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CDP 2018-0019; SNYDER RESIDENCE; Planning Commission
I •· . , -· --' ·1:t·eztY1:""o-"M\u, ,to,u ... ,,,;,....,.c1·11ic-··· •@iv ,..;,,.11:l'e:-1111-.-·•w . .. ~...-i......-............ hi·· ~-~ ....... . ··-~-31 c:v-·o·· __ _,_,,..,~~-... ,. ,, .. . . ---· ,· -~-,-· -:-·· . ---'?"' .":, ,,_ . -·. -----;.._·. . -······ .. ···--'-~- ;~ :-._.-:"-.. ·: .. · ,. -:-"--···'-. . -... ~---·. ---_.-.,,<-:;::·_~-. ~-~·•·----- SNYDER -; .. RESIDENCE \. o·WNl!R ·-. . JAMES 10612 ' . ---·•--·· ---· --------------· M. SNYDER PROSPECT .. AVENUE SANTEE, CA·92071 . ·-·-. -. . . 7830 LA MESA BOULEVA'.RD,. SU·ITE: A . ' ' . . J • . . ·' • . . .· . . . . .- LA MESA, CA 9194.1 .. ,., PHONE (619) 462-8660 FAX (619) -_, --....:.__...,,.,-~-=---. GENERAL NOTE .. s Se13arate book specifi<;a!ions are not a ~,t oflhese taAS\ruction dotu ments. .. . . The ~General Conqili9•1s·. AIA Document A201, along with i!ssupple conditions. will be a pa11 9r these controct documents. · A Gl!lPY fs dn fi rnentary le at the Architect's office and may bil reviewed by lhe· Contractor .. iv,ilent·. Where the words ",;qua!", "approved", "approved equal",· "equ ·satisfactory·, "directed", "designated", "s,elected·. •as ·required", and w similar meanings are used, the written approval, selection, satis ords of faction. direction, or similar action o( the Ardlilect is required. r words Won:1s Sllch as "shown·. "indicaled", "detail~:. ·neted", "scheduled", o of similar meaning shall mean !hat reference is made to the drawings unless olhel\'<ise noted. · · it shall . : Where the words "required" and words 0f simil~r meaning are u,;ed, mean ·as required Io propeny complete ihe wor1c and as required ... Arehitect·. unless stated otherwise. · · by the od and d Where lhe words "provide" and •perform·· are used, it is· under.rto inten<:led to mean that the Contractor, .al his expense; shall ·tumish an the work. complele in place and ready for use, including· fumis necessary labor, materials, tools, equipment and transportation. definitions apply the same !(] futu.re, presenl, and past le~s. except lh "provided" may mean ·contingent u,:on· where such is the. con.text. install "Typical· means identical for· all same conditions unless . ol noled.":Similar": means comparable characteristics for the condition Verify dimensions and orientation on plan.aA<I with Architect. hing ©( These eword herv...-ise neled. All heights are dimeAsioned from lop of •slab, unless noted ,is "A FF · above finish noor. · hall not All drawings and copies thereof are the property or the Architect and s be ·used ·on any other project wilhoul the written peimission or the Acd\il ed. . . -. ditions General Contractor shall visit job site and verify all dimerisic;,ns, and con prior to commencing construction. Sutx:ontractors shall review the co documents and notify Contractor and Contractor shall notify Afdiitect e!TOrs, omissions, or discrepancies in the·plans and/or specifications, commencing cons:ructlon. Should any con.dition arise wherein the of the drawings or specifications are in doubt or there -i.s a· dis ere between the drawings and fielq conditions the ARCHITECT sh ntract of any prior to intent pancy all be notified immediately 111 writing for tiarrficatidn. · -· ~ 50;1/IA1,4/ZY TAbLE. l.!. _-51 TE Ac /J..!f A~e1-d:P. "r7A~. (4~,z.5 ~ •. lAMC/ .i.JS£ 0£51.GNATldN ~ ~ ,;-F) /2-8-_/2£'5/0ENT/A-L _. .. ·. . . ~~--------. --"·-----. . lb.: ....... tt..~1t--t;::$: · · ·. ·--- [:. . /Z.. -I c?M£rAMlt.Y /Z£~ict£Bil,4L Ti{, 7 o·r AL.7bllf£Vltl4'.. Ce> VE'/cAC.'l;t~--= · '._. ___ ... "8;?2&>3~--s. F, ( 7. 7 '7/i;:,) -- ·'8:; .. t-Jo··L/ll'IQ-Si:A-PlN~f''12.oPi7.2r£o . . Ct, P,AE{L/H6: /ZEi:<ll/Rt::O· .. ~·-,z·-5.--p;4e:f:, . '5'· .. . f/l,P.VIOL:O -5 ~l'A-c'E.5 . Include on the Title Sqeet of the· plans the fonowing statement 'CcimpHance with "' the documentation requirements of the 2016 Energy Efficiency Standards.is necessary for this project. Registered, signed; and.dated copies'ot the . · > · appropriate CF1 R, CF2R, and CF3R forms shall be made avanable at necessary intervals for Building Inspector review. Final completed forms will be available for· 'the building -own.er."•· · ~ r---. 