R ARCHITECT PLAN). . . . . . . . . . . . . . . 00 1 C/JRB 0Ull£T S/0£WALK UNOERORAIN. . . . . . . . . . .0-27. J" H.O.P.£ STORM DRAIN (ADS N-I2 ST OR £0/JIV.) ... JJ-60. 6" H.O.P.£ P£RF. STORM DRAIN (ADS N-I2 ST OR £0.). JJ-60. -:· -PSD--r;/ -- --PSD--- ---·· 6" H.O.P.£ STORM DRAIN (ADS N-I2 ST OR £0UIV.) ... JJ-60. . -=PSD--= 8' H.O.P.£ STORM DRAIN (ADS N-I2 ST OR £QUIV.) ... JJ-60. 12' H.0.P.£ STORM DRAIN (ADS N-I2 ST OR £0UIV.). . JJ-60. . =-=PSD=-= 18' H.O.P.£ STORM DRAIN (ADS N-I2 ST OR £QUIV.) .. JJ-60. 18' R.C.P. STORM DRAIN (ADS N-12 ST OR £QUtv.) ... JJ-60. 25" WAT£R S£RVIC£ (PRIVATE). ......... . 6" S£M:R LAT£RAL (PR/VAT£) ............. .S-IJ .. S£WER CL£ANOUT. . . . . . . . . . . . . . . . . . . . .SC-01. . ---Pso--- ---PSD=-= ©-ws- @-sL- -SL----0 6" FIR£ LIN£ (PR/VA TE) ..................... . . --IT]- 6' FIR£ S£RVICE CONN£CT/ON (SF£ PRWA TE FIR£ PLAN). . .. . OOUBL£ 0£TECT. CHECK VALVE ASSY. (OOCVA) (PVT.) CMWO W-22. POST INDICATOR VAL VE & F!Rt; DEPT. CONN£CTION (PIV & FOC) (SF£ PR/VA 1£ FIRE PLAN) . . . . . . . . . . . . . . . . . . 2" WATER M£TER & 2" BACKFlOW INSTALLATION .. CMWO W-4,W-20 2' /RR/CATION S£RVIC£ W/ 2" /,/£TER (PRIVATE) ... CMWO W-4 .. FIRE HYDRANT ASS£M8l Y (SFE PR/VA TE FIR£ PLAN). . . . . . . . STORM DRAIN CLEANOUT ................ 0-9 (TYP£ A) Fil TERRA 8/0FIL TER INLET. . . . . . . . . . . . . . . . . . . . . . WATER QUALITY SIGN. . .................... . A.C. SPILLWAY .................... 0-22. RIP-RAP ... ........ 0-40 ... MASONRY R£TAININC WALL. Cl ,.,~,.,,. •••••• ' • :-.t., 'f, L, u .... SDG&£/,T£l£PHON£/TV FAC/l/T/£S/ PR/V. STRE£T LICHT (SHOWN FOIi R£FER£NC£ ONLY) TR££M:LL. .(SHOWN FOR R£F£R£NC£ ONLY, P£R owe. 494-5l). 'MODIFIED BY CITY QF CARLSBAD STANDARDS _,,,.. ---§1-o-"5- 8--o--"' .. ,.,~ . ··:t =SO-a--='@ □ 5 £A . 65 LF, 150 LF I62 LF J9 lf, --~ 247 LF JOO LF 47 LF 184 lF 155 LF 2 £A 54 lF 2 £A I £A 1 EA 2EA 5-.JEA J fl 2 EA I l---,,-;:-r--a---;---+1,--,-,-;-;~-,;---------i----t----t-----t---1 I SH1EET I CITY OF CARLSBAD I SHE7ETS I !i?l.f'?.l/7 GO !fl>.. /IS 8t/lL TS ENGINEERING DEPARTMENT 17,71;::7~' 117 liC. 1\ R.£PL Acre .SI-IT 4 SIGNED 12//?l/'2, 5 12<4'ff/'f'" '' l, ~===============-==~ p.µ __ u c. ~f-PRECISE GRADING PLAN FOR: ~;;l~✓Gt:1CLt;;J;:::R:f PLN:E ASTON A VE OFFICE BUILDING 1f\R£V1si:;: sHT s; CHANG£ WALL CARLSBAD RESEARCH CENTER TYPE, REV/ .5£ CONTOURS • TITLE SHEET 1 /\ R£PLf\C£ SHTG j/GN£D 12//2/16 APPROVED: .A..lON ,,~~L1~RT P.£Vl5E STOR./Yl DRAIN REPLACE:. L/__,.,,l_, .,.., IZ.•J'&• ZIii• 8ASI N WITH Fl L TEP-.RA'.5 -ccENc-:GcclN=EE=RcciA'i~. i<c,NAGER P 6391-rxiilRES 9/30/.!6 IS DATE DWN BY: 1.5 G.M. PROJECT NO. DRAWING NO. ~~~g ~~: ..sfc: P.D. 16-13 494-5A DATE INrTIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ! ' ' 1· I ., r 1 ' ', L / .. •, I ' . ' Cl JJ I § 2 ' (j) j 2 t j C ' s: ' ' Cl { m fl lJ D 1 ' : 122016 I I I I I "' l> I : a Cl ,l '.Il f! E5 i i ~] □ ·-3riC ~ ,,~ ,., {i 2 gj :J • >ii !~ G) riz ,~ 2 ~ ie . :i: C i \!II "0 s: ,-p rt{ ,2 'll• i 31~ Cl iJ ~ m I : § JJ . ' l> ' I I I ! I I ' . I I·: I' I : l'l ~ I s Cl : ·o JJ "':0 mo i ~oo :~ ejc i~~ ~ ~. 2 ~· G) ~~z ~z~ 2 aC ~~:i: C im 0 s: . "',l j 8i rn jfili Cl m . z JJ m I "' ~ Ii I' 1: I ( 1: . ! I io61917 11 l'l : 8 I .., "'J:J ieJO ii JJ O ~! ~c: '.i; JJ~ ~ ,! ~ :1 ~ ' ; :!I z 0 !1 ~ ~ -ti ;: s::_I ~UR □ ...... ,, :n "ti fi !J) !Tl r 8l ?;: :w~ m i "' ~ 1: STREET NOTES /. ACTUAL STRUCTURAL SECl/ONS WILL BE OETERMINEO AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOHN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOHN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN Tl'IENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TlllE 24, CALIFORNIA ADMIN/STRA TIVE COD£ 6. STREET TREES SHALL BE INSTALLED PER SECTION IV O.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 1. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT} OR /J,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES I. SEl'IER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION}, VOLUME I-GENERAL DESIGN STANDARDS, CHAPTER 6-0ES/CN CRITERIA FOR CfrA VITY SEl'IER LINES AND APPURTENANCES, ANO VOLUME J-STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK) 2. BEFORE ANY CONNECTION TO THE DISTRICT'S EXIST/NC SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENC/NEER AND SUPERINTENDENT. J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. WATER NOTES I. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION} VOLUMES 2 & J. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL I/ES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAO's DEPUTY CITY ENGINEER AND THE Ul/LITY OPERATIONS' PUBLIC WORKS MANAGER. J. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)4JB-JB9I. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHALL. 1. ALL POTABLE WATER SERVICES SHALL BE/" AND ALL METERS SHALL BE I" (UNLESS OTHERWISE NOTED ON PLANS) 8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE JO FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRAD£ o' 60' 30 120' SCALE: 1" = 60' ~ND£m~s&RIT~CPmM69~ TO GRADE AND CONSTRUCT IMPROVEMENTS PERMISSION IS HEREBY GRANTED TQ __________ ~PERMITTEE), TO GRADE ANO CONSTRUCT IMPROVEMENTS AS SHOWN ON THESE PLANS WITHIN SAN 0/ECO GAS & ELECTRIC COMPANr'S EASEMENT(S) SUBJECT TO TH£ FOLLOW/NC CONDITIONS.· /. SUBMITTALS.- 1.1. PERMITTEE AGREES TO SUPPLY SOC&E WITH i!S BUILT' GRAD/NC, IMPROVEMENT ANO PROFILE PLANS TO SOC&E SPECIFICATIONS, IF REQUESTED. 1.2. PERMITTEE AGREES TO SUBMIT FOR REVIEW AND APPROVAL A BLASTING PLAN PRIOR TO BLAST/NC, IF BLASTING IS REQUIRED. 2. PRE-CONSTRUCTION MEETINGS.· SDG&E's LAND MANAGEMENT REPRESENTATIVE (LMR} MUST BE INVITED WITH AT LEAST THREE (J) WORKING DAYS PRIOR NOTICE J. GRAD/NC.· J. I. AT LEAST Ti'IENTY-FOUR (24) HOURS NOTICE MUST BE GIVEN TO SOG&E'S LMR BEFORE START OF WORK. J.2. FIELD CHANGES TO PLANS WITHIN SAID EASEMENT SHALL BE APPROVED IN WRITING BY SOG&E LMR. J.J. PERM/TTEE IS RESPONSIBLE TO CALL DIG ALERT AT 811 FOR ALL UNDERGROUND MARK-OUT LOCATIONS 48 HOURS BEFORE 0/CG!NC. J.4. SOC&E STANDBY PERSONNEL ARE REQUIRED WHEN GRAD/NC OR GROUND PENETRATION OCCURS WITHIN THE GAS TRANSMISSION EASEMENT OR WITHIN TEN (10) FEET OF THE GAS LINE WHEN IN A FRANCHISE POSITION. J.5. NO POWER-OPERATED EQUIPMENT SHALL BE USED WITHIN TWO (2) FEET OF ANY PORTION OF THE GAS LINE, ONLY HANO DIGGING IS ALLOl'IED ANO AN SOC&E STANDBY IS REQUIRED. J.6. IF ANY CONTACT IS MADE WITH THE GAS LINE OR ITS COAT/NC, SOC&E MUST BE NOTIFIED IMMEDIATELY AT /-800-4/l-7J4J ANO THE AREA LEFT EXPOSED. KEY MAP SCALE: /" = 60' R/W . ! I 10' . ! 4.5' 5.5' ! ' N 10'22'!5' E 50.00' SHEET INDEX I 2 J 4-5 6 7 WC/NI TY MAP, NO TES, LEGEND KEY MAP, NOTES, STREET SECTIONS, OE SECTIONS, DETAILS GRAOINC STORM DRAIN PR/VA TE UTILITIES 72' q_ 26' 26' ' I I , - 11. THE CONSTRUCl/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE"CR/TERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA 's DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION J.7. THE GAS EASEMENT SHALL BE STAKED WITH RIBBONED LATH AT FIFTY-FOOT (50'} INCREMENTS ANO THE STAKING SHALL BE MAINTAINED AT ALL TIMES OUR/NG GRADING ANO CONSTRUCTION OF THE PROJECT. J.8. SOG&E RESERVES THE RIGHT TO INSPECT ANO PERFORM QUALITY CONTROL WORK OUR/NG CONSTRUCTION. SOG&E STANDBY PERSONNEL AR£ AUTHORIZED TO STOP WORK AROUND THE GAS LINE IF All REQUIRED PRECAUTIONS ARE NOT STRICTl Y ADHERED TO. I -~ --I 2% ___ 2% ------___ -___ - COUPLING AT A PIPE JOINT MA BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/ EACH GASKET). USE CERTAINTEED "VYN'fl.-lRON" H.D. FOR C900. IJ. BEFORE CONSTRUCTION BEGINS IN ANY· PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP} IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING ANO INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE N ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF CO/LEO WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BE/NC LOCATED US/NC THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE OUR/NC INSTALLATION ANO BACKFILL/NC, WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWC NO. 8 STRANOEO COPPER WIRE WIT/I HIGH MOLECULAR WEICHT POLYETH'fl.ENE (HMW/PE} /NSULA TION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POL YETH'fl.ENE /NSULA TION SHALL CONFORM TO ASTM O 1248, TYPE I, CLASS C. WIRES WIT/I CUT OR DAMAGED INSULATION AR£ NOT ACCEPTABLE ANO REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE DESIGNED BY: J.9. EQUIPMENT CROSSINGS OF THE GAS LINE MUST BE DESIGNED TO £UM/NATE ANY POSSIBLE DAMAGE TO THE GAS LINE AND APPROVED BY SDC&E GAS TRANSMISSION ENGINEER/NC. 4. SPECIAL CONDITIONS.· 5. EROSION CONTROL: 5.1.ALL 0/STURBEO ANO CREATED SLOPES, WITHIN THE SOG&E TRANSMISSION EASEMENT, SHALL BE HYDRO-SEEDED OR PLANTED BY PERMITTEE WITH AN SDC&E APPROVED MIX 5.2. ALL ORA/NACE SHALL 8£ DESIGNED TO PREVENT EROSION OF SOC&£ EASEMENT AND ACCESS ROADS. 6. STORAGE· THIS PERMISSION TO GRADE LETTER DOES NOT PERMIT STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON THE EASEMENT OR SOG&E FEE OWNED PROPERTY. 1. ACCESS: 7.1. ACCESS TO All SOG&E FACILITIES SHALL BE MAINTAINED AT All TIMES. ALL COSTS ASSOC/A TED f'tfTH RESTORATION OF ACCESS ANO All ASSOC/A TEO DAMAGES SHALL BE BORNE BY PERM/TT££ 1.2. ALL CATES SHALL PROV/OE FOR SOG&E ACCESS BY PADLOCK, LOCK-BOX OR KEYED BYPASS BOTH OUR/NG AND UPON COMPLETION OF CONSTRUCTION. LOCATION ANO CONSTRUCTION OF CA TES TO BE APPROVED BY SOC&E lMR. 8. OUTSTANDING ACREEMENTS.