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HomeMy WebLinkAboutHMP 2019-0002; SNYDER RESIDENCE; Administrative Determination. . -· - -; -. ·t -, ermr:b• ehrld-'F ~o•·hnf -.,....-., .. , -»e:t,ol i .,. I; . .:..... --> -· -. ~-. ~ .... -.. --- -,_ ...... 7::; ,._ .. -~"; -::~ . : ::-.~.-. :-.. :;; .. •;·- . :o=-':-=:?_~;~---.~~:.:~---~it~/_. \" _:r- . -- . . ' . .,·, . SNYDER' .·RESIDENCE ''l__ ' : .. ---~ OW-t\l:e A-!... •• ·-··--·--. ----~- JAMES -M·. -S-NYDER ·. 10612-:P--ROSPECT: AVENUE . . .•. . . . :· :--. ·. . ... - .SANTEE-'-. C-A ·92071· . ---.. J --· -- . , . -. ' . ·,~~--~ . --. .-.. :~~i AReHITEC.T-- -·-1=1cv JdH.NSO_N:· 1aao LA l\lleSA souLEVARo, Su1TE• A .. • -• • -. .-. -• . -. . • 1 • -. -• . ---. • • LA. MESA,--CA 91·:94·,1 PHONE -·(619) :4 6 2--86·:so FAX-:i::'(6~1:9) ·_ 4-62~.o-5:.i2: .. .,. . , -. ~cS G ,.._~ -Jifr):fhl t··f L. ➔ • ·b ·, ,.. . • --~11 .. -. e ifll ~ dtr u -·, -~ m ,,.., .. e• ... ,,, ,;, ?~•, •:0002. .. i. .-GENIRAL NOTES . . ·- SeJ"'raie hook spedll<Ji!ligfiS ~~ nofa ~ e(!hes11 ~rugjen ~men~ .. . . . . . . . . .. The ~<:3enera! Cofl\lili!lnil\ AIA OQ~~enl "201, 'afong with ii,fsupr,Jem.;,.taty cooo!lio°:5, WIii be a p!\ft \if lh°e$e coo(lad doaimefllS, · A espy ls on fi!e at tile An:;hitect s office and may bf! reviewed by the Contractor. · . . . . . . ~~re the words "qqual", . ~approv~. •approv'l(I equar, · "equiVs1leot·, -salisfad~ef. "direct~. "dijslgnalect", ·s.eted,;cf', •.as ·required", and words of . similar ni~nings are us;id, the written apf)(G\181; seledieA satisfactkm direction, ·or similar adian ol tile Ndlileet is required. ' · ·· · -. - -. . --~ --1 N. 0 -:-e· -v:-CITY QF CARLSBAD- --_ · -~ _ Adininistrative PerI;Iit . . -----:-··-;-·· +l-1'iif-zo1c.i ~ooo-z -NO._ -. - TITLE Lase No, ----;:::::====...:....-11-- ' r, . . . -.. . - ., . . --... -.. __ - Wo~ such as ~shown·, -111dicaled", "delail!l<f, ·netecf', "scheduled", or welds of similar meaning shall me;,n _!hat reference is made to lliii drawings ooless -~-----:-t--:-~--_:_.....; _ _,..._--:---~....a.---:....,,....;_~_..;,.,.:s.~·..._ ____ .....:...:.._ __ _;_ __ j othel'/lise rioted. -· · · I ·· •_..:..._ •• -· -• .t _. .... r~. Where lhe warns "required"" and y,0ros af ajrru1<!r m~~ning ~re ~. It shall '-J--,-'-;--.c:....;:.;...,---J--'''--,,---~ _ _ ______ ...,. __ ...;._ -~c-,.;;;...;....;.. ___ _,_ ________ ~_g meap "as r:equired to . properly. complel~ ihe wort and as required tiy ·!he --11----:..=-:.1-"'·-=-=~~=--:c1: l=---;-::::::::,"===:--:--'-:-:=-_.::-,:--=====-c~-~ Areh1tect·. unless &ated olhe~. · -· · · -•·· ,· ------, ,.._,---=-==="=-.,,,_..,, __ c:, ___ ,..,_::c_c=.cc .. :c ... =~---'--'-------.,:_.:.• ~ Wbere Ille words "provide" and ·•perfonn" -are used; it-~· unde~ood and intended to mean lhal Ille Contractor, -al his expense; ~all ·furnish and install Im> wall<, comple_te in place and ready fer use, jRdu<llng-furnishing s'r neeessa<y lab<>r, mat;,rials. tools, equipment and transportation. To-ese -definitions appfr 1he same Ip futu.re, present. and past t•~. except !he =llil "provided" may mean ·contingent upon· where such is !he_ cof\lexl. · · "Typicai · means identical (~r · all ~me condili~ns uni.;,.,_ -otherwise no~ed.-~imilar:· means comparable char,,C::el'isfic:s for-!he condilion net.ed: Verify dimensions and orientation en plan aAEI wllh Archiled.. · · -. -. _ .All heights are dimeAsioned f!'Om top of · aoove finish floor. _ -· · - •slab. unless noted ~ "Afr All drawings and copies !hereof are Ille proper!)[ of !he Aldlited and shaij not be _·used on any other P'<?.iect without lhe le!itten pelfflissh?n _of !!le Aldlitect. -4 (!~-~ -_ 5°.iF5 _.._...._ . . , ,, ,, II // - II II It II -. -... -" . ·-:..-. • • ' G:'_lleral Contrado: shaU visi\ job S11e ~nd verify all cfun~sns, ~nd conditions poor lo cemmenong Construction. Subcontrado,:,; shall revi!'W lire contract - documen": •~d notify ~o~tractor and Contractor shan notify Ardiftect _£If any errqrs, C1~1ons. or d1serepancies in lhe·)llans a_nd/or spedfte:a!ions, prier lo cornmenong construction. Should any can_dition arise wherein the intent af the drawing~ o~_specifications ~re in doubt or there ·is a,· discrepancy betwe.an the drawings and f!elq conditions th~ ARCHITECT. shall be -~;~~----. . -~--, :-. ' notified immediately in writing ror clarification. -. . . ,. . _. -._ 'SlJ''tWM-4-/ZY TAbLE. ,,, <,, ;~: ~1;J re-_Ac /J..eA~e:7-'li?. "'f.-fAi;._; (~&1 zs5 .,i:) ~===~---:::'-,_:-,=!=====:::===============~=======~========~====:j . r 1 ~_.. LAHo ,us£_ 0Es1aN.,Ar/P.N.: _ -. _. .· . I -. /2.-8_/2.t:5/0EAITIAI-. __ -·· · ----a---:----,-:---,-,l----:---,,-~--,-,--------,------'----------Il'' £1,-Z.~N'l'Nra1-.-.~---------------- -~:~---. tz.-l-t2fi£.:r.-4Mlt.Y IZ£:~Qm£/-4t. +tf · 7 C'l'T'A7:..--e;0-1a:;;1t'l_~CPVElZ/J.t:=E t ________ . : -·-~;:_,z-e,3_-s,F. (7.7'7'ii),---_"- -·. :.·"· r---,.:..---.--'--,-f--_ ,c::::---._.---:"-"-":--:-----'"'.""7~~-----,;-,-----'---,.:....,.,---......:__:,_+...:.._;__ __ _;_ _ _J ' ( --. ,,, •"' ' _, -' ,-.5-i:·· f-le:,_~_fJ!./YQ·-sci,-p7&~ .. l?Ji.c;,E~:S_$CJ ___ ~~--_ • a i·__ P ,At?.f.t..t H 6 : 1cea £11 Rr:o·---f-"5'?i4¢:°E:..-s~ - -PriP.VlOe"O ·:--· -5 '$!',1.0=6 · Include on the T!lle S~eet of the ~ans the f~ll~wiAg stateme~t "Ccimp_iiance with. --, the documentation requirements of the 2016-Energy·Efficiency S~ndard~,is ·_· -"" necessary for this project _Registered, signed,'-and _dated copies of the._· ----· \ appropriate CFj R, CF2R, aRd-Cf3R forms snau be -made avaTiable at :necess?'ry ·. · · intervals for Buif!liag Inspector review. Final ilomplete<;l forms will be ·a¥ailable for· : ,. 'the·buildi[)g -owner.·:' -_ · · _ · _ .:_· --, . . --~/2\ ---·1-----,,~-+:--,------:--:---~---',-,,..---,.......,,=-----.,.....;---'----l -- J:;1£F C IZ !2~ 0. "5L/f;b/ll/1f·A!..--:::J~ ·--.-. . : /='l~f SP /2.IN/.4£/Z. ?L.A ,.,_)s •_ ' - ·submitlal docume~ts for d~ferred siiomittal iteiiis shallbe subrnitted· to~~ -,. registered design professional in responsible charg~, ~ho_ shall review them and, forward them to !he· building official with a notation md1catin;i that the deferred . submittal documents have been_ revie~d and thatttiey t\ave been fotmd_ta be m. general confonnance with.the design of the building. n,_e deferre<:l submittal items shall NOT be installed until their design and submittal documents have. _ been approved by the building official." ..__ '-,"'.'"'._e~ : -_ ... -· .. ---------_, . . --- -/ ~ • rtz. -i 7 _ ~-·-- -_ i!" 1q,.Jp-'/2£V. ,-,w . 1 --. --··. .. --~-PRO--JS.CT--~----'A· ■ • - , ---. . -. -. -. . ... . . -- I . . 1. 'A0W-5?2.'f6 f A-:l!.ttt=·~ . . . -. ~IS."'i:J.5i!3~ '27-~'"'-- -' }7 t} I -:SJ,t. IM JAE' /i. C aJ g.; i::'A JZL'5bA&> I CA ,,.,'Z /IC --. '~ (Rt9JTlTA'ti~f"03c : - · .'1J, t2t:~ttF-Ar.re:..1'.:: --rz--z;(~1H6LE. rA-ldl'-'i') ~ u (6A1-r~ --1 -• I . .::._ __ ---... • ?;~if:t".§:-: . ,Z. -1,a:,o ,_ .I -.