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HomeMy WebLinkAboutDWG 478-3A; MS 12-02; ALPS INNOVATION HOTELS; 01-11GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG!NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT . OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE 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 THESE PLANS 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. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF TH£ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT All TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA YS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS 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 STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL Fill OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA TIONS AND TH£ " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACllON REPORTS WILL BE SUBMITTED TO TH£ PROJECT INSPECTOR. 14. A PRECONSTRIJCTION MEETING SHAil BE HEID AT THE SITE PRIOR TO THE BEGINNING OF WORK AND 'iHAII BF A UfNDFTJ BY All REPRE,'iFNTA TIVFS RESPONSIBLE FOR CONSTRUCllON. INSPECTION. SUPERVISION. TESllNG AND ALL OTHER A<;pJCTS OF THE WQRK _ THE CONTRACTOR SHALL REQUEST A PR£CONSTRUCTION MEETING BY CALLING THE INSPECllON LIN£ AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCllON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIM£ FOR THE PRECONSTRUCllON M££llNG. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY TH£ PROJECT INSPECTOR AT TH£ MEEllNG. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING Will BE MADE BY CAIi/NG THE ENGINEFRINC 24-HOIIR lN'iPECT/ON REOIIEST I/NE AT {760) 438-3891. INSPECllON REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECllONS Will BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. Will BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA W,S' AND REGULA llONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECllON FROM THE HAZARD OF CAVING GROUND DURING THE EXCA VA llON 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 AND APPROVED. BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA llON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCllON SAFETY ORDERS. llTLE 8 CALIFORNIA ADMINISTRA llVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TH£ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASllNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASllNG OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERA TIONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNllL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA llONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCllON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.·00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA llONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS 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 DA YS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND 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 WITHIN TH£ AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. All AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY 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 AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. All SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTEo' AND/OR HYDROS££D£D WITHIN TEN (/0) DAYS OF TH£ TIM£ WHEN EACH SLOP£ IS BROUGHT TO GRADE AS SHOWN ON TH£ APPROVED GRADING PLANS. GRADING NOTES CONT. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.~---, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON 80TH THE LANDSCAPE ANO /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED 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 ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT JS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 PACIFIC BELL (800)660-7343 SDG&E (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLS8AD(STREETS & STORM DRAIN) (760)434-2980 · CITY OF CARLS8AO(SEWER,WATER & RECLA/MEO WATER) (760)438-2722 • SAN DIEGUITO WATER 0/SlRICT (760)633-2650 • LEUCADIA WASTEWATER DISTRICT (760)753-0155 • VALLECITOS WATER DISTRICT (760)744-0460 • OLIVENHAIN WATER DISTRICT (760)753-6466 • BUENA SANITATION DISTRICT (760)726-1340 • *AS APPROPR/A TE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS /15.16.120 A.BJ CARLSBAD MUN/Cl PAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /15.16.120 A.10} CARLSBAD MUNICIPAL COD£: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CON/ROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND. THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BU/LT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DON£ IN ACCORDANCE WITH TH£ REQUIREMENTS ANO RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT JS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. . 35. THE SOILS REPORT TITLED "GEOTECHNICAL UPDATE INVEST/GA TION, PROPOSED BRESSI RANCH HOTELS" PREPARED BY LEIGHTON CONSULTING, INC. DATED DATED MAY 15, 2012 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. SOILS ENGINEER CERTIFICATE I, WILLIAM D. OLSON, A REG/STEREO CIVIL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO ST/JOY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE OATES OF MAY 15, 2012 ANO AUGUST 31, 2012. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH£ OFFICE OF TH£ CITY ENGINEER. LICENSE EXP/RATION DA TE: OWNERS CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-All GRADING ACllVITY AND ADVISE ON TH£ COMPACTION AND STABILITY OF THIS SITE. (PRINT NAM£ BELOW LINE) _/o)~ > 11/.l:,'II_J_ a~ -· Dfu DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF TH£ PROJECT AS DEFINED IN S£CllON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. OMEGA ENGINEERING CONSUL TAN TS 9571 GROSSMONT SUMMIT DR LA MESA, CA 91941 PH: (619)741-9456 DATE, a/z..z/L 3 R.C.E. N0.: _____ 50_9_4_0 _____ _ EXPIRES: 9-30-15 REFERENCE DRAWINGS owe 400-88, DWG 442-2A, DWG 464-3, owe 442-2 SOURCE OF TOPOGRAPHY THE TOPOGRAPHY SHOWN ON THIS SURVEY WAS COMPILED FROM AERIAL PHOTOS DATED 11-22-11 AND SUPPLEMENTED BY FIELD SURVEYS COMPLETED DECEMBER 6, 2011. FIELD VERIFICATION AND BOUNDARY BY ALTA SURVEYING DATED MAY 15, 2012 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. IJST OF ABBREVIATIONS AD = AREA DRAIN BW = BOTTOM OF WALL CL = CENll:R LINE co = CLEAN OUT CY = CUBIC YARDS (') = DEGREES £ = EAST OR EASTING £A = EACH EG = EXISTING GRADE EL = ELEVAllON EP = EDGE OF PAVEMENT EX = EXISTING (') = FEET OR MINUIES FF = FINISHED FLOOR FG = FINISH GRAD£ FL-= FLOW LIN£ GB = GRAD£ BREAK GR = GRAIE ELEVATION HOPE= HIGH DENSITY POL YETH'flENE SHEET INDEX SHEET 01 --TITLE SHEET & NOTES SHEET 02 --NOTES SHEET 03 --GRADING SHEET 04 --GRADING SHEET 05 --GRADING SHEET D6 --HORIZONTAL CONTROL KEY MAP NOT TO SCALE (") = INCHES OR SECONDS IE = INVERT ELEVATION N = NORTH OR NORTHING p = PAVEMENT GRADE PCC = PORTLAND CEMENT CONC. PE = PROFESSIONAL ENGINEER PVC = POL YVIN'fl CHLORIDE PVT = PRIVAIE R = RAO/US RD = ROOF DRAIN R/W = RIGHT OF WAY SD = STORM DRAIN SWR = SE/ffR TC = TOP OF CURB TF = TOP OF FOOTING TYP = TYPICAL TW = TOP OF WALL w,w = WAIER MEIER SHEET 07 --HORIZONTAL CONTROL SHEET 08 --HORIZONTAL CONTROL SHEET 09 --SECTIONS SHEET 10 --DETAILS SHEET 11 --8/0RETENTION DETAILS REQUIRED TREATMENT CONTROL BMP TABLE PAC/RC OCEAN VICINITY MAP NOT TO SCALE Project site PROJECT LOCATION APN: 213-262-11-00 THE CALIFORNIA COORDINATE INDEX= N.· 1689 £: 356 LEGAL DESCRIPTION LOT I OF CARLSBAD TRACT OF 06-20, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 15630, FILED IN THE OFFICE OF TH£ COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOB. 11, {!7. _ -BENCH~---.----------v---..--··. ", 11-IE"-~!N'CWRK 'VfEV fO~ '1111S SU~ IS 11 C:i..ss=-::1ss" SEiii&',i;"zi, ,~:' ·. f1~ w1_:ti:t;v1Sc-s:tAMF£1> ''~s·r.t1;" ·1~ ov.~ SPAcE 1.0-r "i'I fo'l\:'tP.Ess1~ • • • • ',-.... • • • • ,· ·! ' ' · -~ iM .. /6 5e-T VCR en~ . llf · CAl',i,SIJM> 51/liEY co..-TIIOI.. · /lEcoP.:o OF ', '?UR~ l'{0. \1l71-EI.E~,m,N:27fo.~(i, 17A1\li"I: NAV088 r-•' . ifKsf s~oF·-·eEARINCfs'"":'-. ....,____.,.___....A,,__;_.--~('-..__,, TH£ BASIS OF BEARINGS FOR THIS SURVEY IS THE CCS 83 (NAO 83), ZONE 6, .EPOCH 1999.92 GRID BEARING BETWEEN CITY OF CARLSBAD CONTROL STAllONS CLSB-155 AND CLSB-96 AS SAID STATIONS ARE SHOWN ON RECORD OF SURVEY NO. 17271. EARTHWORK QUANTITIES CUT: 12 291 CY EXPORT: 0 CY FILL: 12 291 CY REMEDIAL: 15 766 CY IMPORT: __ ..,O'--_ CY EARTHWORK NOTE: TH£ EARTHWORK QUANllTIES REFLECTED HEREON SHALL BE FOR BONDING PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARAllON OF SEPARATE EARTHWORK TAKEOFF TO ENSURE BALANCING OF SITE GRADING. MEGA ENGtNEERING CONSULTANTS 9517 GROSSklONT SU,',J,~111' DJUVE LA ,~!BSA, CALJFORNIA 91941 PH:(619) 741-9456 FAX:(619) 664-4291 11 AS BUIL T1' L____./.,J/')4401 .(/-6'-/k RCE 5"of1~ EXP P-t0 -t.t. DATE REV, E\/ED ,!jY• I I,/ NSPECTOR WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCT/ON OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FAC/LlllES, EROSION CONTROL FAC/LlllES, AND PLANllNG OF PERMANENT LANDSCAPING AND PREPARAllON OF AS-BUILT GRAD/NG PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEC/FICAllONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. TH£ GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH FOLLOWING DOCUMENTS, CURRENT AT TH£ llME OF CONSTRUCT/ON, AS DIRECTED BY CITY ENGINEER. /. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 6999 & 7000 DAIED JULY 17, 2013. 5. TH£ STANDARD SPECIF/CA llONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK) 6. SOIL REPORT AND RECOMMENDA T/ONS BY LEIGHTON CONSUL llNG INC DA TED 05/15/2012( q/10/ls. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN, BY OMEGA ENGINEERING CONSUL TAN1S, DATED 6/10/2013 SW-1J-153 WDID NO. 9 37C366943 9. STORM WATER MANAGEMENT PLAN PREPARED BY OMEGA ENGINEERING CONSUL TAN TS, DATED 6/10/2013 SWMP 13-10 10. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCllON HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO. SYMBOL EXISTING PROJECT BOUNDARY. ................................ . LIM/ TS OF WORK .................................... .. ------------1 I -·lji-----lji-- EXISTING CONTOUR .................................. . __ .,. -,-505 ----·---------~ ... ~-~----·---. EXISTING SANITARY SEWER & MANHOLfi .......... -- EXISTING WATER ..................................... . EXISTING FIR£ HYDRANT ASSEMBLY. ............... .. EXISTING WATER METER ............................. . EXISTING STORM DRAIN ............................. . -•-• --••-•-••••~-M••-•••••• .. •••••••••-•--H.O-•--->• -~ ,,,_ ~--••-~ EX/SllNG STREET LIGHT ............................. . EXISTING CURB & GUTTER .......................... . PROPOSED /!£SCIIIPTIOII S'MIOL QI/NmllES I/NITS 4• P.C.C. SIOEWAIJ(, SDRSD C-1 I , . . . I 28,232 SF HEAVY 11/AFRC PArEMENT l!.=5 (4' AC/8" CLASS II DASE) !'((:"(:; '/'/Yi'Yil 36,101 SF RECIJIAR 11/AfflC PA ffMENT l!.=4 (4" AC/5" CLASS II BASE} ! ·. -·. · .. ·. ·. · ... · ... ·. j 34,989 SF STAMPED CONCREIE (') ,,,,.,,,,,,.,.,,.,,,, 9/iJ SF I A\, C VE\ 8/0RElENTION AREA ' fl I' 11 I\ fl I lt'.l')Vl'::K'l::21:1 fl,374 SF 11/ENCH RESIJRFACINC PER CITY OF CARLSBAD CS-27 GS-2/i & CS-28 I -.. I -SF OECOl,(POSEO CRAN/TE (Dt) PAIHWAY r·-1·:' '·:· '· "I ::-.. , :.,,. ·" >;.:;.