- PERMITTEE AGREES TO PAY FOR, SIGN AND/OR HA VE SIGNED ALL CONSENT AGREEMENTS, CONSENT TO USE LANO AGREEMENTS ANO/OR JOINT USE AGREEMENTS BETWEEN SOC&E AND OWNER OR PUBLIC AGENCIES WHO ENCROACH UPON THE SOG&E EASEMENTS. SAID AGREEMENTS Will BE SUBJECT TO THE REVOCABILITY CLAUSE AS STATED IN THE CALIFORNIA PUBLIC UTILITIES COMMISSION GENERAL ORDER 69-C AS SHOWN ON WEB SIT£· HTTP://WWW. CPUC. CA. GOV/PUBLISHED /GRAPNICS/645.POF. 9. INOEMNIFICA TION: 9.1.PERMITTEE AGREES TO ASSUME ALL RISK OF LOSS, DAMAGE TO PROPERTY ANO/OR INJURY ANO/OR DEATH TO PERSONS, ANO TO INDEMNIFY ANO HOLD SOC&E HARMLESS FROM ANY AND All LIABILITY IN ANY WAY ARIS/NC FROM TH£ PROPOSED GRAD/NC OR CONSTRUCTION OF IMPROVEMENTS. 9.2. SOC&£ SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED GRADING OR IMPROVEMENTS. THIS INCLUDES, BUT IS NOT LIM/TEO TO, ORA/NACE ANO/OR EROSION PROBLEMS OR DAMAGE CAUSED TO IMPROVEMENTS THAT WERE NOT CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF VEHICLES AND EQUIPMENT OHNEO BY OR WORK/NC ON BEHALF OF SOC&£ 10. TERMS ANO COND/l/ONS.· THE TERMS ANO CONO/l/ONS OF THIS APPROVAL SHALL BENEFIT ANO BIND PERMITTEE ITS SUCCESSORS, ASS/CNS, AGENTS OR CONTRACTORS. II. CONTACT.· COLLEEN FINO, 858-637-7969 ~L-.S~·--DATE: MAY 2016 "AS BUil T" BENCHMARK INSTALL TYPE C-4 WALL PER SORSO W/ FINISH ANO COLOR PER LANDSCAPE ARCHITECT'S PLAN DRAWN BY: L.S. G.M. SCALE: AS SHOWN _t,,_fa; I L8__ OATE DESCRIPTION: STANDARD M-10 STREET CENTERLINE l'IELL MONUMENT STAMPED ~S J/89' NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE IJSEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. Civil Engineering Planning Processing Surveying PROJECT MGR.: _T=.C~. __ JOB NO.: 161002 ENGINEER OF WORK: ---- LOCATION: REVIEWED BY: L RECORD FROM: CENTER OF BULB CUL-OE-SAC AT SOUTHEASTERLY ENO OF DARWIN COURT, SOUTH OF ASTON A vf. Jt/:J/)7 DATE EXISTING ASTON A VENUE {LOCAL -CUL-DE-SAC) NOT TO SCALE i-----24'-___ ____, ,;c, INITIAL EXIST/NC GROUND PATIO 12• HOPE_,,,-') STORM DRAIN SECTION 8-8 NOT TO SCALE ~ ,t/.S 8VJL 7'.J' ------ ~ R '7 1/W ' JO' l ' 5.5' 4.51 ~ ! !J! -i BU/LO/NC LINE TWO-STORY BU/LO/NC FF=260.50 ) DATE §1 3 6 7 ABBREV/A TIONS A.8. AC A.C. ACP A. V.A. BW CB C. 0. O.G. EA EL ESMT. EXIST., EX FF FG FL FS GB GF NOPE HMP H. 0.A. HP IE IRRIG. LP MOO. QC 00 o.s. P. C. C. PROP. PSO PVC PVT. REC. REC. WATER RL R.O. W., R/W s: C. 0. S.0. SEP. SF SORSO SL ST. LT. SVC. Sii!.K SHI?. TC TF TRANS. TW ws WTR. AGGREGATE BASE ACRE ASPHAL TIC CONCRETE ASBESTOS CEMENT PIPE AIR VACUUM VAL VE ASSEMBLY BOTTOM OF WALL CATCH BASIN CLEANOUT DECOMPOSED GRANITE EACH ELEVATION EASEMENT EXIST/NC FINISH FLOOR FINISH GRADE FLOW LINE FINISH SURFACE GRADE BREAK GARAGE FINISH FLOOR HIGH DENSITY POL YETHYlENE HABITAT MANAGEMENT PLAN HOMEOWNER'S ASSOC/A TION HIGH POINT INVERT ELEVATION IRRIGATION LOW POINT MODIFIED ON CENTER OUTSIDE DIAMETER OPEN SPACE PORTLAND CEMENT CONCRETE PROPOSED PR/VA TE STORM DRAIN POLYVIN'fl. CHLORIDE PIPE PRIVATE RECREATION RECLA/MEO WATER RIDGE LINE RIGHT-OF-WAY SEWER CLEANOUT STORM DRAIN SEPARATE SQUARE FEET SAN 0/ECO REGIONAL STANDARD DRAWINGS SEWER lA TERAL STREET LICHT SERVICE SIDEWALK SEl'IER TOP OF CURB TOP OF FOOT/NC TRANSITION TOP OF WALL WATER SERVICE WATER STRUCTURAL SECTION NOTES I. PARKING STALLS SHALL BE OESICNED BASED UPON A TRAFFIC INDEX OF 4. 0 AND THE "R" VALUE OF THE SOIL(S) AT THE PROJECT SITE AS DETERMINED BY A REGISTERED SOILS ENGINEER. MINIMUM STRUCTURAL SECTION Sf/All BE J" A. C. OVER 7" A.8.. MOD/FICA T!ONS OF THIS STANDARD MAY BE MADE IF APPROVED BY THE CITY ENC/NEER. 2. TRUCK ROUTES ANO OR/VE AISLES SHALL BE DESIGNED WITH A TRAFFIC INDEX OF 5.0. MINIMUM STRUCTURAL SECTION SHALL BE J" A.C. OVER 10" A.8.. J. TRASH ENCLOSURES SHALL BE A MIN. 6" P.C.C. WITH NO. 4 STEEL REINFORCING AT 18" O.C. BOTH WAYS OVER 12" STRUCTURAL FILL SOIL. 4. STRUCTURAL SECTIONS ABOVE ARE PRELIMINARY ONLY. ACTUAL SECTIONS TO 8£ DETERMINED AFTER "it' VALUE TESTS HA VE BEEN CONDUCTED. 5. SEE SOILS REPORT FOR ADDITIONAL NOTES ANO DETAILS. EASEMENTS OF RECORD PURPOSE OWNER OOCUMENT REC. DATE GAS PIPELINES SOC&E 85-155963, O.R. MAY J, 1985 ACCESS COLLEGE BL'1i MAP 11811 MAY 19, 1987 LANDSCAPE MAINTENANCE CARLSBAD DOC No. 2001-0671492 SEPT. 18, 2001 RESEARCH CENTER REV/SEO: NOVEMBER 7, 2016 REV/SEO: SEPTEMBER JO, 2016 REVISED: SEPTEMBER 8, 2016 REVISED: AUGUST J, 2016 PREPARED: JUNE 2, 2016 CITY OF CARLSBAD I SH2ET I ENGINEERING DEPARTMENT PRECISE CRAOINC PLAN FOR.· I SH7TS I ASTON AV£ OFACE BUILDING CARLSBAD RESEARCH CENTER APPROV~A~°1AGMT /l,.11, • 'ull ENGINEEjl'"MANAGER PE 63912 EXPIRES 9/30/)6 1& DATE INITIAL DATE INITIAL DWN BY: L.S.. G.M. PROJECT NO. DRAWING NO. 2710 Loker Avenue West 5ulte 100 C1Jrlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODoyConsultonts.com DATE: 1!!ffl-.