<t · -N i;?. ~ i-"" T __ ...,,_ ""=-.,"-'--'--·-. .. 1-· -:-· •• ·. --. -ij~:-:-z,~mz.r.1.k!.cll2:t:I'r'~ sz .. rb' Gf'/2 JN/£L£1?.~P ' :u. _ f=,q7'UA~E _·ftJt1f'A~B~;3~~17ff/.Pffld} ·ee_1"l &;,~~j. . '? 7~ (p)irr,)· _ . · -. -: .. --_ _ &~~Jfe~f~r, GA-fl.~} · -. _ • _ · 7. c.,e:, o p:; : .. · :o.u. woRK · .mo MATERlALS soo '°GaMPLY wITH 'fHE REQVlREMENIB · · OF "THESE· COElES AND ALL APPLICABLE !PCAL ORDINANC,"' • 26:il. tallfomia Admin'istrative £ode _ _ · -- • : 2ii:Jif C.,lifomfa B)!11!1ing Cod~ (in~luding access requireme!'lts)1 • ·20;!6 -:anforrila Residentiai cede I • i0a~$lllifomia Gr!!en BwTcling SJ:and~rds Code • ifi1ct-::alifomla l'ire-tode • 2~i.i6ii1fomia Eqergy eo'de • -2ii:J.'6il:al1fomia 61ecuical Code ·• ?fi'ip,;alif~mia Plu~bing.Gode • io11ii)alifomia Mechanical code -- .,.,.,,...: .... I • I --. . . : ' -- i!if. !<_. ' .. ✓ GRADING NOTES (IN ADDl110N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. 1HIS PLAN SUPERSEDES ALL OTHER PLANS PREV/,SETOUSLOFY APP' ~~S.OVED BY 1HE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS ...,.,, 2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE . CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMEN7S USTED HERE:ON AS THE:Y MAY PERTAIN TO 1Hl5 PROJECT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHAU RE\lfSE 71/ESE PLANS WHEN NON-CONFORMANCE: IS D/SCO\IE:RfD. 3. CITY APPROVAL OF PLANS DOES NOT RELJEVE THE DEVELOPERROR'f!?,[!'0 GIOMNE:£1SS/R-ONOFS-WORK FROM RESPONSIBILJTY FOR 1HE CORREC110N OF ER ., ,.,,, DTSCOVE:RED DURING CONSTRUCT/ON. AIL PLAN REVISIONS SHAU. BE PROMPTLY SUBMITTED TO 1HE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER l\1LL B~f,TQUIR,ssuED,[.~,.ANAY WORK IN THE PUBLJC RIGHT OF WAY. PRIOR TO P=.,., ,,,.._ CER11FICA TE OF INSURANCE AS WEl.L AS ADDITIONAL INSURED ENDORSEME:NT MUST BE FILED NAMING 1HE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON 1HE PERMITTEE'S POLJCY IN 1HE MINIMUM AMOUNT or· t/,000,000.00 FOR EACH OCCURRANCE OF LJABIUTY. THE INSURANC£ COMPANY WRITING THE PO/ ICY MUST HA VE A RA TING OF "A " OR BETTER AND A SIZE CATEGORY OF CLASS VJ/ OR BEITER AS ESTABLISHED BY "BESTS" KEY RATING GU/D£ 5. NO WORK SHAIL BE COMMENCED UNTIL AIL PERMITS HAVE BEEN OBTAJNE:D FROM 1HE CITY AND 01HER APPROPRIATE AGENCIES. 5• ~~ov~ ~~ ~if: ~{JJ!:Mffr'bNTIEf'#f:f-;Rifl,~ ~~J~JH,,O::~;JJ HAS BEEN OBTAINED AND A VALJD GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISJONS !WU. BE MADE: TO THESE PLANS 1\111-/0UT 1HE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE RE\IJSION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE 111LE SHEET. . a· ORIGINAL DRAl\1NGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SJGNED BY THE CITY ENGINEER. 9. 1HE ORIGINAL DRA'MNG SHALL BE REVISED TO REFLECT AS-BUILT COND/110NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 1HE WORK BY 1HE CITY.. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHAU BE MAINTAINED TO 1HE PROJECT SITE AT ALL TIMES DURING CONSTRUC110N. 11. WHERE TRENCHES ARE l\1THJN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES. SHALl BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE REW OF APPUED SOILS MECHANICS. 1HE SOILS REPORT IMLL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR 11111-1/N TWO WORKING DA l'S OF 1HE COMPLETION OF FIELD TESTS. · 12. A SOILS COMPACTION REPORT AND COMPUANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OU1LINED IN THE SOILS REPORT IS REQUIRED PRIOR TO 1HE ISSUANCE OF A BUILDING PERMIT. ALL CON1ROI.LED GRADING SHALL BE DONE UNDER THE DIREC110N OF A PROFESSIONAL ENGINEER OF 1HE STATE OF CALJFORNIA PRINCIPALLY DOING BUSINESS IN THE .REW OF APPLJED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 1HE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND 1HE • EARTHWORK SPECIFICATIONS • ATTACHED TO 1HE: PREUMJNARY SOILS INVEST/GA T/ON. DAILY REW COMPACTION REPORTS WILL BE SUBMITTED TO THE: PROJECT INSPECTOR. 13. A PRfCQNSTRUCTION Mff71NG SHAI l BF HF1 Q AT 1HF $11f PRIOR TO 1Hf RfGINMNG Of WQRK ANQ SHA( I Rf ATIFNQfQ RY; Alf RfPRfSENTATIVE"S 28. THE OWNER/APPUCANT SHAU INSURE THAT AIL CONTRACTORS SHAIL COORDINAf£ THE WORK OF THESE GRADING PLANS WITH TFIAT SHOWN ON BOTH 1HE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXJST/NG PIPE UNE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA 110N, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 'MTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE 'MLL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY 1HE CITY ENGINEER. 30. THE CONTRACTOR SHALL. VERIFY 1HE LOCA110N OF AIL EXJSTING FACILJ71£S ( ABOVE GROUND AND UNDER GROUND ) Wl1HIN THE PROJECT S1TE SUFF/CIENIL Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 31. THE CONTRACTOR SHALL N011FY AFFECTED UTILJTY COMPANIES (SEE BaoW) AT LEAST 2 FULL WORKING DA l'S PRIOR TO STARTING GRADING NEAR 1HEIR FACILJTIES AND SHAU COORDINATE THE WORK WITH A COMPANY REPRESENTA71VE. UNDERGROUND SER\IJCE ALERT (DIG ALERi) 81 i SDG&E (800)411-7343 AT&T (619)237-2787 SPECJRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 "'CITY OF CARLSBAD(SEWER.WATER & RECLAIMED WATER) (750)438-2722 'SAN DIEGU/TO WA1ER DISTRICT (760}633-2650 'LEUCADIA WASTEWA1ER DISTRICT · (760)753-0155 "VALLECITOS WATER DISTRICT (760)744-0460 W\1£NHAIN WATER DIS1RICT (760)753-6466 "BUENA SANITA110N DISTRICT (760)726-1340 x1330 *AS APPROPRIA 7£ 32 PERMIT COMPLJANCE REQUIREMENTS: A FOR CON1/?tll I fQ GRADING 11-IE APPLJCANT HIRES A CI\IIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, ·OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL COD£ B. PRIOR TO . COMPL£110N OF GRADING WORK -1HE FOLLOWING . REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER \IJA 1HE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPER\IJS/NG GRADING ENGINEER STATING ALL GRADING IS COMPI.E1E ALL EROSION CONTROL, SLOP£ PLANTING AND IRRIGA110N ARE INSTALLED IN CONFORMANCE 'MTH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. . (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSJVE QUALJTY OF THE SOIL, AND . SUMMARIES OF FIB.D AND LABORATORY TESTS. . THE REPORT SHAU ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT 1HE GRADING WAS DONE IN ACCORDANCE 111TH THE REQUIREMENTS AND RECOMMENDA 110NS OUTLINED IN THE PRELJMINARY SOILS REPORT AND ANY SUPPLEMENTS 1HERETO. - ( 4) REPORT WITH AS---BUiLT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT S1RUCJURAL BMP INSTALLATION CER11RCA1£. (6) PERMITTED WALL FINAL INSPEC110N REPORT. RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION. SUPER\IISJON, TESTING AND ALL OTHER ASPFCTS Of TljF WORK THE: CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CAJJJNG THE INSPECTION UNE AT (760) 438-3891 AT LEAST RVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUC110N. THE CONTRACTOR 111LL THEN"BE:a ,33_ UNLESS A GRADING PERMIT FOR. 1HIS PROJECT IS ISSU,ED WITHIN ONE (1) CONTAC1ED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND 11ME FOR 1HE YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED PRECON51RUCTION MEETING. APPROVED DRAl\1NGS MUST BE AVAILABLE PRIOR TO TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR SCHEDUUNG. THE GRADING PERMIT WILL BE PRO\IJDED BY THE PROJECT INSPECTOR ANY SUCH RECHECK.. . . AT THE MEETING. ,, 34~.JN,_!JCCORD,4/Jcf: KfTH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS 14. All INSPfCTION RfDllfSTS 077-IFR JHAN fQR PRfCOIIISIR!JCT/ON MffilNG lffll BF ~ CONS1RIJC7ED BY T/1/S PLAN SHAU INCLUDE "STENCILS" BE ADDED TO PROHIBIT IIAQF BY C.Af I (NG 1Hf ENGlNfERING 24:UQUR WSPfC1/QN REQUEST f INF . AT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE (760) 438 3891. INSPEC710N /?