Loading...
HomeMy WebLinkAboutDWG 489-2A; PD 15-08; ONE RESEARCH CENTER; 01-08GRADING NOTES (IN ADDITION TO THE f/EQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COO£} I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREI/IOUSL Y AP PRO 1/EO 8 Y THE Cl TY OF CARLSBAD REGARDING GRAD/NC SHOWN ON THIS SET OF PLANS. 2. APPROVAL . OF THIS PLAN DOES NOT LESSEN OR WAl'IE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE Rf.SOLUTION QE CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL REI/ISE THESE PLANS WHEN NON-CONFORMANCE IS D!SCO'IEREO. J CtrtAPPROVAL OF PLANS DOES NOT RELIE'IE THE DEVELOPER OR ENCINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVEREE}-OUR/NC --GONSTRUCTION. ALL PLAN REI/ISIONS SHALL BE PROMPTl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER MLL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING Tf/E CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/ TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1, 000, 000. 00 FOR EA CH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY ''BESTS" KEY RA TING GUIDE = 5,, UNLESS.,.EXEMPTEO B"r--SECTION JOl.(b}5 OF THE UNIFO~ BUILDING COD£ RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REOU!RE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESLPLANS BY THE CITY ENGINEER DOES-NOT AUTHORIZE: ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. ,,_·8.,a.ND REI/ISIONS MLL BE MADE TO THESE PLANS MTHOUT THE WRITTEN APPROVAL OF THE CITY ENG!NEER;.-NOTED MTH/tj TH£ REI/IS/ON BLOCK, ON THE APPROPR/All''SH£"F'T'OP"0THl'°PLANS AND THE "TITLE SHEET. 9. ORIGINAL DRAMNCS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SICNED BY THE CITY ENGINEER. ,0. THE. ORIGINAL DRAMNG SHALL BE REI/ISED TO REFLECT AS-BUILT CONDITIONS B'f•·· THE ENGINEER'-OF~WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DUR/NC CONSTRUCTION. 12 WHERE TRENCHES ARE MTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.· (A} SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C} COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT MLL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR MTHIN TWO WORKING OA rS OF THE COMPLETION OF FIELD TESTS. IJ A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING •• •· ADHERENCE TO RECOMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED .. __ SOILS, MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN -ACCOROANCE MTH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS !NI/EST/GA TION. DAILY FIELD COMPACTION REPORTS MLL BE SUBMITTED TO THE PROJECT INSPECTOR. r4. A PRECONSTRUCTION Mf.f.TING 'iHA/1 BE HAD Af THE. SJTF .. PRIOR. TO TH[ BEGINNING OF WORK AND SHAii BF A TTFNDFD BY All RFPRFSFNTA TIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERI/IS/ON, TESTING ANO ALL OTHER ASPECTS Of THE WORK. TH[ CONTRACTOR SHALL REQUEST A ?RECONSTRUCT/ON MEETING BY CALLING THE INSPECTION LINE AT (160} 438-3891 AT LEAST FIVE(5) WORKING DA rS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR MLL THEN BE CONIAC]F:D.Bk THE PROJECT INSPECTOR TO COOROINA TE A DA TE AND TIME FOR THE ?RECONSTRUCTION ME£"T1NG. APP/IOI/ED DRAMNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRAD/NC PERMIT WILL BE PROl/l!JED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUFSTS OTHER THAN FOR PRFCONSTRUCTION MFFTING MLL BE MADF BY CAIi/NG THF ENGINEERING 24 HQ/JR INSPECTION RFOUFST /INF AT {760) 438-3891. INSPECTION RFOUFST MUST BE RFCEl'IED PRIOR TO 2:00 PM. ON THE.DAY BEF08FTHE INSPECTION IS NEEDED .. INSPECTIONS MLL BE MADE THE NEXT WORK DAY U/VtESS YOU R[()UEST OTHERMS£ REQUESTS MADE AE.TER 2: 00 PM. WILL 8£ SCHEDULED FOR TWO FULL WORK DA YS LA TER. - 16. THE OWNER AND/OR APPLICANT THROUGH THE DEi/ELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEi/iCES, INCLUDING SHORING, AND SHALL BE SOLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAIE ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS ANO REGULATIONS. 17. THE CONTRACT08 SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOMNG THE DESIGN or SHOR/NC, BRACING SLOP/NC OR OTHER PROI/ISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA I/INC GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NC THE PIPE !NSTALLA TION THERt!fl.,'" TH/Sa•PLAN MUST BE PREPAREOIOR ALL TRENCHES FIVE FEET (5'} OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/DR CONCERNED AGENCY PRIOR TO EXCA VA T!ON. IF THE PLAN VARIES FROM THE SHOR/NC SrSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA ADM!NISTRA TIVE COO£ THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA TION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING Pff/MIT ilf:LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. _ _19. IF ANY AE/_CHAEOLOGICAL RESOURCES ARE DISCOVERED MTH!N ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE !MMEDIA TEL Y. ANO THE PERMITTEE MLL NOTIFY THE CITY ENC/NEER OPERATIONS MLL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO lJ(b SO. _ --20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS. EARTHMOI/INC EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED CRADINC EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.· 00 A.M. AND -6:00P,M.·-EACHOA Y, MQNDA.Y.THRU FRIDAY ANO NO EARTHMOI/ING OR GRADING OPERATIONS SHALL ,BE CONDUCTED ON JYEEKENDS OR HOLIOA YS. (A LIST OF CITY HOL!llA rS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED, FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. __ 23. BRUSH SHALL BE REMOVED ONLY MTH!N THE AREA TO BE GRADED. NO TREES ARE · TO BE REMO'IE/J UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO {)RAIN. GRADING RES.UL TING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA 'IE A MINIMUM ONE PERCENT SLOPE _ .. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPRO'IED BY ~" THE CITY ENGINEER OR AS DIRECTED 8'1' THE PROJECT INSPECTOR.' 