~.,_-&1-· ~ INSPECTOr / CITY OF CARLSBAD SURVEY CONTROL POINT 62 PER R.O.S. 17271 ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: ,r<:... P.O. 16-13 494-5A OTHER APPROVAL CITY APPROVAL RVWD BY: KC.. ©2016 O'Day Consultants, Inc. TIMOTHY 0. CARROLL, JR. RCE: 55381 ELEVATION: 302.90 DATUM: NGVO 1929 G:\161002\Gradi1g\1602AG02-Key__Delall~.dwg Nov 11: 2016 l1:.38□m Xrefa: 1602AG: 1602AN: 1602AGLY: 1602AGRO; 16021\MAP: 1602AUll: 1602ATP: _Skinner-SitePIQ'l; 16001-Site Plan_04.26.16; 1602AGRO-TXT: -51udioFive-SitePlun: S5-Sile BASE5; FkeServiceEnlry I I I ' ·,,, □ JJ i 2 [j) 2 C: ~ to m JJ ' r----- :122016 I I I I I ~ ~ I n □ 0 , Mil JJ ro ~ tm~ ll ''1 m er~ C/J 2 ~ :ll • Sil ;c, [j) I*' » ~ 2 i ~l 'I C: ~ 6\o q -0 ~ j Ot·m I :~1~ to C1z m z JJ I ; I I I I I I I I "' ,. '~ I~~ □ JJ mo ~ ~□o •c a~~ •• i~ 2 ., . ~· [j) j ~z . ~ ~~ 2 ,2 ~:r C: 0 mO ~ ... :a ;1il ~ m. m rn l'. DJ l~z m z JJ rn I ~ I I I I I I I I ~ ~ I' B I '. :a ii mo -ii 0 -~c ' " I'\) ' ~"' " ,lJ • ' > 0 ,1::1,,, [j) ' ~z • z~ ..... ~ -r 5, ~I ...... -, w. ~ @1 1~ r• :am ;_; Ol• r 8l s: ~ I i;,:iz ' z m i "' ~ I l A l 5•-1 1o ~--------------h- w-----J 1-6" 1 • I r---------------------------, I ~-----I I I I I I I I I I I I I ..J l @==== ==== ==== =======! I I I I I I A j T'/PE '8' CURB INLET PER SORSO 0-2 SDR-35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST L I I l _______ L_-_-_-_-__ -_~_-_-_-__ -_~ _______ l ~f/Lf:r:r~/OCA TION '--------------+: ~ ~ CURB PER SHEETS 4 & 5 ' "' PLAN VIEW ef PLANT PS SUPPLIED CLEANOUT COVER CAST !N TOP SLAB TREE FRAME & GRATE CAST IN TOP SLAB BY AMERICAST GALVANIZED (NOT SHOWN ANGLE NOSING TOP SLAB FOR CLARITY) CURB AND GUTTER INTERLOCKING ro SEE SHEETS 4 & 5 _J_O_INT_(TY_P_)_.,__-.,.,__~==l==i====~-= .. ,--', -.~ .. ,-l. _,( STREET • N I 'v ~-. ~. '! .. DOWEL BARS @ 12" o.c. I +---+-' .• ,. ~~~~~~##~~rl ~ -·--' . MULCH PROVIDED BY AMERICAST UNDERDRAIN STONE PROVIDED BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A-A • "' PERFORATED UNDERDRAIN SYSTEM BY AMERICAST DESIGNATION L w TREE GRATE OUTLET 6 X 8 6 X 10 FILTERRA NOTES GENERAL NOTES QTY & SIZE 6'-0" a'-o" (1) 4x4 6'-0" 10'-o" ( 1) 4x4 SECTION -FIL TERRA NOT TO SCALE I. CON TECH TO PROV/OE ALL MATERIALS UNlESS NOTEO OTHERWISE PIPE 6" SDR-35 PVC 6" SDR-35 PVC CATCH BASIN ~ J' x J' MIN. \ --+-+--0 2 ~ 6" OR/FJ 'E 254.67 / G_ 24" SANO/ COMPOST MIX /0" TREATMENT PONO/NC 2-J" PEA-GRAVEL CHOKER 36" WASHEO CRA VEL STORAGE 12" . . . . .:·,,a,.,i ,.:,.-,. i ,:- . GRAVEL DETAIL TW ELEVATION PER PLANS MAX. WATER SURFACE RET. WALL ENO CAP (SCREW-ON} OUTFALL PIPE FLOW 6" PERFORA TEO UNOERORAIN- PERFORA T/ONS FACING DOWN BIOFILTRA TION FACILITY OUTLET NOT TO SCAlE 8' 8/0F/lTRAT/ON 36"x 36" CATCH BASIN T(J PER PLAN ~'---2" MIN. FRE. 'RIFICE ,.1-----,Af;" TREATMENT PONO/NG re ELEVATION PER PLANS RET. WALL ,~-MIRAFI 140N FABRIC 24" RCP CASING POLYETH'flENE CASING INSULATORS SPACEO @ /0" O.C. ALONG PIPE ''---/8" HOPE STORM ORA/N @BELL DETAIL -18u STORM DRAIN CASING/SLEEVE NOT TO SCALE ✓,, TOP OF ,,,J''° a CURB\ OPEN/NC IN MASONRY ;p ,,,(' .fk WALL FOR SPILLWAY -9',1,-"'<< •" 24" 5 MASONRY WALL -\\~ I FRONT VIEWI ,§ q1 \()\<.'le-520-C-2500 , CONCRETE -~-----·.·.:: '.• ;• .. :· 6" ~_:_ ·\ 1---_-1. __ -1._ .' ./:--·i. ·.,; .~ ·l,f/tf. -~ ·. - TOP OF WALL PER PLAN TOP OF SPILL WA Y/WAll @ CURB •" 6" WALL c--w,;~~f' ·· ·· FL ow oP oF cuRB I s10E v1Ew I : i :-1.:---1_] , ~LINE \:,~i(pLAN PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING QI.fl WATS'.WAYS CLEAN MAINTAIN WITH CARE -NO MODIFICATIONS WlTHOIJT AOENCY APPROVAL /4 N 6" c.c. 4N '4 CROSS SECllON WEW DETAIL -WATER' QUALITY SIGN · NOT TO SCALE TOP OF CURB 2' TOP OF SPILLWAY @ CURB TOP OF CURB FINISH SURFACE DETAIL -CURB OPEN/NC NOT TO SCALE CONCRETE SWALE CONCRETE SHALL 8E 560-C-3250 6' SIDEWALK & CURB SORSO 0-25 MOO. OUllET WHERE SHOWN ON PLAN I a • .., .., . .,.. 1.0% MIN. PROFILE WEW DETAIL -MODIFIED D-25 SIDEWALK UNDERDRAIN NOT TO SCALE (SEE SORSD FOR ADDITIONAL SPECIF/CATIONS) J' VARIES - 2. PLANT IS SUPPLIED 8Y CONTECH & DELIVERED AT TIME OF SYSTEM ACTIVATION. PLANT SELECTION SHALL BE DONE BY THE ENC/NEER OF REC.ORO IN ACCOROANCE WITH THE PROJECT PLANS ANO SPECIF/CATIONS. 24" MIN. SOIL/COMPOST MIX WITH ---4 5'1/HR MIN. INF/lTRAT/ON RATE TO BE VERIFIEO BY CEO TECHNICAL ENC/NEER J" WASHED PEA-GRAVEL CHOKER 1 ·8;~1i;;,. ,·.--.. ~ I" 7 J. 0/MENS/ONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 4. FOR FABRICATION ORAW/NCS WITH OETAILEO VAULT 0/MENS/ONS AND WEIGHTS. PLEASE CONTACT YOUR CONTl:CH REPRESENTATIVE. WWW.CONTECHES.CDM 5. Fil TERRA BIOFIL TRA TION WATER QUALITY STRUCTURE SHAll BE IN ACCOROANCE WITH ALL OESIGN OA TA ANO INFORMATION CONTAINEO IN THIS ORA WINC. 6. STRUCTIJRE SHAll MEET JOO PSF PEOESTRIAN LOAO RAT/NC 1'11TH HS20 SURCHARGE MANHOlE COVERS SHALL MEET AASHTO M306. 