£QUEST MUST BE RECBVED PRIOR To 2:00 p.M. SA Tl5FACT10N'i0E .• THE CITY ENGINEER. ON 111E DAY BEFORE THE INSPEC110N IS NEEDED. INSPECTIONS l\1LL BE MADE: "DE= •n•'TION OF RES.PONSIBLE CHARGE" 111E NEXT WORK DAY UNLESS YOU REQUEST OTHERl\15£. REQUESTS MADE AFTER ""'''''"' 2:00 P.M. 'MIL BE SCHEDULED FOR Tiro FULL WORK DAl'S LATER. / HEREBY DECLARE THAT I AM JHE ENGINEER OF WORK FOR THIS PROJECT, THAT I 15. 1HE OWNER AND/OR APPLJCANT 1HROUGH THE DEVELOPER AND/OR CONTRACTOR HAVE EJ<ERC/SED. RESPONSIBLE CHARGE OVER 1HE DESIGN OF THE PROJECT AS DERNED SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE\IJCES. INCWDING IN SECTION 6703 OF 1HE BUSINESS AND PROFESSIONS CODE, AND 1HAT THE DESIGN IS SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. CONSJSTENT WITH CURRENT STANDARDS. STAIE AND FEDERAL SAFETY AND HEAL1H STANDARDS. LAIIS AND REGULATIONS. / UNDERSTAND THAT THE CHECK OF PROJECT DRA'MNGS AND SPECIRCATIONS BY THE 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING CITY OF CARLSBAD DOES NOT RELJEVE ME, AS ENGINEER OF WORK, OF MY A DETAIL PLAN TO 11-IE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING RESPONS/8/LJTIES FOR PROJECT DESIGN •. THE D£SfGN OF SHORING, BRACING SLOPING OR OTHER PROVfSIONS 1V BE MADE: OF WORKER PROTE:CTION FROM THE HAZARD OF CA \IJNG GROUND DURING THE EXCAVA110N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA110N TH£RE/N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEP1H AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE P/AN VARIES FROM THE SHORING SYSmJ STANDARDS ESTABUSHED BY THE CONSTRUCTION SAFE7Y ORDERS. T/71.E 8 CALJFORNIA ADMINISTRATIVE COD£ THE PLAN SHALL BE PREPARED BY A RF;GISTERrn ENGINEER AT 1Hf CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVA110N PERMIT MUST BE SUBMITTED TO 111E INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UN11L A VALJD BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION FOR BLAS11NG PERMIT WELL IN ADVANCE OF THE SCHEDULJNG OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 1\111-1/N ANY WORK AREA DURING CONSTRUC110N, OPERATIONS IWLL CEASE IMMEDfA TEL Y. AND THE P£RMJTTEE: llfLL NOTIFY 1HE CITY ENGINEER. OPERA110NS WILL NOT RESTART UN11L THE PERMITTEE: HAS RECEIVED WRITTEN AU7HORITY FROM THE CITY ENGINEER TO DO SO. 19. AIL OPERA110NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL:. DEPARTURE OR OPERATION OF. TRUCKS, EAR1HMO\IING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHAU BE UM/TED TO THE PERIOD BETWEEN 7: DD A.M. AND 6: 00 P.M. EACH DAY, MONDAY 1HRU FRIDAY AND NO EAR1HMO\IJNG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLJDAYS. (A UST OF CITY HOLJDAYS IS AVAILABLE AT 1HE ENGINEERING DEPARJMENT COUNTER.) 20. AU. Off-SITE HAUL ROUTES SHALL BE SUBUITTED BY THE CONTRACTOR TO THE . CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE: MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. 1H£ CON]RACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION. 22. BRUSH SHAU BE REMOVED ONLY '111111/N THE AREA TO BE GRADED. NO 7R££S ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 23. ALL AREAS SHAU BE GRADE:D TO DRAIN. GRADING RESULTING IN THE PONDING OF WAID? IS NOT PERMITTED. AIL EAR1HEN SWALES AND DITCHES SHAU HAVE A MINIMUM ONE PERCENT SLOP£ 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSJON CONTROL SHALL BE AS SHOWN AND AS APPROVED BY 1HE CITY ENGINEER OR AS DIRECTED BY 1HE PROJECT INSPECTOR. 25. ALL . SLOPES SHALL BE TRIMMED TO A RN/SH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SEC110N. THE: SITE SHALL BE LEFT IN A NEAT AND ORDERLY COND/110N. ALL STONES, ROOTS OR 01HER DEBRIS SHALL BE RWOVED AND DISPOSED OF AT A SITE APPROVED· OF BY 1HE CITY ENGINEER. 26. AIL· SLOPES SHAU BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10} DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRAD£ AS SHOWN ON 1HE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLJSHED ON ALL SLOPES AND PADS AS REQUIRED BY 1HE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR 111/S PROJECT, DRAWING NO.~---• AND/OR AS DIRECTED BY THE CITY. ENGINEER OR PLANNING DIRECTOR. lk\/)RA\'1116 FltES\lfflE SHEElS\GRAOING mu: SHEET.DWG mosa>,02/15/17 FIRM: WUNDERLIN ENGINEERING, INC. ----"==~==='-"'=------A DD RESS: -~P=. O~-=BO=X~~=t 3=00~-------- CITY, STATE: ESCONDIDO .CA 92046 TELEPHONE: /7601 743-2238 BY:-==~===-DATE: MJCHAEL A. WUNDERLIN ------- R.C.E. N0.:~2=667~1 ___________ _ REGISTRATION EXP/RA 110N DA TE,_3,,./=31,.,./=20=2~0 ____ _ SOILS ENGINEER'S CERTIFICATE I, · , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF TH£ STA 1E: OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN 11-fE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF 11-fE SOIL CONDITIONS PREVALENT W/11-f/N THIS SITE WAS MADE BY ME OR UNDER MY DIREC110N BETWEEN THE DA TES OF , 20 __ AND ________ , 20_. TWO ==,--,=7-::-:=-=-COPIES OF . 11-fE SOILS REPORT COMPILED FROM 11-flS SWDY, WITH MY RECOMMENDA 110NS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. . SIGNED: G.E.jP.£ NO.: ____________ _ DATE: ______________ _ LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY · THAT A . REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING AC11VITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRAC11TIONER (QSP) HAS BEEN OR \Wl1. BE RETAINED TO SUPERVISE /MPLEMENTA110N OF THE SWPPP IN ACCORDANCE W/11-f THE CALIFORNIA CONSTRUC110N ORDER AND MUNICIPAL PERMIT. LATEST VERSION. JAMES SNYDER SOURCE OF TOPOGRAPHY . . TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIB.O SlJJM:! METHODS FROM INFORMATION GA 1HERED ON UAY ?OJ 8 BY WIINDERl IN ENGINEERING. INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 110NAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT 15 LOCATED 'MTHIN ASSESSORS PARCEL NUMBER(S) 215-050-57 1HE CALJFORNIA COORDINATE INDEX OF THIS PROJECT IS: N _________ r:- DATE EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT __________ ,AT ______ (PHONE NUMBER) 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHAU BE MADE AVAILABLE AT AIL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SKPPP/WDID, IN ACCORDANCE 'MTH THE CONSTRUCT/ON ORDER ISSUED BY THE CALJFORNIA REGIONAL WATER QUALJTY CONTROL BOARD, THE QUALJRED SWPPP PRAC71110NER (QSP} SHAIL UPDATE AND MAINTAIN 1HE WATER POLLU110N CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF 1HE PROJECT. THE UPDA 7ED WPC PLAN AND UPDATED SWPPP SHAU BE: KEPT AT 1HE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE COND/110NS NOT AN71CJPATED. THE: QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHAU OBTAIN APPROVAL FROM THE QUALJRED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO· THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. 