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Home My WebLink AboutDWG 464-9A; CUP 08-19; BRESSI RANCH ASSISTED LIVING FACILITY; 01-08' I GRADING PLANS WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF Tl-IE CONSIRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE: FACILITIES, EROSION CONIROL 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 AND TH[ CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl TED ON 11-/ESE PLANS. FOR 0 BRESSI RANCH ASSISTED LIVING FACILITY THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WIT1-i THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSIRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE c,<v 0 \) . SITE CUP z > ,;:/ --\<) <( _J c,O 0" ?-0/\D w (0 u 0 PALOMAR rri 0 <( ~<?-'< r u (0 0 U) ),. LL _J ~ ;;:: u Ct:'. -2'. <( <( ~ 0 0... u )7 -"\) ~ ~ rri ),. ~ r ~ VICINITY MAP NO SCALE OWNER'S CERTIFICATE I ( WE" ) HEREBY CERTIFY 71-IA T A REGISTERED SO/LS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON 71-IE COMPACTION AND STABILITY OF "" "'" J:14,V(.-. -~ 1-2.1-10 DATE SOILS ENGINEER'S CERTIFICATE I, C.1\-'1<1-G,;;. 1-1.· C\-\1<.\S]"\AN , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF 71-IE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 71-IE FIELD OF APPLIED SO/LS MECHANICS, HEREBY CERTIFY 71-IA T A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN 71-1/S SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN 71-IE DATES OF ST. EL FUERTE STREET ®00 . ------------ 0 MUIJ1'4AM/l..Y VNJ1B --------7 ----ri+~+-JJ ®00 •·•••••·· ···1 JUNE 12, 2009 AND JULY 7, 2009. TWO COPIES OF THE SOILS REPORT I COMPILED FROM 71-IIS STUDY, W/71-1 MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF TH£ c,!!?[NGINEER. ~ SIGNED: --c;::::;_.,,L tf ~ G.£./P.£. NO.: -'o_o.'-·"",z.-'-1 '7.,,__ ________ _ DAT£: 1/-z,<:, lzi>,a I LICENSE EXP/RATION DA TE: PROJECT LEGAL DESCRIPTION LOT 2 OF CARLSBAD TRACT CT OJ-OJ, IN Tl-IE: Cl TY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14800 ON FIL[ IN TH[ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 21, 2004. 2.502 ACRES PROJECT LOCATION Tl-I/$ PROJECT IS LOCA TEO WITI-IIN ASSE:SSORS PARCE:L NUMBER($) 2/J-190-02 Tl-IE CALIFORNIA COOROINA TE JNOE:X OF T/-IIS PROJECT IS: N 1990 E-"'62..,.5,.Q _______ _ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON TH[SE PLANS WAS GENERA TEO BY CONV£NDONAL METHODS FROM INFORMATION GA TI-IERED ON JULY 2, 2009 BY NASLAND ENGIN[ER/NG TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BENCH MARK DESCRIPTION: #96 SDGPS-41 CITY OF CARLSBAD SURVEY CONTROL LOCATION: PALOMAR AIRPORT ROAD RECORDED: FILE NO. 2002-0112862 R.O.S. 17271 DATED FEB. 8TH 2002 ELEVATION: 446.94 DA11JM: NGVD 29 REQUIRED TREATMENT CONTROL BMP TABLB TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. AGREEMENT TREATMENT VEGETATED SWALES OWNER YES 3,5 TREATMENT BIO-RETENTION OWNER YES 3,5,8 SOURCE MODULAR OWNER · YES 5,8 WETLANDS SUSMP PROJECT PRIORITY TIER 3 IilGH I I REFERENCE DRAWINGS KEY MAP CITY OF CARLSBAD DWG. 411-4 Cl TY OF CARLSBAD D WG. 400-8 CITY OF CARLSBAD DWG. 415-JB SCALE: 1" = 80' IIAlNTENANCB FREQUENCY Bl-WEEKLY ffiCE-ll!RLY OR BEPORI/ AF!EII RAJU.Ill. YEARLY "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR T/-1/S PROJECT, Tl-IA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER Tl-IE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF Tl-IE BUSINESS AND PROFESSIONS COD[, AND /HAT THE DESIGN IS CONSISTENT WIT1-i CURRENT STANDARDS. I UNDERSTAND T1-IAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: NASLAND ENGINEERING ADDRESS: 4740 RUFFNER ST. CITY, STATE: SAN DIEGO, CA TELEPHONE: (858)292-7770 BY: ROBERT C. HA YNES (NAME OF ENGINEER) DATE: \/t.1/10 R.C.£. N0.:_2_5_59_J _______ .,.,....,...----- REGIS1RA TION EXP/RATION DA TE: _1_2_-J_t~, l ... t~· .,..t ___ _ 1/J..l/ltJ DATE NASLAND ENGINEERING CIVIL ENGINEERING 9URVEYING LANO PLANNING 4740 Ruffner Street, San Diego, California, 92111 858-292-7770 08=19 ' I vt I I ltl ~'\--l¥\l l 11 \ t; I \ I QUANTITIES NOTE: QUANTlnES SHOWN ON T/-1/S SHEET ARE APPROX/MA TE AND SHOULD NOT BE USED FOR BIDDING PURPOSES. CONTRACTOR TO GENERA TE T/-IEIR OWN QUANTITIES DESCRIPTION PROPOSED CONTOURS PROPOSED SLOPE PROPOSED TOP OF CURB PROPOSED FLOW LINE PROPOSED PRECENT GRADE SYMBOL --J71J-8--- J77.91TC J77.41FL PROPOSED FLOW DIRECTION _____ _ QTY 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLunoN NO. 6567 DA TED JUNE J, 2009 5. THE STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONSIRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY CHRISTIAN WHEELER ENGINEERING ____ DATEDJULY 7. 2009 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY NASLAND ENGINEERING DA TED AUGUST 11, 2009 WDID NO. 9 J75 __________ _ 9. STORM WATER MANAGEMENT PLAN PREPARED BY NASLAND ENGINE£RING DA TED APRIL 1 2009 10. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSIRUCTION HANDBOOK AND CAL 1RANS CONSIRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION SYMBOL QTY PROPOSED SEflfR LINE--------S---___ 240L.F. 6 EA PROPOSED SEflfR CLEAN our ______ _ • PROPOSED WATER LINE ____ _ --w---------220 L.F. PROPOSED FIRE SERVICE LINE __ _ --IFW--------245 L.F. PROPOSED 2• WATER SERVICE------<W1-------- CONNECTION PER C.M. W.D. W-4 1 EA PROPOSED 2• BACK FLOW PREVENTER __ _ 1 EA (C.M. W.D. W-20) l \ \ PROPOSED VEGETATED SWALE: ____ _ _ _____ 900 L.F. ~ J77.41LP PROPOSED 6" CHECK VALVE DETECTOR __ ASSEMBLY (C.M. W.O. W-22) 1 EA I I I I I I ~..,-y\ PROPOSED LOW POINT ______ _ PROPOSED HIGH POINT ______ _ J77.41HP PROPOSED FINISH GRADE _______ J77.41FG PROPOSED FINISH FLOOR J77.01FF ------- CONCRETE PAVING PER SOILS ENGINEERS DESIGN A/C PAVING PER SOILS ENGINEERS DESIGN CONCRETE SIDEWALK ____ _ ----9425 SQ.FT. ----6200 SQ.FT. PROPOSED STORM DRA/N ______ """.......,...,._..,s-1..,., ____ 1287 L.F. \ \ PROPOSED PRECAST CONCRETE: CATCH BASIN (PER DETAIL ON SHEET 7) PROPOSED PR/VA TE AREA DRAIN -------l!iiil 0 8 EA EXISTING RIGHT OF WAY LINE _________ _ 10 EA EXISTING CONTOURS ---------384-- PROPOSE:O PRECAST CONCRETE CATCH BASIN _ \gj WIT/-/ SOLID COVER (PER DETAIL ON SHEET 7) -------2 EA EXISTING SIREET LIGHT ___ _ SHEET INDEX PROPOSE:D RIM ELEVATION------384.0 RIM EXISTING PEDESIRIAN RAMP __ _ nllE SHEET-----------t NOTES & SECTIONS 2 PROPOSED TOP OF GRADE ______ 385.00TG GRADING PLAN J RETAINING WALL PROFILES & DE:TAILS 4 _____ 380.00IE EXISTING FIRE HYDRANT ___ _ STORM DRAIN PLANS 5 STORM DRAIN DETAILS 6 PROPOSED INVERT ELEVATION PROPOSED RETAINING WALL PROPOSED FENCE ____ -~-~~-=-___ 49J L.F. EXISTING STORM DRAIN-----======= STORM DRAIN & REMEDIAL GRADING DETAILS-7 SEWER AND WATER PLANS------8 ___ JOO L.F. EXISnNG WATER LINE ___ _ EARTHWORK QUANTITIES NOTE: E:ARTI-IWORK QUANTITIES DO NOT REFLECT ANY SPECIAL CONDITIONS T1-IAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE ONLY. SINCE: THE OR MEAN$ USED BY Tl-IE: CONIRACTOR DURING UARANTEE TH£ EXACT SOIL CONDIT10N OVER Tl-/[ ENGINEER CANNOT CONIROL THE EXACT METHOD GRADING OPERATIONS, NOR CAN THE ENGINEER G ENnRE SITE, THE ENGINEER ASSUMES NO RESPO Tl-I[ CONTRACTOR SHALL BE RESPONSIBLE FOR D FOR BIDDING, CONIRACT, ANO CONSTRUCTION PU NS/BIL/TY FOR FINAL EARTI-IWORK QUANTITIES. ETERMINING HIS OWN EARTI-IWORK QUANTITIES RPOSES. CUT: 6,600 CY FILL: 6,600 CY IMPORT: 0 CY EXPORT: 0 CY REMEDIAL: 4800 CY /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION EXISnNG SEWER LINE ---- P~NI~!PARTMENT APPROVAL "AS BUil T" ~k: ,.,... ~ DATE:2.//7//0 L-1./-~l2 (SIGNED) L)o,v Neu PLANNING DIRECTOR RCE2.S6'23 EXP. n.Ls1/JJ. DATE {4.i~~IGW> DATE{:f}-jlfJ-/ID REVIEWED BY: RECOMMENDED BY: Clf~1/.,..'"'t2--IJJthTf...(AfV /1?c1..' 1-2~12.. (PRINT NAM!) ~~ lECTO() DATE I S~EET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: BRESSI RANCH ASSISTED LIVING FACILITY TITLE SHEET C.U.P. 08-19 ~ErJy / ~ GLEN K. VA, PESKI 7,fJ,,.... . 2.h, 1-u,tc, VIL ENGINEER PE 41204 EXP. 3/31/11 DArE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY· CW OlliER APPROVAL CITY APPROVAL RVWD BY: CUP 08-19 464-9A 083110 GRADING NOTES (IN ADDITTON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. n-1/S 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, RESOLUTTON OF CONDITTONAL APPROVAL, CITY STANDARDS OR OTHER ADD/TTONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTTON. ALL PLAN REVISIONS SHALL BE PROMPTT. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTTFICA TE OF INSURANCE AS WELL AS ADDITTONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/TTONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANIT COMPANY WRIVNG THE POLICY MUST HA VE A RA TING 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 SECTTON J01.(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 APPROPR/A TE 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 TTTT.E SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUil T COND/TTONS 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 CONSTRUCTTON. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTTON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE Cl TY ENGINEERING INSPECTOR WITHIN 1WO WORKING DAYS OF THE COMPLETTON OF FIELD TESTS. 