7. AL TERNA TE UNITS [] ARE MILLIMETERS UNLESS NOTEO OTHERl'l1S£ INSTALLA T/ON NO TES A. EACH UNIT SHAll BE CONSTRUCTED AT THE LOCATIONS ANO ELEVATIONS ACCORD/NC TO THE SIZES SHOWN ON THE APPROVEO DRAWINGS. ANY MOO!FICATIONS TO THE ELEVATION OR LOCATION SHALL BE AT THE 0/RECTION OF ANO APPROVEO BY THE ENC/NEER. 8. IF THE FILTERRA•IS STOREO BEFORE INSTALlATION, THE TOP SLAB MUST BE PlACEO ON THE BOX US/NC THE 2X4 WOOD PROv/OEO. TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER THE OEL/'IERY. C. THE UNIT SHALL BE PLACEO ON A COMPACTEO SUB-GRADE 1'11TH A MINIMUM 6-/NCH CRA I/EL BASE MA TCHINC THE FINAL CRAOE OF THE CURB LINE IN THE AREA OF THE UNIT. THE UNIT IS TO BE PLACED SUCH THAT THE UNIT ANO TOP SLAB MATCH THE CRAOE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNOISTUR8EO SUB-CRAOE MATERIALS TO 95% OF MAXIMUM DENSITY AT +1-2% OF OPTIMUM MOISTURE UNSUITABLE MATERIAL BELOW SUB-GRADE SHALL BE REPLACED TO THE SITE ENCINEER's APPROVAL. D. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS ANO LOCAL REGULATIONS. £ ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS ANO PROTECTl'IE MESH COVER MUST 8E LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPP/NC BLOCKS BETWEEN THE BOX AND TOP SLAB. THE TOP LIO SHOUlO BE SEALED ONTO THE BOX SECTION BEFORE BACKFILL/NC, US/NC A NONSHRINK CROUT, BUT'fl RUBBER OR SIMILAR WATERPROOF SEAL. THE BOAROS ON TOP OF THE LIO ANO BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMER/CAST OR ITS AUTHORIZED OEALER} 1'11ll REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKF!lL/NC SHOULO BE PERFORMED IN A CAREFUL MANNER, BRING/NC THE APPROPRIATE Fill MATERIAL UP IN 6" LIFTS ON All S/OES. PRECAST SECTIONS Sf/All BE SET IN A MANNER THAT 1'11LL RESULT IN A WA TERTICHT JOINT. IN ALL INSTANCES, INSTAllA TION OF Fil TERRA• UNIT Sf/All CONFORM TO ASTM SPECIF/CAT/ON C89/ 'STANOARO PRACTICE FOR INSTALLATION OF UNOERCROUNO PRECAST UTILITY STRUCTURES: UNLESS 0/RECTEO OTHERWISE IN CONTRACT DOCUMENTS. F. CURB ANO CUTTER CONSTRUCTION (WHERE PRESENT} SHAll ENSURE THAT THE FLOW-LINE OF THE FILTERRA,UNITS IS AT A GREATER ELEVATION THAN THE FLOW-LINE OF THE BYPASS STRUCTURE OR RELIEF (OROP INLET, CURB CUT OR SIMILAR). FAILURE TO COMPLY WITH THIS CU/DELINE MAY CAUSE FAILURE ANO/OR DAMAGE TO THE FILTERRA• ENVIRONMENTAL 0Ev/C£ C. EACH FIL TERRA• UNIT MUST RECEIVE ADEQUATE /RR/CAT/ON TO ENSURE SURVIVAL OF THE LIVING SYSTEM OUR/NG PERIOOS OF OR/ER WEATHER. THIS MAY BE ACHIEVED THROUGH A PIPEO SYSTEM, CUTTER FLOW OR THROUGH THE TREE GRAT£ NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE /JS£'0 FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2016 O'Day Consultants, Inc. G:\161002\Crnding\1602ACOJ-Del<1ll~.dwg Nov 11, 2016 11:43am Xrefs: 1602AG: l602AN; FireServicijEnlry ~:~ftls 2710 LQker Avenue West Civil Engineering Suite 100 Plonnin9 Cor!sbod, Colifornta 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 ODoyConsultonts.com DESIGNED BY: L.S. DRAWN BY: LS. G.M. PROJECT MGR.: T.C. 36" MIN. 3/4"-2" WASHED CRAVEL,--+- 5 INCH/ I HR INFILTRATION RATE TO ~';fF~t,+4,.;o=..r+'~~ffi'1'!'!f' !JE VERIFIED BY CEOTECHN!CAL -11- ENGINEER FOR 8/0FllTRATION BASINS I ::::::::::: ::::::::::: 111 111 DATE: MAY 2016 SCALE: AS SHOWN JOB NO.: 161002 8/0FIL TRA TION NOTES o" PERFORATEO PIPE W/ 2" ORIFICE /J I.OX MIN, I. SOIL MIX ANO CRA I/EL SHALL HA VE 40% POROSITY ANO SHALL BE VERIFIEO BY CEO TECHNICAL ENC/NEER. FIVE INCHES PER HOUR INFILTRATION RATE. 2. SOIL COMPOST MIX SHALL CONTAIN.· LESS THAN 5% CLAY 50%-60% SANO 20%-30% COMPOST OR HARDWOOD MULCH 20%-30% TOPSOIL DETAIL -BIOFIL TRA TION AREA (TREATMENT ONLY) PL 0.5' NOT TO SCALE /8' PARK/NC STALL FINISH CRAOE BASIN RETAIN/NC WALL PER STRUCTURAL ENC/NEER. CALCULATIONS & OE TAIL THIS . 'ET 6" PERFORA TEO PIPE @ 1% MIN. SLOPE SECTION A-A NOT TO SCALE "AS BUil T" ~ {)'O G€o'fi:t; o'.D:f, r,,pjtu_we~- , DATE RCE320I✓ EXP. 12/31/18 E?& DATE: ,l,,/4 ~-13-lf TIM01HY 0. CARROLL, JR. RCE: 55381 INSPECTOR DATE •• *-r j N. +----- MIN, ,,; ~ • B" RIP-RAP J' x J' x /' ~ MIN. THICK, NO. J BACK/NC MASONRY WALL-,-, 01/ER MIRAFI 140N OR EQUAL FIL TER BLANKET DETAIL -SPILLWAY /MASONRY WALL NOT TO SCALE ,__ __ <:!" COkC-. AALL 'l'CONC.ViA-1.-~ ---1 F'c. " 9000 PSI 'I"!/ 11€:, DO~EL5- @ f:i'' O.C.. TYP. c:t0° TD 1-lOoK S" CCR'. F'c. " WOO PSI r;/ lib VERT. ii e,• O.C-. 1'5 HOR]Z. :i» 1.2" O.C,. So" NIN. !..AP TYP. ttb VERT. @ E!l" O.C. li5 HO~!Z. @ !2" O.C-. --55@ 12' O.C-. EA. HAY@ TOP #6@ e," 0.-C,, EA. HAY @ BOTTOM " ~ Nu DETAIL BASIN RETAINING WALL NOT TO SCALE DETAIL 3' WIDE CROSS-CUTTER ' . . O" CURB 6" CURB 6' MIN. ~ 8.3%0' MIN. ';,' . MAX.\ I 2%MAX. IN EVERY OIRECTION RAMP ADA NOTES MODIFIED SDRSD G-12 CROSS GUTTER NOT TO SCALE 8.3% 4' MIN. MAX. n ~~ f'---L..,,-}'-'f-'_J·· c..c·.: 14' MIN. 2%MAX. IN EVERY 0/RECTION CURB RAMP ADA DETAILS NOT TO SCALE '~"~ ... 5' MIN. (..,_/....--2% MAX. IN L ____ .1 EVERY DOORS DIRECTION (D SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL NOTES &-DETAILS INCLUOINC, BUT NOT LIM/TEO TO, THE FOLLOW/NC.