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HomeMy WebLinkAboutDWG 473-1B; SDP 11-07; LA COSTA BLUFFS LOT 409; 01-02' 1 ' i '· ' :, .. --~~·-~-~~~~~~~~::".~"''~'"'''"''"''-•-----·--------------------------------------------------------------------1---------------------------------------------------------------------·· GRADING NOTES (IN ADDITION TO THE REQU/REMEN IS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. TT-1/S PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APP/i:OVED BY TH[ CHY OF CARLSBAD R[GARDING GRAD/NG SHO'M'I ON THIS SET OF PLANS. 2. APP<?OVAL OF nils PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TT-IE CARLSBAD MUNICIPAL CODE, RESOLUnON OF CONDfnONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED flER[CN AS TT-IEY MAY PERTAIN TO TT-liS PROJECT: THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE TT-IESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE TT-IE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR TT-IE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTT_ Y SUBMITTED 10 TT-I[ CITY [NG/N[ER roR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TT-IE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN TIIE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSt'MENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TT-IE P[RMITTE['S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR [AC/-/ OCCURRANCE OF LIABILITY. TT-IE INSURANCE COMPANY WRITING TT-IE POLICY MUST HAVE A RATING OF 'A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BFTTER 5. 6. 7. AS ESTABLISIIED BY "BESTS" KEY RA TING GUIDE. UNLESS EXEMPTED BY SECTION 301.(b)5 OF TT-IE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM TT-IE BUILDING DEPARTMENT. NO WORK S/-/ALL B[ COMMENCED UNnL ALL PERMl7S HAVE BEEN OBTAINED FROM TT-I[ CITY AND OTT-IER APPROPRIATE AGENCIES. APPROVAL OF THESE PLANS BY TT-IE CITY ENGINEER DOES !>JOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL TIIE PROPERTY O'M'l[R'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO Tl/ESE PLANS MTT-IOUT THE 1/RITTEN APPROVAL OF TT-IE CITY ENGINEER, NOTED WITT-liN TT-IE REVISION BLOCK, ON TT-IE APPROPRIA IE S/-IEE:T OF TT-IE PLANS AND TT-IE Tl1LE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TT-IE PROPERTY OF THE CITY UPON BEING SIGNED BY TT-IE Cl TY ENGINEER. 10. TT-I[ ORIGINAi DRAWING SHALL BE REVISED TD .REFLECT AS-BUILT COND/TIONS BY ii-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TT-IE WORK BY rrlE CITY. 11. ACCESS FOR FIRE AND OTT-IER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TT-IE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE MTT-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A /ORY WORK SHEETS AND (C) COMPACTION CURVES, S/-/ALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN TT-IE