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED -ANO-il/SEOSEil.ODAT A SITE Af!?RO'IEO Of BY THE CITY ENGINEEff. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDEO MTHIN TEN (10} DA rS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. -- GRADING NOTES CONT. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 489-2/, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING 0/REC TOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORO!NA TE THE WORK OF THESE GRADING PLANS MTH THAT SHOWN ON BOTH THE LANDSCAPE ANO !RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE MTH lllE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED MTH!N TM:NTY FEET OF BUILDING . OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE MLL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. · 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND} MTH!N THE PROJECT SITE SUFF!CIENTL Y AHEAD OF GRAD/NC TO PERMIT THE REI/IS/ON OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT MTH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK MTH A COMPANY REPRESENTATIVE. UNDERGROUND SERI/ICE ALERT (800)422-4133 PACIFIC BELL (800)660-7343 SOG&E (800)892-0123 TIME WARNER CABLE (160)438-7741 COX COMMUN/CA TIONS {760 }806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN} (160)434-2980 CITY OF CARLSBAD(SEM:R, WATER & RECLAIMED WATER} {760)438-2722 • SAN D!EGUITO WATER DISTRICT {760)633-2650 , LEUCADIA WASTEWATER DISTRICT (160)753-0155 • VALLECITOS WATER DISTRICT (160)144-0460 • OLl'IENHA/N WATER DISTRICT (160)153-6466 • BUENA SAN/TA T10N DISTRICT {760)126-1340 • AS APPROPRIATE ' JJ PERMIT COMPLIANCE REQUIREMENTS.· A. FOR CONTROLLED GRADING THE APPLICANT HIRES A C/1//L ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADI/ICE, OBSER'IE AND CONTROL THE WORK IN PROGRESS {15. 16.120 A.BJ CARLSBAD MUNICIPAL CODE 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOMNG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER I/IA THE PROJECT INSPECTOR /15.16.120 A.IOj CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERI/ISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND !RR/GA TION ARE INSTALLED IN CONFORMANCE MTH CITY COOE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENC/NEER/NC DEPARTMENT}. (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEAR/NC CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE MTH THE REQUIREMENTS ANO RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY 5VPPLEMENTS THERETO. (4) REPORT MTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED MTHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES MLL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED "GEOTECHNICAL !N'IESTIGAT10N -PROPOSED PARKING LOT DEVELOPMENT" PREPARED BY NORCAL ENC/NEERING DA TED 08/31/2015 SHALL BE CONSIDERED AS A PART OF THIS GRAD/NC PLAN. ALL GRAD/NC SHALL BE DONE IN ACCORDANCE MTH THE RECOMMENOA 7/0NS AND SPECIF/CA T!ONS CONTAINED IN SAID SOILS REPORT. SOILS ENGINEER CERTIFICATE I, KEITH 0. TUCKER, A REC/STEREO CII/IL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PR£VALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETM:EN THE DA TES OF 08/21/2015 AND 08/31/2015. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, MTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER -v ;: ~ ~:-I , , A , , P. .,# SIGNED: ~ 1 ,,v ~ _. - R.G.£ NO.: 841 -'-'---- DA TE.· LICENSE EXP/RA T!ON DA TE: 12/31/16 OWNERS CERTIFICATE I {WE} HEREBY CERTIFY THAT A REGISTERED SOILS ENC/NEER OR GEOLOGIST HAS BEEN OR MLL BE RETAINED TO SUPERVISE OVER-ALL GRAD/NC ACTII/ITY ANO ADI/ISE ON THE COMPACT~/\)INT NAME BELOW LI~;{ I ( r ~ BY.· AAtrllOAIY SS'/J"AS DATE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE 01/ER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAMNCS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. OMEGA ENC/NEER/NC CONSUL TANTS 4340 1//EWR/DCE A VE. SUITE 8 SAN DIEGO, CA 92123 PH: (858} 634-8620 BY.· --=LJ-==--.,:·· =-=-=~+.---!--✓ ~~~ ANDREW~ R.C.£ N0.: _____ ~5~0~94~0_. ___ _ DATE.· /-/9../t, EXPIRES.-9-30-17 P: \OIIG OMEGA \0327 One Research Center Corlsbod\ACAD\GRAD!NC\0327 GPO! COVER.dwg 11/23/2015 5:52 PM REFERENCE DRAWINGS owe J69-2F_1 owe 405-1_1_0011 owe 429-9 . DWG 250-9 DWG 212-8 LIST OF ABBREVIATIONS AO = AREA DRAIN BW = BOTTOM OF WALL CL = CENTER LINE CO = CLEAN OUT CY = CUBIC YARDS (') = DEGREES E = EAST OR EASTING EA = EACH EC = EXIST/NC GRAOF EL = ELEVATION EP EX (') FF = = FG = FL = CB = CR = HOPE= EDGE OF PA 1/EMENT EXISTING FEET OR MINUTES FINISHED FLOOR FINISH GRADE FLOW LINE GRADE BREAK GRATE ELEVATION HIGH DENSITY POLYETHYLENE (") = IE = N = p = PCC = PE = PVC = PVT = R = RD = R/W = SD = SWR = TC = TF = TYP = TW = WM ~ EARTHWORK QUANTITIES INCHES OR SECONDS INVERT ELEVATION NOR TH OR NOR TH/NC PAVEMENT GRADE POR TLANO CEMENT CONC. PROFESSIONAL ENGINEER POL YI/INYL CHLORIDE PRIVATE RADIUS ROOF DRAIN RIGHT OF WAY STORM DRAIN SEM:R TOP OF CURB TOP OF FOO TING TYPICAL TOP OF WALL WATER METER CUc-__ ~2~4~44~_CY EXPORT.· 2 008 CY FILL: 435 CY REMEDIAL: 833 CY !MPOR T.· O CY EARTHWORK NOTE: THE EARTHWORK QUANTITIES REFLECTED HEREON SHALL BE FOR BOND/NC PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF SEPARATE EARTHWORK TAKEOFF TO ENSURE BALANCING OF SITE GRADING. SHEET INDEX SHEET or --TITLE SHEET SHEET 02 --NOTES SHEET SHEET OJ --GRADING + DEMOLITION PLAN SHEET 04 --UTILITY PLAN SHEET 05 --HORIZONTAL CONTROL PLAN ; SHEET 06 --EROSION CONTROL PLAN SHEET 07 --DETAILS SHEET SHEET 08 --BMP MAP POST-CONTSTRUCTION BMP TABLE PALOMAR AIRPORT RD VICINITY MAP NOT TO SCALE SITE ADDRESS: 2382-2386 FARADAY A VE CARLSBAD, CA 92008 I R AIR7:0RT~~ v \PALOMA '.J ---------~ ,,. "' s:i I <J i";:j ASSESSOR'S PARCEL NUMBER: 212-062-17 & 18 LEGAL .DESCRIPTION PARCELS I AND 2 OF PARCEL MAP NO. 16317, IN THE CITY OF CARLSBAD, COUNTY OF SAN-DIEGO, STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN D!l;_CO-COUNTY, DECEMBER 6, 1990 AS INSTRUMENT NO. 90-652174 OF OFFICIAL RECORDS. TOGETHER WITH VARIOUS EASEMENTS RIGHT ESTABLISHED IN ANO AS DISCLOSED BY DOCUMENTS RECORDED JUNE 29, 1988 AS INSTRUMENT NO. 88-313420; RECORDED OCTOBER JO, 1987 AS INSTRUMENT NO. 87-614047,· RECOROEO SEPTEMBER 17, 1990 AS INSTRUMENT NO.S. 90-507856 ANO 90-507857, ALL OF OFFICIAL RECORDS. VERTICAL BENCHMARK: DESCRIPTION.