· HANDRAILS, GUARDRAILS, FLARE TRANSITIONS, ETC. (2) RAMPS & CURB RAMPS SHALL BE CONSTRUCTED FREE OF ANY VERTICAL EDGES OVER 0.25' ANO PROVIDE FOR FLUSH TRANSITION. Ci) NO CATCH BASIN CRATES SHALL HA VE OPENINGS CREA TER THAN 0. 5''. @ RAMPS & CURB RAMPS SHALL BE CONSTRUCTED IN A SINGLE SCOREO PLANE 1'11TH 2% MINIMUM CROSS FALL @ ALL LANDINGS SHALL BE CONSTRUCTED SO AS NOT TO ACCUMULATE WATER. @ USE COUNTY STANDARDS FOR ALL CURB RAMPS. REV/SEO: NOVEMBER 1, 2016 REV/SEO: SEPTEMBER JO, 2016 REV/SEO: SEPTEMBER 8, 2016 REV/SEO: AUGUST J, 2016 PREPAREO: JUNE 2, 2016 I SH3EET I CITY OF CARLSBAD I SHE7ETS I t=====t====t================================t====j====jt====1===j ENGINEERING DEP AR TM ENT BENCHMARK DESCRIPTION: STANOARO M-10 STREET CENTERLINE WELL MONUMENT STAMPED 'LS 3189' LOCATION: CENTER OF BULB CUL-OE-SAC AT SOUTHEASTERLY ENO OF OARl'l1N COURT, SOUTH OF ASTON A VE RECORD FROM: CITY OF CARLSBAO SURVEY CONTROL POINT 62 PER R.O.S. 17211 ELEVATION: 302.90 DATUM: NC'IO 1929 IZ/ZZ/17 ci 0 DATE INITIAL ENGINEER OF WORK gi f/S.fJUILTS' DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLAN FOR: ASTON AV£ OFFICE BUILDING CARLSBAD RESEARCH CENTER APPROVED: JASON S. GELDER1i,=:;J;/i;' ll.•l&,J ENGINEER MANAGER PE 63912 . ¼Es 9/30/J.o'IS DATE DWN BY' L.S., G.M. CHKD BY: .St:, RVWD BY: Kc, PROJECT NO, P.O. 16-13 DRAWING NO. 494-5A • J •I □ ::0 ~ 2 (j) 2 C ~ OJ m ::0 ·122016 - c..> 0 _,.. ...... . □ :a i 2 (j) 2 C ~ OJ m JJ □ I ~ ,Si: •ca , o· \ \ 5 J I I i ! i NOif: 'i I I I I 40' 20 SCALE: 1" = 20' CON1RA(lTOR TO VERIFY THE EXACT LOCA T!ON OF EXIST/NC UTILITIES IN THE RELD PRIOR TO CONSTRUCTION! NOTE// ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2017 O'Day Consultants, Inc. G:\161002\Cr□ding\1602AG04-05-Pl□n-CC2.dwg Moy 16, 201"/ 12:01pm P!:'l?uf!:l,, 2710 Loker A'ianue West Civil Engrneering Su!le 100 Carlsbad, Plannin9 California 92010 Processing 760-931-7700 Fax: Surveying 760-931-8680 OD a )<:onsul tan ts. com SEE DETAIL. j\q THIS SHEET G1 0 ' zS6·6 + DESIGNED BY: L.S. DATE: MAY 2016 . DRAWN BY: L.S. G.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 161002 ENGINEER OF WORK: <c?-4 TIMOTHY 0. CARROLL, JR. - DATE:'f0kZ RCE: 55381 Xn,fs; 1602AMAP: 1602AGRD; HmZAUTl; 1602AGRD-TXT; Hi02AG; 1602ATP; _Skinrw-SitePl!Y!; 160QLSile Plur,_04.26.16; _Stu<liofive-Si\ePlun: _Skiirm-SilePlo:m-fru~ks; S5-CD-Sitel3□5e5 }'.;~o'.,- ·c&,..?.:: ,!;~ .,; ,}" )'> _! '_;._,-~) CONNEC TO ROOF ORA/NS 'ER ARCHITECfS PLAN ~~ .. ;'.<> OR. R TE '?1',0f ESS I Ot14 0' '<-'\ Q. CAR,ro '( 0'~ '<'~ f....: ~ • G') Cr) -..... _.. _._ -:pz. <..:> f'1 'ii NO. 55381 ';;J * * '5''97, CJV\\. ~": t' OF CA\.l'G~ "AS BUil T" -~ CP'O -o/'-0'8 GEORG,FoVAY ~ DATE RCE 32 014 EXP. 1 /31 /18 · RE\'IEWED BY; IN~ld/; C k-l}:1.r DATE I I I l ______ _ z . . + 2NOISTORY OVEf/HANC BENCHMARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT STAMPED ZS 3189' LOCATION: CENTER OF BULB CUL-OE-SAC AT SOUTHEASTERLY END OF DARWIN COURT, SOUTH OF ASTON A VE RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 62 PER R.QS. 17271 ELEVATION: J0290 DATUM: NGVD 1929 f)fJ 11311 STRIP/NC PER ARCH. PLAN {TYP.) 2ND STORY qVERHANC 12/zt 17 GO l() AS· 8C/f t. TS 04 11. 17 TC 1 REPLACE SHEET 4 SIGNED ON 12/12/16 FOR CHANCE WALL TYPE AND REPLACE BASIN '111TH f/LTERRAS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 256.10/ Fs I I ~ ?tt/rt ~ ,l, j, DATE INITIAL DAfE INITIAL OTHER APPROVAL CITY APPROVAL DETAIL '.A I SCALE: /" = /0' "2(2 ~~ "' "' !<> o' 5' 10' SCALE: 1" : 10' ,, , /, ':::,_----' ·--~=-.z 7 \ .z :5°8.20 Ii \ 6' ?. 'Orf / DETAIL 'C' SCALE: I"= 10' PRECISE GRADING PLAN FOR: ASTON A VE OFFICE BUILDING CARLSBAD RESEARCH CENTER APPROV~ASC S. GE DERT /4 /4 .f ',ltt UlL-1-. ENGINErn MANAGER PE 63912 EXPIRES 9/30/16 DATE DWN BY: L.S., G.M. PROJECT NO. DRAWING NO. CHKD BY: SG RVWD BY:_~ P.D. 16-13 494-5A 0 :0 § ' 2 (jJ 2 C s CJ m ' :0 Cl :0 ' § 2 (jJ 2 C s CJ m :0 ' ' 11 Ii ' I : ii ' I I "' l;; r 8 Cl ' 'C ,' :U II :0 ;mo § -~,o o R·:Dc 910~ i!:~ ~~ 2 ~ jR ~ (jJ a."\z !l•z~ 2 ~c • ":c C ;;i WQ ~ m-o s ii ii! rn •rn:,: CJ l~z m iii JJ I ~ r I I' I I, 061917. ; (1J I SCALE: I" = 10' NOT£ vl \ o· o· 10' ~~~ SCALE: 1" = 10' CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2016 O'Day Consultants, Inc. G:\161002\Gl'"uding\1602AG04-05-Fl<1n.dwg Nov 11, 2016 11:44nm J,6 1 PROP. 2.5" WATER sv~. SEE SHEET 7 25!!./8 s 259./8 '\,'i <o'o' 'l/ !', DETAIL '8' SCALE: 1" = 10' DETAIL 'D' SCALE: /" = 10' ??:~ftl, 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, C,;ilfforn!o 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 OOo:,Consultants.com I NOTE DESIGNED BY: L.S. 1. PROVIDE MINIMUM CLEARANCE OF 4' FROM EDGE OF WALK TO EDGE OF FIRE HYDRANT. DATE: MAY 2016 DRAWN BY: L.S, G.M. SCALE: AS SHOWN PROJECT MGR,: T.C, JOB NO.: 161002 ENGINEER OF WORK: -::-: t>~I DATE: 11/4J1-, TIMOTHY 0, CARROLL, jR, RCE: 55381 )VBfa: 1602AMAP; 1602AGRO: \602AUTL; 160lAGRD-IXT: 1602AG; l602AT?: _Skimm-SilePl1Y1; 16001-Situ Plori_04.26.lo: _SludioFfve-SitePlan: S5-Sito, BASES; _Sklnner-SilePlon-T1u~k5 II AS BUil T" fit;J~ {4£7 RCE.'