13. A SOILS COMPACTTON REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDA TTONS OUTT.INED 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 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA TTONS AND THE • EARTHWORK SPECIF/CA TTONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GATTON. DAILY FIELD COMPACTTON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A fflECONSTRUCVON MEETING $HAI/ BE HEID AT 71-tE SITE PRIOR TO ll-/E BFGINNING Of WORK AND SHAll BE ATTFNDm BY All REPRES(NTAVVfS RESPONSIBLE FOR CONSTRUCTTON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER AS/>ECTS OF 71-IE WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTTNG CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTTON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPF;CVON R[QLJESTS 071-lfR THAN FOR PRECCNSTRUCTION MEETING wa l BE MADE BY CAI UNG ll-/E FNGINFFRING 24-HOUR INSPFC110N RFOIJEST I INF AT (760) 4-38-3891, INSPF;CVON REQUEST MUST BE R£OOVED PRIOR TO 2: oo P-M, ON THE DAY BEFORE THE INSPECTION IS NEEDED. /NSPECTTONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATTONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTTON 6705 BY SUBMITTTNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTTON FROM THE HAZARD OF CA \I/NG GROUND DURING THE EXCAVA TTON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA TTON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5; OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF 71-IE PLAN VARIES FROM THE SHORING SY$TEM STANDARDS ESTABLISHED BY THE CONSTRUCTTON SAFETY ORDERS. TlllE 8 CALIFORNIA ADMINISIRA TTY£ CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINFER AT 71-IE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATTON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA TTON. 18. NO BLASTING SHALL BE PERFORMED UNTTL A VALIO BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT OCLL IN AO VANCE OF THE SCHEDULING OF BLASTTNG OPERA TTONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTTON, OPERA VONS WILL CEASE IMMEDIA m Y, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA TTONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATTONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA TTON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERJOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA TTONS SHALL BE CONDUCTED ON OCEKENDS 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 DAYS 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. 71-IE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG n-tE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TTON. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE 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 WAT[R IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERC[NT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF £ROS/ON CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS 0/RECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAOE TO PRODUCE A UNIFORM SURF A CE AND CROSS SECTION. THE SI TE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITTON. ALL STONE:S, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE: APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN £.dQj SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRAD/NG PLANS. 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. '1:M_~ eiJl, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIR[CTOR. I I \ ' 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WHERE AN EXISTTNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA TTON, 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. JI. THE CONTRACTOR SHALL VERIFY THE LOCA TTON OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTT. Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA TTONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTTLITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTTNG GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATTVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&:E (800)660-7343 PACIFIC BELL f800~892-012J TTME WARNER CABLE 760 438-7741 COX COMMUN/CA TTONS 760 806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) ~760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 760)438-2722 'SAN DIEGUITO WATER DISTRICT 760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 "VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHA/N WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE JJ, PERMIT COMPLIANCE REQUIREMENTS: A. OR NTR LLED RA NG -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. 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 CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GATTON ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTT.INED 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 IS 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. f-J -J9 R=1/2" t-6"-t R=1/2" -r I { L:. l:- 1 L I .\ ~11·-f 4" PRIVATE CURB NO SCALE 3' 35. THE SOILS REPORT TTTT.ED REPORT OF PRELIMINARY GEOTECHNICAL INVESTTGA TION PREPARED BY CHR/S71AN iM-iITl ER £NGiNEERiNG VARIES 0.13' VARIES DA TED JULY 7. 