0£/=t:IZ 12/! O 5. LI roAI /,7·,AL 5 Fl EE 'SP 12 IN 14:£ IZ. /?LA ,--1.s \ ' ' .. -,, nd_ "Submittal documents for deferred i;'uoriiittal items shaTn,e submitted to th~ registered design professional in responsible c~arge, 'Nho. shaH review them a forward them to the· building official with a notation md1catmg that the deferred submittal documents have been ·reviewed and thatthey have been found_to b e in. . general conformance with.the design of the building. Th.e deferred submittal items shall NOT be installed until their design and submittal documents have, been ·approved I?¥. th_El build)~~ official." · · '-·-· , .. -~:)! !\ / rz. , f fL , i 7 . / I~! i,-I q ,. I ff. /2-&V. ·" !-~ ' ) -' . . . "f.. . ..._. _____________ .;.. ________________ ..., _____ ...., ____ .... ___ ,. ___ ...,. _____ ...;,.~;..;.;.-.... ..,. .... __ , ______ .., __ ,_.....; ___________________ ., ___ ,... ___ ..., __ ._;,_,~_, ... __ ... , .... ,,~...,.; ' i if . • . .. ---~.(:.PP."1e:>t,t;-.r::?al "'/ .. ~ H·e·e--r N .. s I oex· .· . ' . . -N 0 • T I T L E ; .I ' . ' c..s-1 "t:,:;, VP:12 $HEFT ' --.. . ... -. . .. 'i ; .. • .. . • • . A 'i ,-... c·--,sg,_,-,,,.:51 ~ ... ·'r-J . • . --~-: ·,:" . . -. ,~-• . ·.--..... ,·. . ·~¼i.-A ,· . . .. . . ,4-·1 ' ----rl!Z.or fj &£Ci::'HO .. rt.o.~12 rt-...AH5 ------ ~ . . -.. &.. . . . . A -?,, ,c.X. T.E fZ I i?p £"LEVA T I ,::, N '3 ft /?~Pr P-l-4N . ,2!; .::.f..•~ .:~-~ =:--t:-J<~re121 c>E · f££VAIT/PNG . • . • . , __ . " . . ·----·---___ ,, __ .. .. -. -. -· --.... --··--·--- ; . ' ..L ···- ' . ... ... l PF5 '4/2AO/f-Jcs l'l.~NS' f Pr/;,-ti -JI . ~ 'r5' II /I . .. · 4 t7r6 . II /I • ------~~--5°.Pr5 " If , ----= . ·-.. . ----------·· -·-' ·. •· . . ' .. :-~:~:-;, .. . _/ . . .. __ ,,,_. . ' t:i/-. -'f~oi'~~-----r .----·--.. ·: , .. . ·,-.,'-_'!?'•"~ . ·i . ,._ ' l . • . . ' . . ' -. •··· . . . . . ' ' . . . . . .. ; .. ' . i- 1: . . . ,. , . ( -. .. .. . . ' -. . • ! ' , .. • . "'' • ·. .. . . ' ' . . . -. . . ·' ' :,, . /- . ' ' . ' . . . . . , .. .. -. . ' i, . OJE T --. p R C CATA . . ... -· . .. . . .~ .. ,·· ··-··. .... • •.xe, -; ,~ --------.. ~ ll I • .A ~~~~Z?J:~ .. ·mtEt .. ~:f-!ZZ·•-~ l.fip 05"t:!!-'37-,::;.:-' . • . -•--~ .,.__ ________ ./!_ . . ' CITY OF CARLSBAD 1.. (~JflT~ A-:01J.Rf.~-:-;" /76( :s,e.11>1 .Mc/2. Cv--U/Zr PLANNING COMMISSION ' C.A {ZL 5 f:;JA/:;,, CA c:--7~ //0 Case Nami_n \/ d. tic . ,J;, •.. . .. ~FA'f.l. +·~ . JZ /7/f./6l£ rAJ.,/!LY) ~ LI {6AI, 'Rec.a I V1 CA. · tJ-t-C... . ~:.., ··--z; -, ..... ~-... [ . . CaseNo.: CD'P ;;?;QI ?i-0()19 i 4, :N".¢~::::::_;;i:~~ .G,,::r.,a1Ll:F'0 .. : .: ,-z. ~1 .. . - if. z::, f¥..Tl0 tr.r,2J:r::=::r.:cr?~ _sz -b Gf'f2 /f.//LLE/2.t:p ~ . ' ' Exhibil No.: Date: 11-7-l l.l, ~t?UAr-E ft:J~ AG8~~tJt?"(lf£5fPfr)lk.t) Ce7.9. ~:,@)_t, '? 7a 1ft, (PA ,Ye?) I tf-' · · · . .. . . ~ ~o Ce.><. I -r; r, GA t2;<16.E )· · · . {f- .":£: 7, Ct'~D-fG".L !'ILL WORK AND MATERIALS sHALL~cbMPLY WITH ,HE REQUIREMENTS s OF THESE CODES AND ALL APPLICABLE ~OCAL ORDINANC ~ _;-;'~-~ . ~FCA,RL ,~ .,! . • ~b1G, Callfor'nia Adminlstrative ·c?de ;;: . • 2CIM,. California su·ilding Code (including access requirements) . ni~tr~Perniit · !t 20:ib •:alifornia Residential Code ..-, • -.... ~~-......... ., ....... ,,_~ . ' ~~ ---il\ -20JC.California Green Buililing Standards Code • • 201~:'::aHfornia Pire Code .Case4':-,-, · Q ~11 ~ 111.t"! ·-··--·--·-·--·--· "-• I ' it~ • 201i,Qillfornia En.ergy Code Exibit No . A. Date I f~ ,? =Ii f 201<,6:allfomia Elec1rical Codii . .. ' •· ·, .. ,:_ 4lh[l,~-lifornia Plu~bing·(ode ., : ."';" • " .' :: ---t. . • iOit·Galifornia Mechanical Code i: ,;; . . . . ~-. ' ( .... r.-· I ' --: . J -, l • • . -, ·. . , ~~ ·1 .... ~,. '· -----,----;lf!j~ if , _j . " ., •J I ::]Ill . i. _;;". . i _fi~-'--: ~ _--,-. . ' •· • • . . .. ; ' , . • •• -,.:'. .. ' . • -. • . . ··- -- . r-. . , . :,- . - ' . > · .. , ' ·- .. ' . : ' '· \ . I ,. " L-.,_, .,,. . ' J ' . , ,· 4351 +---'---------"-------------------------~!I:--------------·'«-'' ~--· I . ..,.__ ___ ==-.,f.,.,lk;: • I ' . . . . . . . / / { / (E)S/77= P._1!2A/N46E7 ~ '~--' -•> ~ .··. '_· ' ·( c..}.£.:ziJfZ. ·.ct,;!ftc&E ., t :...Sl tE. EZA.1---t .. __ · __ ~l'-' =-:1.~C?