· CLSB-108, 25" DISK IN DRAINAGE BOX INLET ON NORTH S!OE OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE ELEVATION.· 246.430' {NGVD 29) SOURCE-CITY OF CARLSBAD SUR'IEY CONTROL NETWORK (ROS 17211) SOURCE OF TOPOGRAPHY: FIELD SURVEY PERFORMED BY OMEGA LANO SUR'IE'f/NG, INC. ON JULY 17-31, 2015. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CCSBJ (1999.92} GRID BEARING BETWEEN STATIONS "CLSB-061" AND "CLSB-/08" BEING N 52· 01' 53" E, AS PUBLISHED IN CITY OF CARLSBAD SURVEY CONTROL, RECORDED AS RECORD OF SURVEY 17211. BOUNDARY NOTES: THE RECORD BOUNDARY SHOWN HEREON IS BASED ON PARCEL MAP 16318 ON FILE IN Tf!E OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. SAID BOUNDARY WAS PLACED ON RECORD CENTERLINE DATA PER PARCEL MAP 14258 AND PARCEL MAP 14461 ANO MAP 15333 ALONG FARADAY A 1/ENUE SAID RECORD BOUNDARY WAS THEN PLACED ON COMMON TIES TO CCS83 CONTROL POINTS AS SHOWN ON MAP !533J NO LOCAL BOUNDARY MONUMENTS M:RE FOUND OR SET FOR THIS SURVEY. ANY CORNERS FOR WHICH MONUMENTS M:RE NOT FOUND OR SET RAISES THE PROBABILITY OF UNCERTAINTIES IN BOUNDARY LINE LOCATIONS. ~\!JM[EGA. ENGINEERING CONSULTANTS 4340 VIEWRIDGE AVE. sunx JJ SAN 011;·Go, CA 92123 PH:(858) 634-8620 FAX-(858) 634-8627 11 AS BUIL =f"_/1---- 4,,_L,~~ 9-/9¥i RCE&'>940 EXP°9•JO-/? . DATE , . WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUC7/0N OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLU !IONS ANO ORDINANCES CITED ON THESE PLANS. THE GRAD/NC WORK SHALL BE PERFORMED IN ACCORDANCE MTH FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J THIS SET OF PLANS 4. RESOLUTION NO. NIA 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC7/0N (GREEN BOOK) 6. SOIL REPORT AND RECOMMENDATIONS BY NORCAL ENGINEERING DA TEO 8/31/2015 7. THE SAN DIEGO REGIONAL STANDARD ORA fl?NGS ANO AS MA Y BE MODIFIED 8 Y THE CITY OF CARLSBAD STANDARDS. 9. STORM WATER MANAGEMENT PLAN PREPARED BY OMEGA ENGINEER/NC CONSULTANTS, DATED 11/10/2015 SWMP 15-18. 10. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION EXISTING PROJECT BOUNDARY RIGHT OF WAY. CENTERLINE. SETBACK DWG.NO. EXISTING CONTOUR . . . . . EXISTING SANITARY SEWER & MANHOLE EXISTING WA TER . EXISTING FIRE HYDRANT ASSEMBL Y EXISTING WA TER METER . . . . . EXISTING STORM DRAIN EXISTING STREET LICHT EXIST/NC CURB & GUTTER. EXISTING BUILD/NC PROPOSED LIM/ TS OF WORK GRADEBREAK . . . . . SAWCUT. ..... . PROPOSED CONTOUR. . . . . . PROPOSED PERCENT SLOPE . . SYMBOL -------- , ~ ••••< ·" -~ •-•·•"'• >" .. ' ---111- -111- - ---@ - 5.00% -0 CONSTRUCTION NOTES: NO. DESCRIPTION S'fMBOl QUANTITIES UNITS 0 0 0 0 0 0 0 0 6" CIJRB & G/JITER PER SORSO G-1 6' CURB PER SORSO G-1 o• CURB PER SORSO G-1 CURB OPEN/NC & SP~LWAY CMU RET WALL PER SORSD C-6 J' It/DE PCC RIBBON CU/TER EB DISABLED PARK/NC STALL PER SORSD M-27, M-28, !/-29 PARKING STALL STRIPING GRADED SLOPES TRUNCA TEO DOMES PER SDRSO C-30 4' P.C.C. SIDEWALK, SORSO G-1, G-9, C-10, G-11 AC Pl/MT T.l.=5 (J5' AC/ a• BASE PER SOILS REPORT) (') ( '14' RIPRAP, /2 BACKING, 5x5, Tl=l.5 THICK It/TH F!Ll[R FABRIC _)., (: \ , P[RSORS00-40 "NLF.£S ~TliE:l'I.WI~,: N01i;.D , @'-srmlf ORAIN7/EAOWALf S9/15Eff)-,3~. J___,, '7}:_j ____, ® STORM DRAIN CLEAN OUT --' ~_.. fli ® MOO!FIEO T'tPE B CURB INLET Eti ® STORM DRAIN SIZE PER PLAN &: SDRSD 0-60 ® P[RFORA TED SUB-DRAIN SIZE PER PLAN @) 18" CRA TEO INLET STRIJCTIJRE PROPOSED BROOKS BOX ® REMOVE EX SO INLET (T'r?.} @ R[!/OVE EX. PCC Pl/MT @ REMO'rf EX UNOSCAPING (T'fP.) @ REMOVE EX. SIGN @ REMOVE EX STORM DRAIN @ REMOVE EX. RETAINING WALL BMP LINER PERIMETER (LOCATION OF VERTICAL LINING} CURB OPENING ANO SPILLWAY It/TH LINER A TTACHEO E-fJ E9 170 LF 570 LF 55 LF 2 EA /JO LF . SF J EA II II II !!=m SF SF 1 · · · · · · · · · · · · · · 1 ........ ., ....... . ..... ,., ........ .. /1,100 SF ! 1,853 SF 4 EA I EA 0 5 EA I EA 156 LF ml J EA 7 EA I EA 225 LF JOO LF 640 SF I EA 65 LF STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMOODIFICATION? REV;;Jf D~. < /!//JI i J ,, • =!L/--- I NS PE CT □ R @ CABLE RAILING PER CAL TRANS STANDARD PLAN 811-47 /D-18:-!b ® BMP /WATER QUALITY SIGN (DETAIL ON SHEET 2) ~., , 0 J EA D STANDARD STDRMWATER REQUIREMENTS ~ PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP DYES (SEE ~ND SWMP FDR DOCUMENT A TI□N) MAINTENANCE SHEET ND, AGREEMENT MAINTENANCE FREQUENCY AS NEEDED, DATE (jj) TRENCH RESURFACING PER CITY OF CARLSBAD GS-26, 27 &: 2f, .z.S --?£/\ --28 SF SHEET 1 CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: 8/0R[TEN/ON FIL TRA 1JON THROUGH ENGINEERED SOIL PROPERTY OWNER BMP MAINTENANCE AGREEMENT 3, 7, 8 MIN. 81-ANNUALL Y t----+----1-----------------+---+--___j __ ___j __ _ ONE RESEARCH CENTER TITLE SHEET CUP PUD 1'/Zf,Jl1 Ar,l ll'. ~1'\ 2 ,.+c:. i!~IC!\INA-LL' DATE INITIAL ENGINEER OF WORK REVISI□N DESCRIPTION , DATE INITIAL DATE INlllAL 011,ER APPROVAL CITY APPROVAL A-IJ';~~~'dJ nf_ rJN S. l/4.,..,Y LJd[li. I· ZS • l,0/1, CITY E~GINEER R.C.E_,6~39_1_2_E_X_P_IR_E_S_9/_3_0_/_2_0_16 DATE GELDERT g~~D s;~, ~t,~GA I PROJECT NO. I DRAWING NO. RVWD BY: I;,:--_ . PD15-08 489-ZA ~-------- --,--- ' ' ' I 0 :0 i 2 G) 2 C s: to m :0 0 D § 2 G) 2 C s: ID m :0 CJ I 2 G) 2 C ~-- .