•: 2,99/i SF A-Ii STORM ORAIN CLEANOIJT PER SDRSO 0-9 @] 2 EA CIJR8 OPEN/NC ~ 3 EA 3'-SIOEWA1K IJNOERORAIN ~M' ~ 2 EA 2'-SIOEWALI( IJNDERORA/N H ~ 7 EA 0/SABLEO PARK/NC STALL (2% MAX SLOPE ANY 0/R[Cl!ON) SORSD M-27 rn 10 EA TYPE. B CURB INLET PER SORSD 0-02 l6JI 2 EA 6" PCC. CIJR8 PER SORSD C-1 4,282 LF 6" PCC. CIJR8 ANO GIJTlEII PER SORSO G-2 (TYPE C) 1,796 LF MOO/RED 6" Cl/RB ANO CIJTlEII @ 82 LF CMIJ RETAIN/No WALL PER SORSD C-6 325 lF GRADED SLOPES . ACIIT Jilf!,_ -- 4• ATRIUM DRAIN {PVl) ™ 0 65 EA A-4 STORM ORAIN CLEANOIJT PER SDRSD 0-9 . @] 5 EA 4• PERfORAIEO STORM ORAIN (PVl) ™ ---992 lf PCC 8ROMJ/TCH, PER D-75, TYPE B (PVl) -=:> 275 LF RIPRAP {NO. 2 BACK/NC W/FILlER fABRIC-0/MENSIONS PER PIAN) g 7 EA 12' STORM ORAIN (PVl}, PER SD OA TA TA8LES --632 lF BIORElENTION SPILLWAY @ I 6 EA PARKING STALL S/1//P/N(J -lF o• CURB -LF Off PENED SIOEWAU< EOG£ 4n ---230 LF J' HIO[ PCC R/8BON Cl/TIER ™ 24 LF /8' STORM ORAIN (PVl}, PER SD DATA TABLES --561 Lf --- 1/-TYPE HEADWALL, PER 0-34 ' ::J I EA (') ,, ALL PORTIONS OF STAl,/PED CONCREIE OR ENHANfED PAWNG PLACEO OVER OR Ht/HIN A PUBLIC EASEMENT SHALL REQUIRE AN ENCROACHMENT A(JRffMENT HIIH IHE CITY OF CARLSBAD. SEE ENCROACHMENT AGREEMENT PER PR/J , OOC. NO. REC. MAINTENANCE MAINTENANCE I SH1EET I CITY OF CARLSBAD I SHEETS I 1---------------------------------+----+---+-----------------t---1----+---1---< ENGINEERING DEPARTMENT 11 TYPE DESCRIPTION 0\-/NERSHIP SHEET NO, AGREEMENT FREQUENCY 1----11----+-------------~~-1---t---+----t-----l GRADING PLANS FOR: FILTRATION THROUGH 8MP AS NEEDED, BIORETENION PROPERTY OWNER MAINTENANCE 3-5 ENGINEERED SOIL AGREEMENT MIN. 8I-ANNUALL Y 01{z9/l'l '-IJS ALPS INNOVATION _HOTELS SUSMP PROJECT PRI□RITY--'-H"-/Gc...H _____ _ DATE INITIAL ENGINEER OF WORK As-BUILT ' ' ' ' ' I • \ I : • i_0218'14 . • SPECIAL NOTES SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SfGNA TUR£ ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND Tl-/£ CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEITI-/ER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL Tl-/ STANDARDS, LAWS AND REGULATIONS. 2. LOCATION AND ELEVATION OF IMPROVEMENTS TO 8£ MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCT/ON OF NEW WORK. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. J. Tl-/£ EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON TI-/ESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL 8£ CONFIRMED BY FIELD MEASUREMENTS. PRIOR TO CONSTRUCT/ON CONTRACTOR OF WORK TO PERFORM EXPLORATORY EXCAVATIONS IN ORDER TO PROVIDE SUFFICIENT TIME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT REVISIONS. 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN ON THESE PLANS. 5. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL 8£ SUBMITTED TO Tl-/£ ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY* THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY Tl-/£ SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIF/CATIONS. • AS DEFINED IN AND LIMITED IN SECTION 67J5.5 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA. 6. SAFETY FENCES SHALL 8£ PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER. 7. CONTRACTOR SHALL ADJUST EXISTING WATER VALVE COVERS, CLEANOUT COVERS AND SEWER MANHOLE COVERS, ETC., TO GRADE WHERE NECESSARY. 8. THE BOTTOM OF ALL EXCAVATIONS SHALL BE OBSERVED BY A GEOTECHNICAL ENGINEER. 9. CONTRACTOR SHALL CONFIRM ALL EXISTING FACILITIES TO BE REMOVED/REPLACED/ RELOCATED FOR INSTALLATION OF ALL PROPOSED IMPROVEMENTS. 10. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING WHICH CONFLICTS IN ANY WAY WIT/-/ THE /NSTALLA TION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS. 11. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES TI-/AT MAYBE JOINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL 8£ BROUGHT TO Tl-/£ ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTI-/ERWISE Tl-/£ CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS. 12. Tl-/£ CONTRACTOR SHALL 8£ RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING, AND OR REMOVAL OF EXISTING UTILITIES. 1J. Tl-/£ CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH IMPROVEMENT EQUAL OR SUPERIOR. 14. CONTRACTOR SHALL POTI-/OLE ALL UNDERGROUND UTILITIES TO BE CONNECTED TO, CROSSED OR GRADED OVER PRIOR TO ANY CONSTRUCTION. 15. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR IS TO COORDINATE PLANS WIT/-/ ALL OTHER DISCIPLINES AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO ACQUIRE AND ENFORCE ALL NECESSARY TRAFFIC CONTROL PERMITS NEEDED TO SAFELY CONDUCT WORK IN THE PUBLIC RIGHT OF WAY. CONTRACTOR OR DEVELOPER/OWNER MUST COORDINATE ALL TRAFFIC CONTROL WITH THE AGENCY OF JURISDICTION. 17. ALL PROPOSED STORM DRAIN FACILITIES ARE PR/VA TE UNLESS OTHERWISE NOTED. 18. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY Tl-/£ CONTRACTOR PRIOR TO 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 AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD Tl-/£ OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH TI-/E PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM Tl-/£ SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 21. CONTRACTOR SHALL CONSTRUCT AREA DRAINS ABOVE FINISHED GRATE ELEVATION AND ARE TO 8£ ADJUSTED TO MATCH FINISHED LANDSCAPE AND PROVIDE POSITIVE DRAINAGE, SHALL ANY DISCREPANCY ARISE THE CONTRACTOR IS TO NOTIFY Tl-/£ ENGINEER OF WORK IMMEDIATELY. 22. CONTRACTOR SHALL MAKE ALL NECESSARY UNDERCUTS FOR SOIL AMENDMENTS, SODS ETC. TO ENSURE FINISH GRADE ARE ESTABLISHED AS IND/CA TED ON THESE PLANS. 2J. CONTRACTOR SHALL EMPLOY INDIVIDUALS WHO ARE FAMILIAR WIT/-/ ALL CODES RELATED TO THE VARIOUS AREAS OF WORK AND CONSTRUCT TI-/E INTENT OF THESE PLANS TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 24. DURING ACTIVE CONSTRUCTION, AREAS SHALL 8£ WATERED TO REDUCE FUGITIVE DUST. 25. CONTRACTOR SHALL COORDINATE PIPE SLEEVING TI-/ROUGH WALL WITH ARCHITECT. EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL 8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY Tl-/£ PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDfA TE TREATMENT. 