2009, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA TTONS AND SPECIF/CA TTDNS CONTAINED IN SAID SOILS REPORT. DISABLED ACCESS NOTES 6" P.C.C. (560-C-3250) 0.5' 1. ALL GRADES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS ALLOWED BY THE AMERICANS WITH DISABILITY ACT (AD.A.) IT IS CONT.RACTORS' RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE DISABILITY ACT GUIDELINES (A.D.A.A.G.) IN TH[ EVENT THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITTON PRESENT ITSELF THAT IS DIFFERENT FROM THOSE SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER SHOULD BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTTON CAN BE DETERMINED. 2. THE CONT.RACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATTNG TO AD.A.AG. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR CONSTRUCTTON TOLERANCE, ANY CONSTRUCTTON THAT EXCEEDS MAXIMUM OR MINIMUM D/MEENSIONS AND SLOPED AS CALLED OUT BY A.D.A.A.G. ARE SUBJECT TO REJECTION AND MAY B[ REQUIRED TO BE R[MOVED AND REPLAC[D, AT THE CONTRACTORS' EXPENSE. J. SINCE THE CIVIL [NG/NEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUBCONT.RACTORS DURING GRADING AND CONST.RUCTION OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE FINAL ACCEPTANCE OF A.D.A.A.G. R[LATED ITEMS BY THE CITY, ANY OTHER AUTHORITY, OR OTHER AFFECTED PARTIES. I I I I I J92.49FG J92.46FG I ( I I I I I / ~t t<i I 2.00%1 J92.77TC .4 FG J92.44FG O. 74% J92.5JTC 392.20FG 392.JOFG -MAX " --:t-+:~~~ \ ~'1..1,/ ,.----392.JBFG / J92.44FG D.32% ~ ~t 393.00TC ~ 392.67F 392.45 FG J9J.45TC J93.12FG RAMP DETAIL SCALE: 1 "= 1 O' AC PAVEMENT AND BASE PER SOILS ENGINEER RIBBON GUTTER DETAIL NO SCALE TOPV1'2N NASLAND ENGINEERING CIVIL ENGINEERING • SURVEYING • LAND PLANNING 4740 Ruffner Street, San Diego, California, 92111 858-292-7770 Cl I : Fl. L 1 u .. " ' 1. 1 ' I, -- ' B, r 0 lu • -A --'"' i r NI ,H s R A E -' s A >E I ' E: s -IOE'1 :,,., 1'5.' TA NJ ,t • " ' " " " H Tl " I ., • t - 1 ' 1 J ' o, , ~ lg ar "' )> •r-.,, ,.., >-( :'< Xi T. l,_ ld ,,: r,, 1• " "' I C 0-1,;; • [ ' -I l 'a}-- +~, ' ' ' i! () .... ~ l' ~ ~ I ' -· Jr s u, F, C, -( ~ \ ID w. " ' .. .. ~· ,L, TIO• ., • -,r SITE SECTIONS SEE SHEET 3 FOR PLAN VIEW 1.67' 6" WHEEL STOP 4" AC PAVEMENT #4 RE-BAR .,,SI DE V1'2N CONCRETE WHEEL STOP NO SCALE /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Ir., g:, n .,, ;:, • -, -_, lo,! ~ ' -~ B. £ :n i 0 'Fi F/ IS u F ~ C 9 f.-6 F. J t,.: " \ .J ·-, )' -✓ I CCC I ~ --, f-,_ --~ I l ' " XI T. s ~. VA k ,~ _ TIO I ., -· . - 1 ,. 0 5: ' J: ~ Ol ~, rB ~ /' :; ,-· '-'f'. C , .. li'll , ~ -I;' . ' VI ' '~ -T. < I/ - ~ E, '"' . /[ ' " .. :iEC -· 'I ,;1 L • i , ' , l t l; ( •' E R C l, ' u. V " 'U >r: c'" ! -------= ' • ¼--,\I £ £ w. L ,,, :i:-. ' c,· F M •n .,, R A -J , Tl ,> I ,, _,, 083110 1-= r 11 AS BUIL T11 -~, ~.-.. L-tf, .:MI l RCE 1-5,S-'}_/ EXP. tu_11/_.2Ptl.. DATE RaEv/ED BY, 7, t? I 1-ZS·ll. I J:TOR ( DATE I SH2ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: BRESSI RANCH ASSISTED LIVING FACILITY NOTES SECTIONS AND DETAILS AP~D:i ?L iJd; GLEN K. Vt~KI SENI R CIVIL ENGINEER PE 41204 EXPIRES 3/31/11 A E DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: t'.,V\I CUP 08-19 464-9A OTI,ER APPROVAL CITY APPROVAL RVWD BY: \ ,L \ 91,05 \, GAA@ 5T. 4+50 J9 .07 ~ .. ST). 0 -~ 2+50 396.07 -SiGH1 "°DISTAifcEL G' '9 ------- ~> 0 -~ ~> --c,·~ 2+00 2.00J 391. 07 -~g,62"N\RAD SE'. RD, £XIS . FH ,7+57, 12,..P :~-------===:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~~~~::::::::::::::::::::::::::::::::::::::::~: 1, I 1\ \ 1a1.42 \ ~...___ 20 0 20 40 60 80 ~ NASLAND ENGINEERING CIVIL ENGINEERING • SURVEYING •LAND PLANNING Scale: 1 • = 20' 4740 Ruffner Street, San Diego, California, 92111 858-292-7770 I I 1+ 0 2.001 -.o.:5 . I I I I I Ja+) .so, .c.11 --Jsry~ -II '¾b=",, l'\l:"'Q I I §~~ 11 "'. I I -. \ 1-~ ,, . . 1°-0 \C 9',· ,c '\. TW ~ \,;: II iil~ 11 11 11 I I 11 11 11 I I I I I I 111 I I 11 I I 11 I I 1J1c.. II ;,,'i' II "n,11 1.Ji 11 ;-,1 I I r:1 11 ~ 111 ~ 1\1 II . II II I I I I 11 11 11 11 11 ~ II "' <'? Ill -8 11 11 ?> 11 ~ II 11 II--, IIC) 11--sc:::: II~ 11<- I I' ial IIG;i " 11 --,._ 11..J_.;>, 11 ::::0 11 c:::J 11 r--c-, II~ , 11 1 11 Q °' 11 ~ ~ :1:es ~ I I. ~ II nlftJ II "' "' ~ i':l ~ 11 11 11 11 11 Ill 11 11 11 11 11 11 11 11 11 11 " CONSTRUCTION NOTES: G) CONSTRUCT 4• CONCRETE CURB PER DETAIL ON SHEET 2 (1) CONSTRUCT 6" CONCRETE CURB PER S.D.R.S.D. G-1 G) CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL ON SHEET. 2 G) AC PAVEMENT, BASE ANO UNDERCUT PER SO/LS ENGINEER RECOMENOATTONS @ ENHANCED PAVEMENT PER SO/LS ENGINEER RECOMENOATTONS @ RETAINING WALLS ~ SEE SHEET 4 FOR PLAN ANO PROFILE Q) CONSTRUCT B/0-RETENTTON BASIN PER DETAIL ON SHEET 6 @ CONSTRUCT CONCRETE DRIVEWAY PER CITY OF CARLSBAD STANDARD OWG. GS-12 ANO S.O.R.S.O. OWG G-14B @ PCC PAVEMENT, BASE ANO UNDERCUT PER SOILS ENGINEER R£COMENOATTONS @) CONSTRUCT 6" CONCRETE WHEEL STOP PER DETAIL ON SHEET 2 @ CONSTRUCT P£0ESTRIAN RAMP PER DETAIL ON SHEET 2 @ PRE FABRICATED FOUNTAIN PER LANDSCAPE PLANS ROOF" DRAIN NOTES: 1. STORM WA Tf.'R RUNOFF FROM ROOF DRAINS SHALL OUTLET ONTO SPLASH BLOCKS IN VEGETA TEO AREAS. 