.32014 EXP. 12/31/113 REl/lEWED BY: BENCHMARK DESCRIPTION: STANOARO M-10 STREET CENTERLINE M:Ll MONUMENT STAMPED ZS J/89' LOCATION: CENTER OF BULB CUL-OE-SAC AT SOUTHEASTERLY ENO OF OARi'IIN COURT, SOUTH OF ASTON A f£ RECORD FROM: CITY OF CARLSBAD SUR'IEY CONTROL POINT 62 PER R. 0. S. 17211 ELEVATION: 302.90 DATUM: NC'IO 1929 12/,2/17 GO l4/i7117 -re DATE INITIAL ENGINEER OF WORK " I I I r ! '·~ ! ·. ,J· 1/2\ //S'·BVIL TS "1\ CHANGE \v'AL!.. TYPE, Rlc:V: CONTOUl',S DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ! j ·' '-J. I . ·,r j I I\// f j .) / , ; ! -:JI f ; I , / 1/.,:a_-:;!/ I/ I /..'· __ ,_/ I / / ',, -/ . ' f .. j 'f --·-·'"··-- 1 San o· 10' 5 20 SCALE: 1" = 20' Diego Gas & Electric Company Reviewed By:_ ~-=--Dole: __ _ Co een Fino Land Management Representative Valid for 18 months from date of signature I / • ! ' REV/SEO: NOi/EMBER 7, 2016 / o / · REV/SEO: NOi/EMBER Z 2016 40' • ,, 01 REVISED.· NOffl9EER4,1,2(l[JJ6 I'?-''! ·. REV/SEO: SEPTEMBER JO, 2016 1 "/ll/1~ DATE 1 REVISED.· SEPTEMBER 8, 2016 / REVISED.· AUGUST J, 2016 PREPAREO:· JUNE 2. 2016 , CITY OF CARLSBAD I SH5ET I ENGINEERING DEPARTMENT PRECISE CRAOINC PLAN FOR: I SH7TS I ASTON AV£ OFFICE BUILDING CARLSBAD RESEARCH CENTFR APPRO~~AS°1MELDERT ll.•£•1111, ,, I' ENGINEEl;l/'MANAGE~ PE 63912 EXPIRES 9/30/¾tS DATE DWN BY: L.:i, (],M, INITIAL PROJECT NO. DRAWING NO. CHKD BY: SC. CITY APPROVAL RVWD BY: l<'.C.. P.D. 16-13 494-5A 1 . ' 061917 ,, I I □ :a i 2 Gl 2 C s:: OJ m :a □ :a i 2 Gl 2 C s:: OJ m :a ) o· 10· 40• ~5~ii-~20~~~"""] SCALE: 1" = 20' 2 / z 18" RCP 18" HOPE 12" HOPE l8£'. t§ 12" HOPE 5 .o· 6" HOP£ ,:,,. n,1 1.4% 18" HOPE -171.65' 0. 6. Q 18" HOPE 4.6' 2.0% 6" HOPE g 23. I' 0.9% /8" HOPE 10 45.6' 0.6% 12" HOPE II 23.J' 0.6% 12" HOPE 12 69.9' 0.6% 12" HOPE /J 23.J' 0.6% 12" HOPE 14 23.J' 0.6% 12" HOP£ 15 24.4' 0.6% 12" HOPE 16 5.0' 1.0% 6" HOPE 11 5.4' 1.9% 6" HOPE 18 22.0' 2.0% MIN. 8" HOPE /9 19.2' 2.0% MIN. 8" HOPE 20 16.0' 2.0% MIN. 2 NJ" HOPE 21 11.0' 2.0% MIN. J NJ" HOPE 22 9. 4' 1.1% 6" HOPE 97.5' 1.1% 6" HOPE 16. 5' 1.1% 6" HOPE 0.50' /o.0% /2" HOPE NOTE CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!! ~:'??oft2s ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR 2710 Loker Avenue West Clvil Engineering Suite 100 Carlsbad, Planning 'IERTICAL SURVEY CONTROL. California 92010 Processing 760-931-7700 Fax: Surveying 760-931-8680 ©2017 O'Day Consultants, Inc. ODa}'Consultants.com G: \16!002\Grading\1602AG06-Slorm0roin-CC2.dwg Moy 16, 2017 12: 08pm DESIGNED BY: L.S. DATE: MAY 2016 DRAWN BY: LS. G.M. SCALE: I"= 20' PROJECT MGR.: T.C. JOB NO.: 161002 ENGINEER OF WORK: ~ DATE: o/1 ?_jp. RCE: 55 81 a• Xr~fs: 1602Af.4AP: 1602AGR0: 1602AVIL: 1602AGflD-fXr: 1602AG; 1602AIP: _Skilner-Silef'lon; 16(l01_Site Pl\17_04.26.16; _Studiofiv~-SitePlm; S5-CD-Sile!luse5 "AS BUil T" ~ d'CJ -o/-9r,~B . GEORfE O'DAY] DATE RCE.32014 EXP. 1' 1/31/18 REVIEWED BY: ~d _,&/"',j ~ J' '-1;-i!f INS'fl'ECTOR DATE BENCHMARK DESCRIPTION: STANOARO M-10 STREET CENTERLINE WELL MONUMENT STAMPED 'LS 3189' CONNECT TO-~ ROOF ORA/NS PER ARCH/TECT's PLAN LOCATION: CENTER OF BULB CUL-OE-SAC AT SOUTHEASTERLY ENO OF OARl'r1N COURT, SOUTH OF ASTON A J.£ 14;12/17 04/11/17 RECORD FROM: CITY OF CARLSBAD SURVEY CONTROL POINT 62 PER R.O.S. 11211 DATE ~o TC INITIAL ELEVATION: 302.90 DATUM: NCVO 1929 ENGINEER OF WORK TYPE WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE ANY WORK IN GAS EASEMENT SHALL BE PER SDG&E PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS NOTES ON THESE PLANS. BMP SUMMARY TABLE PER CITY OF CARLSBAD 6MP MANUAL SECTION 8.2.2 SIZE OWNERSHIP Fil TERRA No.l (PROPRIETARY BIOFILTRATION DEVICE) SIZE a 6' X 8' FLOW (1.5 • Q ~) -0.099 CFS BURKE ASTON PARTNERS, LLC 260 E. OAKER STREET, SUITE 100 COSTA MESA, CA 92626 (714) 824-6014 C"' Fil TERRA No.2 BURKE ASTON PARTNERS, llC ' (PROPRIETARY BIOFILTRATION SIZE •6' x 10' 260 E. BAKER STREET, SUITE 100 I ,-dS':i' DEVICE) FLOW(1.5' Q "') • 0.138 CFS COSTA MESA, CA 92626 !) ,,,/<' >r\.•t-------------+----------+....,,.-----c-~(7-=,1::,4)'..'.:8'.=.24:,_:-,,,60,_,1::-.4 __ _ ' . , .. '?'{· BURKE ASTON PARTNERS, lLC I j;,\ 119 -8CI/LT6 /1\REPLACE SHEET 6 SIGNED ON 12/12/16 FOR \'; . _' , '/ Fil TERRA No.J SIZE a 6' x 8' 260 E. BAKER STREET, SUITE 100 , (PROPRIETARY BIOFILTRATION \ i,:,>~ FLOW (1.5' Q w) • 0.111 CFS COSTA MESA, CA 92626 e' r'i""~-==~::,D~~IC;;:-E~-==~::,.,,:pc_~~::::::,~~~-==~-t::::::-c_~(7~14'!))_1!83'24!::-6/j(Q)_11~4_::-..-:::..,,,.