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HomeMy WebLinkAboutDWG 486-4A; CT 14-03; BEACH WALK AT MADISON; 01-03GRADING NOTES (IN ADDITION TO THE REQUIREMENIS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. 1HIS PLAN SUPERSEDES ALL 01HER PLANS PREVIOUSLY APPROVED BY 1HE CITY OF CARLSBAD REGARDING GRADING SHOWN ON 7HIS SET OF PLANS. 2. APPROVAL OF 1HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 1HE CARLSBAD MUNICIPAL CODE, RESDLUTION OF COND/110NAL APPROVAL, CITY STANDARDS OR OT.HER ADD/110NAL DOCUMENTS LISTED HEREON AS 1HEY MAY PERTAIN TO 1HIS PROJECT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 1HESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE 1HE DEVELOPER OR ENGINEER-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 THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING 1HE CITY OF CARLSBAD AS AN ADD/110NAL INSURED ON T.HE PERMITTEE'S POLICY IN T,HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. T.HE INSURANCE COMPANY WR/11NG THE POLICY MUST HAVE A RATING OF "A " OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF 1HE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND 01HER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO 1HESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE Cl TY ENGINEER, NO TED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF T.HE PLAN$ AND 1HE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME T,HE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND/110NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY 1HE 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 STA TE 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 DAYS OF THE COMPLETION OF FIEW TESTS. 13. A SOILS COMPAC110N 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 1HE DIREC110N OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE W/T,H 1HE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND 1HE • EART.HWORK SPECIF/CATIONS • ATTACHED TO 1HE PRELIMINARY SOILS INVESTIGA 110N. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PRO,IECT INSPECTOR. 14. A PRECONS7RUC710N MEETING SHALL BE HF1 Q AT THE SITE PRIOR TO THE 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, 1HE LANDSCAPING PLANS FOR 1HIS PROJECT, DRAWING NO. 440-5L, AND/OR AS DIRECTED BY 1HE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE' OWNER/APPLICANT SHALL INSURE 1HAT ALL CONTRACTORS SHALL COORDINATE T,HE WORK OF THESE GRADING PLANS W/1H 1HA T SHOWN ON B01H 1HE LANDSCAPE AND /RR/GA TION PLANS AND 1HE IMPROVEMENT PLANS AS REQUIRED FOR 1H/$ WORK IN ACCORDANCE W/1H 1HE LANDSCAPE MANUAL TIME' REQUIREMENTS. JO. WHERE AN EXISTING PIPE LINE IS TO BE' ABANDDNE'D AS A RESULT OF T.HE' GRADING OPERATION, IT SHALL BE' REMOVED W/1HIN TWENTY FEET OF BUILDING OR STREE'T ARE'AS AND REPLACED Wl1H PRDPERL Y COMPACTED SOILS. IN 01HER ARE'AS T.HE PIPE WILL BE PLUGGED W/1H CONCRE'TE OR RE'MOVED AS APPROVED BY T.HE CITY ENGINE'E'R. 31. T.HE CONTRACTOR SHALL VERIFY 1HE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) W/1HIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT T,HE REVISION OF THE GRADING PLANS IF IT IS FOUND 1HA T 1HE ACTUAL LOCA 110NS ARE IN CONFLICT Wl1H T.HE' PROPOSED WORK. 32. 1HE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACIL/11ES AND SHALL COORDINATE THE WORK W/1H A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (STREEST & STORM DRAIN) *CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) *SAN DIEGUITO WA TEk DISTRICT *LE'UCAD/A WASTEWATER DISTRICT *VALLE'CITOS WATER DISTRICT *OLIVENHAIN WATER DISTRICT *BUENA SAN/TA TION DISTRICT *AS APPROPRIATE 33. PERMIT COMPLIANCE RE'QUIREMENTS: 800 422-4133 800 660-7343 800 892-0123 760 438-7741 760 806-9809 760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 744-0460 760 753-6466 760 726-1340 A. F R G AD/NG -1HE APPLICANT HIRES A CIVIL ENGINEER, SOIL$ ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL 1HE WORK IN PROGRESS {15.16.120.