~. . -~ -i r LEGAL DESCRIPTION Real property in the _City of cartsbad, County of San Diego, State of California, described as follows: · · PARCEL 1: THE EAST 435 FEET OF THE NORTH 110 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST · QUARTER OF, SECTION 26, TOWNSHIP 12 sou'nl, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN . THE CT1Y OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED · STATES GOVERNMENT SURVEY, APPROVED OCTOBER 25, iB75. PARCEL 2: · AN EASEMENT AND RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES. OVER, UNDER, ALONG AND ACROSS THE EAST 20-FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN . THE COUNTY OF SAN DIEGO; STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT . SURVEY, APPROVED OCTOBER 25, 1875. . . , PARCEL 3: . . . . . -. . . . A PERMANENT AND NON,EXCLUSIVE EASEMENT AND RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES AND INODENTALS THERETO OVER THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY; "FOR THE BENEFIT AND USE OF THE PRESENT A.ND RJTURE OWNERS OF ALL OR ANY PART OF THE NORTH ONE-HALF OF THE NORTHEAST. QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 26, TOWNSHIP.12 SOUTH, RANGE 4 WEST, SAN.BERNARDINO MERIDIAN;SAID EASEMENT TO BE 40.00 FEET IN WIDTH, THE CENTER LINE OF WHICH IS DESCRIBEO AS FOLLOWS: BEGINNING AT A POINT IN THE WES11:RL Y LINE OF SAID NORTHW~ QUARTER OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 12 SOlfTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, · .. DISTANT THEREON SOUTH 0°37'04" EAST 183.00 FEET FROM THE NORTHWEST CORNER THEREOF, SAID POINT· BEING IN THE ARC OF A NON-TANGENT 200.00 FOOT RADIUS CURVE CONCAVE SOlfTHERLY, THROUGH WHICH POINT A RADIAL BEARS NORTH 9°58'06" WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3°28'06", A DISTANCE OF 12.11 FEET; THENCE TANGENTTO SAID CURVE NORTH 83°30'00~,EAST; A DISTANCE OF 62.00 FEET TO THE . BEG!NNING:OF A TANGENT 100.00 FOOT RADIUS CURVE. CONCAVE SOUTHERLY; THENCE EASTERLY AIDNG THE,ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35°5S'OO" A DISTANCE OF 62.69 FEET TO A POINT OF REVERSED CURVATURE WITH A 150.00 FOOT RADIUS CURVE CONCAVE NORTHERLY, THROUGH WHICH POINT OF REVERSED CURVATURE A RADIAL BEARS NORTH 29°25'00" · EAST; THENCE_EASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 60.00 FEET, MORE OR LESS, TO THE WESTERLY LINE OF COUNIY ROAD SURVEY NO. 1800-1, KNOWN AS EL-CAMINO REAL. THE SIDELINES OF SAID 40.00 FOOT S1RIP SHALL BE LENGTHENED AND/OR SHORTENED AS TO TERMINATE IN SAID WESTERLY LINE OF THE NORTHWEST' QUAKIER OF THE NORTHEAST QUARTER OF SECTION 26, AND IN SAID WESTERLY LINE OF EL CAMINO REAL . APN: 2_15-0SQ-57-00 I 4351 i ' ' ; ; ' . i -----~--~-~- ( ✓ ·----~- -----~-11-·-n--0 , = ·(,.;:? . ' -.--~---------. .. · .. '· 0'. ~-/ __ .· .• I ' / / ✓ ., ,~ ' I ! I " -----------------------~----- / ___,,. ! I I CITY OF CARLSBAD . PLANNING COMMISSION CaseName:5n~d-u-- :Re.s '1 d~nc...~ _ Case No.en£ '7f1!~-OOL~ Exhibit No,: 13 ' Date:\ l--1-1(5 Exibit No. _::e,_..,.'c---- . . .. -·:':/:_:.:;':-··; ... ••• >-• ;.,, -• JOB NO. DATE /f•/1/.•/7 J>\ --I -~-------~-~---·-~-~~- ,. • •. •• i ' • • ' .. ' -v-. ... \ "\ );": ~ :: . . . •·.I - ~-. :, ,' :_...,_ .. , -i,· ;'-. '.} . ' ....... • . . . 11 ,1 • • • ' •• ~ . ,~ -~ . . . . -. . -· . . , -' . ' , '·· . • ' pj 7 ~·ifl' (I · ... , . -.-. ·. ·' , ; . ' ! i . I -··"'.• :'.·':.':.~·-• ~·::J· r-, .... : -~ '.-::-·.-. ----_-__ -__ -=_-.-'_'1-.. ::.c..._..,.,. ,.. __ --t .. >,,;.A .. "-~~-·--·--·· _---- .. , -=·-:_.: . ;.s;, ·,_,_ ·. . ' -\) . . ~· '. .. I •· ·,.,·\· :- . -~ , -'-'1.---·· --_: .· ·. -~ ~-~~ . ·.-.... - .., ,. '·. . "\ ;_ . ,·.:J:._: i, .... ''..JIL__ ., .· . • -.. _::. . ·,, .. -\ ,,. ,,, .. '\. . . l• ,, ,_ , •. . l(/A$.T£'/£. _;_~ ·. ,,, . ; •. b£D~c::'c?1i4 • • -·,' .·:;.: . . ~: ',"" j ."·. -., ' -;/. . ' ' ::. ::. ' \'l ~, .'I::!-' ·. 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"' ;,11 ·:::,_1· I~.··--/I fq ·-·· . . -· .c;:, -. I EL£---vA T ToN . . • .. . . ·m·· . . . . . .. · . - I r·, I .· . ' ) . . . -t ... . •·f_\,·. •: .... • . ''-'I . C I' I f ·,• . \-. ' Ci i Y OF CARLSBAD ~ f=:LANNl_NG COMMISSION I Case Name: 5 n \./ clue · § • de.vi, I !PiSI &. . . . --5 7ZJcco, _. ~--i-. . ~CCJl, . I • <, \). _, \) -- d'cy OF CARLS.U'f5 A d~tra~nnit . --. . ~~· . -,i., : .......... ----.