---------------------------=--------------------------------------------------------------- SPECIAL NOTES SPECIAL NOTES TH£ FOLLOWING NOTES AR£ PROVIDED TO GIVE DIRECllONS TO THE CONTRACTOR BY TH£ ENC/NEER OF WORK THE CITY ENGINEER'S S/GNA TURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEITHER THE OWNER NOR TH£ ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULA T/ONS. THE CONTRACTOR 51,!ALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAw.5 ANO REGULATIONS. ' 2. LOCATION ANO ELEVATION OF IMPfl,OVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONARMED BY AELD MEASUREMEN[S PRIOR TO CONST/?UCTION OF NEW WORK. BEFORE EXCA VA llNG FOR THIS CONTRACT, I VERIFY LOCATION OF UNDERGROUND UTIL/llES. J. THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STl?UCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY ANO MAY NOT REFLECT ALL EXISllNG UTIL/llES. LOCATIONS OF ALL EXISTING UTILITIES SHALL BE CONFIRMED BY AELD MEASUREMENTS. PRIOR TO CONSTRUCTION CONTRACTOR OF WORK TO PERFORM EXPLORATORY EXCAVATIONS IN ORDER TO PROVIDE SUFACIENT TIME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT RE'IISIONS. , i 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON ANO ANY OTHER EXIST/NC LINES NOT OF RECORD OR SHOWN ON THESE PLANS. 5. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKALL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPEC/RCA TIONS. ' AS DEANED IN ANO LIMITED IN SECTION 6735.5 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA. ' 6. SAFETY FENCES SHALL BE PROI/IDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER. 7. CONTRACTOR SHALL ADJUST EXISTING WATER VAL VE COVERS, CLEANOUT CO'IERS ANO SEWER MANHOLE COVERS, ETC., TO GRADE WHERE NECESSARY. 8. THE BOTTOM OF ALL EXCAVATIONS SHALL BE OBSER'IED BY A GEO TECHNICAL ENGINEER. 9. CONTl?ACTOR SHALL CONFIRM ALL EXISTING FACIL/llES TO BE REMOVED/REPLACED/ RELOCATED FOR INSTALLATION OF ALL PROPOSED IMPROVEMENT5. 10. CONTRACTOR TO REMO'IE/REPLACE/RELOCA TE ANY LANOSCAPING/HAROSCAP!NG WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FIJNCllONING OF THE PROPOSED IMPROVEMENTS. II. THE CONTl?ACTOR SHALL UNCO'IER ALL UT/L/77£5 THAT MAYBE JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL ANO VERTICAL LOCAllON PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENG!NEER's ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCT/ON OR RELOCA T/ON COSTS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAIN/NC, RELOCA llNG, ANO OR REMOVAL OF EXISTING UTILITIES. 13. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH IMPROVEMENT EQUAL DR SUPERIOR. 14. CONTRACTOR SHALL POTHOLE ALL UNDERGROUND UT/L/llES TO BE CONNECTED TO, CROSSED OR GRADED OVER PRIOR TO ANY CONSTRUCTION. 15. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR IS TO COOROINA TE PLANS WITH ALL OTHER DISCIPLINES AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEi/ELOPER TO ACQUIRE ANO ENFORCE ALL NECESSARY TRAFRC CONTl?OL PERMITS NEEDED TO SAFELY CONDUCT WORK IN THE PUBLIC RIGHT OF WAY. CONTRACTOR OR DEi/ELOPER/OWNER MUST COOROINA TE ALL TRAFAC CONTl?OL WITH THE AGENCY OF JURISDICTION. 17 ALL PROPOSED STORM DRAIN FACILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. 18. LOCATION ANO ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY AELD MEASUREMENTS BY THE CONTRACTOR PRIOR TD CONSTRUCTION OF NEW WORK. 19. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON ANO ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 20.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE COND/llONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS ANO THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 21. CONTRACTOR SHALL CONSTRUCT AREA DRAINS ABOvf FINISHED GRATE ELEVATION AND ARE TO BE ADJUSTED TO MATCH AN/SHED LANDSCAPE ANO PROl//0£ POS/771/E ORA/NACE, SHALL ANY DISCREPANCY ARISE THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF WORK IMMEO!A TEL Y. 22. CONTl?ACTOR SHALL MAKE ALL NECESSARY UNDERCUTS FOR SOIL AMENDMENTS, SOOS ETC. TO ENSURE FINISH GRADE ARE ESTABLISHED AS IND/CA TED ON THESE PLANS. 23. CONTRACTOR SHALL EMPLOY JND/11DUALS WHO ARE FAMILIAR WITH ALL CODES RELATED TO THE VARIOUS AREAS OF WORK AND CONSTRUCT THE INTENT OF THESE PLANS TO MEET ALL LOCAL, STA TE ANO FEDERAL REQUIREMENTS. 24. DURING ACT/11: CONSTRUCT/ON, AREAS SHALL BE WATERED TO REDUCE FUG/771/E DUST. 25. CONTl?ACTOR SHALL COORDINATE PIPE SLEEWNG THROUGH WALL WITH ARCHITECT. EROSION CONTROL PLANTING ANO /RR/GA TION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA T/ON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS ANO THE FOLLOWING: A. HYDROSEED/NG SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO 'IERTICAL) OR STEEPER WHEN THEY ARE: a. !HREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STl?EET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOWING CONO/llONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCllON OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY v/SIBLE TO THE PUBLIC. c. HA 'IE ANY SPECIAL CONO/llON IDENTIFIED BY THE CITY ENGINEER THA T WARRANTS IMMEDIA TE TREA TMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CON'IENTIONAL SYSTEM OF LOW PRECIPITAllON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROWDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE !RR/GA TED AS APPROVED BY TH£ CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROl//0£ !RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. /RR/GA 770N SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDEO GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE OF ROSE CLO VER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF D/MORPHOLECA g. ITEMS c,d.e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT 'I/SIBLE FROM EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE !NOCULA TEO WITH A NITROGEN AXING BACTERIA ANO APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEOING. UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIACAT/ON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONT/?ACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED ABER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT TH£ RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEOING BY.