8. HYDROSEEDED AREAS SHALL 8£ /RR/GA TED IN ACCORDANCE WITH Tl-/£ FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. TI-/REE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER TI-/AN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS TI-/AN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING Tl-/£ NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE Tl-/£ PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN Tl-/£ MOISTURE LEVEL OF Tl-/£ SOIL AT Tl-/£ OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTI-/. 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 CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITI-/ER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF TI-//S SUBSECTION MUST BE INOCULATED WIT/-/ A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. . j. NON-PHYTO-TOXIC WETTING AGENTS MAY 8£ ADDED TO THE HYDROSEED SLURRY AT Tl-/£ DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT Tl-/£ RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£ ANCHORED TO Tl-/£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSEEDED SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER TI-/AN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFfCIENTL Y FRIABLE. c. RIPPING AREAS TI-/A T WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO TI-/AT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £. HYDROSEEDED AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL Tl-/£ THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS TH£ THE PERMANENT LANDSCAPING, UNTIL Tl-/£ PROJECT IS COMPLETED AND ALL BONDS RELEASED. FLOOD ZONE TH£ SUBJECT PROPERTY IS ZONED "X" UNSHADED, BEING OUTSIDE TI-/E 500 YEAR FLOOD ZONE, AS SHOWN ON FEMA MAP NO. 0607JC0769F, DATED JUNE 19, 1997, WHICH IS TI-/E CURRENT FLOOD INSURANCE RA TE MAP FOR THIS AREA. ~~-~ MY REG/STRAllON EXPIRES 9-JD-15 TEMPORARY EROSION CONTROL I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOEY BLAGG AT (661)-204-6690 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA noNs TO FAG/LITA TE RAPID CONSTRUCnON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF Tl-/£ ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACnON OF Tl-/£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDfTfONAL 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 BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER TI-/E APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND Tl-/£ PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT Tl-/£ CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT Tl-/£ £ND OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL 8£ BURLAP TYPE WIT/-/ J/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECnVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF TI-/E EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. MEGA· ENGINEERING CONSULTANTS 9517 GROSS1vIONTSUM1\dlT DRIVE LA 1vIESA, CALIFORNIA 91941 Pfl:(619) 741-9456 FAX:(619) 664-4291 - , - DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISl□N DESCRIPTION OTHER APPROVAL CITY APPROVAL \ / ' 11?~01~ ' ' J - "AS BUILT" _tlt;t-~L-#e?/,G RCES't) 'O EXP, 9~7~-a DATE ~BY•~ .fl.12 ,/2~ tl~6= ~· R DATE I SH2ET I CITY OF CARLSBAD ULJ ENGINEERING DEPARTMENT 1 GRADING PLANS FOR: ALPS INNOVATION HOTELS NOTES SHEET CUP 12-5 ICUP 12-06 PUD 12 04 APPROVE~)(_1::fb_'JJtt4 GLEN K. VAN PESKI · ~ ' ..J.l Z2 ZL ENGINEERING MANAGER PE 41204 EXPIRES .s-:>l-15 ~A~ DWN BY: QMFGA PROJECT NO. DRAWING NO. CHKD BY: ...,.[,{_ MS12-02 478-3A RVWD BY: AS-BUILT ____ I __ _ ---~ V:!J}!jJ SHEET'4 11A5-5U{l-T 11 ~ Iv~ 11-8-lr,, R.t.£. 50q4o ~xP '1-'?;o-r/ PATE \ - ~~~~ R.C,E. 50940 MY REGISTRAllON EXPIRES 9-J0-15 ;,.. zJ-11 DATE SEE LANDSCAPE ORA 'MNGS FOR VINE POCKET LOCATIONS, PLANTING AND /RR/GA TION ALONG THE RETAINING WALL M[EGA ENG#NEER#NG CONSULTANTS 9517 GROSS1vJONTSU1vl1\dJT DRIVE LA 1vfESA, CALJFORNJA 91941 Pfl:(619) 741-9456 FAX:(619) 664-4291 'I i CONSTRUCTION NOTES Na 0€SCR/Pll{.l'I S'r!ll/OI. 0 fAVC\tE\ BIOR[TfNTION AREA lkl>k'!')k'l:iJ \ 11 }\ 11 }\ 11 J 6 TRENCH RESIJRFACINC PER CITY OF CARLSBAD CS-21 CS-26 &-CS-28 I . I 8 A-6 STORM DRAIN CL[ANOIJT PER SDRSD D-9 @] 0 CURB OPENING E-fi ® J'-SID[WAlK UND[RORAIN -~ ® 2'-SIO[WALK UND[RORAIN ffi 12 OISABLEO PARKING STALL (2% MAX SLOPE ANY OIRECTION) SORSO M-27 m /J TIP[ B CURB INLET PER SORSO 0-02 I@] 14 6' PCC. CURB PER SORSO IJ I 15 6" PCC. CURB ANO GUTTfR PER SORSO C 2 (TIP[ G) ® MODIFIED 6' CURB ANO GUTTfR @ 17~ Cl,/U RETAINING WALL PER SORSD C 6 /8. GRAOEO SLOPES -~zs:.cvr7&f!, ® 4• ATRIUM DRAIN (PVT.) (fo) 0 20' A-4 STORM DRAIN ClEANOUT PER SORSO 0-9 @] ® 4" PERFORA T[O STORM DRAIN (PVT.) I E, ---\ 10 J 22 PCC BROHOITCH, PER 0-15, TIP[ B (PVT.) cc:, 23 R!PRAP (NO. 2 BACK/NC W/F!L TfR FABRIC-DIMENSIONS PER PLAN) ii 24 12' STORM DRAIN {PVT.), PER SO DATA TABLES -- @ B/0//fl[Nl/ON SPILLWAY @ I ·' 1\26.,, PARK/NC STALL STRIP/NC "' 1\21, o• CURB ® Off PEN[O S!D[WAlK £OGE r A \ 10 --- ® I G J' 1110[ PCC RIBBON GUTTfR \ 10 @ 18' STORM ORA!N (PVT.), PER SO OATA TABLES . ------ 0 STORM i DRAIN DATA BfAN!IIC;/JELTA i-' NO. RAO/US LENGTH REMARKS .. ✓ -- • ✓ii. -2,881' 154.56' /8" HOPE CONDUIT 1 S0/JTH -19.28' 18" HOPE CONDUIT . ' > 8 A=21'2706' JOO' /IZJ2' /8' HOP[ CONDUIT 9 N21'27'rJ6'£ -84.79' /8" HOPE CONDUIT IQ fjlf58'oJ"W -/J.5/' 12' HOPf CONOUI[ .A... I . 11 N02'59'5/'W -15.38' 8' HOP[ CONDUIT 13 N86'44'01'£. -61.5/' 8" HOPE CONDUIT -~ 36 A=19V5'03" JOO' 99.92' 12' HOPE CONDUIT . 