2. CONTRACTOR IS TO GRAD£ B/0-RETENTTON COURTYARD AR£AS SO THAT STORM WATER RUNOFF FROM ROOF DRAINS HAS POSITIVE SURFACE FLOW TO CATCH BASINS THAT OUTLET INTO BIO-Rf.'TENT/ON BASIN$. R[QU/R[O TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BIO-RETENTTON BASIN 2 EA VEGETA TEO SWALE.'$ 900 L.F. 11 AS BUIL T 11 f/.4tc~, •-l-t{-:MI 2 RCE2-S593 EXP.l1/Jt/.21H2-DATE REV!El,IED BY• <l h2. <2.L 1-i~,1z. · riiWicT□R ty== DATE I SH3EET I CITY OF CARLSBAD I SHEETS I 1------1--+-------------------1~--+--t----+---t ENGINEERING DEPARTMENT 8 1--------<---+---------------------<~---+---r---t----t 1----+---+----------------+---+--------<>----+----1 GRADING PLANS FOR: BRESSI RANCH ASSISTED LIVING FACILITY GRADING PLAN J-------l--+~-----------------1!------t---t----t-------t SE IOR CIVIL ENGINEER PE 41204 EXPIRES 3 31 11 1 OWN BY: -~-PROJECT NO. GLEN K. VAN PESKI ?JI/YID DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION oATE INITIAL oATE INITIAL cRHvwKoD 88yY:. c:-w c UP 08_ 19 011,ER APPROVAL CITY APPROVAL DRAWING NO. 464-9A 083110 l ) l "' 392 390 388 I I • .« --J ---.J ~ -5.0G' ! ~-; d ~ H-- 6 i! ~ -- ") I :;/l i! 3: ~. i----------j----------+---------oc.9tY------+---------+------+------I-· ---------+-----+-------·--+------+------j ~---~---~---~---~---~--------~----~-----~------~--------·------ PROFILE: RETAINING WALL "A" SECTION "A" $CAL£: HORZ. 1" = 10' $CAL£: HORZ. 1• = 10' VERT. 1 • = 5' VERT. 1" = 5' RETAINING WALL NOTES: 1. FOR WALL •A• US£ TYPE" A" GRAVITY RETAINING WALL PER SAN DIEGO REGIONAL STANDARD ORA WING C-9 2. FOR WALL "B" US£ MASONRY RETAINING WALL (LEVEL BACKFILL) PER SAN DIEGO REGIONAL STANDARD DRAWINGS C-1. 3. FOR WALL$ ·c· AND ·o· US£ CITY OF CARLSBAD BUILDING DEPARTMENT RETAINING WALL / LEVEL BACKFILL DETAIL$ FOR CONSTRUCTTON DA TE:D NOV6, 2001. 4. WALL$ ·a·. ·c·. AND ·o· AR£ TO 8£ SPLIT FACE TAN COLOR BLOCK. 5. ALL RETAINING WALL$ REQUIRE $£PARAT£ BUILDING PERMIT. 1+ . / t--------:~ D WALL "y- ...--"'__-" 7 • 8 10 11 14 15 11 RETAINING WALL KEY MAP SCALE: 1 • = 40' 11 i j I , I l 398 396 394 392 382 380 378 • ,cu --J --J ~ <'. ~ " . ----------~ --1j'j -,--.------~ -------------------~ ----~ t----., . ----Q_ __________ ~---------------------cx:i· OJ I-----0) 0) • 0) 2-(0----------------11) -"')-I-----1' t!').1---.. ,. ___ -·---------- 0) -II '<I-II ---+ --8 -")-------+ II 0 " 0 ..... TOI" +-~---·-------·-------· -------·-----------·----- 0 ---- ---. -----' r -+ I -----·--··---··-----£1/IJlSb GRADE. @7 " FACE_OF WALL _ I --..... -----I---·--· ·-·--!-' 1-···--"--·--------·------·------·--·--·---· ~ 1 • (.) fCl R -(tl <'. (3 " 1 '<I--" "' 0 n:: + \() ~--~li------"" ., -") '<I-·---0) .!! "I---- ~--------------·---·-·-6 ---------·-------F.; -" "' ") 7 ·ir-- OE"-WALL ~-----' -- --- FINISH GRA/. ~@ - " \() " ~ ! ] " ---19-·-~ \() 0) 0) r< . .. ---;,-, (6-• ' <o 0) ") 0) ~ ,.,---· o !-~-~ ·+ -- ' ' -I r -- • fCl --J --J ~ ~ ----ti "----------i a \() 0) ~ + - ~ • r. 33•--~--------rr=---' ------· .. ----------------;~1 : I ~FINISH-URFACE.-, -< • ,=F£NC /?£ !f -~EACl Qf_J1'ALLLl ~ _ MCI-J T£C R T Pl.AfJS ~-----... ---. -=' ------ ~ -:.--R£TAilNIN G-WALL '5I) C:::1 -------. P~DR ···-·--.,-----------·---- ~ BAC/\orw, Lt ------r-f------~ ' ! ,,:,.r FG•J9J "_ '----------f-----------------------f--------------------~----------------------------1--------------! --_,, IQ . .,., a -----i! TOE 0£__ -6.65~ ~-··---------I" --:~-~~-~OOf NG_ ----. §}---- "it------·--·----· -- ~ • p --J --J ~ <'. ('.3 ilj ~ 1 "' e ' -, -- " " r rn~Gl<AD£ @ I " '--, ' 'CC:--OrWAt -- ~ d -----., t TOP (£ I<} FOOT/ G ~ ~ -. --------- ~ " + f-c:, J ----------· ------------- -------- PROFILE: RETAINING WALL 'Bl, • -• $CAL£. HORZ. 1 -10 VERT. 1" = 5' Pj[ ~ ~ <"< ~ ~ ------f--------1 ") -11----- ~ bl-----------~--o ~--~ '--'-TOE. 0£ WALL, ' -·----,= -- ---------- -f---··-·-· --FINISH GR~D£ @ J BAC/\OF' WALc I -··--··--- ------ ---- ' ' -·-'----------·- ------ -----·---~------ - -------------·-···-·----·-· ---·--·- ---_______ ,, -- -·----- ·-· -·----------------··----·-----· PROFILE: RETAINING WALL "C" $CAL£: HORZ. 1" = 1 O' VERT. I" = 5' ! -.. --- ---- - ----- ' ---- ,.: il. • ~ (.) • :::l <'. <( I ~ ~ " ~g ~ ;·-_·· -r::-------,..,_ ") t,.j If ----------------- --=---j._ ~=------~ ~------R TAINING WAL 14· -----($£E-NOTE-3) __ ,. ---- --···--· -____________ t,o I -----------+- I + ' ~ I ~ ---------------------~-·r ·-------·-------·-..... I -' ----FINI ---SURFACE;, r··-------, -i ----L @£1CE.Q£ WALL ---~ --. --·· """" ~ ---------,., ~- \() I • ----------t---------· " ·-----<'l ~ <"< ~--0) !') ~---~ . --~· - --l--1-s. 86 • --------·- -·-c::.::..:_ 1• ---- --" ., ....... _. ___ ----" "-------- FG•J778 ---- -~ ! '1 I ·-·---··-·-u \... FINI -- ---u -------------- -·---- -----•-•-----SECTION "B" $CAL£: HORZ. 1 = 10 VERT. 1" = 5' • ' r ~- I I ti----, ~--~ I t ~---~ ± ") ii-----0 "- ----•J------·suRFAC£ C/COF WAL ---1 ---------.. ------- -------···---SECTION "C" $CAL£: HORZ. 1 • = 10' VERT. 1" = 5' II AS BUIL T 11 ~--L-q-).