1HE CONTRACTOR SHALL INSTALL ADD/710NAL EROSION CONTROL MEASURES AS MAY BE · REQUIRED BY THE CITY ENGINEER DU£ TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£ 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE: NECESSARY PRECAU110NS TO PREVENT PUBLJC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS COND/110N. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHAU BE INCORPORATED HEREON. 8. GRADED AREAS AROUND 1HE PROJECT PERIMETER MUST DRAIN AWAY FROM 1HE FACE OF SLOPE AT 1HE CONCLUSJON OF EACH WORKING DAY. 9. AIL REMOVABLE PROTECTIVE DE\IJCES SHOWN SHAU BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBAB/LJTY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. AIL GRAVEL BAGS SHALL BE BURLAP TYPE Wl1H 3/4 INCH MINIMUM AGGREGRATE. · 11. SHOULD GERMINA110N OF HYDROSEEDED St.OPES FAIL TO PRO\IJDE EFFF:CTIVE COVERAGE OF GRADED SLOPES (9D% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILJZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SEC110N 35.023 OF TH£ EROSION AND SEDIMENT CONTROL HANDBOOK OF 1HE DEPARTMENT OF CONSERVA110N, STA TE OF CALJFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSJON CON1ROL PLANTING AND /RR/GA 710N SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SEC1/0N 212. OF THE STANDARD SPECIF/CATIONS AND 1HE FOLLOWING: A. HYDROSEEDING SHALL BE APPUED TO: 1. AIL SLOPES 1HAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN 1HEY ARE: . a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLJC WALL OR STREET. . b. AIL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLA 11ER THAN 6: 1 WHEN ANY OF THE FOLLOWING COND/710NS EXIST: ~ a. NOT salEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) Wl1HIN 60 DAYS OF ROUGH GRADING •. b. IDENTIFIED BY THE PARKS AND RECREA110N DIRECTOR AS HIGHLY VJSJBLE TO 1HE PUBLIC. . c. HA VE ANY SPECIAL .CONDITION IDENTIFIED BY 1HE CITY ENGINEER 1HAT WARRANTS IMMEDIATE TREAJMENT.· 8. HYDROSEEDED AREAS SHAU BE /RR/GA TED IN ACCORDANCE 'MTH THE FOLLO'MNG CRITERIA: 1. ALL SLOPES THAT ARE GRADED.6:1 OR.STEEPER AND THAT ARE: a. · 7HR£E TO EIGHT FEET IN HEIGHT SHAU BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL Sl'STEM OF LOW PRECIPITA710NSPRJNKLER HEADS PRO\IJDING 100% COVERAGE. --,. b. GREATER THAN 8 FEET IN HEIGHT.SHAU BE WA1ERED BY A . CON\IEN710NAL SYSTEM OF LOW:PRECIPITAT/ON SPRINKLER HEADS PRO\IID/NG 100% COVERAG£ . _ , 2 AREAS SLOPED LESS THAN 6: 1 SHAU BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PR0\/1DE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHAIL BE SPECIFIC REGARDING THE NUMBERS, TfPES AND COSTS OF THE aEMENTS OF THE THE PROPOSED Sl'STEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF 1HE SOIL AT THE OPTIMUM LEVEL FOR 1HE GROWTH OF 1HE HYDROSEEDED GROWTH. C. HYDROSEED/NG MIX SHAU CONSIST OF ALL OF 1HE FOLLOWING: 1. SEED MIX SHAU CONSJST OF NO LESS 1HAN: . a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE. OF E SCHOOL CIA CALJFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLJA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF D/MORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSEC710N MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING. HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES. h. · ITEM a OF THIS 'SUBSEC110N MUST BE INOCULATED WITH A N/1ROGEN RX/NG BACTERIA AND APPUED DRY EITHER BY DRIWNG OR BROADCASTING BEFORE HYDROSEEDING. i. AIL SEED MATERIALS SHAU BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS 111TH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CUL1URE CERTIFICA110N TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO 111E HYDROSEED SLURRY AT THE DISCRETION OF TH£ CONTRACTOR. 2. TYPE 1 MULCH APPUED AT. THE RATE OF NO LESS 1HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULJCAILY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF 1HE STRAW INTO THE SOIL. 3. FER11LJZER CONSIS11NG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLJED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG IJY: 1. ROUGHENING THE SURFACE TO BE P!ANTED BY ANY OR A COMBINA110N OF: a. 1RACK WALKING SLOPES STE:EPER 1HAN 6: 1 b. HARROl\1NG AREAS 6: 1 OR FLA T1ER THAT ARE sumCJENTL Y FRIABLE. c. RIPPING AREAS 1HAT l\1LL NOT BREAK UP USING ITEMS a OR b ABOVE. 2 CONDl110NING THE SOILS SO THAT IT IS SUITABLE FOR P!ANTING BY: a. ADJUSTING THE SURFACE SOIL MOIS1URE TO PROVIDE A DAMP BUT NOT SA1URATED SEED BED. b. THE ADD/110N OF SOIL AMENDMENTS, PH ADJIJS1MENT, LEACHING COVERING SALJNE SOILS TO PRO\IJDED \IJABLE CONDITIONS FOR GROW1H. £ HYDROSEEDED AREAS SHALL BE MAINTAINED TO PRO\IJDE A VIGOROUS GROWTH UNTIL 1HE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE THE PERMANENT LANDSCAPING, UN71L THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. F. AIL SLOPES SHAU HAVE IRRIGA110N INSTALLED AND BE STABILJZED, PLANTED AND/OR HYDROSEEDEJ:/ WITHIN TEN (10) DAl'S OF 1HE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSJON CONTROL PRODUCT (RECP) SHlfil BE INSTALLED PER EC-7 IF 1H/S REQUIREMENT CANNOT BE MET. JUT£, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. . G. ·SHOULD GERMINATION OF HYDROSEED FAIL TO PRO\IJDE EFFICIENT COVERAGE (NO LESS THAN 70%} PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STAB/LJZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET 15 UNACCEPTABLE. H. LANDSCAPING SHAU BE ACCOMPLJSHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL. THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY TH£ CITY ENGINEER OR CITY PLANNER. VICINITY PACIFIC OCEAN INDEX OF SHEETS SHEET 1lllE 1 mtE SHEEf 2 GRADING Pl.AN 3 SIDEWALK AT POINSETTIA lANE 4 1EIR 2 SWPPP -TITLE SHffi 5 TIER 2 SWPPP -EROSION COMTROL LEGAL DESCRIPTION 1781 SKIMMER COURT CARLSBAD; CA 92011 A.P.N. 215-050-57 PROJECT .ADDRESS 1781 SKIMMER COURT CARI.SBAD, CA 92011 OWNER/DEVELOPER NAME: JAMES SNYDER --~~~=~-- ADD RESS: 10612 PROSPECT AVE. #101 SAN1EE, CA 92071 PHONE: N0.:~/6~19~}~5=62~-=81=83~-- . REFERENCE DRAWINGS EARTHWORK guAN·rrrms CUT: 175 CY FILL: 17,2 CY IMPORT: 200 CY EXPORT: zoo* CY REMEDIAL: l,2QO CY * CONCRETE & .DEBRIS FROM BURNED DOWN HOUSE (SLAB, FOOTING, ETC.) BENCH MARK MAP DESCRIP110N: 2 5" DJSC IN C!IRR AT THE s,w CORNER Of fl CAMINO -._ - LOCA770N: _ __,REAl"""'°"&"'-'-PO""l~NS;<=ElilA,=_.LAN..,,,E,....,,235""-'FT-".'-'FR-"O"'M"-"lHE..._,CENTER,..,,""'-""OFc._ El CAl!jNQ RFAJ RECORDED: _ __,,CIIY-O=F_CARLS"""..,,,.BAD"'-'C"'t.S .. B::0'-"'6"'9_,{,_,PDl.,,NT,._.#c..