37 N60'5J'o0'[ -47.94' 12' HOP[ CONDUIT ' 00 . BMP···TABLE-" . . . . DESCRIPTION: QUANTITY: BIOR[TENT/ON AREA /2 9,350 SF EASEMENTS (D 0 (}) © 0 ® AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES GRANTED TO CITY OF CARLSBAD PER DOCUMENT RECORDED DECEMBER 10, 1992 AS DOCUMENT NO. 1992-0793169, O.R. RIGHTS OF ACCESS TO OR FROM PALOMAR AIRPORT ROAD & INNOVATION WAY WERE RELINQUISHED BY MAP 14600. MAP NO. 15630 CREA TED AN ACCESS OPENING, 40 FEET 'MOE, FOR THE SUBJECT PROPERTY ON INNOVATION WAY. A RESmlCTED SIGHT DISTANCE CORRIDOR PER MAP 14600. LANDSCAPE MAINTENANCE EASEMENT, 50 FEET WIDE ALONG PALOMAR AIRPORT ROAD, 35 FEET WIDE ALONG INNOVATION WAY ANO 25 FEET WIDE AROUND COLT PLACE, TO BE MAINTAINED BY THE FUTURE PROPERTY OWNER'S ASSOC/A TION, PER MAP 14960. AN EASEMENT, 6 FEET WIDE, FOR PUBLIC UTILITIES, INGRESS, EGRESS, GRANTED TO SAN DIEGO GAS AND ELECmlC COMPANY PER DOCUMENT RECORDED APRIL 11, 2005 AS DOCUMENT NO. 2005-0294021, O.R. AN EASEMENT, 20 FEET 'MOE WITH TABS, FOR WATER LINE PURPOSES GRANTED TO CMWD PER DOCUMENT RECORDED APRIL 27, 2007, DOCUMENT NO. 2007-0288269, O.R. PORTIONS ABANDONED PER PARCEL MAP NO 12-02 . I AN EASEMENT, 20 FEET WIDE, FOR PUBLIC SEWER PURPOSES GRANTED TO TH[ CITY OF CARLSBAD PER MAP 15630. PORTIONS ABANDONED PER PARCEL MAP NO 12-02 PROPOSED 20 FEET WIDE EASEMENT TO CMWD FOR WATER PURPOSES PER PARCEL MAP NO 12-02 SH3EET CITY OF CARLSBAD I SHEETS I f----+---1----------'-------1---1....---t--...L.--ENGINEERING DEPARTMENT 11 f-------,f----+----------------~--l----1---+--G RADIN G PLANS FOR: ALPS INNOVATION HOTELS GRADING PLAN SHEET PUD 12-04 01/28/14 NJS PROJECT NO. DRAWING NO. MS12-02 478-3A A~--8UILT , ! I \ \ \ SHEET 3 I 1'AS-8VILT" ~~;~~"' SHEET 5 RC£ 9:)C/4o f!:.ff 9-3o-t1 ,~£~ MY REGISTI/AllON EXPIRES 9-30-15 SEE LANDSCAPE DRAWINGS FOR VINE POCKET LOCA TTONS, PLANTING AND /RR/GA TION ALONG THE RETAINING WALL MlEGA ENG#NEER#NG CONSULTANTS 9517 GROSS1vJONT SU1\.J1\.JlT DRIVE LA MESA, CAllFORNlA 91941 . PH:(619) 741-9456 FAX:(619) 664-4291 CONSTRUCTION NOTES NO. O!SCfl/PT/ON Sl'l/8a 0 rA,rc,rt, H<l'Kl'Kl>H BIORETENTION AREA \// )\II )\II J 6 mENCH RESURFACING PER CITY OF CARLSBAO CS-27 CS-26 &-CS-28 I .. . . '. 8 A-6 STORM ORAIN CLEANOIJT PER SORSO 0-9 @] ® 3'-S!OEWAU< UNOERORAIN fl,( \ 10 ® 2'-SIOEWAU< UNOERORA!N H 10 12 J DISABLEO PARK/NC STALL (2% MAX SLOPE ANY 0/RECTION) SORSO M-27 m @ T'IPE B CURB INLET PER SDRSO 0-02 Ell ® 6" PCC. CURB PER SORSO C 1 /5 6' PCC. CURB ANO CUTTER PER SORSO C 2 (T'tPE C) ® MODIFIED 6" CURB ANO CUTTER @ ® CMU RETAIN/NC WALL PER SORSO C-6 /8 CRAOEO SLOPES 7S_CIJT faF/lJ. ® 4" A mtUM ORAIN (PVT.) E:1B 0 20 A-4 STORM ORAIN CLEANOIJT PER SORSO 0-9 @] ® 4" PERFORAT£0 STORM ORAIN (PVT.) ™ --- 22 PCC BROY,[)/TCH, PER 0-75, T'IPE B (PVT.) q 2J R/PRAP (NO. 2 BACK/NC W/FIL TER FABRIC-0/MENS!ONS PER PLAN) g 24 12' STORM ORA!N (PVT.}, PER SO OATA TABLES @ 8/0RETENTION SPILLWAY /6.J PARKING STALL smtPINC l',J o• CURB @ OEEPENEO SIDEWALK EOCE 1l2f " -' /8" STORM ORAIN (PVT.}, PER SO OA/il TABLES ® U-T'fPE HEADWALL, PER 0-34 EASEMENTS 0 STORM I,\ AN EASEMENT FOR DRAINAGE AND \!_/ INCIDENTAL PURPOSES, GRANTED TO CITY OF CARLSBAD, PER DOCUMENT RECORDED DECEMBER 10, 1992 AS DOCUMENT NO. 1992-0793169, O.R. NO. 3 4 5 12 BEAR/NC RAO/US -JOO' -2,881' -2,881' N88'20'20"E - ---- @ I ~ --- ------ :::J DRAIN DATA LENGTH REMARKS 48.04' 18" HOPE CONOU/T 15J.74' 18" HOPE CONOU/T 180.90' 12" HOPE CONOU/T 115.47' 8" HOPE CONDUIT I /4 NOOVO'oO"W -85.79' 3-12" HOPE CONDUITS /7,\. RIGHTS OF ACCESS TO OR FROM \!...I PALOMAR AIRPORT ROAD & INNOVATION WAY WERE RELINQUISHED BY MAP 14600. MAP NO. 15630 CREA TED AN ACCESS OPENING, 40 FEET WIDE, FOR THE SUBJECT PROPERTY ON INNOVATION WAY. r=i\ A RESTRICTED SIGHT DISTANCE ~ CORRIDOR PER MAP 14600. © LANDSCAPE MAINTENANCE EASEMENT, 50 FEET WIDE ALONG PALOMAR AIRPORT ROAD, 35 FEET WIDE ALONG INNOVATION WAY AND 25 FEET WIDE AROUND COLT PLACE, TO BE MAINTAINED BY THE FUTURE PROPERTY OWNER'S ASSOC/A TION, PER MAP 14960. f'2' AN EASEMENT, 6 FEET WIDE, FOR ~ PUBLIC UTILITIES, INGRESS, EGRESS, GRANTED TD SAN DIEGO GAS AND ELECTRIC COMPANY PER DOCUMENT RECORDED APRIL 11, 2005 AS DOCUMENT NO. 2005-0294021, O.R. AN EASEMENT. 20 FEET WIDE WITH TABS, FOR WATER LINE PURPOSES © GRANTED TO CMWD PER DOCUMENT RECORDED APRIL 27, 2007, DOCUMENT NO. 2007-0288269, O.R .. PORTIONS Ff!-fJE ABANDONED PER PARCEL MAP NO l~-o~ r=i\ AN EASEMENT, 20 FEET WIDE, FOR \!_/ PUBLIC SEWER PURPOSES GRANTED TO THE CITY OF CARLSBAD PER MAP 15630. PORTIONS ABANDONED PER PARCEL MAP NO 12.•02 lo\ PROPOSED 20 FEET WIDE EASEMENT \51_/ TO CMWD FOR WATER PURPOSES PER PARCEL MAP ND IZ.•o:z._ 15 N34'53'25"W - 16 N90VO'oO"E - 17 NOOVO'oO"W - 18 NOOVO'oo"W - 19 N9ovo·oo·w - 20 N52'54'49"E - 21 N88'58'/8"W - 22 N02:J6'o8"E - 23 N19'55'44"E - 24 N9ovo·oo·w - 25 NYovo·oo·w - 26 N90VO'OD"W - 27 N12:J2'25"W - 28 N9ovo·oo·w - 29 Noovo·oo·w - 30 N90VO'OO"W - 31 N88'26'54"W - 32 N8778'29"W - JJ N86V5'45"W - J4 N40'43'34"W - J5 NODVO'oO"W - BMP TABLE OESCR/PTION: 8/0RETENTION AREA /J 51.03' 8" HOPE CONDUIT . 98./2' 8" HOPE CONOUIT 29.70' 6" PVC CONOU!T 46.67' 6" PVC CONDUIT 18.00" 6" PVC CONOU/T 38.87' /2' HOPE CONOU/T 52.30' 18' HOPE CONOUIT /3J.85' /2' HOPE CONOU/T 38.99' 8" HOPE CONOU/T 98.69' 8" HOPE CONDUIT 45.86' 4" PVC CONOUIT 101.54' 8" HOPE CONOU/T 36.80' 6" PVC CONOUIT JQ.37' 8" HOPE CONDUIT 7.42' 8" HOPE CONDUIT 121.67' 8" HOPE CONDUIT 114.89' 12" HOPE CONDUIT 4J.60' 12" HOPE CONDUIT 58.02' 8" HOPE CONDUIT 16.94' 8" HOPE CONDUIT 204.19' 6" PVC CONOU/T QUANTITY: 1,260 SF ALPS INNOVATION HOTELS GRADING PLAN SHEET CUP 12-5 CUP 12-06 PUD 12-04 AS-BUILT . \ , ]21814 '120913 . CONSTRUCTION NOTES Na OCSCR/PTION S'/IM!I. 0 A'v C E, BIORETENTION AREA II)\ II II J fkT)kT>k'l2fl 6 TRENCH RESURFACINC PER CITY OF CARLSBAO CS-21 CS-26 & CS-28 I . I 0 CURB OPEN/NC ffi 12 0/SABLEO PARK/NC STALL (2% MAX SLOPE ANY 0/RECTION) SORSO M-27 m IJ TfPE B CURB INLET PER SORSO 0-02 I@] 14 6" PCC. CURB PER SORSO C-1 15 6" PCC. CURB ANO CUTTER PER SORSO C-2 (TfPE C) 11 C/,/U RETAINING WALL PER SORSO C-6 18 CRAOEO SLOPES 75Jvr 7!