()12 ---!-----+-----+------+----+----------+--RCE.2..S:S:9? EXP l1•J/•)q2 DATE -----j---si;,e-rtoN-~'-f· .,v•,_• ---+-----+----1---s-Ee-10N "E"--+------~----------+----+---- ---~---~~-A_L_E:._· -~fff ~--1r, ----SCALE: ~:[ r;.l:'g:._ -__ -_:--:::=--==--=--==-=----~ _ ---= REVIE\./ED BY• <1 1-J. <J.J..... 1-25·12. ?~Ot'fSS/ ~&c. t3f l~CTOR~ DATE I SH4EET I CiiTY OF CARLSBAD I SHEETS I 1-------1---+------------------!---+---1-------+----1 ]ENGINEERING DEPARTMENT 8 t------t--+------------------t---+--t-----+----1 t------t--+-----------------1---+--t-----+---I GRADING PLANS FOR: BRESSI iANCH ASSISTED LIVING FACILITY RETAINING WALL PLANS NASLAND ENGINEERING ca 25593 0:: t------t---t--,,------------------t---+--t-----+----1 S IOR CIVIL ENGINEER PE 41204 EXPIRES 3 31 11 I CIVIL ENGINEERING • SURVEYING • LAND PLANNING V \ I, b DATE INITIAL 4740 Ruffner Street, San Diego, California, 92111 658-292-7770 CAI.: ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: ?YV RYWD BY: PROJECT NO. CUP 08-19 DRAWING NO_ 464-9A 083110 ~ )> <o r 385.00TG 2 3 .Of{ r::: ~ I~ 92.0 FG ~. 07+57-1 ~~ 20 0 20 .392 5FQ;oo 40 60 80 ~ Scale: 1" = 20' ~ EXIST. FH ◄ R~[ BIN ENCLOSURE P[R CITY OF CARLSB~ GS-16. / 000 ET DETAIL NASLAND ENGINEERING CIVIL ENGINEERING • SURVEYING • LAND PLANNING 4740 Ruffner Street, San Diego, Ca!itornia, 92111 858-292-7770 2.0% c,M\N /~ VEGETATED sWALES = 1s_ortSS10 ~jf?,\ C. tj'r;'Y fa a: 25593 "' I V I'- I \ J9 .56T\ 39 _·55rr ~ c, ~ "' ' " ~ r,-, "' V, ;-i Xi i1', ~ c;' ~~ ' ~o C. C. "' "' '." ' -~ 0 11 11 11 11 11 11 CD @ @ G) @ @ 0 @ @ @ STORM DRAIN DATA NO. BEAR/NG/DEL TA LENGTH REMARKS 1 N14°16'40"E 40.81' 8" PVC @ 2.11% 2 N75°4J'2o·w 28.38' 6" PVC @ 3.03% 3 N14016'40"E 30.23' 8" PVC @ 2.11% 4 N23°09'47"W 29.73' 10" PVC @ 2.02% 5 N66°50'13"E 29.47' 6" PVC @ 7.13% 6 N230Q9'47"W 39.59' 10" PVC @ 2.00% 7 N1QOQ1'16"W 56.72' 10" PVC @ 2.72% 8 N11°44'30"E 40.79' 10" PVC @ 2. 72% 9 N75°28'38"E 74.10' 10" PVC @ 2.72% I( N14037 '22•w 18.47' 8" PVC @ 2.00% 11 N75°28'38"E 72.32' 10" PVC @ 2. 70% 1' N80°29'11 "W 76.22' 10" PVC @ 9.18% 1, N82°32'09"E 40. 77' 8" PVC @ 1.00% 1, No1°09'28"W 82.39' 12" PVC @ 1.00% /! N63°56'20"W 76.87' 6" PVC @ 3. 72% 11 No1°49'55•w 25.98' 8" PVC @ 2.00% 1, N86°22'13"E 128.72' 8" PVC @ 3.71% 11 N05°53'36"E 62.15' 8" PVC @ 4.02% H N14°31'22"W 7.31' 6" PVC @ 42.4% 2( N84°06'24"W 2J.55' 8" PVC @ 2.00% 21 N05°53'361 "E 94.5J' 10" PVC @ 1.00% ~; NQJ007'51 "W 116.92' 12" PVC @ 1.25% 2. NOJ007'51 "W 24.75' 6" PVC @ 1.00% 2, N86°52'54"W 10. 99' 6" PVC @ 1.00% ,, NQJOQ706 W 7.25 6 PVC@ 1.00% 21 NQ30Q7 06"W 5.86 6" PVC @ 1. 71% 21 N84°25'06"W 11.50' 15" PVC @ 20.0% ,, N87°50'49"E 30.36' 18" R.C.P. @ 6.59% 2! N86°52'09"E 14.82' 6" PVC @ 6.48% 3( N86°52'09"E 19.32' 6" PVC @ 5.J3% CONSTRUC110N NOTES, INSTALL PRIVATE 12" CATCH BASIN (NOS 12" CATCH BASIN SERIES OR EQUAL) INSTALL PRIVATE 18"X18" ?RECAST CONCRETE CATCH BASIN PER DETAIL ON SHEET 7. INSTALL PR/VA TE 24"X24" ?RECAST CONCRETE CATCH BASIN PER DETAIL ON SHEET 7, INSTALL PR/VA TE 36"X36" ?RECAST CONCRETE CATCH BASIN PER DETAIL ON SHEET 7. INSTALL PRIVATE 18"X18" ?RECAST CONCRETE CATCH BASIN 'l,1TH SOLID COVER PER DETAIL ON SHEET 7. INSTALL PR/VA TE 24"X24" ?RECAST CONCRETE CATCH BASIN 'i,1TH SOLID COVER PER DETAIL ON SHEET 7. INSTALL MODULAR WE:TI.AND SYSTEM ~ LINEAR UG VAULT TYPE ~ PER MANUFACTTJRERS RECOMENDA TTONS AND DETAILS ON SHEET 6. CONNECT TO EXIST/NG CURB INLET CONSTRUCT 8/0 RETENTION AREA PER DETAIL ON SHEET 6. INSTALL PRIVATE AREA DRAIN (NOS SPEE-D BASIN OR EQUAL) @ USE WYE CONNECTION PER DETAIL ON SHEET 7 CONTRACTOR TO PLUG INS/DE OF EX/ST/NG CLEANOUT AND SLURRY FILL EXIST/NG 24" RCP S71JB NOS SP£E:-D BASIN OR E:QUAL 6" PVC UND£RDRAIN (TYP.) PROVIDE: J" PCC HANDFORM£D APRON TYPICAL 6" OUTLET DETAIL N.T.S. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BIO-RETENTION BASIN 2 EA MODULAR WETI.AND SYSTEM 1 EA PROV/D£ J" PCC HANDFORM£D APRON 6" PVC UND£RDRAIN BUIL T11 REVJEIJED BY, I DATE l---+-----+-------------l---+---l--------,e------1 I SH5EET I CITY OF CARLS BAD I SHEETS I ENGINEERING DEPARTMENT 8 ~==-=================-==== l---f---+--------------------lf---+--+---+----1 GRADING PLANS FOR: BRESSI RANCH ASSISTED LIVING FACILITY PRIVATE STORM DRAIN PLAN 1----1----+-~-------------------le---------+---+----+-----I SE OR CIVIL ENGINEER PE 41204 EXPIRES 3 31 11 I--DA_T_"--I---IN_ITI_A_l...µ;.1.l;,__ _______________ .l-__ .j_.__---l __ ___. __ _J DWN BY: • I--D_A_TE_,__1_N1_n_Al__._D_A_T_E_,__IN_IT_IA_L--I CHKD BY: RVWD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL &w PROJECT NO. CUP 08-19 DRAWING NO. 464-9A 083110 -------...,..... ___ _ TF=380.B3 =- J71.JI /.