·,,,69,,_) ___ _ ELEVATION: 272.456 DA WM: NGl/0 29 C -·· WORK TO BE DONE 1HE li,ADING WORK SHAU CONSIST OF 1HE CONS7RUC110N. OF ALL CUTS AND FILLS, REMEDIA~ GRADING, DRAINAGE FACILJTIES. EROSION CONTROL FACILJTIES, AND . PLAN71t!G OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 1HIS SET · OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS RESOLUTIONS AND ORO/NANCE$ .CIJED ON THESE PLANS. ' THE GRADING WORK SHAU BE PERFORMED IN ACCORDANCE WITH 1HE FOLLOWING DOCUMENTS, CURRENT AT 1HE TIME OF CONS1RUCTION, AS DIRECTED BY 1HE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY QF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS . 4. RESOLUTION NO. NIA DA TED ___ ,___ 5. TH£ STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUC710N (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY _________ _ ____ DATED _____ _ Z THE SAN DIEGO REGIONAL STANDARD DRAl\1NGS AND AS MAY BE MODIFIED BY THE CITY·OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSJON DEVELOPMENT PERMIT CONDITIONS DATl:D . 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _______ _ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY NIA DATED WDID NO. NIA ----- 11. STORM WATER QUALJTY MANAGEMENT PLAN PREPARED . BY----------DATED ___ _ 12. CALJ(ORNIA STORM WATER QUALJTY ASSOCIATION BMP CONSTl?UCT/ON HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY CONCREIE DRIVEWAY. CONCRE!E WALKWAY (PRIVATE) CONCREIE SIDEWALK (PUBUC) G-07 & G-09 5'xl0' RIP RAP DISSIPATOR PER D-40, No: 2 BACKING, 1. 1' lHICK OVER Fll.lER FABRIC EXIST. CONC. HOUSE SIAB TD BE REUOVED EXIST. DRIVEWAY MIT. TO BE REMOVED EXIST. CONC. WALK TO BE REMOVED EXIST. RITAINlNG WALL TO BE REMOVED STABILIZED CONS!RUCJlON ENTRANCE siLT FENCE GRAVEL BAG BERM OR CHECK DAM VEGATAllVE SWALE ----. . . ~ --0--:.-0- I •••• ·1 . . . . . . . ... . -· --~-- ,.;~----- srRUCl'URAL (POST-COru!1Rllt,"llON) BMP TABLE EXEMPT FROM HYDROMODIRCA TION? 1600 S.F. 425 S.F. 630 S.F. 4 C.Y. 2,670 S.F. 4,835 S.F. 108 S.F. 150 S.F. 300. S.F. . 180 LF. 200 fA. 120 S.F . -'-, • STORMWATER REQUIREMENTS THAT APPLY: 1xr STANDARD STORMWAJER REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS · · t:8:i YES (SEE SM.IP FOR DOCUMENTATION) □ NO TYPE DESCRIPTION OiNERSBlP TOTAL LOT AREA 0.97 ACRES TOTAL DISTURBED AREA -13.200 S.F. (0.3 AC.) {THIS AREA INCLUDES BUT IS NOT UM/TED TO bFF-SITE WORK INCLUDING PUBLJC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE MAINTENANCE AGREEMENT SHEET NO. MAINTENANCE FREQUENCY "AS BUILT" AND EQUIPMENT STAGING AREA.s; CONSTRUCT/ON WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILJTY RCE __ _ TRENCHES, BACKFILL CUTS AND SLOPE KEYWAY.S) EXP. ___ _ DATE TOTAL REPLACED IMPER\IJOUS AREA = 4.320 S.F. TOTAL NEW IMPER\IJOUS AREA = 280 S.F. TOTAL PROPOSED IMPER\IJOUS AREA = 4,600 S.F. REVIEWED BY: INSPECTOR DATE -I ~ CITY OF CARLSBAD t-----1,----+----------------+---1----1---+----1 Ll_J ENGINEERING DEPARTMENT t-----lr---+----------------+---!----t---+----1 t-----1,----1----------------+---i---.+---+----1 GRADING PLANS FOR: SYNDER RESIDENCE 1781 SKIMMER. COURT TITLE <:1-!EET APPROVEQ: JASON· S. GELOERT l----if--+.,.--------------~+--1---+--+----I ~Cl~TY~EN~Gl~N:::E'::ER::::=:=;R~CE:::::::6:::39::1:::2:;:::EXP:::::IRE::::S:::9:::l/:::;30:=1/:::;·1';:8:::::::::D::A::TE::::~ /1\ REVISION DESCRIPTION o:: AP::i:-:~ APP:::· =Bi~:-=--=--=--=--=---11 PROJECT NO. II DRAWING NO., DAlE INl1IAL ENGINEER OF WORK go "'! EXIST. WATER METER & P.R.V. EXIST. DRIVEWAY EXIST. MAILBOX . /' "--. EXIST. CURB, GUTlER, _,) "--. & SIDEWALK·~<;;:--~, ____ _, ~ EASEMENTS. l!I EXIST. Ei\SEMENT RESERVATION FOR ROAD & UTIUlY PURPOSES RECORDED FEBRUARY 6, 1973 /JS ALE NO. 73-338122 OF OFflC&\L RECORDS [ID EXIST. SLOPE EASEMENT PER DOC. NO. 2000-259212, REC. 5/18/2000 . 1£] OMITTED . [ID EXIST. 15' WIDE DRAINAGE EASEMENT PER DOC. NO. 2000-25921_3, REC. 5/18/2000 . IE] EXIST. STREET DED!CATION III EXIST. 200' WIDE SDG&E EASEMENT REC. 12/8/1953. IN BOOK 5071, PAGE 317 OF· O.R. [ID EXIST. 12' WIDE SDG&E EASEMENT PER DOC. NO. 214437, REC. 12/12/1S61 [Bl EXIST. 5' WIDE EASEMENf FOR UNDERGROUND COMMUNICATION SJRUClURES PER DOC. NO. 44883, REC. 3/9/1971. Q] EXIST. ff WIDE EASEMENT FOR UNDERGROUND CONDUITS TOGE!HER WITH THE RIGHT-OF INGRESS AND EGRESS PER DOC. #4311, REC. 1/8/1971 TREE TABLE 0 DIA lYPE A 18" OAK B . BIRD OF PARADISE . C 15" PALM D 24" OAK E 30• EUCALYPTUS F 40 PALM REMARKS REMAINS REMOVE REMOVE REMOVE REMAINS REMAINS CONSTRUCTION NOTES: CONCRJE DRIVEWAY . PORTION OF EXIST. CONC. DRIVEWAY TO BE REMOVED EXIST. WAil. TO BE REMOVED © BURNED DOWN HOUSE S!AB &: FOOTING TO BE REMOVED ~ CONC. WALK EXIST. SITE PAVEMENT TO BE REMOVED 5'x10' RIP RAP OISSIPATOR PER D-40, No. 2 BACKING, 1. 1' THICK OVER ALTER FABRIC @ 3'x40' VEGATAlNE SWALE NOTES: ANISH GRADE WILL PROVIDE A MINIMUM OF 2% 10 SWALE AWAY FROM BUl!DING. - " WUNDERLIN ENGINEERING, INC. "AS BUil T" P .0. BOX 461300, ESCONDIDO, CA 92046 PH. (760) 644-2944 email: wunde~in@earthlink.net RCE __ EXP ___ _ DATE BY:------=-::c-=-MTE: __ _ MICHAEL A WUNDERLIN, RCE 266i'.1 REVIEWED BY: INSPEC10R DATE fsHFil-1 CITY OF CARLSBAD II SHEETS I l--+--l-----_;_-------t-'----t---t----t-7 ~. ENGINEERING DEPARTMENT . 4. 1---+--t-------'-------t---t---t---r----t :::GRAD~lN;;;G~PLANS~~FO~R:==:_::::::::=:=:::::::=:=::::..::=:::::::; SYNDER RESIDENCE 1781 SKIMMER COURT 1---+--t----------,-----t--t--+---t--t APPROVED: . JASON S. GEI.DERT '!I! 0 10 20 E----l---+---l--,_..-----------t--t--+---t--1~a~rr~rn~Q~NEER===~~~E=s3=9~12~EXP1~R~~~9==30=1~s~~M~E~ ~7 SCALE: 1"=10' l-::,.,-:=--f-=~~'------------,----t-;:::;::;;;:--t-;;:;;;;-;:;-t-;;-;:;;ci;;:;;:;;;;,1 OWN BY: --i PROJECT NO. IIDRAWING NO., ~5 DAIE INmAL DAlE INITIAL DAlE INfllAL CHKD BY: __ ~g1 .... ~IIIIJl!lllllll'!■-!11!!!!!!!11!!!!"!!!'!!!!!!!!!!!!11'11!!!!!!!!!11!!!1!!!~-----.;..-..;. ___________ ~ ___ ..;. ____________ ..;. ____________________ ~m~G!NEER~~OF~WORK~--~R~E~~~9~0N~D~ES~C~R;IP~u~ON~--~O~lHER~APPR~~~AL£"~CITT~~~PRO~V~AL~R~VWD~B~Y~:~~~~~~~~;~~~~ Qi:;: 1>\l)RAWNG Fll£S\1FILE SHEEIS\GRADIIIG lilLE 5HEEUlWG ....,SE!kll2/15/17 ------ ~ ~ --~ · .a It! --o..., "'1 ;;,.a:, ----"1'1 w .. ~~ oi.: PROPERlY LINE \ 1>.\DRAIING fUS\111lE S!IEEIS\"""°INC 1111.E SHEET.DWG RE\ISSD,02/15/17 N89"49'47"W 435.08' PROPERlY LINE ------------------------ I::~~tt:1::·l ~.:-'..;i• · ....... PROPOSED HOUSE SEE SHEEf 2 "-......__ "-......__ G J '° ......__ . "'-......__ / ~--~--- ' -.....__ -----...:. F ---- )- EXIST. CURB, GUTTER, & SIDEWALK --------- ......__ ......__ ......__ ......__ -.....__ . ......__ '-- r--7 '-' . ......__ ----.._,____ - EXIST. WING HE'ADWAll " '-,'-,." -.....__ -.....__ REPIACE EXIST. O.G. PA1'H I ,. '-,.~," -.....__ WITH CONCRETE SIDEWALK (126') ~·~ - WUNDERLIN ENGINEERING, INC. P.O. BOX 461300, ESCONDIDO, CA 92046 PH. (760) 644-2944 emoTI: wunderlin@earth6nk.net BY:_M-ICHAEI.