FIELD OF APPLIED SOILS MECHANICS. TT-IE SOILS REPORT WILL BE SUBMITTED TO TT-IE CITY ENGINEERING INSPECTOR WITT-1/N TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADf/ERENCE 10 RECOMME"IOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO lHE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER TT-IE DIRECT/ON OF A PROFESSIONAL [NG/NEE,'? OF TT-I[ STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TT-IE FiELO OF APPLIED SOILS MECHANICS. ALL F'/LL OR FUT/URE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TT-IE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EA.RTHWORK SPEC/FICA TIONS • A TTACI-IED TO TT-IE PREL/M1NARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPO,RTS WILL BE SUBMITTED 10 THE PROJECT INSPECTOR. 14. A PR(CONSTRUCVON MITT/NG SHA/ L BE HE/ 0 AT THE SITE PRIOR TO TT-IE BFGINNING Of WORK ANO SHAii Bf ATTFNQFO BY All REPRESFNTAD\/fS RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPFCTS Of TT-IF 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 STARTING CONSTRUCTION. TT-IE CON TRAC/OR WILL TT-IEN BE CONTACTED BY TT-IE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR 77-1[ PRECONSTRUCTION MEETING. APPROVED DRA'WINGS MUST BE AVAILABLE PRIOR TO SCr-lEDULING. lHE GRADING PERMIT WILL BE PROVIDED BY TT-I[ Pli:OJECT INSPECTOR AT TT-IE MEETING. 15. At/ iNSPFCTION RFOUFSTS OTHF;R rriAN FOR PRFCONS/RUCTTON MFFUNG WILL BE MADE BY CAI t ING DIE [NGINFFRING 24 HOUR INSPFCVON RfOUFST I INF AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVFD PRIOR TO 2: 00 P.M, ON THE DAY BEFORE n-1£ INSPECTION IS NEEDEO. INSPECTIONS WILL BE MADE TT-IE NEXT WORK DAY UNLESS YOU REQUEST OTI/ERWISE. REQUESTS MADE: AFTER 2: 00 P.M. WILL BE SC/-l[DULED FOR TWO FULL WORK DAYS LATER. 16. /7-1[ O'M'IER AND/OR APPLICANT TT-IROUG/-1 TT-If DEVELOPER AND/CR CONTRACTOR SHALL DESIGN, CONSIRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SI-/ALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY ANO 1-/EALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR 51-/ALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TT-IE CITY [NG/NED~ ANO/OR CONCERNED AGENCY SHOWING 77-IE DESIGN OF SHORING, BRACING SLOPING OR OTT-IER PROVISIONS TO BE MADE OF WORKER PROTECT/ON FROM THE HAZARD OF CAVING GROUND DURING TT-IE EXCAVA noN OF SUCH TRENCH OR TRENCHES OR DURING TH[ PIP[ INSTALLATION 77-fEREIN. TT-IIS PLAN MUST El[ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTT-1 ANO APPROVED BY TT-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA noN. IF THF PLAN VA8/[S FROM THE SHORING SYSTEM STANDARDS ESTABL/S/-IED BY rrl[ CONSTRUCT/ON SAFETY ORDERS nn_f 8 CALIFORNIA AOMINISTRA Ti\lE CODE. rrlE PLAN SHALL BE PREPARED BY A REGISTERED E.NG/NEER AT TT-IF CONTRACTORS EXPENSE A COPY OF TT-IE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO Tl-/[ INSPECTOR PRIOR TO EXCAVA TiON. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID 8LASTING PERMIT HAS BEEN OBTAINED FROM TT-IE CIJ'Y OF CARLSBAD. SUBMIT APPL/CATION FOR t3LASTING PERMIT WflL IN ADVANC[ OF TH[ SCH[DUUNG OF BLASTING OP[RA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVrRED W/TT-1/N ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY. ANO TT-IE PERM/11[[ WILL NOTIFY TT-IE CIJ'Y ENGINEER OPERATIONS 'WILL NOT RESTART UNTIL TT-IE PERMITTEE HAS RECEIVED WRITTEN AUJHOR/TY FROM TT-IE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON TIIE SITE OR ADJACENT fr/ERE TO, INCLUDING WARMING UP, REPAIR, ARRIVAL, OEPARllJRE OR OPERATION OF TRUCKS, EARlHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE UIA/TED TO THE PERIOD 8£TIIEEN 7: 00 A.M. AND SUNSET EAC/-1 DAY, MONDAY TT-IRU FRIDAY AND NO EARTT-IMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR /-/DUDA YS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TT-IE ENGINEERING DEPART/AENT COUNTER.) 21. Al L OFF-SITE /-/AUL ROUTES SHALL BE SUBMITTED BY THE CON/RACTOR TO 77-1[ CtrY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATER/AL SHALL BE DEPOSITED AT, A SITE APPROVED BY TT-IE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TT-IE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TT-IE G,RADING OPERA TiON. 23. BRUSH SHALL BE REMOVED ONLY MTT-1/N I'r/E AREA TO BE GRADED. NO TREES AR£ 29. rrl[ OWNER/APPLICANT SHALL INSURE Tl-IA T ALL CON TRACTORS SHALL COORDINATE TT-IE WORK OF TT-IES'E GRADING PlANS WITT-I TT-IA T S/-IO'M'I ON BOTT-I TT-IE LANDSCAPE AND /RR/GA TION PLANS AND TT-I[ IMPROVEMENT PLANS AS li:[QU/R[D FOR m,s WORK IN ACCORDANCE WITH TT-IE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 'WITT-I A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PROVIDED DEPTT-1 IS LESS TT-IAN 15 FEET AND BACKFILLED MTT-1 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIP[ M[ETS ASTM STANDARD JOJ4 FOR SOR 35 SOLID WALL PIPE. 31. WI-IERE AN EXISnNG PIPE LINE IS TO BE ABANDON[D AS A RESULT OF THE GRADING OPERA noN, IT SHALL BE REMOVED MTT-1/N TWENTY FEET OF BUILDING OR STREET AR[AS AND REPLACED WITT-I PROPERLY COMPACT[D SOILS. IN OTHER AREAS TT-IE PIPE WILL BE PLUGGED WITH CONCRE:TE OR REMOVED AS APP.ROVED BY TT-I[ CITY ENGINEER. 32. Tl-IE CONTRACTOR SHALL Vf.RiFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITT-1/N THE PROJECT SITE SUFFICIEN1l Y AHEAD OF GRADING TO PERMIT TT-IE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT TT-IE ACTIJAL LOCATIONS ARE IN CONf'LICT W,17-/ n!E PROPOSED WORK. JJ. 17-IE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 f'ULL WORKING DAYS PRIOR TO STARTING GRADING NEAR TT-IEIR FACILITIES AND SHALL COORDINATE /HE WORK W,T11 A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7J4J PACIFIC BELL (800~892-0123 TIM[ WARNER CABLE (760 438-7741 CCX COMMUN/CA T/ONS (760 806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WA Jf.R) (760~438-2722 'SAN DIEGUITO WATER DISIRICT (760 6JJ-2650 "!.EUCAOIA WASTEWATER DISTRICT (760 753-0155 "VALL[CITOS WATER DISTRICT (760 144-0460 'OUVEN/-IAIN WATER DISTRICT (760)753-6466 "BUENA SANITATION DIS/RICT (760)726-1.340 'AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -77-IE APPLICANT HIRES A CIVIL ENGiNE[R, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL TT-IE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TT-IE roLLOWING REPORTS MUST BE SUBMITTED TO TT-IE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A. 10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WIT/-/ CITY CODE ANO 77-IE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARruENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM TT-IE SOILS [NG/NEER, W/-IIC/-1 INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STA /EMENT AS TO TT-I[ EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD ANO LABORATORY TESTS. TT-IE REPORT SHALL ALSO INCLUDE A STATEMENT BY TT-I[ SOILS ENGINEER TT-IAT TT-IE GRADING WAS DONE IN ACCORDANCE WITT-I TT-IE REQUIREMENTS AND RECOMMENDATIONS OU1l/NED IN T'r/E PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS 77-IERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT roR TT-1/S PROJECT IS ISSUED VHTT-1/N ON[ (1) YEAR AFTER TT-IE CITY ENGINEER'S APPROVAL, Tl/ESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANC/-IECK. PLANCI-IECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT Tl1l£D "LIMITED SITE INVEST/CA /ION ~PDA TE", DA TED 08-0J-2011 AND ",'<[PORT or FIELD DENSITY TESTS" DATED 01-30-2012, PREPARED BY FAST COUNTY SOIi CONSUl TA VON & FNCR, SHALL BE CONSIO[R[D AS A PART OF TT-1/S GRADING PLAN. ALL GRADING SHALL BE DON[ IN ACCORDANCE WI TH T'r/E RECOMMENDATIONS AND SPECIF/CATIONS CON TA/NED /N SAID SOILS REPORT "DECLARATION OF RESPONSIBLE CHARGE" I 1/EREBY DECLARE THAT I AM TT-IE ENGINEER OF WORK FOR TT-1/S PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER TT-IE DESIGN OF TT-IE PROJECT AS DE:F/NED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS COOE, ANO TT-IA T T'ri[ DESIGN 1S CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND TT-IA T TT-IE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8/U TIES FOR PROJECT DESIGN. FIRM: RANC/-10 COASTAL ENG/NEERING & SURVEYING ADDRESS: 1635 S. RANCHO SANTA FE RD. STE 206 CITY, STA/[: SAN MARCOS. CA 92078 "'"'"1 ""' "f "" - BY: , ~~!/JJ / / ' o6'uift.AS LOGAN -, '/." (t DAT£: V:,, , ,, !,," R.CE NO.: 39726 REGISTRATION EXPIRATION OAT[:_~12~(~3~1/~1=J ____ _ ~---~ -. /'4:,:;c;-~:-., •,..,.\ I /~(~':.-~ .. ·_ ··-~ , I I;' ~-. ·· .. :. '. i.