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -T,HE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120.9&10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING £'NG/NE'ER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLE'D IN CONFORMANCE W/T,H CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM T.HE SOILS ENGINEER, WHICH INCLUDES RECOMME'NDED SOIL BEARING CAPAC/11ES, A STATEMENT AS TO 1HE EXPANSIVE QUALITY OF T,HE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. T,HE REPORT SHALL ALSO POST-CONSTRUCTION BMP TABLE STORMWA TER REQU/RE:MENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS C><:'.J YES (SEE SWMP FOR DOCUMENTATION) □ NO TYPE BIORETENTION DESCRIPTION BIORETENTION BASIN ·n:.•31. OWNERSHIP PRIVATE MAINTENANCE AGREEMENT BMP MAINTENANCE AGREEMENT SHEET NO. 3 IWNTENANCE FREQUENCY ONTHLY AND AFl'E l(,IJOR RAINFALL LEGAL DESCRIPTION A PORTION OF LOT 47 OF SEASIDE LANDS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO MAP THER£0F NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921.. VICINITY EROSION CONTROL NOTES NOT TO SCALE MAP 1. IN CASE EMERGENCY I\ORK IS REQUIRED, CONTACT GEOFF MCC[I.IIC PHONE: 619-481-3830 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL nMES DURING THE RAINY SEASON. ALL NECESSARY MA 1ERIALS SHALL BE STOCKPILED ON SJ)[ AT CONvfNIENT LOCA nONs TO FACIUTA )[ RAPID CONS1RUCnON OF 1EMPORARY DEVICES Ill/EN RAIN IS EMINENT. J. DEVICES SHOl\l>I ON PLANS SHALL NOT BE MOvfD OR MODIFIED 11111-IOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CON1RACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA nSFACllON OF THE CITY ENGINEER AF1ER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDlnONAL EROSION CON1ROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLE1ED GRADING OPERA noNS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. TOTAL DISTURBE'D AREA (INCLUDING STREET IMPROVEMENTS): 0.30 ACRES EROSION CONTROL SCHEDULE EROSION CONTROL /.fASIHS TO BE INSTALLED PRIOR TO C~ OF GRADIW. AND REf,//JVED AFTER SITE IIORK IS CCWLETE AND STABILIZED. EROSION CONTROL NOTES CONTINUED D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLAN1ED BY ANY OR A COMB/NA llON OF: a. TRACK WALKING SLOPES S1EEPER THAN 6: 1 b. HARROIIING AREA 6: 1 OR FLA m:R THAT ARE SUFFICIEN1L Y FRIABLE c. RIPPING AREAS THAT IIILL NOT BREAK UP USJNG 11EMS a OR b ABOvf 2, CONDlnONING THE SOILS SO THAT IT IS SUITABLE FOR PLANnNG BY: a. ADJUSllNG THE SURFACE SOIL MOIS1URE TO PROVIDE A DAMP BUT NOT SA 1URA TED SEED BED b. THE ADDlnON OF SOIL AMENDMENlS, PH ADJUSTMENT. LEACHING COvfRING SALINE SOILS TO PROVIDED VIABLE CONDlnONS FOR GROWTH. GRADING PLAN (S) WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF 1HE CONSTRUCTION OF ALL CUTS AND FILL$, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FAC/L/11ES, 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 SE:T OF PLANS AND 1HE CITY STANDARDS, SPECIF/CATIONS, REQUIREME'NTS, RE'SOLUTIONS AND ORDINANCE'S CITED ON 1HESE PLANS. 1HE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE Wl1H THE FOLLOWING DOCUMENTS, CURRENT AT 1HE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. 1HIS SET OF PLANS 4. CITY OF CARLSBAD RESOLUTION NO. PC 7083 DA TED: FEBRUARY 4. 2015 5. 1HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY_=GE=O~TE=K~IN~C~. ____ _ DATED MAY 20. 2014 7. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIF1ED BY T.HE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT COND/110NS DATED NIA 9. ENVIRONME'NTAL APPROVAL DOCUMENTS DATED ..,N""/,"-A,___ ____ _ 10. STORMWA TER POLLUTION PREVENTION PLAN (SWPPP) TIER 2 PREPARED BY PASCO LARET SUITER & ASSQCIATES DATED DECEMBER 5, 2014 WDID NO. PENDING , SW 15-102 11. STORM WATER MANAGEMENT PLAN PREPARED BY PASCO LARET SUITER & ASSOC/A TES DA TED -1)£C£1.18£R 2. 2014 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION $/TE BMP MANUAL. DESCRIPTION SUBDIVISION MAP BOLNJARY EAS&ENT LIM" EXIST. CONTOURS EXIST. EDGE OF PAVEi-ENT CENTERLI/1£ EXISTING FENCE EXISTING STFEET LAW & POWER POLE EXISTING POI/ER POLE EXISTING FIFE HYDRANT EXISTING SEWER MAIN EXISTING ll'A TER MAIN MASCNlY RETAINING WALL LEGEND • DWG.NO. SYMBOL QUANTITY +Q+ SDRS/J C-1 1,000 SF BEGINNING OF , WORK AND SHAii Bf A UfNDfD BY All RfPRESENTA llVfS RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION. TESTING AND ALL 01HER ASPECTS OF THF WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEE'TING BY CALLING THE' INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STAR11NG CONSTRUCTION. 1HE CONTRACTOR WILL 1HE'N BE CONTACTED BY 1HE PROJECT INSPE'CTOR TO COORDINATE A DA TE AND TIME FOR 1HE PRECONSTRUCTION MEE'TING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY 1HE PROJECT INSPECTOR INCLUDE' A STATEMENT BY T,HE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE W/1H 1HE' REQUIRE'MENTS AND RECOMMENDATIONS OU7LINE'D IN T.HE' PRELIMINARY SOILS REPORT AND ANY SUPPLEME'NTS 1HERETO. (4) REPORT Wl1H AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY T,HE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUnONS TO PREVENT PUBUC TRESPASS ONTO AREAS 111-/ERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDlnON. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROvfD GRADING PLAN SHALL BE INCORPORA 1ED HEREON. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNnL THE PROJECT IS PERMANEN1L Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNllL nlE PROJECT IS COMPLETEJJ AND ALL BONDS RELEASED PERVIOUS PA VER OOIVEIIAY BIOFIETENTION BASIN -I l836 SF 355 SF AT THE' ME'E'TING. 15. All INSPfC71DN RfQIIFSTS OTHER 1HAN FOR PRFCONS7RUC710N MEETING WI BE MADE BY CAI I ING THE fNG/NfERING 24 HDIIR INSf'fC71DN RFQIIESI l (Nf AT (760) 438 3891 INSPECTION REQUEST MUST BE RFCEIVFD PRIOR TO 2: oo P,M, ON THE DAY BE'FORE THE INSPECTION IS NE'EDED. INSPE'CTIONS WILL BE MADE 1HE NEXT WORK DAY UNLESS YOU REQUEST 01HERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 34. UNLESS A GRADING PERMIT FOR 1HIS PROJECT IS ISSUED Wl1HIN ONE (1) YEAR AFTER THE CITY ENGINEER'$ APPROVAL, THESE PLANS MAY BE RE'QUIRED TO BE' RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. 1HE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL EVALUATION FOR PROJECT NO. 3441-SDJ APN 203-110-0/, MADISON STREET PROJECT CARLSBAD, CALIFORNIA," DA TED MAY 20, 2014 PERFORMED BY GEOTEK INC. SHALL BE CONSIDERED AS A PART OF 1HIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE' W/T,H 1HE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. 16, 1HE OWNER AND/OR APPLICANT THROUGH 1HE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING "DECLARATION OF RESPONSIBLE CHARGE" 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECllvf DEVICES S/-10111>/ SHALL BE IN PLACE: AT THE END OF EACH I\ORKING DAY 111-/EN THE FIVE(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SJLT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA vfL BAGS SHALL BE BURLAP TYPE 111TH J/4 INCH MINIMUM AGGREGRA 1E. 11. SHOUW GERMINAnON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECllvf COvfRAGE OF GRADED SLOPES (90% COvfRAGE) PRIOR TO NOvfMBER 15, THE SLOPES SHALL BE STABIUZED BY PUNCH S1RAW INSTALLED IN ACCORDANCE mm SECnON J5.02J OF THE EROSION AND SEDIMENT CON1ROL HANDBOOK OF THE DEPARTMENT OF CONSERVA noN, STA)[ OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, I HERE'BY DECLARE THAT I AM T.HE ENGINEER OF WORK FOR T,H/S PROJECT, T.HA T I STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. HAVE EXERCISED RESPONSIBLE CHARGE OVER 1HE' DESIGN OF T,HE PROJECT AS DEFINED ALL PERMANENT AND 1EMPORARY EROSION CONTROL PLANnNG ANO IRRIGAnON SHALL BE 17. 