--A...,.WU-,,-,ND"'ERl.l=N:-, ""RC,:-:E:-2:c:6:=67::c-1 01(f£: ____ _ I EXIST. GARAGE I TO REMAIN I I ----------- · EXIST. A.C. EXIST. A.C. EASEMENTS DRAINAGE NOTE: DRAINAGE DISCHARGING FROM lHE SUBJECT PROJECT DOES NOT DICHARGE INTO AN E.SA "· AS -AtHSOIATED ·FLOW. Fl:OWS ARE COMMINGLED . !aJ EXIST. EASEMENT RESERVATION FOR ROAfJ & UllLIIY PURPOSES RECORDED FEBRUARY 6, 1973 AS ALE NO. 73-338122 OF OFFlClAL RECORDS [ID EXIST. SLOPE 1:ASEMENT PER DOC. NO. 2000-259212, REC. 5/18/2000 ~ OMITTED fill EXIST. 15' WIDE DRAINAGE E'ASEMENT PER DOC. NO. 2000-259213, REC. 5/18/2000 . [&J EXIST. STREET DEDICATION II] EXIST. 2oo' WIDE SDG&E E'ASEMENT REC. 12/8/1953 IN BOOK 5071, PAGE 317 OF O.R. . @ EXIST. 12' WIDE SDG&E EASEMENT PER DOC. NO •. 214437, REC. 12/12/1961 [!l] EXIST. 5' WIDE E'ASEMENT FOR UNDERGROUND COMMUNICATION STRUCTURES PER DOC. NO. 44883, REc. 3/9/1971 Q] EXIST. 8' WIDE E'ASEMENT FOR UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS PER DOC. #4311, REC. 1/8/1971 ,. ~~ 2% CROSS SLOPE TO STREET _; "' < "\ ......__ ......__ ---,'-" ......__ N89'50'04 "E 435.05' 0 '-4~~ " END OF EXIST. SIDEWALK -.....__,,,,,__,. '-. .,:,~~'-" " ~,'-' ,'-" " ,'-, " ' '-'- . CURB & GUTTER ¾ '---...__ '---...__ PROPERTY LINE '-'-' " '- EXIST. CURB, GUITER, & SIDEWALK EXIST. CONC. MEDIAN 20 40 SCALE: 1 • =20' EXIST. CONC. DITCH EXIST. WING HEADWALL "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---l--+------=--------j--r--t---i----i I SH3EET I CITY OF CARLSBAD ~ ~;;;;:;;;;;;,~,;E:;NG~IN;;EE;=::R:::IN::G:::::D:::E::::P::::AR:::TM:::::::E:::::NT::::::::==.'.~==~ GRADING PLANS FOR: l---+-+-----'--------1----i---1---r----, SYNDER RESIDENCE 1781 SKIMMER COURT SlDEWALK AT POINSETTIA LANE APPROVED: . JASON S. GELDERT CllY ENGINEER RCE 63912 EXPIRES 9 30 18 DA TE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL OJHER APPROVAL CITY APPROVAL DWN BY: ---1 CHKD BY; __ _ RVWD BY: PROJECT NO. II DRAWING NO.I ' "' c; ~m c;;..-"'.., ....,_ I . . . TIER-2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVEN71ON NOTES -SW __ -___ - GENERAL SITE MANAGEMENT REOlllREMENTS 7HE FOLLOtlfNG GENERAL SITE MANAG£MfNT REQUIREMENTS SHALL B£ ADHERED TO 7HROUGHOfJT 7H£ DURA 7/0N OF TH£ CONS1RIJCTION WORK (YEAR ROUND). 1. IN CASE EM£RG/;NCY WORK IS R£/JIJIRED, CONTACT: JAMES SNYDER FROM: OWNER AT {TELNO.) (.619) 562 818.3 ' 2. D£V/C£S SHOWN ON CITY APPROVED Pl.ANS SHALL NOT B£ MOVED OR MODIFIED WITHOUT TH£ APPROVAL OF TH£ ENGINEERING INSPECTOR. J. TH£ CONTRACTOR SHALL RESTORE All EROSION CONTROL DEVICES TO. WORKING ORDER TO TH£ SATISFACTION OF TH£ CITY £NG/NEER AF1fR EACH RUN-OFF PRODUCINGRAINFAJL 4. TH£ CONTRACTOR SHALL INSTALL AODl710NAL EROSION CONTROL MEASURES AS MAY B£ REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING Of'ERA 1l0NS OR IJNFORSE£N CJRCUMSTANCE:S WHICH MAY ARIS£ 5. TH£ CONTRACTOR SHALL B£ R£SPONSIBI.£ AND SHALL TAK£ NECESSARY PR£CAU710NS . TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WAJERS CREATE A HAZARDOlfS COND/7ION. . . 6. GRADING AREAS AROUND TH£ PROJECT PERIM£7£R MUST DRAIN AWAY FROM 7H£ FACE OF SI.OP£ AT TH£ CONCLUSION OF EACH WORKING DAY. . 7. All REMOVABLE PROTEC71V£ DEVICES SHALL B£ IN PLACE AT THE £ND OF EACH-WORKING DAY WHEN RV£ (5) DAY RAIN PROBABILITY FORECAST £XC££DS FORTY PERCENT (40%). SILT AND OTHER D£BRIS SHALL BE REMOVED AF1fR EACH RAINFA/1. · 8. ALL GRA l£l BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGR£GA T£ 9. ALL EXPOSED DJST/JRB£D AREAS MUST HAVE £ROS/ON PROTECTION BMPs PROPERLY INSTALLED. 7HIS INCLUDES ALL BUILDING PADS, IJNFIMSHED ROADS, MD SI.OPES. 10. ADEQUATE PERJM£7£R PROTECTION BMPs MUST B£ INSTAUED :AND MAINTAINED AND WILL B£ UPGRADED, IF NECESSARY, TO PROV/D£ sumCIENT PROTEC710N FROM RUNOFF DURING RAIN £V£NTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST B£ INSTALL£D AND MAINTAINED. 12. AD£QUAT£ BMPs TO CONTROL OFFS/TE S£DJM£NT TRACKING MUST B£ INSTAllED AND MAINTAINED. . . . 13. A MINIMUM OF 125% OF TH£ MAT£RIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT TH£ £XPOS£D AREAS FROM £ROS/ON AND PR£V£NT SEDIMENT DISCHARGES, MUST B£ STORED ONSIT£. AREAS ALREADY PROTECTED FROM £ROS/ON USING PHYSICAL STABILIZATION OR ESTABLISHED V£G£TATION STABIUZATION BMPs AR£ NOT CONSIDERED TO B£ "EXPOSED" FOR PURPOSES OF THIS R£QIJIR£MENT. . 14. . TH£ OWN£R/D£VflOP£R/CONTRACTOR MUST FOLLOW "W£A7HER TRIGGERED" ACTION PLAN AND B£ ABL£ TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED POR710NS OF TH£ SIT£ WITHIN 48 HOURS OF A PREDICTED STORM £VENT (A PREDICTED STORM £V£NT IS DEFINED AS A 40% CHANCE OF RAIN ltlTHIN A 5-0AY NATIONAL: W£AT/1ER SERVICE FORECAST). ON REQUEST, TH£ OWN£R/D£V£LOPER/CONTRACTOR MU~ PROVIDE PROOF OF THIS CAPABIUTY. : 15. DEPLOYMENT OF PHYSICAL OR VEGETATION £ROS/ON CONTROi. BMPs MUST COMMENCE AS SOON AS SI.OPES AR£ COMPIETED. TH£ OWNER/D£VflOPER/CONTRACTOR MAY NOT R£L Y ON 7H£ ABHJTY TO DEPLOY STANDBY BMP MAT£RIALS TO PR£VENT £ROS/ON OF SLOPES THAT HA i£ B£EN COMPl.£TED. £ROS/ON CONTROL HYDROS£EDING. PLANTING AND IRRIGA 7/0N 1. ALL PERMANENT AND T£MPOP.ARY £ROS/ON CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SP£CIFICA710NS AND TH£ FOll.OW/NG: A HYDROS£EDING SHALL BE APPUED TO: 1 All SLOPES THAT AR£ GRADED 6: 1 (HORIZONTAL TO VERTICAL} OR STEEPER WHEN THEY ARE: a. 71-IRE£ FE£T OR MORE IN H£1GHT AND ADJACENT TO PUBUC WALL OR STREET. b. All SLOPES 4 FE£T OR MOR£ IN H£/GHT. 2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS £XJST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONS1RUC1lON OR GENERAL LANDSCAPING} WITHIN 60 DA J'S OF ROUGH GRADING. b. IDEN71F/£D BY THE PARKS AND RECR£A 710N DIR£CTVR AS HIGHLY VIS/BL£ TO THE PUBUC. c. HA V£ ANY SPEC/Al CONDITION ID£N71FIED BY TH£ CITY £NG/N££R THAT WARRANTS IMMEDIA T£ 7R£A lMENT. B HYDROSEED/NG AREAS SHALL B£ IRRIGA T£D IN ACCORDANCE WITH TH£ FOLLOWING CRIT£RIA: C 1 All SI.OPES THAT ARE GRADED 6: 1 OR STEEPER AND 7HA T ARE: a. THR££ TO £/GHT FE£T IN HEIGHT SHALL BE /RR/GA TED BY HAND WATER/NG FROM QUICK COUPLERS/HOS£ BIBS OR A CONVENTIONAL SYSTEM OF LOW PR£CIPITA1lON SPRINKLER HEADS PROVIDING 100% COllffiAG£ _ b. GR£AT£R THAN 8 FEET IN H£/GHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITA1lON SPRINKLER HEADS PROVIDING 100% COl>f7?AG£ 2 AR£AS SI.OPED L£SS 71-/AN 6: 1 SHALL BE IRRIGATED AS APPROVED BY 7H£ CITY ENGINEER, PRIOR TO HYDROS£EDING. 7H£ D£V£LOPER SHALL SUBMIT A PROPOSED SCH£M£ TO PROVIDE /RR/GA TION TO 71-IE CITY ENGINEER. 71-1£ PROPOSAL SHALL BE SPEC/RC REGARDING TH£ NUMBERS, TYPE, ANO COSTS OF THE £1.£MENTS OF TH£ PROPOSED SYSTEM. 