- rt: 7 l-a:: :::, 0 u a:: w· :E :E 1-1 .~. Vl " 00 r-,..· n JOB NO". ~ATE ----. . ...... <( u 0\ "'C ca .c Vl r-1 t.. ca u Rl v:· I S I O N S NO.DATE DESCRIPTION ' • • • • • • GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON TH/$ SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR £NGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL 8£ 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 TH£ PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDfTIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UN17L ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UN17L THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF; (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC170N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDA170NS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIREC170N OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE .FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICA170NS AND THE " EARTHWORK SPECIF/CA 170NS " ATTACHED TO THE PRELIMINARY SOILS JNVES17GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 13. A PRECONS1RUC71DN MffllNG SHAU BE Hf/ D AT 1HE SITE PRIOR TO THE RfG/NNING Of WORK AND SHAii BE AUfNDED BY All RfPRESENIAilVfS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS Of THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND 17ME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. Al L INSPFC71DN REOI/ESTS OTHER THAN fOR PRECONSJRIJC7ION MFFT/NG 1111 L BE MADE BY CAIi ING THE fNG/NfERING 24 HQIIR INsPECilON REQUEST l /NE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPEC170N IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA170N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA 110N. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUC170N SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A RfG/STERFD ENGINFER AT THF CON1RACTORS EXPFNSF. A COPY OF THE OSHA EXCA VA 110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUC170N, OPERA TJONS WILL CEASE IMMED/A TEL Y, AND THE PERM/TT££ WILL N017FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERA TJONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL; DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUC170N EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA170NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE . CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SEC170N. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. D:\DRAWING FllES\lllLE SHEETS\GRADING lln.E SHEET.DWG REVISED:02/15/17 . 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH 7HA T SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA 170N, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 30. THE CONTRACTOR SHALL VERIFY THE LOCA 170N OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE sumctENTL y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH THE PROPOSED WORK. 31. THE CONTRACTOR SHALL NOTIFY AFFECTED U17LITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA17VE. UNDERGROUND SERVICE ALERT (DIG ALERT) SDG&E AT&T SPECTRUM CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) 'SAN 0/EGU/TO WATER DISTRICT "LEUCADIA WASTEWATER DISTRICT · *VALLECITOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT 'BUENA SAN/TAT/ON DISTRICT *AS APPROPR/A TE 32. PERMIT COMPLIANCE REQUIREMENTS: 811 (800)411-7343 (619)237-2787 (800)227-2600 (619)262-1122 (760)434-2980 (766)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 x/330 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SEC170N 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA17NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SO/LS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. . (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT STRUCTURAL BMP JNSTALLA TION CERT/FICA TE. (6) PERMITTED WALL FINAL INSPECTION REPORT. 