\ \ -• t • \ -~"- • ., ... SOl(S ENGINEER'S CERTIFICATE . . . . .. •· . . . •'· I . • ' ! ' OWNER'S CER'flFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRAD ING ACTIVITY AND ADVISE ON TI-IE COMPACTION AND STABILITY OF THIS SITE , .,/. £ _7 ~~ij:.,P~:Y-_) --2/21 /1 .,,~ ~ ~tA COSTA BLUFFS, LLC DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY DIGITAL METI-IODS FRO'A 1NFORMATION GATHERED ON 06/08/2000 , 13Y PHOTO GEODETIC CORPORATION TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY PROJEC'T LOCATION TI-IIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 216-300-17 TI-IE CALIFORNIA COORD,NAlE INDEX OF rr11s PROJECT IS: 334-1695 AND CARLSBAD DWG. #296-5 , SHEET 191 of 225 BENCH MARK DESCRIPTION: SET ROD DRIVEN TO REFUSAL w1r11 CAP. LOCATION: 220-FT. WEST OF ROMERIA ST. ON TI-IE SOU TH SIDE OF LA COST A A VE. & 5-FT. BACK OF CIJRB RECORDED: CITY OF CARLSBAD SURVE.Y CONTROL PER R.O.S. 17271, PT.# 020. ELEVATION: 104.250 DATUM: NAVO 29 ---~~-- OWNE RIPE RMITTEE LA COSTA BLUFFS, LLC 157 hOCH WAY HE\1E T, CA 92545-8872 LEGAL DESCRIPTION CERTIFICATE OF COMPLIANCE PER DOC. NO. 2011-0672348 ,ECORDED 12-14-2011. REFERENCE DRAWINGS DWG. NO. i 69-4. SHEET 5 & 6 EARTHWORK QUANTITIES FILL: IMP0RT· EXPORT: REMEDIAL.· . ' ' . .,;, , 0 CY 0 CY n CY n CY n CY ,. I I VICINITY MAP ,i \ CITY OF ENCINITAS T.B. PAGE 1147-H1 11 '\-;\J r" w:.1 ('i. c··~ r, 1\ ir ,\\ I. l~ .j L \,] .. ; '' .f.,. ENGINEERING & SURVEYING SJNGLB SOURCB DEVELOPMENT CONSULTAN'f 1635 S. RANCHO SANTA FE #206 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax N/A N/A WORK ro BE DONE TT-IE GRADING WORK SHALL CONSIST OF TIIE CONSTRUCTION OF ALL CUTS ANO F'/LLS, . REMEDIAL GRADING, DRA,NAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND P,~[PARA 1'/0N or AS-BUILT GRADING PLANS,· AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON TT-11S SET OF PLANS AND THE Cl rt 5 7 ANDARDS, SPECIF/CATIONS, REQUIREMEN IS, RESOW TIONS AND ORDINANCES Cl ffD ON TI-IESE PLANS. THE GRADING I/ORK SHAIL BE PERFOfi'M[O IN ACCORDANCE WITT-I THE FOLLOWING DOCUMENTS, CURF/[NT AT TT-IE TIME c!F CONSIRUCT/0,'i, ~S 0/RECIED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. J. 4. 5. 6. 7. s. 9. 10. CITY OF CARLSBAD ENGINE£R1NG S' ANOARDS THIS SET OF PLANS RESOLUTION .'JO. ~8/l DATED /2,-c:7/-// TT-IE STANDAF/0 SPECIF/CATIONS FOR PUBLIC WORKS C0NS,RUCnON (GRfEN BOOK). · SOILS REPORT AND RECCMMENCA f/ONS BY EAST COUNTY SOIL CONSULTATION & ENGR. INC. DATED Q8-0J-2011 & 01-30-2012 THE SAN DIEGO R[GIONAL STANCA/'10 DRAWINGS AND AS MA f BE MOD/f/ED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED __________ _ ENVIRONMENTAL AF'F'ROVAL DOCUMENTS DA ffD __________ _ STORM WATER POLLu TION ?REVEN TION PLAN SWF'pP Jt12c_.,0,.,_6 _ F'REPAR[D BY RANCHO COASTAL ENGINEERING & SURVEYING DATED OJ/08/2012 //DID NO. 9 J15 N/A N/A 11. STD.RM NATER MANAGEMENT PLAN PREPARED BY ___________ OA /ED---------- 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION 1-!l,NOBOOK AND CAL TRANS CONST'i:UCTION SITE BMP MANUAL. DESCRIPTION EXIST. MAP BOUNDARY LOT LINE EXIST. CONTOURS PROP. CONTOURS f'LOW ?A-H (1% "'1iN.) EXPOSED MASONRY RETAINING WALL. EXPOSED MASONRY RETAIN,NG WALL. EXPOSED MASONR'i RETAINING WALL. BMP INFILTRATION SWALE PER DETAIL SHEET 2 PCC ORI VEWA Y LEGEND DWG.NO. SYMBOL QUANTITY C-1 ·m w: zrmm:s,,. 11± L.F. C-3 a r 1 ::r: · rrm 11± L.F. C-5 '511& m~ :r:::mr:,,u 3 2-1:: L. F. 30 L.F ~G-14A 250 S.F. ,. J+-·_.-.. -.--_-, -.. -.-. \_../,_, __ -----11---Ek-L.J N/A --➔ ;> 350 L.F. N/A @ ·,g EA. N/A OJJUIJIIJllT[TTTTT!JTillJillJJl] 24 L.F. N/A llliJI 1 EA. D-27 = : == : == : == : = 15 L.F. :i.--~ I,, .,, f c..,/4 !-.,.✓ .5).. . .,,./4 :/ £k~.:v1 ,:, ,~ PROJECT PRIORITY NON-PRIORITY PROJECT ------•·-----------...J PfJN~I~~ DEPAR rMENT APPROVAL < £~ / "'&, DATE~ /2 f/z__ DON ~ ' J /I CITY PLANNER ~✓V::.:Zd~ DATE 5 l;t...;1r.. (SIGNED) /' ,ECOM~ENDD 3y &~-:i F:'she IZ :-:, /, ., / 1.\ I < TO BE REMOVED UNLESS SPECIFICALLY NOIED ON Tl-/[ PLAN. ·~ SHEET INDEX 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL TTNG IN TT-IE PONDING OF I, MAMA DOU DIAi LO , A REG/ST[/?[D (CIVIL/ w w ~ WATE.R IS NOT PERM/1/ED. ALL EART'-i[N SWALES AND IJITCI-IES SHALL HAVE A G[OTECI-/NICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING l----1--+----------------,1-·· __ 1---/1----+--I SH1EET CITY OF CARLSBAD SHE2ETS MINIMUM ONE PERCENT SLOP[. BUSINESS IN THE FIELD OF APPLIED SO!LS MECHANICS, HEREBY CERTIFY THAT .., . 9 SHEET 1 COVER SHEET FNGINEERING DEPARTMENT Wf5 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN T/-1/S -' 1---+----if------------------+---+---0---1-----::;::;;~-:::...";:;:::;:::::::=::==:::=:::::::::::::::::::::::::::=::::::::===-'::==::::::::: -, CONTROL PLANS. EROSION CONTROL SHALL /JE AS SHOWN ANO AS APPROVED BY SITE WAS MADE BY ME OR UNDER MY DIRECTION BE:TWEEN Tl-IE DATES OF .. ' . SHEET 2 GRADING PLAN t----t---,f------------------!---!--___ J--__ PRECISE GRAD:NG PLANS FOR: G Q(PRINT hAME) INSPECTOR t • DATE TT-IE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 06-09 , 20 01 AND 01 30 , 20...JL. TWO t---t---+-----------------t-----1---1-----+---· --LA COSTA Bl UFFS z 26. ALL SLOPES SHALL B[ TRIMMED TO A FINISH GRADE JO PRODUCE A UNIFORM COPIES OF Tl-IE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY J _ • W SURFACE AND CROSS SECTION. rrlE SITE S1-/ALL BE LEFT IN A NEAT ANO RECOMM'i!f/JTIQNS HAS BEEN SUBMITTED TO Tl-IE O(FICE OF THE A CITY LOT 409, MAP NO. 6600 ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE ,'<[MOVED ENG{ R. . 