1HE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG IN SECTION 6703 OF 1HE BUSINESS AND PROFESSIONS CODE, AND 1HA T 1HE DESIGN IS INSTALLED AND MAINTAINED AS REQUIRED IN S£C110N 212 OF THE STANDARD SPECIF/CA nONs A DETAIL PLAN TO 1HE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING CONSISTENT WITH CURRENT STANDARDS. AND THE FOLLOIIING: THE DESIGN OF SHORING, BRACING SLOPING OR 01HER PROVISIONS TO BE MADE' A. HYDROSEEDING SHALL BE APPUED TO: OF WORKER PROTECTION FROM 1HE HAZARD OF CAVING GROUND DURING 1HE I UNDERSTAND 1HA T 1HE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY 1HE 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO vfRllCAL) OR STEEPER WHEN THEY ARE: EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING 1HE PIPE INSTALLATION CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY a.THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBUC WALL OR STREET. 1HEREIN. 1H/$ PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR RESPONSIBILITIES FOR PROJECT DESIGN. b. ALL SLOPES 4 FEET OF MORE IN HEIGHT. MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THF Pl AN VARIFS FROM THF SHORING SYSTEM FIRM: PASCO LARET SUITER & ASSOC/A TES 2. AREAS GRADED Fl_ATTER THAN 6: I 111-/EN ANY OF n!E FOLLOI\ING CONDlnONS EXIST: STANDARDS ESTABLISHED BY 1HE CONSTRUCTION SAFETY ORDE'RS. 17TLE 8 ADDRESS: 535 N. HIGWAY 101 SUITE A a.NOT SCHEDULED FOR IMPROvfMENlS (CONSTRUCnON OR GENERAL LANDSCAPING) 11111-IIN 60 DAYS CALIFORNIA ADMINISTRATIVE CODE. 1HE; PLAN SHALL BE PREPARED By A OF ROUGH GRADING. REGISTERED ENG{N[ER AT THE CONTRACTORS EXPENSE, A COPY OF T,HE OSHA CITY, STATE: SOLANA BEACH CA b, IDENnFIED BY THE PARKS AND RECREAnON DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC, ~~8~~~H8~. PERMIT MUST BE SUBMITTED TO mE INSPECTOR PRIOR TO TELEPHON~-, 2;::j~Yfn 'mPf :rtf!.Y SPECIAL coNDmON 1DEN11F1ED BY THE c1TY ENGINEER THAT WARRANlS IMMEDIA1E 18, NO BLASTING SHALL BE PERFORME'D UNTIL A VALID BLASTING PERMIT HAS BEEN BY: -~ _,,t.~ DATE: __ ~...c·:__···-=1J_·fi-=-;'-(g---£~\\OrESSlo,t. 8. HYDROSEEDED AREAS SHALL BE /RRIGA1ED IN ACCORDANCE WITH THE FOLLOIIING CR/1ERIA: OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING (B AN ARDOLINO) •<f/!t+.\cr\AEL -4,g'·f( 1. ALL SLOPES nlAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: PERMIT ~LL IN ADVANCE OF 1HE SCHEDULING OF BLASTING OPERA170NS. I:}~ ~a~ a.nlREE TO EIGHT FEET IN HEIGHT SHALL BE /RRIGA1ED BY HAND 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WIT.HIN ANY WORK AREA R.C.E. N0.:~7~16~5~1--------------"'y <;:. ,_. WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONvfNnONAL DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND 1HE REGISTRATION EXPIRATION DATE:_12~/._3~1/_1_7______ IB la No. 71651 5 ~ ~);s.J!k~Gr. LOW PRECIPITATION sPRINKLER HEADS PROVIDING 100% PERI.IITTEE WILL NOTIFY T.HE' CITY ENGINEER. OPERATIONS WILL NOT RESTART ~ Exp, 12131117 ; b. GREA1ER THAN 8 FEET IN HEJGHT SHALL BE WATERED BY A UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUT,HORITY FROM 1HE CITY CONvfNnONAL SYS1EM OF LOW PRECIPITAllON SPRINKLER HEADS ENGINEER TO DO SO. SOILS ENGINEER'S CERTIFICATE ~a;' CIV1\.. @"' PROVIDING 100% COvfRAGE. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING I, fl.