33. UNLESS A GRADING PERMIT FOR . TH/$ PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS -CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC170N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA170NS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. . FIRM: WUNDERLIN ENGINEERING, INC. ADDRESS: -~P_,.,.O"--. ~B=OX~46~1=30=0 ________ _ CITY. STATE:~ES=C=ON=D=ID=O~CA~9=2=04~6~------- TELEPHONE:~0~6=0~) ~74=3~-=22=38~--------- B~-M=1c=HAEL~-A-w~uN=•=ER=U~N~ DATE: ______ _ R.C.E. N0.:~2=6=67~1 ____________ _ REGISTRA 170N EXP/RATION DA TE: _,,_,3/=3-'"1 /'-"2=02=0~---- SOILS ENGINEER'S CERTIFICATE I, _________________ , A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND SWDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF , 20 __ AND ________ , 20 __ . TWO --------COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMM£NDA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: G.E./P.E. NO.: ____________ _ DATE: ______________ _ LICENSE EXP/RAT/ON 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 ACTIVITY AND ADVISE ON TH£ 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 PRACTITIONER (QSP) HAS BEEN OR Wll..L BE RETAINED TO SUPERVISE IMPLEMENTA TJON OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. JAMES SNYDER SOURCE OF TOPOGRAPHY . . TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD S!Jll'lEY METHODS FROM INFORMA 110N GATHERED ON MAY 2018 BY WUNDERLIN ENGINEERING INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-050-57 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N---------~•----------. DATE ~---------.~------ EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___________ AT ______ (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUC170N ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED wt='C PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. AOD/TlONAL CONSTRUC170N BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED 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 SA17SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE · REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 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 PROTEC17VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA 170N SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 . OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDJNG SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. . b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: ·• a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. . c. HA VE ANY SPECIAL .CONDITION IDEN17FIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVEN170NAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA 170N TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 /bs. PER ACRE. OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOL/A e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. · ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBS17TUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FER17LIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING EY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADD/170N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UN17L THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. F. ALL SLOPES SHALL HA VE /RR/GA TJON INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE JS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GERMINATION OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET JS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CJTY ENGINEER OR CITY PLANNER. VICINITY MAP CITY OF OCEANSIDE HlGHWAY, -78 -\¥ \ -l .f~. -" :J-7,S"-,~ ._..:: ~.,,__ <li \ .,Is' , IV ,~• 1< .L NOT TO ./ ~~ !-,;:,~O ~ ~~ SCALE ,,} ··:·-· .!j~ CITY OF VISTA ' c/\NNO!'I (J /J ~ ~ , _,,-Q:i ~ ~ ROAn - \ >/>.I.OMAR ~ .-«\~ ~ :P -. - WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FAG/UT/ES, EROSION CONTROL FACILITIES, AND PLAN17NG OF PERMANENT LANDSCAPING AND PREPARA170N OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THJS SET OF PLANS . 4. RESOLUTION NO. NIA DA TED. ____ _ 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC170N (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY-------,-----_____ DATED _____ _ ~ ~ ':, ' I ti>-S'-'': \ ~O \ U! ~ ft,,.<-CITY OF ,,i V". ~,or,.IJ,~-\4 SAN MARCOS 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODJFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED __________ _ ill, :Y ,, ~ \ . ~ "".f~ I, Al<;-4 SKIMMERct:J ~( ,t-i :-:-)>.i;:·.:·-:-.