1 (1 C'\ j • ~ ~I ';i. AND DISPOSED OF AT A SITE APPROVED OF BY TT-IE CITY ENGINEER. · 1. _ _SIGNED: /V w,.,._. ✓-.. _;\ .H-, ,,•,. tr<> t---+-----,f--------------------+---t--1---1-----:-;:; 27 ALL SLOPES SHALL 1 • APPROVED~:~,/ ~/-,_I '/:_/',Ji GLEN K. VAN PESKI v, , , BE IRRICAIE.D, STABILIZED, PLANTED AND;OR 1-/YDROSEEDED I, .. ,•. ~ G.E./PE. NO.: GE 2074 / RCE 54071 • w;,.u /1(· /,/,;2n c/,-_.,., 3,1 1 , 1 ,/J't. O<( WITHIN TEN (10) DAYS OF n/E TIME MIEN EACH SLOPE IS BROUGHT TO GRADE ,I , • __ ,;.,, "'--_I, 1, ,_ AS S/-iO'IIN ON TT-IE APPROVED GRADING PLANS. , \ 1 I -. ;,z-:').i.,J · D.~TE: -~a=;,t._-~).~?,~•~)..._D~I '~--------, .. t----+----i'-,,,-----------------+---~--1----1---CITY E/..1611-J ecR PE 41?04 EXPiRf:.S J(31/'l DATE CJ 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQU/R[D , \, • / LICENSE EXP/RATION DA TE: 12 Jl-2013 /l\ DWN BY: BMW-PROJECT NO. DRAWING NO. 0 BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, Tl-/[ LANDSCAPING PLANS FOR , DArE INITIAL DATE INlllAL DATE INITIAL CHKD BY: "...t½ :.C I TT-IIS PROJECT, ORA/I/NG NO.----' AND/OR AS DIRECTED '3Y THE CITY ', • . ' ·' ENGINEER OF WORK REVISION DESCRIP IION OTHER APPROVAL CITY APPROVAL RVWD BY: _j)£L_ SOP 11-07 4 7 3-1 B ~ i ENGINEER OR PLANNING DIRECTOR • •' , ~-: •. _,.. <( 1,;•[11' -·--------------:1,;·----------------------■"11' -------------------------------------------·---------------------------------------------------------------------------..10::: I I I' • CD N, I I zO Q__ 0 <t::n I CD ..-- N l ---+--~-,. I t " I I r, (J) 0 I zO Q__ 0 . n <t:: I co z I. I I N 21 "26' 43" W I 0 0 I SOP 11-07 115.85 TG 114.9 IE I / 115.90 TGi 115.1 IE I . 115.95 TG 115.2 IE I I DAYLIGHT •re i 116.0 TG 115.4 :E ,~ I I 1_15_.· .95··· lG 115.2 IE~ ' . . . / 115.90° TG 1 115.1 IE I I I I I ' I I I I ' I I I I I I N ... "' """-......--,--;---.., -~-~i--r-- I I I N. 21"26'43" W 160.00'' I I SOP 11-06 I I I 120- 4'-4" • 0 2' .,..--t-HBMP INFIL!RATIDN PAD=116.0 FF=116.75 --1 t I [rn~T PAD=116.0 FF=116.75 2 CAR GARAGE 2 CAR GARAGE PAD=116.0 FF= 116,?J rn-.-.,-.. -.j U) N <D . ' ' 116.25 ' V v --1-- - ' ~ <.:J ' olz ';i IY: t> SR ? ~lo.. L __ ' ' C-5) / I >7. 116.00 111.9 IE. • ' . ~ t> :_ 1 V , 1 1 ,, ~, :1c:" l,{ > \/ ~ '-.. 1 ..... I 1'" h ' I I ,~ \ i~ ,p' : " : ,II 11~21E 'f'I", . ' ' 2 CAR GARAGE . lft==aa11"'6"'.o"'o==~a=;r--':-,~;"'-~--"J~ I 2 CAR GARAGE } PAD=116.0 FF=116.75 0l l•or c; 0 -. D J O 0 115.35 TG 113.6 IE ·, ( I 115.45 TG 113.9 IE 115.61 TG 115.53 lG ·r ~ ~__..,,...._=i~ 114.3 IE ,s ?6'::'--~s;:::',,-,-";4-'i_1"'ca!,E~"i-:i.'-'-;y ?_;:,-- 7 :""l""""""'-""""""_....,.6',.. .,. :'f'i""'_,'"".,......,..,,&, 6' ~•-.,...,., 0 ,.,a s,fJ'4, '(EXISTING) $>~, _ , \\· S>~t, ··· . --. -122 · \ LOT 408 PAD=123.0 RETA1NING WALLS & DRAINAGE FOR LOT 408 SHOWN ONLY FOR REFERENCE. SEE SOP 11-06 FOR COMPLETE PLAN. ,,------------- V ' , \ I \ I I J ~ \, SCALE: 1" = 1 o• ( . . J" I SWALE PEF DETAIL NOTES: ALL ROOF DRAINAGE fO CONNECT INTO DRAIN SYSTEM OUTLETS INTO BIO-SWALE THAT DEEPENED F1G. PER SOILS & -) STRUCT. : ENGINEERS 110- SCALES: HORIZ. & VERT.: 1 =5 • • • TW -INDICA-ES FINISH GRADE @ TOP OF WALL BW -INDICATES FINISH GRADE @ BOTTOM OF WALL . " ,,.,,.