\FIIJ. ® 4' ATRIUM DRAIN (PVT.) rn 0 20 A-4 STORM DRAIN CLEANOUT PER SORSO 0-9 @] @ 4' PERFORA TEO STORM DRAIN (P'lr.) ™ ---- 24 12' STORM DRAIN (PVT.), PER SO DATA TABLES --- @ BIORETENTION SPILLWAY @ I ,/6 PARK/NC STALL STRIP/NC 27 o• C/JRB 29 18' STORM DRAIN (PVT.}, PER SO DATA TABLES --- JI /' OffPENEO CURB 0 STORM DRAIN DATA BMP TABLE NO. BEAR/NC RAO/US LENGTH REMARKS OESCRIPTION: I N86'24'0J'W -J2.2J' /2' HOPE CONOUIT B!ORETENTION AREA /I 2 N16V5'48"W -6/.9J" 18' HOPE CONOU!T J4 NW'IJ'J4'W -16.94' 8" HOPE CONOUIT J5 NOOVO'rJO'W -204./9' 6' PVC CONDUIT EASEMENTS ® PROPOSED 20 FEET WIDE EASEMENT TO CMWD FOR WATER PURPOSES PER PARCEL MAP N0_l'2.•O~ J' 11£0 CI.EANOI/T STRIPE PAINTED AROI/NO ENTIRE RISER ABOff" ANCIJLAR STONE 11' 't/10£ 8' DEEP SECTION OF ij 2' TO J/4" ANCIJLAR STONE I /.0' l "' J ~;;,-:. >'·' "•{'°' ORA/NACE HOIES t d/o fJ 2' 0. C. 2 ROWS OF HOIES 2' OfFSET {RRST ROW MIN J' ABOff" FG) TRASH RACK 't/lTH /6 IIEBAR 6' 0. C. ANO STEEL PLAlE {i' x 6' x 24') MIN. J' x 18' THICK PCC ANTI-FLOTATION BLOCK 12" CMP RISER DETAIL NOT TO SCALE QUANTITY: 1,100 SF /✓A '5-13()/l,,'I ~/(P-MA- ~~--_y~ ANDREW ~~-50940 MY REG/SmAnON EXPIRES 9-30-15 _!1~/a__ DATE SHEET 4 M[EGA ENGINEERING CONSULTANTS 9517 GROSS,vIONT SU1vl,\;JIT DRIVE LA 1v!ESA, CALIFORNIA 91941 PH:(619) 741-9456 F,L'(:(619) 664-4291 DATE INITIAL ENGINEER OF WORK REVISl□N DESCRIPTI□N DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I . ' I ' ) / I ' I 120913 I I SH5ET I CITY OF CARLSBAD ULJ ENGINEERING DEPARTMENT 1 GRADING PLANS FOR: ALPS INNOVATION HOTELS GRADING PLAN SHEET CUP 12 5/CUP 12 06 -PUD 12 04 APPROVE~L_~~ GLEN K. V.AN PESKI - ' ~ JI ,3 - ENGINEERING MANAGER PE 41204 EXPIRES 3-::>t -i, ~~ DWN BY: P<fi,EGA PROJECT NO. DRAWING NO. CHKD BY: 'I. MS12-02 478-3A RVWD BY: AS-BUILT [~ - r-------------------------------------------------------------------------------- or)',-Ct __ 0 O --------·1 ..... ---· -====i= 11 As-Bu f L, "T 11 ~dl4· /'!be Sd/4tJ s-.,o 9-30-11 SHEET 7 £AL< ✓ P:.~ .. ANDREW J. KANN J.c:{..:.~ MY REGISTRAllON EXPIRES 9-J0-15 J!./z.z/aL.__ DATE 82.55' MEGA ENGINEERING CONSULTANTS 9517 GROSS1\IONTSUkh~JJT DRIVE LA 1~JESA, CALIFORNIA 91941 PH:(619) 741-9456 FAX:(619) 664-4291 \ I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CONSTRUCTION NOTES NO. 0£SCR/PI/OII S'r/H/a I 4" P.C.C. SIOEWALK, SORSO C-7 I , .. . . . . . I 0 HEAVY TRAmC PA't[!.IENT T.J.~5 (4' AC/8' CLASS II BASE) [:f/?./iD/".i/i{I J REC/JLAR TRAfflC PA't[MENT T.J.~4 (4' AC/5' CLASS II BASE) 1 ·. ·. · ·. · ·.•·. · •·. ·. •·. ·. l 4 STA!.IPEIJ CONCRETE (') f)} _/ .7 ., ., ~ "' OECOMPOSEO CRAN/TE (DC) PA Tl/WAY f:·•·.c • ·: •· "1 :~:•M~ :.,:,. •" >;.:;.": JI !' DEEPENED CIJRB (') All PORTIONS OF STAMPED CONCRETE OR ENHANCED PA I/INC PLACED O't[R OR MTH/N A PIJBUC EASEMENT SHAU REQUIRE AN ENCROACH!.IENT ACREE!.IENT MT// THE CITY OF CARlSBAO. SEE ENCROACHMENT AGl?ff!.IENT PER PR/3-, DOC. NO. ___ , REC. __ _ EASEMENTS (j) AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES, GRANTED TO CITY OF CARLSBAD, PER DOCUMENT RECORDED DECEMBER 10, 1992 AS DOCUMENT NO. 1992-0793169, O.R. r;;\ RIGHTS OF ACCESS TO OR FROM PALOMAR AIRPORT ROAD & "=.../ INNOVATION WAY WERE RELINQUISHED BY MAP 14600. MAP NO. 15630 CREATED AN ACCESS OPENING, 40 FEET WIDE, FOR THE SUBJECT PROPERTY ON INNOVATION WAY. (J) A RESTRICTED SIGHT DISTANCE CORRIDOR PER MAP 14600. © LANDSCAPE MAINTENANCE EASEMENT, 50 FEET WIDE ALONG PALOMAR AIRPORT ROAD, 35 FEET WIDE ALONG INNOVATION WAY AND 25 FEET WIDE AROUND COLT PLACE, TO BE MAINTAINED BY THE FUTURE PROPERTY OWNER'S ASSOCIATION, PER _MAP 14960. 17:\ AN EASEMENT, 6 FEET WIDE, FOR PUBLIC UTILITIES, INGRESS, ~ EGRESS, GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY PER DOCUMENT RECORDED APRIL 11, 2005 AS DOCUMENT NO. 2005-0294021, O.R. © AN EASEMENT, 20 FEET WIDE WITH TABS, FOR WATER LINE PURPOSES GRANTED TO CMWD PER DOCUMENT RECORDED APRIL 27, 2007, DOCUMENT NO. 2007-0288269, O.R. TO BE ','AGt, TE&-PORTIOr/S ~HOONeo PER PARCEL MAP NO .J._;_~ (J) AN EASEMENT, 20 FEET WIDE, FOR PUBLIC SEWER PURPOSES GRANTED TO THE CITY OF CARLSBAD PER MAP 15630. PORTIONS ASIWl>Ct/l!P VACi<ffiJ PER PARCEL MAP NO .J.1..:-01. ® PROPOSED 20 FEET WIDE EASEMENT TO CMWD FOR WATER PURPOSES PER PARCEL MAP 12-02, PARCEL MAP NO._l'Z.:c.Q.2..._ SCALE: I' ; 20' I SH~ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 1 GRADING PLANS FOR: ALPS INNOVATION HOTEL HORIZONTAL CONTROL PLAN CUP 12 5/CUP 12 06 PUD 12 04 APPROVE~ XU..~ GLEN K~UV~N:L ENGINEERING MANAGER PE 41204 EXPIRES .3-;51-1.s ~ OWN BY: QMEQll DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY: -!JJ. MS12-02 478-3A OlHER APPROVAL CITY APPROVAL RVWD BY: AS-8UllT_ I I I \ 120913 0 0) ~ 0 G) .... .,::.. ...I,,......, ...I,, 00 I w l> \ ' PROPOSED HOUDA Y INN PARCB. A M!"A= J.60 AC (Q{(}SS .t N£T) FF=J9l55 PAD=J90.«J rr; (I BtJ)C = J90.88 PROPOSED STA 't8RIDG£ SUITES PARCEJ. 8 M!"A= 2.97 AC {Q{(}SS .t N£T) ff=J95.85 PAO=J95.10 N: 1992246.03 SHEET 6 -. ,.. . -' ~ . -' -' ~· .. ff=J95.85 " SHEET 8 _jJ_ LJ 5' ff=J9l55 FF=J95.85 N:1992459.78 E:6253331,76 \ d.~"-·( M,.. - ANDREW J. KANi R. C.E. 50940 1,/Y REGISTRAllON EXPIRES 9-J0-15 ENGINEERING CONSULTANTS 9517 GROSSAIONTSUA/i~JJTDRJVE LA iv!ESA. CALJFORNlA 91941 PH:(619) 741-9456 FAX:(619) 664-4291 11 1 __ ,,, / ~ r · · I It I t I I , . /fr r .. / I I I I i I I -✓ f l .. ! I ' ' ,,,.,-,-· ----, , I 1 1 , , • __ . .--I' . J - I I I I I ' . -1 I ' ~ .. . ~r r1 1 I I , / I ~ J : : I I I I I ' -I .. . 111111 /· I ii -~-rti{1ir{f1·· •JI I I I'~/ I I[" 1 1 ,..-~··-, 1 1 1 --,r ,, •" I 1 ! //1 U--LA20TJ ~ 1aj~\tfr ! /'/ I • I r' •' I , , / I ! : I i , .,-r r l • r DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CONSTRUCTION NOTES NO. QfXIIIPI/ON S!1,/60/_ I 4" P.C.C. SIO[WALK, SORSO C-1 I , .. :. . . . I 2 HEAVY TRAmc PA 't[l,/£NT T.l.=5 (4" AC/8" CLASS II BASE} l/tt/;:;-.;,:-,;;t::I J RECIJLAR TRAFFIC PA 'tEMENT T.l.