-··~}:.::} ~SITE f PACIFIC ·:-· i:r,. cosrAi ' AVE'-.../"' 0 OCEAN \01 ~ ~ 't _g LI---.. ,,! CITY OF ENCINITAS~ INDEX OF SHEETS SHEET Tl1lE 1 TITLE SHEET 2 GRADING PlAN 3 SIDEWALK AT POINSETTIA LANE 4 TEIR 2 SWPPP -TITLE SHEET 5 TIER 2 SWPPP -EROSION CONTROL LEGAL DESCRIPTION 1781 SKIMMER COURT CARLSBAD, CA 92011 AP.N. 215-050-57 PROJECT ADDRESS 1781 SKIMMER COURT CARLSBAD, CA 92011 OWNER/DEVELOPER NAME: JAMES SNYDER ADDRESS: 10612 PROSPECT AVE. #101 SANTEE, CA 92071 PHONE NO.: (619) 562-8183 REFERENCE DRAWINGS EARTHWORK QUANTITIES CUT: 175 CY FILL: 175 CY IMPORT: 200 CY EXPORT: 200 * CY REMEDIAL: 1,200 CY * CONCRETE & DEBRIS FROM BURNED DOWN HOUSE (SLAB, FOOTING, ETC.) BENCH MARK DESCRIP170N: 2 5" DISC IN Cl IRR AT THE S.W. CORNER OF EL CAMINO LOCATION: REAL & POINSETTIA LANE. 235 FT. FROM 1HE CENTER OF fl CAMINO REAL RECORDED: CITY OF CARLSBAD CLSB-069 /POINT # · 69) ELEVA TJON: 272.456 DA TUM: NGVD 29 . 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _______ _ 10. STORM WATER POLLU170N PREVEN170N PLAN PREPARED BY N/A DATED WDID NO. NIA ----- 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY __________ DATED ___ _ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUC170N SITE BMP MANUAL. LEGEND DESCRIPTION CONCRETE DRIVEWAY CONCRETE WALKWAY (PRIVATE} CONCRETE SIDEWALK (PUBLIC) DWG.NO. G-07 & G-09 5'x1 O' RIP RAP DISSIPATOR PER 0-40, No: 2 BACKING, 1. 1' THICK OVER FILTER FABRIC EXIST. CONG. HOUSE SLAB TO BE REMOVED EXIST. DRIVEWAY PVMT. TO BE REMOVED EXIST. CONG. WALK TO BE REMOVED EXIST. REfAINING WAll TO BE REMOVED STABILIZED CONSTRUCTION ENTRANCE SILT FENCE GRAVEL BAG BERM OR CHECK DAM VEGATATIVE SWALE - SYMBOL I . . .. ·" I • • :'04 '• 4 · "". 4 ._ • I • . . · ..... ·"' I • __ ,, ' • ~ 4 • •• I · · · · · ·" I _.,.. . . ~ .. -. ~ ---0--0- ,· • • • '. -I "' . . . + .. • ... . QUANTITY 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 EA. 120 S.F. CITY OF CARLSBAD PLANNING COMMISSION Case Nam;: 5 nv d.-v-- 'Res j dence Case No.COP 201<1-00! "I Exhibit No.: F · STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORMWA TER REQUIREMENTS THAT APPLY: IZI STANDARD STORMWATER REQUIREMENTS • PRIORITY PROJECT REQUIREMENTS · TYPE DESCRIPTION OWNERSHIP TOTAL LOT AREA --_0=.9~7~A~C~RE=S~---- TOTAL DISTIJRBED AREA = 13,200 S.F. (0.3 AC.) {THIS AREA INCLUDES BUT IS NOT UM/TED TO t>FF-SJTE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUC170N WORKER FOOT TRAmC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA = 4.320 S.F. TOTAL NEW IMPERVIOUS AREA = 280 S.F. TOTAL PROPOSED IMPERVIOUS AREA = 4.600 S.F. EXEMPT FROM HYDROMODIFICATJON? IZI YES (SEE SWMP FOR DOCUMENTATION) D NO :MAINTENANCE AGREEMENT SHEET NO. .MAINTENANCE FREQUENCY "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE >----+--+------------+------l---l---+------< I SH1EET I CITY OF CARLSBAD ~5 ::=::==::=:'-'==:::E:::N:=G::IN::E::E:::R:::IN::::G::::::::DE:::P:::::A:::R::T:::M:::EN:::::T:::::::==...'.:::~==~ t---t----+-----,.-------------1~--+--+---+----1 GRADING PLANS FOR: APPROVED: . SYNDER RESIDENCE 1781 SKIMMER COURT . TITLE SHEET JASON· S. GELDERT f----f----t-7<""--------------c-t---+--+---t---1 CITY ENGINEER RCE 63912 EXPIRES 9/30/18 DATE t--~0Ac-1Ecc-l-1ccNl""Tl~AL-+'/:-l\.._ ______________ +---+---+---+----I ;::;D;:WN;;:::;B;:;Y::::=:::===;"';,:=::::=:::::::p=:R=OJ=E::::C=T::::N=O::::.=:~l;::I D=R=A:::::Wl:::N:::G:::::::N=:0.1 DAlE INITIAL DATE INITIAL CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: ~-------~ .~ .. -~-- O> ,. -0 w EXIST. ST. LIGHT EXIST. WATER METER & P .R.V. EXIST. DRIVEWAY EXIST. MAILBOX . . 4 ... ,__-· ·-= \ {'-"-.._ EXIST. CURB, GUTTER, ~ "-.._ & SIDEWALK~~-L-...__ ~ 6 EASEMENTS. IA] EXIST. EASEMENT RESERVATION FOR ROAD & IJTIUlY PURPOSES RECORDED FEBRUARY 6, 1973 AS FILE NO. 73-338122 OF OFFlCIAL RECORDS [ll] EXIST. SLOPE EASEMENT PER DOC. NO. 2000-259212, REC. 5/18/2000 1£] OMITIED [ii] EXIST. 15' WIDE DRAINAGE EASEMENT PER DOC. NO. 2000-259213, REC. 5/18/2000 II] EXIST. STREET DEDI_CATION II] EXIST. 200' WIDE SDG&E EASEMENT REC. 12/8/1953 IN BOOK 5071, PAGE 317 OF O.R. ffi] EXIST. 12' WIDE SDG&E EASEMENT PER DOC. NO. 214437, REC. 12/12/1961 [HJ EXIST. 5' WIDE EASEMENT FOR UNDERGROUND COMMUNICATION STRUCTURES PER DOC. NO. 44883, REC. 3/9/1971 \ Q] EXIST. 