-...,_ Fil TERRA No.4 (PROPRIETARY BIOFILTRATION DEVICE) Fil TERRA No.5 (PROPHIETARY BIOFllTRATION DEVICE) 5lzifl1° y.J' SIZE -6' x 12' FLOW (1.5* Q w)-0.166 CFS SIZE -6' X 12' FLOW ( 1.5" Q ,,,) -0.158 CFS REV/SEO: NOVEMBER 29, 2016 REV/SEO: NOVEMBER 7, 20/6 REV/SEO: SEPTEMBER JO, 20/1} REV/SEO: SEPTEMBER 8, 2016 REV/SEO: AUGUST J, 2016 PREPARED· JUNE 2. 2016 , CITY OF BURKE ASTON PARTNERS, lLC 260 E. BAKER STREET, SUITE 100 COSTA MESA, CA 92626 (714) 824-6014 BURKE ASTON PARTNERS, UC 260 E. BAKER STREET, SUITE 100 COSTA MESA, CA 92626 (714) 824-6014 CARLSBAD I SH6ET I ENGINEERING DEPARTMENT I SH7TS I PRIVATE STORM DRAIN PLAN FOR: ASTON AV£ OFFICE BUILDING CARLSBAD RESEARCH CENTER • APPROVE~~~~DERT ENGINEER . ANAGE PE 63912 EXPIRES 'RD~U,/-'/-9/30/16 -DA -E ~ STORM DRAIN & REPLACE BASIN WITH FILTER.RAS l ,I, DWN BY: L.S. G.M. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: .>C:.. P.O. 16-!J 494-!JA OTHER APPROVAL CITY APPROVAL RVWD BY: ~ I -------1. ! : ~ I ~ □ ~;o ::0 mo i ,l □o ::i (3 C ~~~ ~i'~ (I) 2 ,_,, 7:l • ~p, GJ jj'!lz •e~ 2 ~~x C: ::I.OJ 0 am-a s: e::: :om 4·0)• • rn l: Ol I ~ z m iii ::0 I' § ' l> I , j', Ii I Ii I: I 1 ~ I B □ 1-:o] ::0 mo § ;300 ,,,,.:o C 3·0 ci 51' gJ -'--l !fl_~ (Jl •" 2 ;J!' GJ -;3.~z z;z~ 2 ;; .i:;::: •¥is:: C: ;! Illa 5,~ 1J s lli CF.I rn ·, ~i Ol m z ::0 , rn I i ; I ' I I 1: I I I I I ~ I' B □ I -o ' ;o ::0 ill □ i g:!il~ ~-,c:J ~ ,m .. ,:a ~i~C/l 2 ~:! -a • ·~ GJ Jli z ~lz~ 2 '""~le •~x C: 11mo :;i, gJ 1] s: ii en rn 1§~ Ol m 2 ::0 m Ii -~ Ii Ii 11 Ii I! II I' 061917 ,~ I I □ ' 'U C ::o ; ':o :a . ,mo ;g,□o :E~ ~reic ;i:'~ fl If~ C/l G)z " m. ·o • 1?.!► GJ ·~,~z •z~ ,J:I,, 2 t'i,c "'13:: U)C ~ico:rr1_ 0 mD ,J:I,, s: "~-. iiil m. j rn;: I Ol ~; c.n m l m ):>:o, ~ ;_1, ' . I Ji ! Ii 10+00. 00 WATER LINE A' CONNECT TO EXISTING 8 ACP PER CMWD W-8 REMOVE EXIST. 8" END CAP AND T.8. 8" x 6" REDUCER 2.5" WATER SERVICE W/ 2" WATER METER PER CMW W-4 T. O.P. 251. 67 EXIST. UTIL. VAULT TO REMAIN EXIST. TEL. CABINET~- TO REMAIN 10+04.08 WATER LINE ' ' 2 BACKFLOW PER CMWD W-20. CONNECT TO EXIST. SEWER LAT. INSTALL SC.O. 256.0 RIM, (249.60) I.£ SC.O. PER SORSO SC-01, T'tP[ 8 255. 6 RIM, 250. 80 I.£ l0+17.28 WATER LINE A' 10+03 00 WA T[R LINE A' O' BENO RELOCATE EXIST. IRRIC. CONTROL VAL 1'1:S DETAIL 'A I SCALE: I" ~ 10' o' 10' 40' 5 20 SCALE: 1" ~ 20' PR/VA TE WATER SERVICE DA TA IT@ DELTA/BEARING RADIUS LENGTH DESCRIPTION 1 N 85'32'55" E ---1328' 2.5" PVC~ DR-14 2 N JJV2'55" E ---162.96' 2.5" PVC~ OR-14 PR/VA TE FIRE LINE DA TA ~ DELTA/BEARING RADIUS LENGTH DESCRIPTION I N 09'03'08" W ---19.47' 6" PVC ~ OR-24 2 N 79'09'JJ" E ---15.68' 6' PVC ~ OR-24 J N 10'50'27" W ---1.28' 6" PVC ~ OR-24 4 N 85'32'55" E ---396' 6' PVC ~ OR-24 PRIVATE SEWER LATERAL LINE DATA LENGTH LATERAL LATERAL <@:, OF INVERT ELEV . INVERT ELEV LATERAL @ STUB @ BLDG. I 152.47' 249.6 252.5 NOT£ CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE AELD PRIOR TO CONSTRUCTION! NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2016 O'Day Consultants, Inc. G:\161002\Gniding\1602AG07-Pr~turns.dwg NQV ll, 2016 12:07pm DEPTH BELOW LATERAL . BLDG. FF TO REMARKS INVERT ELEV. SLOPE 8.00' SEE PLAN 6" PVC ~ SORJ5 ~:~~s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, Colffornia 92010 Processing 760-931-7700 Surveying Fax: 760-931-8660 ODo}'Con su I ton ts. com DESIGNED BY: L.S. DATE: MAY 2016 DRAWN BY: LS. G.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 161002 ENGINEER OF WORK: ~CL DATE: Ii/fl/~ TIMOTHY 0. CARROLL, JR. RCE: 55361 Xrefs: 1602AG; 16D2AUTL; _Skinner-SitePlon: 16001-Site Plon_04.26.l6; _Studiotlva-SitePl<.m: 55-Site 8ASf.:~; \602AGR0; 1602AMAP: 1602ATP; 1602AN; flreServi~eEntry J J ,/ o",./ J // / 'I "AS BUILT" G6"<?,RG O'O/IY RCE320/4 . EXP: f /31/18 __(, .1.v-:1---"18,__ r-"fiATE 259 BENCHMARK DESCRIPTION: LOCATION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT STAMPED ts J/89' CENTER OF BULB CUL-OE-SAC AT SOUTHEASTERLY ENO OF OAR/11N COURT, SOUTH OF ASTON Aff. RECORD FROM: CITY OF CARLSBAD SURvEY CONTROL POINT 62 PER R.O.S 17271 ELEVATION: 302.90 DATUM: NOVO 1929 !2(22/17 G.O DATE INITIAL ENGINEER OF WORK / / / I?\ AS-8Ull 1S REVISION DATE INITIAL DESCRIPTION OTHER APPROVAL I I DATE I INITIAL. CITY APPROVAL Q 258 Diego Gas & Electric Company / Reviewed By:~ Colleen Fino Land Manager 11-11-11.:, Date: __ _ Valid for 18 months from dote of signoture WARNING!! EXISTING HIGH PRESSURE GAS LINE TO REMAIN IN PLACE / REVISED: NOVEMBER 7, 2016 REV/SEO: SEPTEMBER JO, 2016 REVISED: SEPTEMBER 8, 2016 REV/SEO: AUGUST J, 2016 PREPARED· JUN[ 2. 2016 ' / I sr7ET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT PRECISE GRADING PLAN FOR: ASTON AV£ OFFICE BUILDING CARLSBAD RESEARCH CENTER ---i2 ' 11,. ,~ • .,,., ' AP:'i:~QN S. GELDERT ENG' EER M A~ PE 63912 EXPIRES 9/30/018 DATE DWN BY: L.S., G.M. PROJECT NO. DRAWING NO. CHKD BY: Se-P.O. 16-13 494-5A RVWD BY: \<C.. 'f' I I • ,• :, ,' , -,. 1.122016 ...., 0 ..., ...., Cl ll ~ 2 Ci) 2 C ~ CIJ m JJ Cl !