£. (OUT) MODULAR WETLAND 22· I I J7f.00 , OUT J71.00 /,£, IN • :'.' 73. sa.----'lb ~ 27 J. OUTJ----·t--° 28 -li"cE\lec (LO!lcR.OW) ====~=112:e::J?eve:::-:::;--~~~~~-T.1. 373,08 /.£. IN 377.12 f1_ ..... fG 31B ~ MODULAR WETLAND DETAIL SCALE: 1"=10' INSTALL 22' AND 14' MODULAR W£n.AND SYSTtMS LINEAR UG VAULF TYPE PER MANUFACTURERS RECOMENDA nONS AND SPEC/RCA noNS 392.20TG 391.501£ 392.20TG 391.501£ [ 392.40TG 391.50/E J ..._________ §: J Q. • '9 ____/ ~~r, ~I 3lfl-. 10 ROOF DRAIN NOTES: 392.40TG 391.501£ ::] ~ :,9'),' 392.40TG 391.501£ 1. STORM WATER RUNOFF FROM ROOF DRAINS SHALL OUTLET ONTO SPLASH BLOCKS IN VEG£TA TED AREAS. 2. CONTRACTOR IS TO GRADE BIO-RETENTION COURTYARD AREAS SO THAT STORM WATER RUNOFF FROM ROOF DRAINS HAS POSITIVE SURFACE FLOW TO CATCH BASINS THAT OUTLET INTO BIO-RETENTION BASINS. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BIO-RETENTION BASIN 2 EA MODULAR WETLAND SYSrEM 1 EA NASLAND ENGINEERING CIVIL ENGINEERING • SURVEYING .•LAND PLANNING 4740 Ruffner Street, San Diego, California, 92111 858-292-7770 [j I 391.80TG ·A· 385.941£ BIO RETENTION DETAIL SCALE: 1" = 10' /1\ DATE INITIAL ENGINEER OF WORK PLANTING PER LANDSCAPE PLANS 18"X18" OVERFLOW CATCH BASIN PER D£TA1 ON SHEET 7 ~ 391.25TG £LEV = 391.00 6" PVC 12" GRAVEL BE 6" PERFORATED PIPE@ 1.00% 386.89 I.E. USE US FABRICS 40 MILS GEOMEMBRANE LINER OR EQUAL SECTION "A"-"A" N.T.S. PLANTING PER fE:E=:::~~~ LANDSCAPE PLANS w-----,.'1'~·? ,t;-1..J-ELEV = 391.00 6" PVC J iilJ! iii! ·'. . , .:. . . . · I "" 386.·· IE. iii!l • r . B" PVC OUTFLOW PIPE PER PLAN 385. 94 I.E. mi ·:-_.· ·: ....... :· ·:· ·_.:. :-•··. :_ '·.'_:_FILTER FABRIC · .. · .... :::° , _:., .. ·.; ·/. MIRAFI S-1000 POLYPROPYLENE ··· · ··· · ·. · ·.· ' . · . . · . {'~ GEO TEXTILE OR EQUAL 12" GRAVEL BED . , . . . . . .. . . iil!1 ff/,\! iii,! REVISION DESCRIPTION - 6" PERFORATED PIPE @ 1.00% USE US FABRICS 40 MILS GEOM£MBRAN£ LINER OR EQUAL SECTION "B"-"B" N. T.S. 11 AS BUIL T 11 ~~~ t-11-~l2. RCE 2.,:s-13 EXP.12./;~t/...J.?tz_ DATE REVJEIJED BY1 /i -Zl t1n /-Z~·ll. II Iii ;,ECTOF(J DATE I SH6ET I I SH~TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS .FOR: BRESSI RANCH ASSISTED LIVING FACILITY STORM DRAIN DETAILS APJm;!,Eoy ~ GLEN K. vt~KI SE:1-II0R CIVIL ENGINEER PE 41204 EXPIRES 3/31/11 ATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ?V-1 CUP 08-19 464-9A OTHER APPROVAL CITY APPROVAL RVWD BY: 083110 POUR J" CONC. COLLAR BETWEEN 18 6" P. V.C. RISER & INLET 28" STEEL SOLID TRAFFIC COVER EXT£NS/ONS 411, 611, 10", 12", OR 18" AS NEEDED ___ GRATE & FRAME FOR ,. TRAFFIC OR PARKWAY 1/2" MAX.OPENING IN DIRE:CTION OF TRAVEL IF LOCATED IN PEDESTRIAN TRAVEL WAYS. ~'--6" P. V.C. RISER OP110N "A" CONTRACTOR HAS OP110N TO EXTEND BOX TO LO~ST INVERT £LEVA 110N AND US£ KNOCKOUTS FOR PIPE CONNEC110NS. BROOKS PRODUCTS INC. OR EQUIVALE:NT DETAIL 18x18 CATCH BASIN (PR/VA TE) TO 8£ USED ON ALL HORZ. AND VERT. BEND PVC INFLOW PIPE NTS FLOW (IE) INVERT ELE:VA 110N PER PLANS SEE SHEET 5 FOR LOCA 110N P. V.C. RISER PIP£ STANDARD 45° BE:ND STANDARD W\1'. BRANCH FLOW PVC oumow PIPE PVC LATERAL PIP£ DETAIL A WYE CONNECTION (HORIZONTAL OR VERTICAL) NTS SEE SHEET 5 FOR LOCATION POUR J" CONC. COLLAR BETWEEN VAR S 18 6" P. V.C. RISER & INLET EXTENSIONS 4", 6", 10•, 12", OR 18" AS NEEDED GRATE & FRAM£ FOR --TRAFFIC OR PARKWAY 1/2" MAX.OPENING IN DIRE:CTION OF TRAVEL IF LOCA TE:D IN PEDESTRIAN TRAVEL WAYS. 18" BASE W/ KNOCKOUTS 1-r-1HIN WALL KNOCKOUT ,,_, . .._,_,~ FOR USE WITH SHALLOW STORM DRAIN "-.._ 5• P. V.C. RISER UNLESS 011-IE:RWISE NOT£D CONTRACTOR HAS OP110N TO EXT£ND BOX TO LOl+EST INVERT ELEVA 110N AND USE KNOCKOUTS FOR PIPE CONNEC110NS. BROOKS PRODUCTS INC. OR EQUIVALENT DETAIL 24x24 CATCH BASIN (PRIVATE) NTS SEE SHEET 5 FOR LOCA 110N APPROX/MA~ "" • ·~ ~ I I ___ "£' _ AR_E:A_O_F _!' UNDE:RCUT _____ ~ f :fl, EXTENSIONS 4", 6"', 10", 12", OR 18" AS NEEDED ======= VARIES 18' GRATE & FRAME FOR --TRAFFIC OR PARKWAY 1/2" MAX.OPE:NING IN DIREC110N OF TRAVEL IF LOCATED IN PEDE:STRIAN TRAVEL WAYS. 18" BASE W/ KNOCKOUTS II .)___ 67°":.....-11-/IN WALL KNOCKOUT FOR USE W/11-1 SHALLOW STORM DRAIN BROOKS PRODUCTS INC. OR EQUIVALE:NT o I ) \ ~ \ \:,r. ~ (7--- COTTAGE' DRIVE: R/W EXISTING 380f---:-=== [SVRFA~----- SECTION "A" SCALE: 1"=40' NOTES: 1. THIS PLAN WAS PRE:PARE:D BASE:D ON INFORMA 770N PROVIDED BY "RE:PORT OF PRE:UMINARY GEOTECHNICAL INVE:S11GAT70N" PREPARED BY: CHRIS11AN WHEELE:R ENGINEERING DA TED JULY 7, 2009. PLE:ASE: SE:£ ABOVE: REPORT FOR ADOl110NAL INFORMA 110N. 2, FIELD COND/110NS AND OBSERVA 110NS BY 71iE: DETAIL 36x36 CATCH BASIN (PRIVATE) GEOTECHNICAL CONSULTANT OUR/NG CONSTRUC110N MAY REQUIRE: REVISIONS TO THE: LIMITS OF RE:MEDIAL GRADING SHOWN ON T7·1/S PLAN. NTS SE:E SHEET 5 FOR LOCA 110N NASLAND ENGINEERING CIVIL ENGINEERING • SURVEYING • LAND PLANNING 4740 Ruffner Street, San Diego, California, 92111 858-292-7770 ✓ PLAN VIEW SCALE: 1"=40' UNDERCUT ARE:A(TYP) REMEDIAL GRADING PLAN /l\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION R/W NYGMRO STREET DATE INl11AL OTHER APPROVAL DATE INl11AL CITY APPROVAL LEGEND APPROX/MA TE ARE:A OF 5' UNDE:RCUT APPROX/MA TE ARE:A OF 2' UNDERCUT - .Eli.OEOSE. BUI .DJN(l_---<. WALL -- fT.aJ9J +t~ i :-,----,---- 1 -n1-~ " t ~ ' =; H -c·UNDE =tl~-GRADl cu,N RE:MEI ~- VG-PER I I _,-,-I -,; j ~:tti -,,-SOIL~ J;NGINEE:R _____ TYPICAL UNDERCUT @ BUILDING N. T.S. - -- --·. .. -- --- -- --~ 4~Ac:--o !ER--I 4-"-OR-6"-CUR -1rtj2-"-B ~SE, --~-·--- ' ·:.J,O~ . -·-· '· ... . .,_.,,...,..,. ?:i UNDE cur ;;-REM£! . . ........ ~:: . . . ' . . . . . . . . . ,.~::. r-GRADIV<J-P£ ----------~-.-. .·.·.·.-i·.·.·.-.·.·.·.·.·.·. 5QJLS . E:NGJ./'J.E:t:B _ --- TYPICAL UNDERCUT @ PARKING N. T.S. -- --... _ ------· R0IAJNJNG.. WAL' -' ' '1'~111 AL I AL -·----.\ Illini = FIN/$1-,SURF. 1 <It BACK" 01" CE WALL .. _.FJNJSH. .• @ FACE --·· LJRFAC~ --- OF WALL --, C -g_L- / f,-l!Js -,5;, ,.. . ~ r.., rl ..... ' • • • I • • • • ,"}ii'(i/ .. ......... ..... ....... .... .. ... . . . . ............ , .. ··-· TYPICAL UNDERCUT @ RETAINING WALLS N. T.S. ---~- - "AS BUILT" 12~-h.<-; t-l/·Y/2 RCEAS'S2,:f EXP,l~M/2. DATE REVIE\.IED BY, ~ 1, (' j !-Z~-12. I ~£CTOR{, DATE I SH7ET I CITY OF CARLSBAD I SH8ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: BRESSI RANCH ASSISTED LIVING FACILITY STORM DRAIN DETAILS / REMEDIAL GRADING AP'1»j'.EO:Y, iJ,d_ GLEN K. V~~ J,7,,~KI SE•~OR CIVIL ENGINEER PE 41204 EXPIRES 3/31/11 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ON CUP 08-19 464-9A RVWD BY: 083110 \ I I I I ~ \ \ I I \ \-' ( I \ ~ I 1-, ( I \ I I \ I ... \ c (2\1L. )~\'? \ \ \ \ \ I \ ,,. \_ 4+50 39}.07 I Gi 11)1 ' ' "' ' ~~ 2.00% 394.42) TC (394 82) TC 6 I r= I 3 392.6QT 392.27FG A // 4 -393.331C 393.00F EXIST. 8" PVC SEWER 4+00 ----'P_,,ERe....,.OWG=-. N0.411-4 -L-+------1 -7 2.00% 2+50 ------:-:-:I -396. 07 393 07 394.0 NASLAND ENGINEERING CIVIL ENGINEERING • SURVEYING • LAND PLANNING 4740 Ruffner Street, San Diego, California, 92111 858-292-7770 2.00% : I 11 ACK 11 Ii 11 11 11 11 11 11 11 11 I I 11 111 11 11 11 11 11 11 11 --) 11 11 § ?> 39 .56T ~ 39 .5517 " a, • 11 111 11 ---" I "' I. ~ ~~ • -~ 6 --,, Q '- 11 11 11 11 11 3 7.57TW 11 . 2.2nr 11 r ~ " ~ 11 -~ 11 111 SEWER DATA TABLE NO. BEARING/DEL TA LENG11-I REMARKS 1 N 82°48'35" W 20.28' 6" PVC @ 2.00% 2 N 41 °52'54• E 47.37' 6" PVC @ 2.00% 3 N 03°04'37" W 61.82' 6" PVC @ 2.14% 4 N 03°04'37" W 61.82' 6" PVC @ 2.14% 5 N 03°04'37" W 20.54' 6-PVC @ 2. 75% 6 N 41°54'08" E 8.90' 6" PVC @ 2. 75% 7 N 86°52'54" E 40.65' 6" PVC @ 2.00% DOMESTIC WATER DA TA TABLE NO. BEARING/DEL TA LENG11-I REMARKS 1 N 82°08'28" W 28.38 2 1/2" PVC 2 N 41°52'54" E 34.92 2 1/2" PVC 3 N 03°07'06" W 114.12' 2 1/2" PVC 4 N 86°52'54 • E 21.29' 2 1/2" PVC FIRE PROTECTION WATER DATA TABLE NO. BEARING/DEL TA LENG11-I REMARKS 1 N 82°08'28" W 12.68' 6" PVC 2 N 41°52'54• E 78.09' 6" PVC 3 N 03°07'06" W 105.25' 6" PVC 4 N 86°52'54" E 20. 71' 6" PVC CONSTRUCTION NOTES: 0 CONNECT TO EXISTING 8" PVC SEWER LATERAL. @ INSTALL SEWER MAIN CLEANOUT PER CITY OF CARLSBAD STANDARD DRAWING S-6 Q) POINT OF CONNCETION (SEWER) ~ SEE PLUMBING PLANS FOR CONTINUATION 0 · CONNECT TO EXISTING 6" WA TE:R LA TE:RAL ~ USE 6" TO 2" PVC REDUCER AND INSTALL 2" WATER SERVICE PER C.M. W.D. W-4 0 INSTALL 2" DOMESTIC REDUCED PRESSURE BACKFLOW PREVENTION DEVICE PER C.M. W.D. W-20. POINT OF CONNECTION ~ DOMESTIC WA TE:R ~ SEE PLUMBING PLANS FOR CONTINUATION. CONNECT TO EXISTING 8" WA TE:R LATERAL ~ USE 8" TO 6" REDUCER AND INSTALL 6" FIRE SERVICE W/77-1 CHECK DETECTOR ASSEMBLY PER C.M. W.D. W-22 WITH FLG CONNECTION FOR FDC ANC CHECK VALVE. POINT OF CONNECTION ~ 6" FIRE PROTECTION SERVICE ~ SEE FIRE PROTECTION PLANS FOR CONTINUATION. INSTALL CONCRETE: TT-IRUST BLOCKS~ TYPICAL AT ALL WATER ANGLE PNTS. PER C.M.W.D. W-15 & W-19. INSTALL 1" AIR RELEASE VAL VE PER C.M. W.D. W-5. "TT-IRESHOLD BY-PASS TEE" ~ SEE PUMBING PLANS 6" PVC FIRE SE:RVICE MAIN - 4"~3/4" CRUSHED ROCK BEDDING 3.00' TRENCH WIDTH Q:. Q:. 1.5 ' 0 0 l<j sail 2 1 /2"" PVC .,.,,. 11~ -DOMESTIC WATER MAIN -2"~3/4" CRUSHED ROCK BEDDING JOINT TRENCH DETAIL N. T.S, 11 AS BUIL T 11 w~ .... -i.-1{·2~,2. RCEU'."S9:3 Expf4-/JI/Yil DATE REVIEIJED BY• I DATE I SH8EET I CITY OF CARLSBAD I SHEETS I 1----1----+-----------------,f---+---t----+---t ENGINEERING DEPARTMENT 8 1----t-----+-----------------<f-----+---t----+-----t ,__ __ ,___-+-----------------<f-----+---t----+-----t GRADING PLANS FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION BRESSI RANCH ASSISTED LIVING FACILITY SEWER AND WATER PLAN OWN BY: DATE INITIAL DATE INITIAL CHKO BY: ON OTHER APPROVAL CITY APPROVAL RVWO BY: PROJECT NO. CUP 08-19 DRAWING NO. 464-9A 083110