· 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF!CIENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONO/llONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROWDE A DAMP BUT NOT SATURATED 5££0 BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROWOEO WABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROWOE A 1//GOROUS GROWTH UNTIL TH£ THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. AN0R£WJ.KANNRC.E.50940 MY REGISTRATION EXPIRES 9-30-17 l-/f-/? DATE TEMPORARY EROSION CONTROL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARIA SOLANA AT (114) 990-2100 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING [HE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEi/iCES WHEN RAIN IS EMINENT. J. DEi/iCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. TH£ CONTRACTOR SHALL INSTALL AOO/llONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL 8£ RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONO/llON. 7. ALL EROSION CONTROL MEASURES PRO'IIDEO PER THE APPROVED GRADING PLAN SHALL BE INCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 1/-fE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT Tl-IE ENO OF EACH WORKING DAY WHEN THE AV£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%}. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERM/NAT/ON OF HYDROSEEOEO SLOPES FAIL TO PROWOE EFFECTl'IE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTl?OL HANDBOOK OF Tl-IE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. ~"1!/MEGA, ENGINEERING CONSULTANTS 4340 V!HW!l!DCE AVE. SUITE B SANDfFGO, CA 92[23 PH:(85/i) 634-8620 FAX.·(858) 634-8627 DATE INITIAL ENGINEER OF WORK WATER QUALITY SIGNAGE DETAIL PERMANENT WATER QUALITY TREATMENT FACILITY KEEPING OUR WATERWAYS CLEAN MAINTAIN WITH CARE -NO MODIFICATIONS WITHOUT AGENCY APPROVAL DATE INlllAL DATE INlllAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR SHEET I CITY OF CARLSBAD I SHEETS I 2 l::NGINEERING DEPARTMENT 8 GRADING PLANS FOR: CUP ONE RESEARCH CENTER NOTES SHEET PUD //PRC JE ·, t, ~ON S. kc/4~"4~~~=-=-=--===--~-c,c= I· Z-5, Z 01(, CITY-'~NGINEER R.C.E 63912 EXPIRES 9/30/2016 DATE GELDERT DWN BY: OMEGA I PROJECT NO. I DRAWING NO. CHKD BY: .,C.C.. · RVWD BY: Kc;. PD15-08 489-2A ~-------~ i 11! ' 11! 11! 11! I ' CJ I 2 (j) 2 C s: Ill m Il CJ Il ~ 2 (j) 2 C s: ttJ m JJ 0 ll § 2 (j) 2 C ~ ~ ll \ PRIOR TO ANY CLEARING OR CRAO/NC CONTRACTOR SHALL POTHOI.E EX. GAS ANO NOllFY ENC/NEHI OF RECORD TO OBSERV[ ANO S/JRV[Y EXACT LOCA 110N. CONTRACTr:¥? SHALL POTHCU TO DETERMINE EXACT LOCATION OF RBEll OPllCS UN£ CONTRACTr:¥? SHALL RB.OCA TE AS REQIJIREO ' _\ \ ' \ \ \ \ t\, .cY, '\ , ' .. \ ~ \ ·p • \ ~,>~/'\\,_, \ '. -~·. ' t \ \ . ' EX S!J INLET '.-_, ' .,,/··•·•°'P" _,,,-/ ,_.,- _.,-;,~ ~ _,,,f''~:~.,,,,,,.·' ,, BMP TABLE DESCRIPTION: 8/0RETENTION OUANTIT~· 1,853 ANDREW J. KANN R.C.£. 50940 MY REG/STRATTON EXPIRES 9-J0-17 f-27-/G DA1E ENGINEERING CONSULTANTS 4340 VJEWRJDGE A VE. SUfJ'fo B S1lN DIEGO, C4 92123 P!f.(858) 634-8620 F1LX(858) 634-8627 r 11\ NEW DETAILS ADDEO i--i-•-->-tR,"A'i'E"hVISE NORTHWESTERY COURTYARD ----I 0 CONSTRUCTION NOTES: NO. DESCRIPTION S'fMBOL QIJANTITIES UNITS (!) 6" CURB &-GUTTER PER SORSO G-1 170 LF 0 6" CURB PER SORSO C-1 570 LF 0 o• CURB PER SDRSO C-1 55 LF 0 CURB OPENING &-SPILLWAY 2 EA 0 CMU RET WALL PER SORSO C-6 /JO LF 0 J' IIIOE PCC RIBBON CUTTER E9 81 SF 0 GRADED SLOPES ® TRUNCATED DOMES PER SORSO G-30 iim 120 SF SF .,•-"•-"--.,_/'< '14 RIPRAP, 12 BACK/NC, 5x5, Tt-1.5' Tt/lCK 111Ttl RLTER FABRIC . a@ !'ER Si!Rso 0-40. UNLESS OTHERIY/SE NOTED " ~ ,/,. l'lj)ll.,_,,,A REMOVE EX PCC PVl,/T REMOVE EX. LANDSCAPING (TYP) REMOVE EX SIGN REMOVE EX STORM DRAIN REMOVE EX RETAIN/NC WALL BMP LINER PERIMETER (LOCATION OF VERTICAL LINING) CURB OPEN/NC ANO SPILLWAY It/TH LINER A TTACHEO ffi E9 CABLE RAIL/NC PER CALTRANS STANDARD PLAN 811-47 BMP / WATER QUALITY SIGN (DETAIL ON SHEET 2) GRADING NOTES: I. CONTRACTOR SHALL BEGIN GRAD/NC A 25:l SLOPE AT RIGHT.OF WAY. EASEMENTS NOTES I r Q 4 EA 7 I EA 225 LF JOO LF 640 SF I EA 65 LF J EA BASED UPON 7171£ REPORT ORDER NO. 0001209/-994-X-49, OATEO ,JJLY 28, 2015 ANO PREPARED BY (J//CAGO 1171£ COAIPANY. 0 AN EASEMENT FOR CONDUITS ANO CABLES FOR POIIER TRANS/,//SS/ON ANO COAIMUN/CA 110N PURPOSES TOGETHER HfTH THE RIGHT OF INC/lfSS THERETO ANO THEREFROAI ANO /NC/OENTAL PURPOSES, RECOROEO MARCH ta 1986 AS INSTRUMENT NO. 86-092689 OF OFRC/AL RECORDS (PLOTTED HEREON) 0 AN fASEl,([Nf FOR PUBLIC UTIUTTES ANO INCIOENTA/ PURPOSES, RECOROEO MARCH 27, 1986 AS INSTRUMENT NO. 86-117519 OF OFFICIAL RECORDS (PlOTTEO HEREON) 0 AN EASEMENT FOR INGRESS, £CRESS ANO UTILITY PURPOSES ANO INC/OENTAL PURPOSES, RECOROEO OfCfJ,/BfR 6; 1988 AS INSTRUMENT NO. 88-6223/6 OF OFRC/AL RECORDS (PLOTTED HEREON) C/--ltJ-1~ "RPa'6D94o F="/P 9-'30-17 SHEET CITY OF CARLSBAD 3 ENGINEERING DEPARTMENT GRADING PLANS FOR: CUP ONE RESEARCH CENTER GRADING 8. DEMOLITION PLAN PUD APPROVED// JAS~~~;t-filPERT {/4. , ~ c1,z1-,zo4 DATE 4~W~A$ !/f[VfS[NORm~~=S~lli=m~Y~R,-'E=~=~=~-~C~W,~W~L-+-::-=--l-cc~+~~IU"T/\U'+c'~~~:,--, DATE INITIAL DATE INITIAL bATE INITIAL CITY ENGINEER v R.C.E 63912 EXPIRES 9/30/20"6° OWN BY: ~GA PROJErr NO. DRAWING NO. 489-2A I t:NGINEER OF WORK REVISION DESCRIPTl□N OTHER APPROVAL CITY APPROVAL CHKD BY: PD15-08 RVWD BY: I ' ii I I i I 1: I' ., I ! ' I 0 :D § 2 Ci) 2 C s: CD m '.lJ 0 :D ):> ~ 2 Ci) 2 C ~ CD m '.lJ 0 i 2 Gl 2 C s: IJJ m :0 I ~ ,______, I I I Co iW I 0 ~ '""' 00 00 CD~ •:;; NCD ' ~ ' GRAPHICAL SCALE: I' = 20' -~--~ MY R[GISmAnON EXPIRES 9-J0-17 0 (0 20 -10 60 I . I I, ., •·•( WALL 10 ACCO/,/MOOA TE 12' RCP. THE PATCH SHALL . \ MATCH THE EX/S7/NG A-l CI.EANOIJT MATERIAL "=-.._ ~-~ ~ ..,..._ ,,,_ ,,.., . ..... ._........ ------,-Y -~,_,.