8' WIDE EASEMENT FOR UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS PER DOC. #4311, REC. 1/8/1971 TREE TABLE 0 DIA TYPE 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 SLIDING GLASS DOOR CONSTRUCTION NOTES: CD CONCRTE DRIVEWAY (D PORTION OF EXIST. CONG. DRIVEWAY TO BE REMOVED @ EXIST. WALL TO BE REMOVED © BURNED DOWN HOUSE SLAB & FOOTING TO BE REMOVED ffi CONC. WALK EXIST. SITE PAVEMENT TO BE REMOVED 5'x1 o· RIP RAP DISSIPATOR PER D-40, No. 2 BACKING, 1.1' THICK OVER FILTER FABRIC @ 3'x40' VEGATATIVE SWALE NOTES: FINISH GRADE WILL PROVIDE A MINIMUM OF 2% TO SWALE AWAY FROM BUILDING. CITY OF CARLSBAD PLANNING COMMISSION Case Name: s V) \ {d,JZ..,C )<e.--, ',cke,n CR \ CaseNo:CJ)P '2 Olfi'-Qni°\ L -r LJ " \ Exhibit No.: G, Date: l . , WUNDERLIN ENGINEERING, INC. P.O. BOX 461300, ESCONDIDO, CA 92046 PH. (760) 644-2944 email: wunderlin@earthlink.ne\ BY: ___ :c::-==c-,....,,.,,~c==-DATE: ___ _ MICHAEL A. WUNDERLIN, RCE 26671 CITY OF CARLSB Exibit No . ..,.G..___ "AS BUil T" RCE __ EXP. __ _ REVIEWED BY: INSPECTOR I SH2EET I CITY OF CARLSBAD l---+---l----------------t----t--1---i--. ENGINEERING DEPARTMENT t===jt===t=========================;===~===~====;==~ GRADING PLANS FOR: SYNDER RESIDENCE 1781 SKIMMER COURT DATE DATE APPROVED: JASON S. GELDERT !/2 0 10 20 ~: -----· ~--l--l--,_------------t----t----t---i--,~C~l~~rn~~GIN=EE=R=-=:-RC~E=B=39~1~2~EX~P~IR~ES~~93=0~18r=~D~A~TE~ ~7 SCALE: 1"=10' DWN BY: --PROJECT NO. II DRAWING NO., ~~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ~:l ........ -•.111~~11111111•-"~~!!!!!11,!111!!!'!!!1!!!!1!!'!'!!!' _______________________________________________________________ £E~N~~NE~E;R~OF~w~oo;Kb .. ~R~E~~~S~IO;N~DE~S~C~R~IP~Tl~O~N---~o~™~ffi~A~PP~R~ov~AL.b~an~AP~P~Ro~~~L~R~VWD~~BY~:~~~~~~~~~;;;~~~~ C, u:: D:\DRAWING FJLES\TITI.E SHEElS\GRADING 1JTLE SHEET.DWG RE\IISED:D2/15/17 PROPER1Y LINE R \ D:\DRAWING Fll.ES\TITLE SHEETS\GRADING l1TLE SHEET.DWG REVISED:02/15/17 EXIST. CURB, GUTTER, _/, & SIDEWALK EXIST. O.G. PATH J H N89' 49 '4 7'W 435.08' PROPER1Y LINE "' '---.. r-------------- ------------------------'---.. ----·-,------__ ...____ ____ L ___ -------~-~----------- ;/_ ::~~~-~t::~{;~ ), i-•· ,.,._· .. : ...... •. WUNDERLIN ENGINEERING, INC. P.O. BOX 461300, ESCONDIDO, CA 92046 PH. (760) 644-2944 email: wunderlin@earthlink.net BY: -M:-:ICccHAE=-L -:-A.-W:::U-::-N:::-DE::::R:;-:Ll;-;-N,~R:::::C:;:-E--;2:::-66;:::7;;--1 DATE: ____ _ ---i --\ I I \ I a\ ~2.' ~a' --\ 0~ \ I I I \ \ I \ _.l EXIST. A.C. PROPOSED HOUSE SEE SHEET 2 I EXIST. GARAGE TO REMAIN I -- DRAINAGE NOTE: EXIST. A.C. DRAINAGE DISCHARGING FROM THE SUBJECT PROJECT DOES NOT DICHARGE INTO AN E.SA AS AN ISOLATED FLOW. FLOWS ARE COMMINGLED EASEMENTS IA] EXIST. EASEMENT RESERVATION FOR ROAD & UTIU1Y PURPOSES RECORDED FEBRUARY 6, 1973 AS FlLE NO. 73-338122 OF OFFICIAL RECORDS [jj] EXIST. SLOPE EASEMENT PER DOC. NO. 2000-259212, REC. 5/18/2000 [!;] OMITTED [ill EXIST. 15' WIDE DRAINAGE EASEMENT PER DOC. NO. 2000-259213, REC. 5/18/2000 _ III EXIST. STREET DEDICATION [] EXIST. 200' WIDE SDG&E EASEMENT REC. 12/8/1953 IN BOOK 5071, PAGE 317 OF D.R. lli! EXIST. 12' WIDE SDG&E EASEMENT PER DOC. NO. 214437, REC. 12/12/1961 [HJ EXIST. 5' WIDE EASEMENT FOR UNDERGROUND COMMUNICATION STRUCTURES PER DOC. NO. 44883, REC. 3/9/1971 Q] EXIST. 8' WIDE EASEMENT FOR UNDERGROUND CONDUITS TOGElHER WITH THE RIGHT OF INGRESS AND EGRESS PER DOC. #4311, REC. 1/8/1971 '----. '---.. F &!7sr '----. o~R-'(.t;i '---.. 0~ PROPER1Y LINE N89'50'04"E 435.05' EXIST. WING HEADWALL (') 0 J\;JAP ! ClTY OF CARLSSADEXIST. C NC. DITCH I PLANNING COMMISSION I Case Name: Sn \./d ..ev:::: l :Re:si denc 0 • Case No. U)P 2.0l%-OO L1 Exhibit Ne.: H EXIST. ASPHALT WALK / / EXIST. CONG. DITCH CITY OF CARLSBAD ministrative Permit "AS BU I LT" RC[ __ _ EXP ____ _ REVIEWED BY: INSPECTOR DATE DATE 1--+----+----------,--r-,-r--i I SH3EET I CITY OF CARLSBAD I SH5EET.S I ENGINEERING DEPARTMENT ::,;G;;R~AD~IN;;;;G,=P~LAN~,;S=F;;;O;R:~-=========-====, 0 20 40 SCALE: 1 "=20' 1 DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL SYNDER RESIDENCE 1781 SKIMMER COURT SIDEWALK AT POINSETTIA LANE APPROVED: . JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9 30 18 DA TE OWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: "' ~ ,,_; ¼! ,,., a:, ~ o-"'"' ....__ I ,o CD TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WAIBR POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: JAMES SNYDER FROM: OWNER AT (TEL.NO.