~··""' .. " ·, . ' • • S'NALE SHALL BE PLANTED 'MTH - ADEQl_;ATE CROUNDCOVER OR TLRF. PLANTS "HAT ARE NOT PRONE TO BLOCKING THE DRAINAGE rLOW 'AAY ALSO BE PLANTED ON SIDE SLOPES. MIRAFI FW 400 GEOTEXTILE LINING OR EQUAL ' N 4" PERFORATED PIPE CONNECIE.D 10 DRAINAGE SYSTEM 4' -4" 4"± 24" MIN. -6" -· 3/4" CRUSHED ROCK BMP INFILTRATION SWALE DETAIL ... w ' :::, z w >·. <C " ~--st, C 1:-,. !ill •.,1,. v,,. .. ' •r 'IDT TO SCALE •"ENGINEERED SOIL" LAYER SHALL 13E MINi,1UM 6" DEEP "SANDY LOAM" SOIL MIX ~TH NO MORE 11-1AN 5% CLAY CONTENT. THE MIX SHALL CONTAiN 50-6D% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL NOTE: vEGETATED SWALES ON GRADES CF MORE THAN 2.5% •~UST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE :o 2.5% UNLESS OTHERWISE APPROVED BY THE •JIRECTOR OF ENGINEERNG SERVICES. NOTE: NO FILTE.R FABRIC IS TO BE USED IN TH,S SECTION . WORK TO BE DONE 0 0 G) CONSTRUCT 24' WIDE P.C.C. DRIVEWAY PER G-'4A EX1ST. SEWER LATERAL TO BE UPSIZED PER DWG NO. 473-1 REMOVE EXIST WA"ER SERVICE PROPOSED WATER U~IL,TIES. PER DWG. NO. 473-1 0 © © 0 6" RETAINl'IG WALL AS NOTED KEYSTONE RETAINING WALL PER BUILDING DEPT. PERMIT NO. C81125J7 AREA DRAIN © 0 4" PVC OR ABS DRA,NPIPE @ 1.0c": MIN. OU ,LET DRAINPIPE: 1-NTO, D 3 ~ I IEP,DW,',LL W/ 4'x4' OF ND. J BACKING RIP-RAP .. 18" SQ" AREA DRAIN BOX. DOLBLE 3" P,PE UNDERDRAIN ?ER D-27 BMP INFIL TRA llDN SWALE WITH UNDERDRAiN. SEE DETAIL THIS SHEET. oi£i"'J:i, WA'l '- _/ @ DEEPENED FOOTING, NOT PART OF THIS PERMIT. (FDR ,NFORMATION ONLY) @ 12" DIA. PAVERS, NOT PART OF :HIS PERMIT. (FOR ,NFORMATION ONLY) 8" WIDE "ACO" POLYMER PRODUCT TRENCH DRA,N WITH GRATE RATED FOR LOAD CL/1.SS "c", OR EQUAL 6" P.C.C. OVER NATIVE COMPACTED TO 95% OR PER SOIL ENGINEER'S RECOMMENDA :IONS l) ·:\ f\T IT () r\ f" ir \ i"\l .. ,.11 ,,. c;1] ll "AS BUILT" ENGINEERING & SUR VE YING _.,l1,. .,.. , • r1 v,,"'.,.; ,:,,,;~,.,, !.-;,/, ~~CE ..J.ih-EX-P .L lt,,.,.,/,,, SINGLB SOUR.CB DBVBLOPMl!N'r CONSULTANT 1635 S. RANCHO SANTA FE #206 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / ( 760) 510-3153 Fox t----+----t--~~--'--r~ -----------1----+------+--- DAlE INITIAL DA TE INlf,AL CATE ,NI TIAL ENGi NEER OF WORK RE V•SION DESCRIPTION OTHER APPROV~l CITY APPROVAL DATE • I SH2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRAD:NG PLANS FDR: LA COSTA BLUFFS LOT 409, MAP NO. 6500 APPROVED/P.t0 K-z-411 ild GLEN Cl f'( c. G Nii!:~ PE 41204 EXPIRES 3 31 13 OWN BY: _fil __ CI-IKD BY: ;,'!A RVWD 3Y: __QfJ____ PROJECT NO. SDP 11-07 K. VAN PESKI 3/~./J.:L DATE DRAWING NO. 473-18 N If) ;111 ':, '/ ·\ j \~ '· -·