--~---"-.... ,,. _ _...... M[EGA ENGINEERING CONSULTANTS 4340 VJEWR!DGE AVE ~U!FE B SAN DIEGO, CA 92123 l'H:(858) 634-8620 /AX '851!) 634-8627 4 '26 !6 AJK DATE INITIAL ENGINcrn OF WORK MOVE EX 15 SD PER POTHOLE INFO ADD A-4 CO ADD J AREA DRAINS ADD 12 HOPE SD MOVE BIO BOX 'fLETE 18 RCP CONN IN STREET. REVISION DESCRIPTION / DATE 0 CONSTRUCTION NOTES: NO. OESCRIPTION ··-~· S'fMBOL QIJANTITIES UNITS . @ STORM DRAIN Sil[ PER PLAN & SDRSD D-60 @ PERFORATED SUB-DRAIN Sil[ PER PLAN 156 ® 18' GRATED INLET STRUCTURE PROPOSED BROOKS BOX J ~ .. ..,_.__,,._ ~ ... ,....-~"'------~--.. /~"'-',,,./""•-.......... /'="'--".,-,,,-,~"'~..,,~•---•~. y V -V-V ...-, -,. ·",.--w-.. .._ . ..,.,_, 0STORM DRAIN DATA PRIVATE ) NO. BEARINC,1/)ElT,4 RADIUS LENGTH REMARKS ·) I NIJ' 41' 16"W 14.82' 8' HOPE (T'IP) (. 2 S02' 40' Ol"E 12.62' 8" HOPE (T'IP) J S02' 44' JJ'W IJ.08' 12' HOPE (T'IP) 'c( 1--4--l---S1._'2_' _08_'-JJ_"_W--l------l-8-'2-.4-0'+-:_;T_H~-1):_!_(_T_'IP_~ _________ ' NOT USED ( NOT USED ~ ( 1--+-----+---+---+'-"NO~T~U=SE,~0 _________ 7 ( NOT USED , (, II N74' 02' Ol"W 32.60' 6 HOPE T'IP 12 S71' 27' 22'W 2J. 77' 4" PERFORATED SUB-DRAIN /J S77' 27' 22'W /JI.JO' 4' PERFORATED SUB-DRAIN t_ 14 N 06' 21' 1rw 1855' 12· HOPE 2· ;;, 10 N52' 24' 03"W 38.23' 1~• RCP ( ~ )~• 15 N14' 00' J4"W 7.83' J' PVC TYP INITIAL "AS '{3UIL,;, _4tr,Juq/~ 12.0r. 6o94D 1::.xP//-3'>~/7 SHEET CITY OF CARLSBAD 4 ENGINEERING DEPARTMENT GRADING PLANS FOR: ONE RESEARCH CENTER UTILITY PLAN CUP PUD CITY ENGINEE PROJECT NO. LF EA OTHER APPROVAL CITY APPROVAL DWN BY: OMEGA CHKD BY:_~_ RVWD BY: _1',C PD15-08 DRAWING NO. 489-2A 111 :I 11 " 0 D ~ 2 C) 2 C s: m m ' D I I l I w J> ~ 8 0 J ~ :8 D mo ~ Oo _ Be El non z ::rJ -1 "' OJ [JJ " -< 2 "~· 'i > (i') ;!! ~z ~ 7fTl 2 ~ c2: a~I C 'mo ~!B-u s: z OJ [n n1 OJ<" [IJ 1~; m :0 "' ~ . ~ ! 0,1::i,17) .... ca;e 00 ca; ~ )>g ' I' , . 0 GRAPHICAL SCALE: 1• = 20' -~--......., 60 NN R. C.E. 50940 MY REG/STRATTON EXP/HES 9-J0-17 I . .f. -i ""''.,.,,.-•·-:::::-•$>'~-- MEGA ENGINEERING CONSULTANTS 4340 VIEWRJDG£ AVE SUITE B SAN DlhGO. CA 92123 · l'H:(858) 634-8620 FA)(:(858) 634-8627 \ I ' ! ' J 11\ REVISED CONSTRUCTION NOTES ( _,, ~ 0 CONSTRUCTION NOTES: NO. OESCRIPTION S'tl./BOL QUANTITIES 0 ~ ~ :;j DISABLED PARK/NC STALL PER SDRSD 1./-27, 1./-28, 1./-29 Iii! J © PARKING STALL STRIP/NC - •-V' ..,,.., • ._,,,_ -""'~ •--u•~ -----~ .,,,...,, . ...., __ ,.~---, .,, ..... ,."·· . -~··· •<,, ,...,.,,j ~,-,_ .. .,_.,.~ ... ®. . Jr~>;_. \.\k ;_.'. :j~:~;;:;;:~ -· -1,780 . 4" P.C.C. SIDEWALK, SORSD G-7, G-9, C-10, C-11 A ~..,..-x.__ _______ , ..-\ _-., __.,.._ --~---... ® [· . > >> > >I -AC PVI.IT U=5 (15' AC/ 8" BASE PER SOILS REPORT} (') 11,700 ... @ B!ORUENT/ON BASIN ~ i • • • • ;-~-; . • ·1 1,853 --, . -. . . . ' . -,, -·-. -. --~ ,-. -•-.l .®_ J!Me..i.. WA][R _O!fA1!J! S/CN {£El1j!c,f!N 5!!f[!.J}__, _,,.-,_~ 0 J ·----.__ -~~--. ® V#~./1 TRENCH RESURFACING PER CS-25 220 --_,.,, . __ ,, .. -'-----"~ (') RNAL PA 1/EMENT SECTION DETERMINED AFTER ROUCH GRADING AND BASED ON IN-SITU ii" v,,, 'IE TEST/NC, TRENCH RESURFACING PER CITY OF CARLSBAD CS-27 CS-26 & CS-28 UNITS EA - SF ,r SF SF EA ------ SI' EASEMENT NOTES BASED UPON TITLE REPORT ORDER NO. 00042091-994-X-49, DA TED JULY 28, 2015 AND PREPARED BY CHICACD TITLE COMPANY. 0 AN EASEMENT FOR CONDUITS ANO CABLES FOR POWER TRANSMISSION AND COMMUN/CATION PURPOSES TOGETHER YtlTH THE RIGHT OF INGRESS THERETO AND THEREFROM AND INCIDENTAL PURPOSES, RECORDED MARCH 10, 1986 AS INSTRUMENT NO. 86-092689 OF OFACIAL RECORDS (PLOTTED HEREON) 0 AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED MARCH 21, 1986 AS INSTRUMENT ND. 86-117549 OF omCJAL RECORDS (PLOTTED HEREON) 0 AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 5, 1988 AS INSTRUMENT NO. 88-622316 OF OFRC!AL RECORDS (PLOTTED HEREON) 11 AS 6UlL1" tUu-f f4--'r-19-I& ;R_(e'5o'l40 !=XP C/~3o-17 PAYE: ;o-1/f-U DA.TE SHEET CITY OF CARLSBAD 5 ENGINEERING DEPARTMENT GRADING PLANS FOR: CUP ONE RESEARCH CENTER HORIZONTAL CONTROL PLAN PUD APPROVED:/f JA~,P~tiLDERT lk, A~ lJ·Z'lZ.016 4/26/16 AJK li[V/SF!J NORTHlfl~S=TEi=l?,~1~Y~C=-O=VR~TY,~:4=Rl~1 ---+---++---1lf-'l""'II.J;...,_::t--'-'-lll,'+-'ll.-'-.v--1 DWN BY: OMEGA PROJECT NO. DRAWING NO. f-_D_ATE ___ ~IN_ITI~ DATE. INITIAL DATE INITIAL CHKD BY: l(C, CITY ENGINEER/R.C.E 63912 EXPIRES 9/30/2016 DAIT ENGINEER , ... WORK REVISION DESCRIPTION OTHER :APPROVAL CITY APPROVAL RVWD BY: (.u: PD1 S-OB 489-2A _:::i ______ __J_~:::::'.'.:~~~~===~~============~~~ 0 D ~ z GI z C: ~ OJ m ::0 t:l D ~ z G1 2 C ~ OJ m ]::J t:l D i 2 (j) 2 C: ~ OJ m D .. I ! i • I ' I I - ---I I ., -.; i I f .. i b : \ r ' I I I ,-., ,, 0 ·.:.;f P;;,,,"'2:0~1, tc:·:: .:7 tr /1 l' ,1 ' INlET PHOTECIKJi <· c•,,. (SC-ffl • ''t <lf ~-•-;"t-.;g,-... ~"--~:'.'.:i~l~~r11.f .:./ -t ! j ' a-•'"""-·-"'· l ····+•• ................. (SC-1). ,-·-·-ov.,,~ .. ~--., .. :. /. ' ' ,, .. ,,., ..... , ....... t·-··· ,., . --' ~ .. , .. .. ----,_ .. , • ·-, ·--' .... ··-····· 'iitii.PN/Jtftfl --., . : -' " ···· ··· , , .. · . , ~~:·:.·· ·t:: : ::::· :,~ .. :~ .: :·= , .. ·-__ .. (SC-10 ..... ~ _ .... i I ' i l i i .... F ... ., ... ~~·-·---::.=· -· ···-••.. . ................ ·- . :---~~·-·: __ -.,.,:, .. ,a.::·:·.:,,•,....... AR A 1) A~.\~"·---.... _. _______ ; ... --~u " ---... ,, " .. ,.,, .. ,,..,.·,. .. ....... · · ·· . . .. . Y\\ ,...... -· .. . ,,-·---. -··.2..· -- ,·. " l -... . , .•. -·" , . ,.. ---------.. -····•····· ...... \ .... ,, ..... A V lt/N ....... u··-·········· .. •· »•» .. \· ........ , ••• ]!,' .. ••" .,,,, . ' ., ....... , ~\~-,;.?.: ...•. ;.···.·•.·.:: ..... · ... •.· ... •.;:.•·:······•···;•·-:. ······~~~·-_::·:·-·:·•·~·~·~ .. :~~·-.· ...