3 /RR/GA 710N SHAU. MAINTAIN 7H£ MOISTURE l£VEL OF TH£ SOil AT THE OPTIMUM l£VEL FOR TH£ GRADING OF TH£ HYDROSE£DED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF All OF TH£ FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO L£SS THAN: a. 20 lbs. PER ACRE OF ROSE CLO'l£R b. 20 lbs PER ACRE OF ZORRO F£SCIJ£ c. 3/bs PER ACRE OF E SCHOOL CIA CAUFORN/CA d. 4 lbs PER ACRE OF ACHIL/£A Mfll.EFOLIA e. 3/bs PER ACRE OF Al YSSIJM (CN?PIT OF SNOW) f. 1/2 lb. PER ACRE IF DIMORPHOl£CA g. ITEMS c. d, e, AND f OF 7HJS SUBSECTION MAY BE OMITTED ON VISIBLE FROM £/THER A PUBLIC STR£ET OR R£SIDENT/Al S1RUCTUR£S. 16. TH£ AR£A 71-IAT CAN BE Cl£AR£D, GRADED, AND LEFT EXPOSED AT ON£ 71ME IS , ,,,,,,_:,,,,_,,,,,,,.,,--- llM/TED TO THE AMOUNT OF ACREAGE THAT TH£ CONTRACTOR CAN W)£QlJA T£L Y PROTECT h. ITEM a OF THIS SUBSECTION MUST BE INOCULA mJ WITH A N/7ROGEN FIXING BACT£RIA AND APPLIED DRY £/TH£R BY DRIWNG OR BROADCASING BEFORE HYDROSEE)ING. L All S££D MA T£R/AlS SHAU B£ TRANSPORTED TO 71-1£ JOBSIT£ IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT . OF FOOD AND AGRICULTURE CER71FICA710N TAG ATTACHED m OR PRINTED ON SAID CONTAINERS. PRIOR TO A PREDICTED RAIN £VENT. FOR LARGER SITES, GRADING SHOUIJ) B£ PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONlROI. BMPs IN AREAS 7HAT ARE NOT COMPLETED, BUT AR£ NOT AC71V£LY BBNG WORKED BEFORE ADDfTIONAl GRADING IS ALLOWED TO PROC£ED, AT 7H£ D/SCR£7/0N OF TH£ CITY /NSP£CTQR. . 17. All DJSTIJRBED AREAS THAT AR£ NOT COMPl£T£D ANIJ/OR NOT BEING AC11V£LY GRAlJED MUST B£ FUll.Y PROTECTED FROM £ROS/ON IF LEFT FOR 14 OR MOR£ DAYS 7HE ABIUTY TO INSTALL BMP MA TER/AlS IN A PROMPT MANNER IS l!l1II SUFFICIENT. BMPs N££D TO B£ INSTALLED IN 1H£S£ AREAS. . 18, BMPs MUST B£ STOCKPILED AT VARIOUS lOCA 710N THROUGHOUT 7il£ PROJECT SIT£ THROUGHOUT TH£ lf"AR. WHENEVER TH£R£ IS A 40% CHANCE OR GR£A TER OF A RAIN W/71-1/N A THRE£ (3) DAY FORECAST, TH£ INSPECTOR llfll. VERIFY 7HA T BMPs ARE . ADEQUATELY STOCKPILED. BMPs MUST B£ STOCKPll£D AND READY FOR DEPLOYMENT WHEN 7H£R£ IS 5D% CHANCE OF RAIN W/71-1/N A 4B HOUR FORECAST. FA/WR£ TO COMPLY WITH THIS REQUIREMENT COUW RESULT IN TH£ ISSUANCE OF A STOP WORK NOT/CE; f1R 071-IER ENFORCEMENT ACTION. 19. All TREA TM£NT AND £ROSTON CONTROL BMPs MUST BE INSPECTED llff7<L Y AND PRIOR TO A FORECASTED RAIN £VENT OF GREATER 7HAN 50%, AND AFTER A RAIN £VENT. IN ADD/710N, TREA"/M£NT CONTROL BMPs MUST B£ SERVICED AS NEEDED THROUGHOUT TH£ l£AR. 20. IF S£l£CTED BMP FAILS DURING A RAIN £VENT, IT MUST B£ R£PAIR£D OR IMPROVED OR REPLACED WITH AN ACCEPTABLE Al TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILJJRE OF A BMP IND/CATES IT WAS NOT ADEQUATE FOR TH£ CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. . 21. All CONSTRUCTION EMPLOYEES MUST B£ TRAJNEJ) ON THE IMPORTANCE OF STORM WATER POll.UT/ON PR£V£NT/ON AND BMP MAINTENANCE. WEATHER TRIGGERED AC110N PLAN 7H£ D£YEL0PER SHAl1. DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPl£T£L Y PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PR£D/CT£0 STORM £VENT ( A PREDICTED STORM £VENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NA 7/0NAL W£A THER SERVICE}, IN AOD/710N TO BMPs fMPL£MENTED YEAR-ROUND INCL/JDING PERIMETER CONTROL, WIND EROSION CONTROL, 7RACKiNG, NON-STORM WATER CONTROL, WAST£ MANAGEMENT, AND MATERIALS POll.UTION CON7ROL TH£ NATIONAL W£ATH£R SERVICE FORECAST SHALL B£ MONITOR£D AND USED BY THE D£V£LOPER ON A DAILY BASIS. IF PR£CIPITATION IS PREDICTED {40% CHANCE OF RAIN), THEN TH£ NECESSARY WATER POLLUTION CON"/ROI. PRACTICES SHALL B£ DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITA 710N. D £ j. NON-PHYTO-TOX/C W£TT1NG AGENTS MAY B£ ADDED TO 7H£ HYDROS££D SLURRY AT THE DISCR£7/0N OF 7H£ CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RATE OF NO L£SS HAN 2000 /bs PER ACRE. TYPE 6 MULCH (STRAW) MAY B£ SUBSTITIJTED, WHEN STRAW IS USED, IT MUST B£ ANCHORED TO THE SLOP£ BY MECHANICALLY PUNCHING NO L£SS THAN 50% IF TH£ STRAW INTO THE SOIL 3 FERTIUZER CONSIS1lNG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 Wl7H 15% SULPHUR APPU£D AT 7H£ RAT£ OF 500 lbs. PER ACR£ AREAS TO B£ HYDROSE£DED SHALL B£ PREPARED PRIOR TO HYDROS£8JING: 1 ROUGHENING THE SURFACE TO 8£ PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SI.OPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLA TT£R THAT AR£ SUFFJCIEN1L Y FR/AB/.£ ' 2 AREAS GRAD£D FLATTER THAN 6:1 WHEN ANY OF TH£ FOLLOWING CONDITIONS £XJST: ; a. ADJl/S71NG TH£ SURFACE SOil MOISTURE TO PROVIDE A DAMP BIT NOT SA T/JRA TED S££D BED. b. THE ADD/710N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALJN£ SOILS TO PROVIDED VIABLE CONDmoNS FOR GROWTH. HYDROSEED/NG AR£AS SHALL B£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ PROJECT JS PERMANENTLY J.ANDSCAP£D OR, FOR AREAS WHERE HYDROS££DING IS TH£ PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPlET£D AND All BONDS REl.£AS£D. 2. All. SI.OPES SHAU HA V£ IRRIGATION INSTALL£D AND B£ STABILJZ£D, PLANTED AND/OR HYDROSEE)ED WITHIN TEN (10) DA Y.S OF TH£ TIM£ WHEN EACH SI.OP£ IS BROUGHT TO GRAD£ AS SHOWN ON, TH£ APPROVED GRADING PLANS. J. SHOULD G£RMINA710N OF HYDROSEE)£[) SI.OPES FAil TO PRO'IID£ EFFICIENT COl.£7i'AGE OF GRADING SLOPES {90% COVERAGE) PRIOR TO OCTOBER 1, . 7H£ SI.OPES SHALL B£ STABILJZ£D BY AN APPROPRIATE £ROS/ON CONTROL MATTING MATERIAL APPROVED BY TH£ PUBLJC WORKS INSP£CTOR- 4. LANDSCAPING SHAll. B£ ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DJR£CTED_BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. TH£ OWNER/APPLICANT SHAl1. £NS/JR£ THAT All CONTRACTORS SHALl BEST MANAGEMENT PRACTICES (BMP) SELECTION TAB~E. -Erosion Control Sediment Contml BMPs Trackkrg Non.stDrmWater Waste Management and Malmals BMPs Control BMPs Management BMPs -Pollulion Conlml BMPs . ! C: C: :8 --"'O -2 .2 ai "'O C --r:,, 0 a, "'O C £l 5 " " C E 5 .!;? _g _g s "' Ii 5 0 !§ -.2 . "'O ,:: .S--~ "'O ., .!! -,=i ., .... 0 "' '-s :, c "' §~ ~ ., ., ., g "'S--2 o-"' g. .£ .s; ,z-C, C ., Best Management Practice¾ ., <'<! s &: I:: C <o C <"5 ~ -2 ~-C o, 0, m~ ., i!: lit-8e 0 i> a, § 0) s .c: ,g .£ o . -ii ., --.,_ (BMP) Description ➔ .2~ "'O gi j s § ., "' ., r:,, e "' "'O .B' ., "0 ., ~ "0 :!g ~ C: .Si ., ai :,0 ls -,l!;a, & 8 -"" ,ls J;s "0 ,., 8~ C: C: C: c:, ~ g 0, ., "" c:, .2 ""' ~·5 => E 3l -c:, "' C: C: c:, 0 g, ~~ ., 0 "'o -., ~ " ., E ~ " a:: _E -0,,.,, . ., I 67.:E 1~ -., .c:o i1'. ej! .!:!;,. "S ~ 0'I .,s E "0 ., .§ i'i ls 1 ., :, a§ :=: (IJ """0 ... ,., iE j -C: -~ 0, t g, .,--0 -4s g. e a .Q a,. ., " .!;o ., e . -:s?g ., .!!! £ 0 "0 ., -8 0 " -~ '-"' -0 ~ .s e 0 '-15 e 6:& .c: ., -o .a ::$ t: ... § 56 d:Gl g ~'5 "" ~ 0 ~ ~g ~ "' ti~ ~ :§§ en ~ b}8 -o 1i, "' c'3 "'El. "' s "" El. ~ts "' §;~ ~~ 0~ CASQA.Des&J181b, ➔ "" ... .... co 0) -..., .... ll') 0 -"" ..., ,.. ll') <c co --to .... co --"" -..., " co I I I I I I I I I I I I ,1, I ii: I i I I I I I i i I i I ConstmclionAclM!y @ @ ~ ~ ~ ~ ij,J ij,J ij,J ij,J ~ ij,J ~ I!:: "' ~ -~ i i i i "' "" Grad.,,. "Soil Diswroance :>< X >< .,,, Trenchin-wition >< v' Sto,.,,,,,7inn Drillin-. ,,. .. , .. _, ... )< Concrele/A.,,,haft Sowcuttina . '-' .. Concrete Flatwork ~ ~ x;. Pavina -. 't··. .. ,?<. ~ ">< Conduit/Pino Installation • ..;x._ . ~ Stucco/Mortar Work -" ......,, >< ' Waste D"'"osal >< )< Sta<1inA A av Down Area "_?