=4 (4" AC/5' CLASS II BASE) ( · .. ' ....... ' .. · 1 .. ·' .· .. ' .. · .. ·. 1 D[CO/,/POSED CRAN/TE (DC) PAO/WAY r:-·•z • ·; ,· .. "1 -· _., , •• :i • -..~ .... EASEMENTS (J) 0 0 (j) 0 ® AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES GRANTED TO CITY OF CARLSBAD PER DOCUMENT RECORDED DECEMBER 10, 1992 AS DOCUMENT NO. 1992-0793169, O.R. RIGHTS OF ACCESS TO OR FROM PALOMAR AIRPORT ROAD & INNOVATION WAY WERE RELINQUISHED BY MAP 14600. MAP NO. 15630 CREATED AN ACCESS OPENING, 40 FEET WIDE, FOR THE SUBJECT PROPERTY ON INNOVATION WAY. A RESTRICTED SIGHT DISTANCE CORRIDOR PER MAP 14600. LANDSCAPE MAINTENANCE EASEMENT, 50 FEET WIDE ALONG PALOMAR AIRPORT ROAD, 35 FEET WIDE ALONG INNOVATION WAY AND 25 FEET WIDE AROUND COLT PLACE, TO BE MAINTAINED BY THE FUTURE PROPERTY OWNER'S ASSOCIATION, PER MAP 14960. AN EASEMENT, 6 FEET WIDE, FOR PUBLIC UTILITIES, INGRESS, EGRESS, GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY PER DOCUMENT RECORDED APRIL 11, 2005 AS DOCUMENT NO. 2005-0294021, O.R. AN EASEMENT, 20 FEET WIDE WITH TABS, FOR WATER LINE PURPOSES GRANTED TO CMWD PER DOCUMENT RECORDED APRIL 27, 2007, DOCUMENT NO. 2007-02B8269, O.R. ,\5 BEPORTIOH ABANDONED PER PARCEL MAP NO _!._-Z.-O~ - AN EASEMENT, 20 FEET WIDE, FOR PUBLIC SEWE'R PURPOSES GRANTED TO THE CITY OF CARLSBAD PER MAP 15630. PORTIONS ABANDONED PER PARCEL MAP _l'2. •0'2. PROPOSED 20 FEET WIDE EASEMENT TO CMWD FOR WATER PURPOSES PER PARCEL MAP NO J~_l,_ 10 20 11AS-13 ()fl., "('I( ~ /~i-/1-B-ltb ' f<,ce. f5o940 f=.XP 9-3o-l7 DAT€,. P-£Jr=wfa. 011.t 1zlz1/1t, /A~..... , -~~ ?tJ SPE-CroR - ~ r DKr6. I SH7ET I CITY OF CARLSBAD ULl ENGINEERING DEPARTMENT 1 GRADING PLANS FOR: ALPS INNOVATION HOTEL HORIZONTAL CONTROL PLAN CUP 12-5 /CUP 12-06 PUD 12-04 APPROVED: )! ~ _✓, , / GLEN K. ~ PESKI • I ' JI Li__ ENGINEERING' MANAGER PE 41204 EXPIRES 3 ·'!1-15 D~E DWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MS12-02 478-3A OTHER APPROVAL CITY APPROVAL RVWD BY: I \ I \ 120913 ' C ..... :e 0 G) .... .i::.. ~ ..... ~ 00 I w )> \ ' I CONSTRUCTION NOTES NO. 0£SCf//PTION I) 4• P.C.C. SIOEWALK, SORSO C-7 0 HEAVY TRAFRC PA '£/,/£NT ll.=5 (4" AC/8" CLASS II BASE} 0 REGULAR TRAFRC PA '£/,/£NT ll.=4 (4" AC/5" CLASS II BASE) 4) STAMPEO CONCRETE (') EASEMENTS SCALE: /' = 20' S'tl,/80/. I , .. I [:t-•'/-"'·'trtt'·tl [ · .. · · .. · .. ·. ·. ·. · .. · ·. j "''-'-'-'-'-'-~ /////// .r,As-su1lr11 £~ /(Mu,-• /1-8-/? Ree. s-0940 f!..Y.PtJ-30-17 fJATlz R%,::J'J~ ~4-• 1~/z1/21, _iLf#:/lL- .E. 50940 DA TE MY R£GISTRAllON EXPIRES 9-J0-15 SHEET 7 M[EGA ENGINEERING CONSULTANTS 9517 GROSSi\40NTSU1\d1v!IT D!UVE LA 1~JESA, CALIFORNIA 91941 PH:(619) 741-9456 FAX:(619) 664-4291 --___ , _______ ------- DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I SHOET I CITY OF CARLSBAD ULJ ENGINEERING DEPARTMENT 1 GRADING PLANS FOR: ALPS INNOVATION HOTELS HORIZONTAL CONTROL SHEET CUP 12-5/CUP 12-06 PUD 12 04 APPROVED& --/ ~~K. ~/N~SKI ,,_ · • 11 1'. ZL ENGINEERING.MANAGER PE 41204 EXPIRES~-,.,-,:; -DA DWN BY: QMEQ8 PROJECT NO. DRAWING NO. CHKD BY: -,r.t M:S12-02 478-3A RVWD BY: ' I I ! I ., .. '' I I,' • I . I jJ.Jspec. ro OATa ~C,\o~ .... ~ .. ~ •• "!!!'aLES~\~nn.E~SHfEIS~\C~LSB-~GP~.D~ .. --~-~.08~/w~f~07 ________________________________________________________________________________________________________ ,,.-,,' AS-BUl,T ' 'I L ___ _ h20913 1 l ·~_i. ·\ ' ------- SCALD 1'=10' HOR. 1'=4' V£RT. SECTION B-B SCALD 1 '=10' HOR. 1 '=4' V£RT. ~"1(/M[EGA, ENGINEERING CONSULTANTS 9517 GROSS1\IONT SU1\Jiv/JT DRIVE LA AIESA, CALlFORNJA 91941 PH:(6/9) 74/-9456 FAX:(619) 664-4291 W CITY OF CARLSBAD I SHEETS I t----+--+----------------t---+---+---+---; ENGINEERING DEPARTMENT 11 t----+--+----------------t---+---+---+---i t----+--+----------------t---+---+---1-----l GRADING PLANS FOR: ALPS INNOVATION HOTELS DETAIL SHEET t----+--+----------------t---+---+---1-----l CUP 12-5/CUP 12-06 PUD 12 04 APPROVED:,ff -. / --,/. --/l ./ GLEN K. VAN PESKI ~ ~ Ld., ~ _1i/jl/LL 1---+---t-----------------+---+---+---+--------1 ENGINEERING MANAGER PE 41204 EXPIRES 3·'lil-1!> DATE DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REV!Sl□N DESCRIPTION · OTHER APPROVAL CITY APPROVAL OWN BY: OMEGA CHKD BY: .,,.01.=-- RVWD BY: PROJECT NO. M:S12-02 As-BVltT DRAWING NO. 478-3A ' ,, I 'I I i 120913 \ ' ---~--~--------~ .-------------------------------------------. .... -------------------.-----------------------------------------· NOTES: DEEPENED SIDEWALK EDGE NOT TO SCALE 1. USE RUSH RT FlA T BRASS CRATE FOR AREA ORA/NS IN THE HAI/OSCAl'E. CONTRACTOR SHA/1 SIJ8/,//T FCW APPi/OVAL Pfl/CW TO /NSTALLA T/ON. 2 AO.IJST AI.L AREA ORA/NS TO RNAL RN/SH CRAOES. A TN/UM CRATE NOS 80 CW APPROV. E()l//ffLENT {SIZE PEIi PLAN) .J. 0/MENSION C/'tfN FCW THE ARtil ORA/N TO RN/SH SURFACE SHAI.L MEAN 0/MENSION fR()l,I RNAL CRAOE POST-LANOSCAPIN!l. \_pi,r: PIPE IN'tfRT ElEVATION (IE) _/ PERPWI (SIZE PER PW/) NOTE: AREA DRAIN DETAIL NOT TO SCALE TOP OF CURB ANO RN/SHED SURFACE ELEVA T/ONS AR£ PER PLAN. TC - <'.I FS 4 200XMAX <J <J ' 4 q" " <J <'.I 4 « NON-STANDARD CURB & GUTTER NOT TO SCALE {HJI/NG 1110TH PEIi PW/ 6' CURB [TI -----..... 6' RAO/US- / ___.--()' HEICHT Cl/RB-('_6, RAO/US 2JI{/ CUTTER CURB OPENING INLET NOT TO SCALE NOTES: 1. ALL 'M:A THER TAPE SHALL BE USED TO SECURE THE FABRIC SOCK AT All JOINTS PRIOR TO PIPE PLACEMENT 2 CUT-OFF WALL EXTENDING A MINIMUM OF 6' INTO NA Tl'IE SOIL SHALL BE CONSTRUCTED AT AREAS ltHERE PERFORA TEO PIPE TRANSITION TO FLOW INTO SOL/0 WALL PIPE TO PREVENT MIGRATION OF WATER. .J. THE PERFORATED CONDUIT l'rlTH RLTER FABRIC SOCK SHALL BE SURROUNDED MTH A MINIMUM OF 6' OF CLEAN WASHED GRA ';EL. BEYOND THE CLEAN GRA 'IEL SHALL BE IMPORTED RLL l'rlTH ACCEPTABLE PERCOLATION RATES. RLL MATERIAL SHALL BE OEEMEO ACCEPTABLE BY THE SOILS ENGINEER OF RECORD PRIOR TO PLACEMENT OF MATERIAL. / CEOTEXTILE RLTER FABRIC SOCK ~lf JufVA TION (IE)J PLACEO ARO/JNO PERFCWA lllJ PIPE PERFCWA lllJ PIPE asx MIN. ;(SIZED PER PW/) /)J!