\4-(i~ L; l..1. \(AC,~ , A R~Gis=R£D CIVIL OF CA\..~ 2. AREAS SLOPED LESS n/AN 6: I SHALL BE IRRIGATEJJ AS APPROvfD BY THE CITY ENGINEER, PRIOR TO SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON 1HESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAPHIC MET.HOD$ FROM INFDRMA TIDN GA T.HE'RED ON MARCH 22, 2007 FROM TOW/LL SURVE'r1NG & FIELD ME1HOD$ OBTAINED BY PASCO LARET SUITER & ASSOC/A TES DATED FEBRUARY 17, 2012 TOPOGRAPHY SHOWN HEREON ACCURACY STANDARDS. PROJECT LOCATION CONFORMS TO NATIONAL MAP THIS PROJECT IS LOCATED W/1HIN ASSESSORS PARCEL NUMBER($) 203-110-01 THE CALIFORNIA COORDINATE INDEX OF 1H/$ PROJECT /$: ~ E 1659 BENCH MARK DE'SCRIPTION: A 2 l (2" BRASS DISK STAMPED "Cl SB 130" LOCA llON: SO/Jn!EAST CORNER OF A DRAINAGE INLET AT IHE NORTIIEAST CORNER OF GRAND A VENUE AND WASHINGTON S7REET. . · , ELEVATION: 43.09 DATUM: NAVDBB NOTE: ELEVATIONS SHOWN ON T.HIS PLAN ARE BASED ON T.HE NA VD-88 DA TUM. TO OBTAIN NGVD 29 ELE'VA TION, SUBTRACT 2.18 FEET {SOURCE' RECORD OF SURVEY NO. 17271) REFERENCED DRAWINGS: MAP 1722 CARLSBAD DWG. NO. 140-6 WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPE'RATION OF TRUCKS, - -c •c HYDROSEEDING. THE OEvfLOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGAnON TO THE EAR1HMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS CITY ENGINEER THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSlS OF THE ·\.. _,, ..... 1/oF'ERVIOUS PCC AREA SDRS/J G-7 . I FLOll'LI/'E/ DRAINAGE DIRECTION BOTTCKESS CHA/>H3.. DRAIN 3" PVC SIDEWALK LWERDRAIN PIPE /PER SDRS/J D-27) PVC STORH DRAIN PIPE /PER PLAN) 4" PVC AREA DRAIN 4" STORM DRAIN CLEANOIJT STIJ/<E PAVER PATIO FREE STANDING I/ALL PER LAMJSCAPE PLANS LIMIT OF GRADING PROPOSED CONTOLR 3/4" I/ATER SERVICE I/ITH 3/4" WATER 1-ETER AIIJ FIFE SPRIN<LER BAa<FLOW CEVICE PER Dll'G. 486-4 6" SEWER LATERAL PER DIIG, 485-4 • 5/8" 'IRRIGATION SERVICE & VALVE BOX ASSEMBLY. 6" GATE VALVE PER DIIG. 486-4 6" FIRE SERVICE PER DWG. 486-4 DETECTOR Cl£CK VALVE ASSEMBLY PER DIIG. 486-4 6" PCC CLR3 AIIJ GUTTER PER 01\'G. 485-4 OOIVEWAY APPROAQ-1 PER DIIG. 485-4 ====== 0 0 y y -!IO-- /l I\ • CITY OF CARLSBAD STD. UNLESS OTHERWISE NOTED .. "AS BUILT" 1.230 SF 75 LF 30 LF 353 LF 11 EA 1 EA 283 SF GRADING E'QUIPMENT SHALL BE LIMITED TO T,HE PERIOD BETWEEN 7: 00 A.M. AND IN THE FIELD OF APPLIED SOILS ME'CHAN/CS, HEREBY CERTIFY THAT A ELEMENlS OF THE THE PROPOSED SYS1EM. • , 6:00 P.M. EACH DAY, MONDAY 1HRU FRIDAY AND NO EARTHMOVING OR GRADING SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS J, IRRIGAllOON SHALL MAINTAIN THE MOIS1URE LEVEL OF THE SOIL AT n!E OPnMUM EARTHWORK QUANTITIES, 7 'l·•-"."t.11 ·11.; • ·• OPERATIONS SHALL BE CONDUCTED ON ~EKE'NDS OR HOLIDAYS. (A LIST OF CITY SITE WA MADf~BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF LEvfL FOR THE GROWTH OF nlE HYDROSEEDED GROWTH. CUT: 850 V· CY · ',, ::' SREET INDEX ,, ' · ,,;';' 8·2.o-1e, HOLIDAYS IS AVAILABLE AT T.HE ENGINEER/NG DE'PARTMENT COUNTER.) COPIES O THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOIIING: FILL: O CY 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 1HE CONTRACTOR TO THE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 1. SEEO MIX SHALL CONSIST OF NO LESS nlAN: __________ .. _ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF ENGINEER. a. 20 lbs. PER ACRE Of ROSE CLOvfR EXPORT: 850 CY 1 TITLE SHEET WORK. b. 20 lbs. PER ACRE OF ZORRO FESCUE REMEDIAL: 690 CY 2 SECTIONS R~EVIEW~. D BY: 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA ----o/~~/[°' DEP SIGNED: d. 4 lbs. PER ACRE OF ACH/LLEA M/LLEFOUA *UNCOMPACTED VOLUME 3 GRADING PLAN o <-_ o OS/TED AT, A SITE APPROVED BY 1HE CITY ENGINEER. THE CONTRACTOR •· J lbs, PER ACRE OF AL YSSUM (CARPET OF SNOW) INSPECTOR DATE SHALL BE RESPONSIBLE; FOR ANY DEBRIS QR DAMAGE OCCURRING Al ONG 1HE HAUL j, i 1/2 lb. PER ACRE OF DIMORPHOLECA ROUTES OR ADJACENT STREETS AS A RESULT OF 1HE GRADING OPERATION. G.E. P.E. NO.:,--....,_,,_=..:::....L ______ -++rl g. 11EMS c,d,e and t OF THIS SUBSECnON MAY BE OMITTED ON LOCAllONS WHERE THE AREA '------l---+------------------l---+--l----+----l I SH1EET I CITY OF CARLSBAD I SH3EETS I g '~,-. 