<C. . El"•lnment Maintenance and Fue/ina '>t Hazardous Substance LJse,rstoraae = Dewaterinn ')l Site Access Across Dirt >< other /Jistl: ' Instructions: 1. Check the box to the left of all applicable construction activity ( first column) expected to occur during construction. _ 2. Located along the t_op of the BMP Tqble is a list .of BMP's with. it's corresponding California starmwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use dunng · construction from the list. Check the box where the chosen activity row intersects with the BMP column. · J. Refer to the CASQA construction handbook for information and detalls of the chosen BMPs and how to apply them to the project LEGEND (D£L£T£ ITEMS NOT USED ON THE SIT£ MAP) DESCRIP110N £C-10, VELOCITY DISS/PA110N S£-1, SILT FENCE SE-6, GRAfil BAG TR-1, STABILJZ£D CONSTRUC110N ENTRANCE IIM-1, MATERIAL DELIVERY AND STORAGE IIM-2, MATERIAL US£ m..1-4, SPILL PR£V£N110N AND CONTROL IIM-5, SOLID WAST£ MANAGEMENT WM-6, HAZARDOUS WAS1F MANAGEMENT WM-8, CONCRETE WAST£ MANAGEMENT WM-9, SANITARY/SEPTIC WASJE MANAGEMENT £C-2, PR£S£RV£ EXIS11NG V£G£TA 1/0N SYMBOL =P jWM-11 IWM-2! ~ iYi!BI ~ IWM-Bt ----=-----=- OWNER'S CER11.F1CATION: I UNDERSTAND AND ACKNOWlEDG£ THAT I MUST: (1) IMP/.£MENT BEST MANAGEMENT PRAC71C£S (BMPs) DURING CONS1RIJCT/ON ACTMl/£S TO 7HE MAXIMUM £XT£NT PRAC1lCABl£ TO A WID 7HE MOBIIJZA 710N OF POLLUTANTS SUCH AS SEDJMENT AND TO AVOID TH£ £XPOSURE-OF STORM WATER TO CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE m AND AT ALL 1lMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUC710N SWf>PP. THROUGHOUT 71-/E Dl!RA710N OF THE CONSTRUC710N AC71VITl£S UN71l TH£ CONSTRUCTION WORK IS COMPf.c_'tE -6-.ND SIGN£[} OFF BY 7HE CITY OF CARLSBAD. JAMES SNYDER, OWNER DAT£ CITY OF OCEANSIDE PACIFIC OCEAN 7s -.·~ ---':...·ec.·'.:C..-~-.c---~~=-=-___ CITY OF VISTA Ro CITY OF ENCINITAS VICINITY MAP SHEET INDEX: SHEET 1: TITLE SHEET SHEET 2: £ROS/ON CONTROL PLANS APN: 21s-050-s1 S11EADDRBSS: 1781 SKIMMER COURT CARLSBAD, CA 92011 AREA OFDISWRBANCE AREA OF DISTURBANCE 13.200 S.F. (0.3 AC.) (THIS AREA INCLUDES BUT IS NOT LJMfTED TO OFF-SIT£ WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND £QUIPM£NT STAGING AREAS: CONSTRUC110N WORKER FOOT TRAFFIC. SOIL/GRA \<a PILES, U71LJTY TRENCHES: BACKFILL CUTS AND. SLOP£ K£YWA YS) CONSTRVC11VN1HREAT: CONSTRUC710N THREAT TO STORM WATER Q/JfillTY (CHECK BOX}: □ HIGH !ill MEDIUM OWNER/APPLICANT: NAM£: JAMES SNYDER AJJDR£SS: 10612 PROSPECT AVE. #101 SANTEE, CA 92071 7El.£PHON£ NO.: (619) 562-8183 EMERGENCY CONTACT: NAM£: JAMES SNYDER ADDRESS: 10612 PROSPECT AVE. #101 SANTEE, CA 92071 TELEPHONE Na: (619) 562-8183 THE DEPLOYMENT OF THE BMPS SHAll. INCl.lJD£ BfJT NOT BE UM/TED TO GRA IH · BAGS AND · SILT FENCES. A MINIMUM OF 125% OF THE MAT£RIAL N££D£D TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT TH£ EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST B£ STORED ON-SIT£. AREAS-THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABIIJZA710N OR ESTABUSHED . VEGETATION STABILIZATION BMPS AS DETERMINED BY TH£ CITY OF CARLSBAD AR£ NOT CONSI/JEREIJ TO BE "ExPOSED" FOR 71-1£ PURPOSES OF "WEATHER 1RIGG£R£D ACTION PLAN~ AN ADEQUA T£ SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVA/LAB/£ FOR COORDINATE lfft: WORK OF THIS CONSTRUCTION S'M'PP SHOWN ON ANY GRADING PLANS, LANDSCAP£ AND /RR/GA 710N PLANS, AND IMPROV£M£NT PLANS AS R£Q/JIR£D FOR THIS_ PROJECT WORK. EC-4, BONDED OR STABILIZED FIBER MA TRIX ~ IEC-21 IEc--4) ~ CITY OF CARLSBAD j SHEE1S5 I .------------~---------------! L_±j ENGINEERING DEPARTMENT NAME OF PREPARER: MICHAEL A WUNDERLIN QUAUFICA TION Of PREPARER:___,R."'C,,.,E."--"26.,,6,.,_71.__ ___ _ ADDRESS: WUNDERLIN ENGINEERING, INC. P.O. BOX 461300 DEPLOYMENT OF "K£4 TH£R 1RIGG£RED BMPS". ESCONDIDO CA 92046 PHONE NO.: <J6Q,) 743--2238 Cl'l'Y STORM WATER POILUTION :t'REVEN'I:Iuli PLAN (SWPPP) TIER 2 PROJECT NAME: SYNDER RESIDENCE 1781 SKIMMER COURT- TITLE SHEET '°., -.....- ~; 26671 3/31/2020 I PROJECT ID IIDRA'MNG NO., -----------------------------------------------------------------------------------------------------~----.;Sl;;;GNAJURE;;;;;;;;, ______ ,;;R.;;;C·;E/<~CERT.;;;;;.;.NO;;;;;,. _.;UC.;.;EXP~ . .;OA;.;JE;.._..;;DA;;;TE;...l.';-iiiijjiiiijjiiiijjiiiijjiiiijjiiiiiiijjiiiijjiiiiiiijjiiiiiiijjiiiijjiiiiiiijjiiiijjiiiiiiijjiiiiiiijj~--~---~-1 ·--------------~---------------------------------------------------------------- i '; ~ ~: c:c ·m EXIST.-Sf. LIGHT · EXIST. WATER METER & P .R.V. EXIST. DRIVEWAY EXIST. MAllBOX f' "-. EXIST. CURB. GUTTER, ~ "-. & SIDEWAI.K~--L /-~- ~ EASEMENTS IA] EXIST. tASEMENT RESERVATION FOR ROAD & UTDJ1Y PURPOSES RECORDED FEBRUARY 6, 1973 /lS ALE NO. 73-338122 OF OFACIAI. RECORDS [iiJ EXIST. SLOPE E"ASEMENT PER DOC. NO. 2000-259212, REC. 5/18/2000 ~ OMITTED [ID EXIST. 15' WIDE DRAINAGE EASEMENT PER DOC. NO. 2000-259213, REC. 5/18/2000 1rJ EXIST. STREET DEDICATION !I! EXIST. 200' WIDE SDG&E.E'ASEMENT REC. 12/8/1953 IN BOOK 5071, PAGE 317 OF O.R. [ID EXIST. 12' WIDE SDG&E EASEMENT PER DOC. NO. 214437, REC. 12/12/1961 [HI EXIST. 5' WIDE EASEMENT FOR UNDERGROUND COMMUNICATION STRUCTURES PER OOC. NO. 44883, REC. 3/9/1971 · Q] EXIST, 8' WJDE E'ASEMOO FOR UNDERGROUND CONDUITS TOGE!liER WITH THE RIGHT OF INGRESS AND EGRESS PER DOC. fl,311, REC. 1/8/1971 TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2SWPPP) SW __ 0 10 20 SCALE: 1"=10' TREE TABLE 0 DIA lYPE REMARKS A 18" OAK REMAINS B . BIRD OF PARADISE REMOVE C 15" PALM REMOVE D 24" OAK REMOVE CONSTRUCTION NOTES: (D CONCRIE DRIVEWAY . @ PORTION OF EXlSL CONC. DRIVEWAY TO BE REMOVED @ EXIST. WALL TO BE REMOVED I BURNED DOWN HOUSE SI.AB & FOOTING TO BE REMOVED CONC. WALK EXlSL SITE PAVEMENT TO BE REMOVED · 5'x10' RIP RAP DISSIPATOR PER D-,40, No. 2 BACKING, 1.1' THICK OVER ALTER FABRIC @ 3'x40' VEGATATIVE SWALE NOTES: ANISH GRADE WILL PROVIDE A MINIMUM OF 2% TO SWAf£ AWAY FROM BUILDING. - --. .:. ' ! I SH5EET I CITY OF CARLSBAD j SHEETS5 I ---------------.,....-----! ENGINEERING DEPARTMENT NAME OF PREPARER: MICHAEL A. WUNDERLIN QUALIFICATION OF PREPARER::...· ...,,,R.C""=.E.,__.2,,,,_667'-'-1 __ _ ADDRESS: WUNDERLIN ENGINEERING, INC. P.O. BOX 461300 ESCONDIDO. CA 92046 CITY STORM WM'BR POU.UTI0N PREVENTION PLAN (SWPPP) . TIER 2 PROJECT NAME: SYNDER RESIDENCE 1781 SKIMMER COURT E 30• EIJCALYPTUS REMAINS F 40' PALM· . REMAINS !el o;;; ~~ -26671 3/31/2020 DA'/li: I PROJECT ID 11 ORA WING NO.I wwl----------------------------------------------------------------------l...--...:-=IDRE=---~-~:~:~:=:'-~oo:·_.;uc.:.,:~;-~=;__.;;;;_.-~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii..::;;··iiiiiiiiiiiiiiiiiiiiiiiiii~ t::! c:u ... TITLE SHEET PHONE NO.: (76Q) 74}-2238 0 EXIST. 1" WATERS REMOVE EXIST. 3/4 SERVICE; REPLACE VIIA.TER METER: SE EXIST. SEWER LATE EXlST. C &SIDE • • 7' ,~ ~ z_B"i .1 o/ t \,;-' \1 >' ~' ~ ,_ JST. WALL / .,,.,r- if_ -v-'o"? ~ 7!/, - ,?, ii SUDlt-.G Gt.ASS DO SUDll'G GLASS DO = " -o'.e_ ""' O?{, 0 EXIST. GARAGE TO REMAIN • .. . ,. • • • • t -28 0. • Docume \ dticWor water\RI