•. ·.. , .. , -.. ... . ,,· \\ -, ----~.":;,;-_;_--;:::;-,';:":~-,-·:::;,:-· -.. --., - n I \ \ :-\. I I \ \ MATCH EXIST!N() CRAOE 12' MIN -UNLESS OTHERHISE SPEC/FIEO BY A SOILS ENC/NEER ' ' 50' MINIMIJM PROFILE • 10' MINIM/JI,( ~ " ' ~ SHAKER PIA !ES STABILIZED CONSTRUCTION ENTRANCE (TC-1) \ \ 0 ~ tzl \ ~ \ \ \ ·, \ \ \ \ \ \ "\ ' :,1 I NOT TO SCALE DISTURBED AREA: 0.62 AC (27,180 S.F) \ I \ \ \ \ \ \ \ \ \ i / M[EGA ~~ _/-/f.,Z, ANDREWJ.l<ANNR.U,50940 DA rr: E:NGINEERING CDNSl)LTANTS 4340 VJEWRJDCFAVE. Si.JJTFB_ SAN D1£GO, CA 92123, ·Plf:(858) 634-8620 f<AX,(858) 634-8627 MY REGISTRAllON EXPIRES 9-J0-17 C:\DRAWING F1LES\TITLE SHEETS\CLSB-GP.DWG REVISED;OIJ/09/07 rEX/Sl/NC C'/JRB AND GUTTER _,,-___ _ GRA lf'L BAGS STACKED 2 HIGH '\ 1 Lalli'A BA0 TO BE BIJRIED NEXT TO C'/JRB 78077llll &A lf'l BAGS TO BE HAIF-BURIED PLASTIC SHEET/NC ! 5.0' TOE OF st.OPE BACl(OF CIJRB EDGE OF 6'/J17ER H/0 TH TO MATCH C'/JRB OPEN/NC HID TH SPIIJ..WAY EROSION CONTROL DETAIL NOT TO SCALE TRENCH DETAIL STEEi. CY? 1/tW POST J6' HICH MAX POND/NC HEIGHT FLOW 4"x6" TRENCH HITH COl,/PACTEO BACl(f/LL INSTALLATION 111THOUT TRENCHING PONO/N() HEIGHT FLOW J/4" MIN DRAIN ROCK • SILT FENCE NOIES EXlli'A STREN0TH Fil TER FABRIC NEEOEO HITHO/JT HIRE MESH SIJPPORT SIER OR IIDOD POST ATTACH FILTER FABRIC SEC'/JREL Y TO UPS/li'EAM SIDE OF POST 10' MAX/A/UM SPACING HITH HIRE SIJPPORT FENCE 6' MAXIM/JI,{ SPACIN() HITHO/JT HIRE SUPPORT FENCE I, 2. J. 4. SILT FENCE SHALL BE PLACED ON st.OPE CONTO/JRS TO MAXIMIZE POND/NC EfflC/ENCY. INSPECT ANO REPAIR FENCE AFIER EACH STCY?AI. £!£'NT ANO REMO!£' SEO/A/ENT HIIEN NECESSARY. g• (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. IIEl,/Olf'D SEDIMENT SHALL BE OEPOSIIEO TO AN AREA THAT Hill NOT CONlli'/8'/JlE SEO/MENT OFF-SITE ANO CAN BE PERMANENll Y STABIUZED. THE LOCA l/ON OF THE SILT FENCE SHALL BE MODIFIED IJPON THE COMPLETION OF BROW DITCHES. SILT FENCE (SC-1) (SHALL BE FOi.OED AND STOIIEIJ NEXT TO BIN H/IEN NOT IN USE) / TARP ; 1--TARP SHALL BE SEC/IRED TO BIN AS 1/EEOED TRASH BIN PROTECTION NOT TO SCALE DATE INITIAL NOT TO SCALE SEDIMENT ·"5;.1_ ~&~~-. ROLL z'"1. ·;.,:.. ,.~.\ '.\. -~~~~~./J.·~;,1·1,:1.+:;f.l ... ,::,;,·-vv~ -, .. ' . : I ,\.),,.H n 1--~·tv· ?F:·l.1JJ . :,,··;,;·-s .4-/) 4" MAX. 12' A/IN. I .'-·-:--. ..,._,. ENTRENCHMENT DETAIL IN SLOPE AREA WOOD STAKE 3/4' X 3/4' MAX 4' SPAC/N() STRAW WATTLE/FIBER ROIJ.. NOT TO SCALE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ' MAT. & WASTE MAN. CONTROL BMPs I WM-! I A/A !ER/AL D[Lllf'RY Jc STORAGE I WM-J I STOCKPILE MANAGEMENT I WM-4 I SPILL PRE!f'Nl/ON ANO CONTROL I WM-8 I CONCRETE WASIE MANAGEMENT I WM-5 I SOLID WASIE MANAGEMENT I WM-9 I SANITARY WAS/f MANAGEMENT CCC) CRA lf'L BAC BERM {SC-6) FIBER ROLL / Slli'AW WA mE (SC-5) @ INLET PROIECTION {SC-10) 01---□ SILT FENCE {SC-I) STABILIZED CONSTRIJCTION El/TRANCE {TC-I) .. ORA/NACE PATH GENERAL EROSION CONTROL REQS. I. PICK UP TRASH. 2. CO!f'R TRASH Bl/IS. 1 STORE MA TERA/LS ON PALLETS OR IN SEA CONTAINERS. 4. PROV/OE CONCREIE WASHO/JT 0/JRINC CONCRETE WORK. 5. COVER All SPOILS {CONC, DIRT, AC, ETC) 6. REMOVE All CONC/STIJCCO DEBRIS. 7. 1/0 STABILIZEO CONSTRUCT/ON ENTRANCE REQUIRED DIJE TO STABIUZEO SITE EXPOSED PLASTIC (1.0' MINIMUM) IF SEAM IS USEO Cl/A ITT BAG W/sTAKE RE/J/J/RED (J 2.0' o.c. (01£'11/AP PLASTIC 3.0' MIN) rP/AST/C COlf'R CRA lf'L BAGS fJ 2.0' o.c. MATERIAL STORAGE DETIAL NOT TO SCALE EXISTING Cl/0/JND .,___ EJ./BllJ FIRST ROW OF &A lf'l BAGS HALF OEPTH GRAVEL BAG DETAILS (SECTION "A") A 1:,/A ITT FILLED SANOBACS ARE STACl(EO l/GHll Y SPILLWAY A CURB INLET SEDIMENT BARRIER INLET PROTECTION (SC-10) NO SCALE SW 15-359 TIER 2 SWPPP SHEET CITY OF CARLSBAD 6 ENGINEERING DEPARTMENT GRADING PLANS FOR: ONE RESEARCH CENTER EROSION CONTROL PLAN CUP PUD GELDERT ~.:~ryf-Dj, / JA1~0N s. f.:c="7-U..Jii!_,-""""'.£:'L{..,._.,,/c. __ t-Cwf',.=:..,.__----~~-I• ZS· 1.PI I, CIT>f ENGINE.ER R.C.E 63912 EXPIRES 9/30/2016 DATE OWN BY: CHKD BY: RVWD BY: OMEGA_ I ~.'~. PROJECT NO, PD15-08 0 Xl i 2 G) 2 C s: ~ JJ 0 I 2 G) 2 C ~ OJ m JJ 0 JJ ~ 2 G) 2 C s: OJ m JJ CUTTER OPEN/NC 'MOTH PER PlAN 6" CURB ~ 6" RAOl(Js·--o• HBCHT CURB---- C/JT7ER CURB OPENING INLET NOTES: PER PLAN I. CONCRETE SHALL BE 520-C-25oa I -I . . cl 2. SEE DETAIL F, SHEET C-10 FOR JOINT DETAILS J. SLOPE TOP OF C/JRB 1/4" PER FOOT TOWARDS GUTTER SECTION VIEW SPILLWAY & CURB OPENING DETAIL (MODIFIED D-22) CURB CUTTER - I 2,0' NOT TO SCALE 6" CURB AND CUTTER\ AC Pl/MT FLOWI..INE (PER PLAN} PER PLAN PER PLAN TOP PF RIP RAP TO BE LO./' BELOW BELOW FLOWI..INE OF CONCRETE -'r,ipar-:1.lJV MVVHl \J:..i_jt,l J);,.1/ CURB ~ TOP OF SLOPE _j I 2.14' J/0.86 ELEV w PLAN VIEW TYPE A OF BOTTOM OF CUTOFF WALL 0.5' SECTION VIEW SECTION VIEW NOTES: I. CONCRETE SHALL 8£ 560-C-3250. 2. 1/EAKENEIJ PLAN£ JOINTS AT 15.0' OC. J. SIJBa?AOE SHALL 8£ COMPACTED TO 95% /,1/N. RELA71'£ CO/,/PACT/ON TO DEPTH OF 12'. J' AC. PVMT 1.5' .C. PVMT CLASS II BASE PER SOILS REPORT (6' MIN) RIBBON GTR (MOD. G-13) NOT TO SCALE A.C. PWT P.C.C. Pvl.lT ~ ~· :-,,·-;:,-:-.·_:/.:/~'i:~· ~ ,r--. --_,}:ji'.. ~Y<~:;,.6~;.:~,.::~I ,, I 2• IIF:AKENEIJ PLANE JOINT r/NltfRT ELEVATION (IE} PER PLAN PERFOflA l/ONS/1/0LES SHALL FACE /JoHNWARO PERFOflA TEO PIP£ {SllEIJ PER PLAN} 0.5% /,1/N. PERFORATED STORM DRAIN WITHIN BASIN (PVT) NOT TO SCALE NOTES: I. CONT!IACTOfl SHALL SUE//,1/T FOR APPROVAL PR/Ofl TO /NSTALLA l/ON. 2 AD,IJST ALL ClEANOIJTS TO FINAL FINISH C/IAOES. STANOARO Pit' W/f BRANCH STD. BEND r SCREW ON CAP 308.60/£ OF 18" OIJTLET SD /,1()()/F/£0 T'fPf B INLET 2 CHAAIBER W/ BAFFLE WALL /,IANHOLE ACCESS . . • 314.52 TfY1 OF BOX MANHOLE ACCESS ... ·. 0,33•-£1IERCENCY OITTIFLOW • __ ~ _ ~hJ..------Jl=J.=#-::...1!100--='IR=PE,:,;,il,nK~Swilr . -· 100'/R ORIFICE OIJ!FLOW 4• 0/Al,([TfR PIPE BASEIJ ON 100'/R PEAK STACE 308.IJ(J[ 0.5' HEIGHT BY J.O' HIDTH fHNINC fl=JIJ.24 SPILLWAY & CURB OPENING TYPE 'A' DETAIL O" CURB DETAIL STORM DRAIN CI..EANOUT MODIFIED TYPE B INLET SECTION DETAIL NOT TO SCALE RIP RAP ---2.0' CURB OPEN/NC PER DETAIL t I l TOP OF SLOPE I\_BOTTOM OF SLOPE I I PLAN VIEW TYPE B PER PLAN 6" CURB AND GUTTER' AC PVMT PER PLAN £LEV BOTTOM OF. CUTOFF WALL FLOWI.INE {PER PLAN) w 0.5' SECTION VIEW SPILLWAY & CURB OPENING TYPE 'B' DE1'AIL NOT TO SCALE C:\DRAWINQ F1LES\11TL£ SHEETS\CLSB-G!