23. BRUSH SHALL BE REMOVED ONLY Wl1HIN 1HE AREA TO BE GRADED. NO TREES ARE 11-t BEING HYDROSEEDED IS NOT VISIBLE FROM Eln/ER A PUBUC S7REET OR RES/DENllAL , 1i! ::' TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. DA TE: I'} ·v; ,? STRUC1URES. ENGINEERING DEPARTMENT " ... 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN 1HE PONDING OF h. /)El,/ a OF THIS SUBSECnON MUST BE INOCULA1ED 111TH A NITROGEN FIXING BACTERIA AND :===:...:::=============::::::.:::::==:::: ~ -~-APPUED DRY Eln/ER BY DRILLING OR BROADCASnNG BEFORE HYDROSEEDING. c; c WATER IS NOT PERMITTED. ALL EART.HE'N SWALES AND DITCHES SHALL HAVE A LICENSE EXPIRATION DATE: /, All SEED MA1ERIALS SHALL BE 1RANSPORTED TO THE JOBS/1E IN UNOP•N·•o CONT,'"N•RS 111TH GRADING PLANS FOR: _,"' t :.' MINIMUM ONE PERCENT SLOPE. THE CAUFORNIA DEPARTMENT OF FOOD AND AGR/CUL1URE cmnACAnON TAG ATTAa1Eo' TO, OR BEACH WALK AT MADISON w ~ 11 25. 1HESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION ~~11rg,r1,,:1~c~r'Jt'~f;~· CLOvfR MADISION STREET !:: u i ~ CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY j. NON-PHYTO-TOXICI WE:mNG AGENlS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE · ::::, g { ij 1HE CITY ENGINEER OR AS DIRECTED BY 1HE PROJECT INSPECTOR. OWNER'S CERTIFICATE DISCRE110N OF mE cpNTRACTOR CDP 14-03/RP 14-16 Cl)~ q :;; 26. SAULRL•ASLC'•OPEASND SHCARLOLSSBE STRECIM11MOEND. Ti1HOEASIFTEIN/$HSHGARLALDEBETOLEFPTRODINUCEA AN£AUTNIFAONRMD b ) 2. TYPE I MULCH APPUED AT nlE RA1E OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH -~ JASON S. GELDERT ~"" ~ ii r. c I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR (S1RAW) MAYBE SUBS711U1ED, ALL OR PART. FOR HYDRAUUCALLYAPPUED FIBER MA1ERIAL. y,,;J, /' O lt)//, -:.- ORDERLY COND/110N. ALL STONES, ROOTS OR 01HER DE'BRIS SHALL BE REMOVED GE LOG/ST HAS BE~N OR ,LL E; RETAINED TO SUPERVISE OVER-ALL 'Nr!EN S1RAW IS USED IT MUST BE: ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING ====~"""~-"'"'l:;~~"~1k'\>''::==-:-::-=e7::-0, ~, ct ! ,~ AND DISPOSED OF AT A SITE APPROVE[? OF BY 1HE CITY ENGINEER. GRADING ACTIVITY AN /2 ~~FE COMPACTION AND STABILITY OF NO LESS THAN 50% OF THE S7RAW INTO THE SOIL CITY ENGINE PE 63912 EXPIRES 9 30 16 DATE ..J !" 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED THIS SITE. ::3 ,,,j.,,_, ... ,, '('" !..,.~ /'/, ,l J, FERllUZER CONSIS11NG OF AMMONIUM PHOSPHA1E SULFA)[ 16 -20-o WITH 15 % SULPHUR :'TE,, 1!tAL A'J-bvl1--,; . PROJECT NO. I DRAWING NO. Cl ~ le Wl1HIN TEN {10) DAYS OF T.HE' TIME WHEN EACH SLOPE IS BROUGHT TO GRADE (,_L ._,, ;-.,,.~ J/ ,Z ~/ /-{;, APPUED AT JHE RA1E OF 500 lbs PER ACRE. REVISIO DESCRIPTION DA'TE INITIAL DA'TE INITIAL CHKD BY: SL CT 14 _ 03 486_ 4A C.:, ~ ~ L--~AS:...:S~H~O~WN~O~N:...::1H~E~AP~P~R~O~VE=D:..:G~R~AD:l~N:G~P~L~AN~S=·-_______________________ :N2~~E _________ :i.:A~TE~l:.__ _________________________________________ _J~EN~G~IN~E~ER~OF~W~OR~K~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;:;;;;:;~O~TH~ER~Af'~PR;o;vA;L~;;Cl;TY~AP;P;R~OV;A;L~~R~V~W~D~B~Y~:~W~-~j!.._~~;;;;;;~~~~~~;;~~~::;~~~ f ~ :. 5/20/2016 PE 2179 SHEET NO. TITLE RCE 71 !o'5 I DATE I I I , ~ ~ 0 D I ~ jj mo Oo /le '.E ~ ill -< " . p :Sz E~ s: ::r ~□ ~" m.m I b1,: wz m u, 0 " f I I I □ JJ ~ 2 Ci) 2 C ~ CD m JJ 0 JJ ~ 2 (j) 2 C s: CD m JJ 0 JJ i 2 Ci) 2 C s: OJ m JJ I 'i" ,, c□ ~?; C' G)~ p .Sla,.C'l c 002 a,c I $: A' CD )>m JJ , , -----,;-------,.