-..,..-o~vµ_o ----=o==--,--o~ •o-......-J.)o :....,._~ PERF&ATIONSAfO/£S _/ SHAI.L FACE OOYINWAl/0 RLTER FABRIC TO BE I/IRE TIED (,fl TAPED ANO AT AI.L FABRIC OR PIPE ,/0/NTS PERFORATED STORM DRAIN NOT TO SCALE BU/LO/NG~ TOP OF CRAOE r12' CAST IRON GA TE CAP THREADED l/0 ~ ~ 560-C-1150 BACKRLL TO TOP OF '\ CONCRE 1/8 BENO HITH 1' , • '\.__ MAXIMUM AGlll/ECATE~-. pi,r: PIPE ~A ,rsw. 1/aBENo l""'-'"'-L----"'/ QOSE ENO HITH a.AY CAP d' C/10/JT IN PLACE 8-&<S88S SS& _ CW USE MECHANICAL "'8,iaigeee0 ""'"'°,/()/NT P/.UG STANOAl/0 W/f BRANCH GATE CAP (Htil VY 0/JTY) PRIVATE f:IEWE.R CLEAN OUT NOT TO SCALE NOTES: 1. CONCRETE SHALL BE 560-C-3250. 2. 'M:AKENEO PLANE JOINTS AT 15.0' O.C. .J. SVBGRAOE SHALL BE COMPACTED TO 95% MIN. RELAll'IE COMPACTION TO DEPTH OF 12~ J' RIBBON GUTTER (MODIFIED G-13) NOT TO SCALE -2,0' ---1 REBAR REINFORCEMENT PER SDRSO CONC. CURB 0-25- 1 -' ~ 1 _ UNDERDRAIN OPE;'NG Cl/RB AND SIDEWALK DEEPENED BELOW UNOERDRAIN 2' SIDEWALK (MOlJIF'IED D-25) NOT TO SCALE [!] PER PLAN NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2 SEE DETAIL F; SHEET C-10 FOR JOINT DETAILS .J. SLOPE TOP OF CURB 1/4' PER FOOT TOWARDS GUTTER SPILLWAY SECTION NOT TO SCALE NOTES: 1. RIPRAP SHALL BE UNDERCUT TO A MINIMUM DEPTH OF T+0.2' 2. RIPRAP SHALL BE PLACED 111TH ROCK 0. 1' BELOW SVRRO/JNO/NG GRADE ANO FLOW/.INE OF CHANNELS ANO PIPES. .J. RIPRAP SHALL BE INRLLEO lflTH J/4' GRA ';EL RWNG All VO/OS. GRA ';EL SHALL BE BROUGHT UP TO HAUNCH POINT OF UPPER ROCKS. RIPRAP DETAIL NOT TO SCALE [!] 12· 6' NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2 SEE DETAIL F; SHEET C-10 FOR JOINT DETAILS .J. SLOPE TOP OF CURB 1/4' PER FOOT TOWARDS GUTTER MODIFIED CURB AND GUTTER NOT TO SCALE "AS-BU/L:1'1 -~~ I TOP OF SLOPE\ I CURB\ ~ GUTTER\ \ I ' I I I VBOTTOM OF SLOPE PLAN VIEW 6' CURB AND GUTTER AC P'IMT ?Z2?22Z,2:2-'2'Z2!"::::'.::k," FLOW/.INE {PER PLAN) '-' '-TOP OF R/PRAP TO BE ''-r OJ' BELOW FLOW/.INE ', OF CONCRETE 2.0· r-R 1RCfl] CUTOFF WALL 0.5' SECTION VIEW SPILLWAY DETAIL (MODIFIED D-22) IT] NOT TO SCALE REBAR REINFORCEMENT PER SORSO 0-25 -r UNOERORAIN OPENING I CONC. SIDEWALK I --1--·~o-·-',I·-. o' ___ -_o_d·,• •_ • ... -hr-,-" . ' . . . ·4 " • • • .. ··<3 • • • 6'J J'J "----' • -• • --_---•· -. ; T\ \: .\ _ • , , • , " -• I "-6'CURBANO llfOENED GUTTER ' J' · 1 6 GUTTER FLARE PLAN VIEW SECTION VIEW 3'-SIDEWALK UNDERDRAIN DETAIL (MODIFIED D-25) O" CURB ALONG HARDSCAPE NOT TO SCALE ti~-:' )~~. ANDREW J. KANN ( R.C.E. 50940 MY REG/STRAnON EXPIRES 9-J0-15 NOT TO SCALE HEADWALL AT BIORETENTION AREA I 6' A TR/UM DRAIN AT ENOS OF BROl'f[)/TCH :-\ ~~,\ \ -~m -- -II BROW DITCH DRAINS NOT TO SCALE ~~(;M[EGA, ENGINEER/NS CONSULTANTS 9517 GROSS1vJONTSU1~/1\,JJT DRIVE LA AlESA, CALIFORNIA 91941 PH:(619) 741-9456 FAX:(619) 664-4291 1----+--+----------------+----+---+---+---< GRADING PLANS FOR: ALPS INNOVATION HOTELS DETAIL SHEET CUP 12-5/CUP 12-06 PUD 12-04 APPROVED:1, ~ )/ -,/4 ✓. ,/ GLEN K. VAN PESKI /."Ji · {/(4.. . Jl#,7/13 1----t---r-----------------1---+---t---+---l ENGINEERING-MANAGER PE 41204 EXPIRES .3-31·1$ DATE~-- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: .QMEM_ DATE INITIAL DATE INITIAL CHKD BY: ~•-'=[o/:_ · OTHER APPROVAL CITY APPROVAL RVWD BY: , PROJECT NO, MS12-02 DRAWING NO, - 478-3A As-BUILT ___ j \ ' -, i " ' ' \ \ 120913 / ' I PLANTING SOIL MIX: 50-60% SAND 20-JOX COMPOST 20-JOX TOPSOIL 5% OR IESS-CLAY OUTLET STRUCTURE / PER DETAIL B IMP-2, BIORETENTION FACIIJTY /12 TYPICAL SECTION J89. 75TOP OF BOX J88.40 -100-\'R PEAK STAGE 387.10 -10-\'R PEAK ST. GE DEP1H ,. .. . ,· J80.00IE OF 6" SUBDRAIN NOT TO SCALE MODIFIED TYPE B INLET MANHOLE ACCESS / 2 CHAMBER W/ BAFFLE WALL MANHOLE ACCESS ... _ ~ EMERGENCY OvfRFLOW --Y--~~ -y __ V-NOTCH {1.0', ANG=10? J85,95FL 4.0' 100YR ORIFICE oumow 9.9" DIAMETER BASED ON 100YR PEAK STAGE J79.95IE . ' .. ' . • . . • .. . ~· . ,. . , "' 0 ~8 as ~~ ~~ ),: ~ ::li J79.90IE IMP-2, BIORETENTION FACIIJTY /12 OUTLET CONTROL DETAIL NOT TO SCALE l'AS-!3Ll ( l,---r'I ~~ RCEE.So94o EXP 9--30-17 SD OUTLET MY RcGISTRAnON £XPIR£S 9-J0-15 -------------- PLANTING SOIL MIX: 50-60% SAND 20-JOX COMPOST 20-JOX TOPSOIL 5% OR LESS-CLAY BUILDING WALL PROPOSED PCC SIDEWALK I SW UNDERDRAIN 2.0% ; . . .. . . . . .. . . . . .. . . . . . ... IMPERMEABLE GEO FABRIC LINER IMP-3, BIORETENTION FACILITY /13 TYPICAL SECTION NOT TO SCALE . ...... 12• OUTLET PIPE IE=J8J.OO MANHOLE LID 4• PERFORATED SUBDRAIN PLATE BOLTED TO WALL 0. 6" HOLE AT IN VERT PER HYDROMODIFICA TION REQUIREMENTS FOR 0.1Q2 TO Q10 STORM EVENTS IE=J8J.12 IMP-3, BIORETENTION FACIIJTY /13 OUTLET . STRUCTURE NOT TO SCALE __!!0-z. //J DATE M[EGA ENGINEERING CONSULTANTS. 9517 GROS:Siv!ONTSU1H.1v!IT DRIVE LA 1v!ESA, CALIFORNIA 91941 PH:(619) 741-9456 F1LY:(6/9) 664-4291 ---.. __ ,, ___ _ ' . DATE INITIAL ENGINEER OF WORK AC PLANTING SOIL MIX: 50-60% SAND 20-JOX COMPOST 20-JOX TOPSOIL 5% OR IESS-CLAY IMP-1, BIORETENTION FACILITY /11 TYPICAL SECTION NOT TO SCALE MANHOLE LID 12" PIPE IE OUT=J88.10 IE IN=J88.20 B-INLET RIM =J94.50 MAX WSEL=J9J.92 PLATE BOLTED TO WALL 0.6" HOLE AT INVERT PER HYDROMODIF/CA TION REQUIREMENTS FOR 0.1Q2 TO Q10 STORM EVENTS IE=388.42 IMP-1, BIORETENTION FACIIJTY /11 OUTLET STRUCTURE NOT TO SCALE . Lill 1 CITY OF CARLSBAD Lill 1 ENGINEERING DEPARTMENT GRADING PLANS FOR: ALPS INNOVATION HOTEL BI □RETENTI □ N DETAIL SHEET CUP 12-5/CUP 12-06 PUD 12 04 APPROVED~' r~ _fl./ GLEN K. VA1tESKI ,_ . u Z1- ENGINEERING'MANAGER PE 41204 EXPIRES 3.15, -·~. /g;TE DWN BY: OMFGA DATE INITIAL DATE INITIAL CHKD BY: ;r.L PROJECT NO. DRAWING NO. REVISION DESCRIPTION M:S12-02 478-3A OTHER APPROVAL CITY APPROVAL RVWD BY: , I I l I 'I '120913 ;