>.OWQ REVISE0:08/0Sl/07 JIJ.50 TC JIJ.00 Fl Y':fif~;y-(1/ilf\)" TP,i\~,J\I}.i::a f'1'\i1¥'Jl;i/f'f Tf?l\f.;'R~b it'.il_t;"' ~J'l:tli:$, il,;, ·tti.ib~t .✓.,,,.-·',;;;,,'-. ·"e. ' :_e<"·" ..;._ ~ ~ '"•,.,., -~--i,;~fl);"' ..• , ·24-·.,1".i;,;; 1---;t',~';P ,.,f'!,,_,../"',,,. " ~"'--,,,,;.:1 'e. :~::,, 'f-.tO'r£>$,c -~,: .l}p..,\,ttt,: ')..tii"ti.;;,(§'ii.E.R$ i;:IJ'i°W~;lliBli~-fl'.;t,JR tii;b dtt-,1;l;it'~F',-ti·.¢,i },,;:&.l',j<_l%'- ·t·, .• ,,'>!:utr;:l 1"m·_r,t,;.¢,)_ij' },,w,;,iJt·A.P.r·E\if#'.¼>1:#iR\N.;t(l ·,fy·t:Rfii,pfoC. !J, ,:f.i:J\il:c :PR(;.cQV'·-i)$.Ail:E~.N/4Jil,,\at.l'r:fl'lW.@K.tf-iAY& 'ff!i.~FJ'.'•ti~ 4s ,f; 't\.JJ!-~·C:'f:.:¢-.N 'ir\'.lfj,r;$'fh14W~ M,Vfli'_'niJ,'j.1! ~~~THF ¥.i{J!;,;"f\-Q.Q-'.fif,1 ,f{B,y;~.-tJ~iZ~ 1,i" i( 'i!I" (;P,(tl":H ll.A$lll. ,=-·;~?tf5ri;····T~·"u-1t';Z;~:i: 04,:il,,$l'i J Ci-iii-. -~ 18" GRATED INLET STRUCTURE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTES: I. THE 8/0RETENTION FOOTPRINT ANO MATERIALS ()IJANT/7/ES SHALL 8£ BASEIJ ON TH£ Cl'IEN BASIN AREA PROffOEO ON THE PLAN. 2 PLANT/NC SOIL MAY UTIUZE NA l/VE SOIL U/XF:J HITH CLEAN SAND SO LONG AS TH£ FINAL SI£'£ ANAl '/SIS CONFIRMS TH£ SPEC RE()IJIREMENTS OR THC INRL l!IA 7/0N RA TE IS ITTIIREIJ PRIOR TO SIGN-OFF. THE CEOTECHNICAL CONSIJLTANT OF RECORD SHALL PREf"Ofll,( /N-SITIJ SIEVE ANALYSIS ANO PERCOLATION TESTING ANO PRO ff OE A CONRRUA TIO/'/ CERT/FICA l/ON HITHIN TH£ FINAL AS C/IADED SO/LS REPORT UNLESS TH£ SO/L IS PROCURED FROltl AN {'fFSITE SOIJ!ICE HITH PRIOR APPROVAL CERTIFICAl/ON STAl,IPEIJ BY A UCENSEIJ £NCIN££!1. J. CONT!IACTOII SHALL NOTIFY £NC/NEER OF RECORD FOR VARIOIJS INSPECTIONS; INSPECTIONS SHALL 8£ CONOIJCTEO FOIi: 1. C/JT .t FILL OF BER/,1 2 SIDE SI.OPES ANO 80Tf()l,I GRADES (AS-BUILT SIJR'£Y SHALL 8£ RE()IJIREIJ: BASIN LIU/TS SHALL 8£ HITHIN ±0.I' OF PLAN LOCATION} J. !NSl4LLEIJ SIJB-ORAIN ,t CLEANO/JT RISERS (NO ROCK SHALL 8£ INST.41.LEO PRIOR TO THIS INSPECTION} ~ Af7EJ/ Gf/AvEl PLACEMENT 5. AFTER SELECT SOIL PLACEMENT 6. AFTER BOX FO/IUINC 7. AFTER RIP RAP ,t PCC ClEANOIJT CONSTRUCTION 8. AFTER 1/IRIIJA l/ON CONSll/lJCTION 9. AFTER LANDSCAPE CONSll/lJCl/ON. 10. AFTER Of/IF/CE HOLES DRILLEIJ LANDSCAPE & IRI/ICAT/ON SPO/JlS SHALL 8£ IIEJ,/Olf!). BASIN C/IADES SHALL NOT VARY FROM SHOMI OES/GN C/IADES AFTER LANO SCAPE & IIIR/CA TION INSTALLA l/ON. ;JAS B\JIL-T" il+--L~ 9-11-/6 RC.Ii:. S014o /:..)(.f 9-30-17 OAT£; DATE INITIAL ENGINEER OF WORK ELEV PER PLAN (VARIES} [JJ -~!--·-··--·---'--·-·· ------------ r I 1 BIORETENTION SECTION NOT TO SCALE /-IP-/6 DATE MY REGJSTRA noN EXPIRES 9-30-17 DATE INITIAL REVIS!□N DESCRIPTI□fl OTHER APPROVAL 11.0' MIN (VARIES} DATE INITIAi CITY APPROVAL NOT TO SCALE __ 'v 3/J. #WSE;L UNER TO PROTECT PERFORATED 4• PERFORA TEO SIJB-OR._:4!_W __ DIIAINS FROM UNOERL 't1NC SOIL (DOHf/SlllEAM' W MILS AI/N//,11/N TII/CKNESS ' HOPE Ofl Pit' MEGA ENGINEERING CONSULTANTS 4340 VU,WRJDG!i AV!i. SUITE B SAN DIEGO, CA 92123 Pll.·(858) 634-8620 FAX.(858) 634-8627 0 I SHEET 7 I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 8 GRADING PLANS FOR: CUP ONE RESEARCH CENTER DETAILS SHEET GELDERT DWN BY: OMEGA I PROJECT NO. CHKD BY: :Kc<' PD15-08 RVWD BY: -K,l'-_ PUD I DRAWING NO. _ 489-ZA Cl I 2 Ci) 2 C s: Cl m jJ Cl i 2 Ci) 2 C s: OJ m jJ BMP ID# BMPTYPE SYMBOL CASQA NO. QUANTITY TREATMENT CONTROL & HYDROMODIFICATION CD BIORETENTION ict~~:;;--sJ,..;: 1,853 SF SOURCE CONTROL 0 EFFICIENT SD-12 IRRIGATION 0 STORM DRAIN SD-13 STENCILING 4 CD WATER QUALITY CARLSBAD SIGNAGE (DETAIL 3 SHEET2 \ \ \\ \\ \\ \\ \\ . \ ' ' \ BMP TABLE ' \ \ \ DRAWING NO. SHEET NO.(S) INSPECTION FREQUENCY MONTHLY MONTHLY 1 YEAR MAINTENANCE FREQUENCY AS NEEDED AS NEEDED AS NEEDED 4 CONSTRUCTION SIGN OFF \ ' \ \ \ ' \ ' \ \ \ \ \ \ , . I \ . ,,.....,.-..- -~~_;;::.--- f~-/.-tf~I" R.C.E. 50940 DA TE MY REGIS/RATION EXPIRES 9-30-17 PL \,{ \"' \ .,., . I ,· }' ' DATE INlllAL ENGINEER OF WORK ,, LEGEND INTEGRA TEO MANAGEMENT PRACTICE- ORAINACE MANACEMENT AREA- IMP-i DMA-i DRAINAGE MANAGEMENT AREA BOUNDARY-· INTECRA TEO MANAGEMENT PRACTICE BOUNDARY· PAVEMENT AREA LANDSCAPED AREA I TABLE OF DRAINAGE MANAGEMENT AREAS OMA NO. TREATED BY AREA {AC) IMPERVIOUS % DESCR/P TION: OMA-I IMP-I 0.59 AC 50.7% PARK/NC LOT ANO LANDSCAPED AREA DMA-2 NIA 0.08 AC 6.8% SEU' /REA TING AREA, IMPERVIOUS AREA IS REMOVED & REPLACE, IMP DATA IMP NO. REQ'o AREA PROv/OEO AREA DESCRIPTION: IMP-I 1,105 SF 1,853 SF BIORETENT!ON WI OUTLET CONTRm SWMP NO. -~15~-=18 __ MAINTENANCE AGREEMENT DOCUMENT: YEs _X_ NO RECORDATION NO. _____ _ PARTY RESPONSIBLE FOR MAINTENANCE: NAME UNIRE REAL ESTA TE CROUP ADDRESS 7800 EAST IMPERIAL HIGHWAY SUITE 205 BREA CA 92821 PHONE NO. {714) 990 2700 PLAN PREPARED BY: NAME ANDREW KANN, P.f. COMPANY OMEGA ENGINEERING ADDRESS 4340 l//[111?/0G[ A VE STE B SAN DIEGO, CA 92123 PHONE NO. (858) 634-8620 BMPNOTES: CONTACT MARIA SOLANA CERTIFICATION _____ _ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. (2.0' SOIL IA 'IE// OVER 1.5' CLASS II PERM ''AS BU!L.-r-/' ihi/4-1 /~ q-ft;,/1;:, 9-.CE soq40 f-Y:P q-3a17 PA't'E M[EGA GRAPHICAL SCALE: 0 10 20 -· - DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL 60 CITY OF ENSINEERINB CONSULTANTS 4340 VJEW[UD(JE AV!:', su:rrE il SAl'{ })JHDO, CA 92123 PH:(85S) 63-1-~,'620 FAX:(H5f/) (;J.J-8627 CARLSBAD I SH~ET I ENGINEERING DEPARTMENT I SHE:TS I BMP MAP ONE RESEARCH CENTER CARLSBAD APP~ ,)A;Jt JASON S. GELDERT /•Z,!i,,Z,ol(, CITY NQNEER R.C.E 63912 EXPIRES 9/30/2016 DATE DWN BY:~ I PROJECT NO. I DRAWING NO. CHKD BY: . Kl'~ PD15-08 489-2a RVWD BY: j{.il' I _j I I I I - ' a (1'/i\'l ]i .),:,. .. .LiO CJ ::0 i 2 (j) 2 C: s: OJ m ::0 CJ I 2 Gl 2 C: s: DJ m ll CJ D )::, § 2 Gl 2 C: s: co m D