·- A('N )r)J··-l/0 ··._\e, I I t FOCE FfR-J. 23~ ' LAllJ5W£ Rmi _ j r1 HM , .J~ ~·. I . . .. 8I~C/'/711~-~+l_e+i,·d . '-=,1• WXf/kJN BASIN FG 47.8 y• 1'=482 1/AS/HlY f£TAJJ/IN3 I/Ail -4, PCC SlIFJIALJ( IJNIT I . FF=50.3 FfR S1JBJ C-1. FOOTOO TO 18" MAX Hr. BE CEEFfJEIJ AS IEE!EI STEM I/Ail TD ACCW(T FCII BIIFETENTIC/'I (RolVEl. AHJ SOH. F11.1.. MAO/SON AVE I /!EE lJIS 486-4 Frll M.L M'.R( I jO' lEDICA TIUf I lfITH1N PIB.1C RJS(T-fF-ffAY I ' UNIT 4 ~ I 2()' ' I I" I At1;'i '/11.,-i __ FfRVIOOS PAVER 111.l\'Ell'AY ' 1 -~z:;ff, ~ UNIT 4 : 2.4' 1LFOC£ FfR ~.. FF~.3 . . .-~· -f!X-~I~ l~--~ Rm, l( .. ·· "':ff·. i ~ ':h-·• • . • · . · .. · . .' ' G ... · 8IIFETENTIC/'I A/£A FfR . . 4 Slfll11AJJ/ ... E • • . · · CETAH. 711IS SIEET BOTCM.E.55 CI-WtEL 111AIN FfR CETAH. 71115 SIEET SECTION A-A SCALE: 1"=10' ~ I I • ,'(; ',' 1/AS/HlY f£TAININ3 I/Ail FfRS1JBJ C-1. SECTIONB-B SCALE: J"=JO' 1/ EX15TIN3 HO'XI F0CE TO E£ IEHJVED AHJ F£FUCED II/ 6' TAil FOCE FfR IJNIT 6 l LAllJ5W£ Rmi ---[FG=50~~ -;!_i ;10 1N FF=fl0.7 2f ~ °" .· . .· .• '. 'iJ'.' ··• . ' '. l...jJ ·-: ~S/Hltriw~~1f!N3 I/Ail '., ' 4• Slf/111AIN · ' 1X HIN TOI/AID IE=482 FLOI/LJJE 4' PCC SlIFJIALJ( ~ SECTlONC-C SCALE: 1 "=JO' UNIT 5 1E=482· ""'t.r BASIN FG 48.0 4' PCC 5lIFJIALJ( 18. MAX Hr.- STEM I/Ail 1/AS/HlY f£TAININ3 WALL FfR S1JBJ C-1. FIXJTOO TO E£ CEEFEJE1J AS IEE!EI TD Acro.JIT Fffi 8fil'ETENTIC/'I GRAVEL AHJ SOH. F11.1.. 5• ClJlJ & FfRVIOOS--~ I ~ PATIO : ~FS=496 l:JIJTTER FfR 00 486-4 II; , 1 ' .. _ -/,,..--\JI~ -_-;T e----.. ;_ [(-i., '· . - Ef=fj() .3--. - • '. < . ; i;::=> ,',; . I " 1 6' k:r;;Jimiid(Afi!S'-c · .. SJIFJIALJ( FfR 0//G 48&'4 .. INSTALL IECCP.JIVE PERVIWS PA VEJ,S BY ACKERSTOIE OR CITY AFff!OVED EGIJIV 2" lJELIJING PER MAMFACTIJER 'S SPECS TYPICAL SECTION: PA VERS DETAIL N.T.S. SECTIOND-D SCALE: :1 "=JO' * BIOFETENTION "ENGI1'EEFED 5011..' LA YER SHALL BE HIN.IMUH 36" IEEP "SAflJY LOAM" 5011.. MIX WITH NO 1/CfE THAN 5% Ct.A Y CONTENT. Tl£ MIX SHALL CONTAIN 5iHi0% SANJ, 20-30% C/M'OST OR IWlJHO/RJ l«CH. Am 20-30% TCPSOJJ... FREE OF STOIES, STIH'S, R(XJTS, fR SIMILAR 08,,ECTS, AMJ ALSO FFEE OF NOXIWS WEEDS. "* 3/4" CRUSl£D FIIJCK LAYER SHALL BE A MINJMI.J,/ OF 16" BUT HAY BE IEEPfl-ED TO INCFEASE Tl£ IIFJJ.. TRA Tlrx,/ AllJ STORAGE ABJJ..ITY OF Tl£ lETAIL ~ PROJECT I SITE 121 HI -----I ' . 12· i-JC ';.-,vHIN if.,... C ~:~ ·~ ;•-o•~•: it{~: , ' ':, •: I' / · •'i . ~ 3;4•-r CfW£D RO(/( 8IIFETENTIC/'I A/£A FfR_,.. f"" · . < {;ti . . FfR SOH.5 FEPl11T CETAH. 71115 SIEET . L_ _ '·, '"'-'---4• 111AIN PIPE FfR -u----, ~ . . SOll..S FEPl11T · ''--1/AS/NlY f£TAININ3 I/Ail FfR S1JBJ C-1. FOOTOO TO BE CEEFfJEIJ AS IEE!EI TO Acro.JIT Fl11 8ICIETENTIC/'I GRAVE!. AHJ SOH. F11.1.. 20' CENTEFLllE ~ OF PROPOSED "' ' fRIVE't/AY , 10' 12· I/IC£ 80TT<»LESS CHNl'EL lflAIN PER IETAJJ.. THIS S/£ET _gM TYPICAL SECTION: DRIVEWAY SCALE: i "=5 ' SECTION (S) TYPICAL SECTION: RETAINING WALL N.T.S. 4" A/£A CRAIN ' 2.5% - 12.25" vrlJS #1345, 12' 'tilt;£ CAST IlYI /£AVY TRAFFIC / CHNl'EL GRATE fR EGUAL TG PER PLAN 2.5% ~ .,,--/lJS #840, 12" I/IC£ SHALLOH PRCFJJ..E PVC CHNl'EL DRAIN OR --o~r;JCJ~\YJ EGUAL HI BOTTr»I FEHOVED VARIES CJ:l "j';)( Ill) f['j TO ALLOW IIFJJ..TRATION 2.6' TO 11.6" ~--'DGDO G,i PER PLAN --I ,~1 _J, . G t;i} ~~~.-12·xt2" OF 3/4" GRAVEL 4• PVC PERF. PIPE. -'<!9G" CfNECT ErlJS TO pt;our) 4• PVC PIPE PER PLAN ...,l]Q()IJ IE PER PLAN CHANNEL DRAIN DETAIL N.T.S. f PROJECT I WEEP HOLE OUTLET DETAIL HI SITE 12~ N.T.S. . -·------· j . ~-~ ~ ---- 4• so-\ ' ... i• . , '1·•2•• . • • JJ,L£T .. , .. _1\:~ '' .·-. " y •'•i · HJN.. ·. -· 1JT~n il,<• ..... · •. ··-· 8fil'ETENTIC/'I Al£A FfRJt11· } /0' •·· .~ ¾fi."Ji'ii_~ CETAH. 71115 SIEET 0 -~ • . • .. •·.•· •. ·.· •-4· 111AIN PIPE FfR . . .. . • .... SOH.S FEPl11T ' -, !-...._. ,' • . · . ·· /'--1/AS/HlY f£TAININ3 I/Ail 4 PVC PIPE -· ... .· , . FfR S1JBJ C-1. FIXJTOO TO E£ CEEFElEIJ AS IEE!EI TO ACCW(T Fl11 BifR!fENrIC/'I GRAVE!. AHJ SOH. F11.1. . SUBDRAIN DISCHARGE DETAIL N.T.S. ENGINEER OF WORK FIRM: PASCO lAR£T SUITER & ASSOCIATES ADDRESS: 5J5 N. HWY. 101 CITY, ST.: SOLANA BEACH CA 92075 TELEPHO~.E~~t~~8212 BY: -~-~ Qj t . N ARDOUNO) RCE 71(,5/ EXP. 12.·'31 ·,c, R.C.£. N0.:--'71-"""65"--1 _________ _ REG/STRATTON EXPIRATTON DATE: 12/:31/17 REVIEWED jjY: // , . a&·~ INSPECTOR DATE DATE --I f---+--+-------------+--+---+---!--l l~S=H 2=EE=T::.:I =C=IT=Ey=NG=IN=£=f=IN=G=~=b=f=RT L=M~=N=~=A=D==I = 0 :.:3= I I a ft q I'; ~ Rl ti Ti ~ffi~ e LI.I !:: ·~ ] f----+--+----------------+---+----lf-----1----l GRADING PLANS FOR: BEACHWALK AT MADISON MADISON STREET .__, 0. =:::u~~ :::, ~ j< ;: CDP 14-03/RP 14-16 en cn ·• ::i APPROVED / / 11/-11-,'~·-JASON S. GELDERT ti : ~ ~ /1 · :11, -6..: B · lol• a:= ~ ~ CITY ENGINF;£R PE 63912 EXPIRES 9/30/16 DATE j i,.. "6 Wh'i' '7A-/i\ Pr>-i:!,uu ... i LJ'fm tl ,: I PROJ£CT NO. I DRAWING NO. CJ E ~ BIORETENTION LANDSCAPE BMP DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ..re,. u ~ 1: L-------------------------------·----------------------------------.!!.:~.:.... ____________________ .fEN;G;1N;EE~R~o~F~w~oR;Kh===R=E=v1=s=1o=N=D=E=S=C=R=IP=T=l=O=N===d~o1H~ER~A;P~PR~o;vA~Ld;~c1~TY~A;P;P;Ro;vA;L~~R~VW~D~B~Y~: ~'D~;;-~"-~~~=C~T~1~4~=0~3~~4=8=6==4=A~~ en ° ~ N.T.S. ,, t i 5/23/20j6 PE 2179 I I I I ! ' ' ' □ ::0 i 2 Cl 2 C 3:: Cll m ::0 □ ::0 § 2 G'J 2 .~ Cll m ::0 □· ::0 ~ -2 G'J 2 C 3:: Cll m ::0 ,'. ·, 'j EXISTING SEWER ~J MA/'I/OLE ',, RIM 47.98 ,, :.;' i ) :; ~ 275' CORNER SIGHT k----' , DISTANCE LI/'E , SEE DETAIL THIS;,SHEET V 275' CORtER SIGHT DISTANCE LII-E SEE IETAIL THIS S/£ET GRAPHIC SCALE 1''=10' ~=--j 10 20 30 GRADING PLAN SCALE: 1"=10' BMP TABLE DESCRIPTION (BIORETENTION BASINS) BMP A -BIORETENTION BMP B -BIORETENTION AREA /SF) 175 SF 180 SF No. 71651 xp. 12/31/1 -- r 275' COR/>ER SIGHT DISTANCE LI/'E ------~--i rp-: ~····r ';'=::;'." .. i:jl ~! ---·: 1----1! :;ij Jl-1----l ,. ,,,,,., .... ,, .. --~-... ' , .. ' -------~-----150' SIGHT DISTANCELil'E . GRADING /1275' CORNER SX / DISTANCE LI/'E PLAN (S) -- SIGHT DISTANCE CORRIDOR ENGINEER OF WORK FIRM: PASCO LARET SUITER & ASSOC/A TES ADDRESS: 535 N. HWY. 101 CITY, ST.: SOLANA BE;ACH, CA 92075 1EL£PH~_5~8212 ~ BY: ~LJb,,nJ (BRIAN ARffBl1rio5 R.C.[. N0.:___,7CL1.!l.,,lJ1c_ _____ ~----- R[G/S1RA TTON EXP/RA TTON DA TE: 12131117 SCALE: 1 "=50 ' RCE"'lfG,$1 EXP. 12.'ll·/1 DATE INSPECTOR DATE ' -----l--+--------------l---t-----r---r----i I SH3EET I CITY OF CARLSBAD i<!73F ~ 1 ~ ~::::::=:.::::==E=N=G=IN=E=ER=l=NG:::::::D=E=PA=R=T=M=EN=T==::::'...'.~===; ~i GRADING PLANS FOR: a:: r::i l t BEACHWALK AT MADISON ~~.§! MADISON STREET 5 o a~ CDP 14-03/RP 14-16 en gi ~ ] <<fl,.,., APPROVED JASON S . ...,GELDE~T ti °" ~ ~ . -====d~~L!.¥1!~~====-,;;, 6 • rJ.• Zl)/b a:: ; ~ CITY ENGIN,&ER PE 63912 EXPIRES 9/30/16 DATE :::5 1 ;;- ~ ::J • PROJECT NO. I DRAWING NO. B ~ ~ REVISION DESCRIPTION DATE INITIAL DATE INITIAL cHKD BY: g,,1;; CT 14_ 03 486-4 A en ~ ~ L-------------------------------------------------------------------------------------------~==~--J~E~NG~IN~E~ER~O;F~W~O;RKb::::::::::::;;~;;;;;;~;~::::::::::::::!:0~1H~ER~A~P;P~RO~V~AL~~Cl~TY;fA;PP~R~OV;A;L;f~R~V~WD~~BY~:~-~~~ ..... ~~=======5~'/.~2~0f/,~20~1~6~~PE~2~1~7~9 if ~; ---------------j-~ ' ' ' " □ JJ ~ 2 (j) 2 C s: CIJ m JJ □ JJ ~ 2 (j) 2 C s: CIJ m JJ t:J JJ ~ 2 (j) 2 C s: Ill m JJ 06'!616