} (619) 562 8183 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL AD0/770NAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CON0/770N. . . 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. AOEQUA TE PERIMETER PROTECTION BMPs MUST BE INSTALLED 'AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY. TO PROVIDE sumCIENT PROTEC_TION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND. MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSJTE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DffiNED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NA T/ONAL WEATHER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETA T/ON EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER JS lKlI SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE JS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOT/Cf OR OTHER ENFORCEMENT ACTION. 19. All TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT JS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE 21. All CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT JS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED ANO USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED ( 40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS ANO PRIOR TO THE ONSET OF THE PRECIPJTA TION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS ANO SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS. THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA T/ON OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS". EROSION CONTROL HYDROSEEDING. PLANTING ANO /RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS ANO THE FOLLOWING: A HYDROSEEDJNG SHALL BE APPLIED TO: I ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT AR£· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE 2 AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL A T THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: D E 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE IF 0/MORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MA y BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEOING. l ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TUR£ CERT/FICA T/ON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN smAW JS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEOING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFJCIENTL Y FRIABLE 2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT JS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEOING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE !RR/GA T/ON INSTALLED AND BE STABILIZED, PLANTED ANO/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EmCJENT COVERAGE OF GRADING SLOPES (90% COVERAGE} PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MAmNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONmACTORS SHALL COORDINATE THE WORK OF THIS CONSmUCT/ON SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND 1RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. SW ------- BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Stann Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs t: --~ t: .!2 -.!2 t: "' -" "' t: --c,, " " "' t: .l2 C: (.J (.J C: .s ·E E C: ~ 6 .!2 " .5 .5 .l2 .9, " 0 ~ -"' " -::. "' "' c,, L -!1 -~ "' ::, c:' c,, -~" c,, C: " .s ·E .5, ., 0) 0) §? ~ 0 C: 0) " o-§-" C: '11 .!2 -Best Management Practice* " c,, <l;:l .s Oo a:, ~ C: ., 0 L ~ § ~-"' C: c,, ., "' ., ~ 0 " " ~ "' --o-~ --<= ~ .s <.) ti, <.) -.s E 0) "' "' ~ "' ., ::. C: " C: C: 3: iii (BMP) Description • .Q~ ., " " "' ~ ., c,, ., c,, ea C: t: c:, ::, '11 -" 0) " -" ., ~ ~ (b ~ -0 & 0 ~-E 11~ "' :,. ~j C: C: 0 c,, ~~ " E " E §? c,, "" C: e:, a:, g, c-0 0 " " " -e:, c,, C: "' E -~~ ~ " I:)'):;:. . "' 0 "' :g "" L-.g ., -" ~£ 0) >< :S-~ t1: ~ i'i 11 -::, ,g E ~ ;::::~ ~ ~-E ·-c,, % "-e c,, L C,, ~ "" e "' "' C, ~e ., 1n -"' t " ::, ·-" ·-"' " (.J -~ ~ .2 5 2 "' 0 oO " 0 0 g. ,__ .C, L '§ " ~c: "·-'R 0 se -"' 0 ~ u .g .s e Oc,, ~o --<= "' ~o 0 :.::: 6 .... t: C: t: d:Gj c'g ~ vj Uj " 6 ~ <3 V)~ -t: -0 ~d: c\:8 cl: §u "-0 -b½-8 c5l ::. ~~ oo ::x:: uJ e:, "' "'Cl. "' -"' 0:: ::. "' ::. "' u::. CASQA Designation • "' .... ,.__ 0:, 0, -.,., .... a .,., ,.__ 0:, -"' .,., .... "' <o 0:, --"' <o ,.__ a:, --"' -I I I I I I ~ ~ I ~ I ~ ~ ~ I I I I I I I I I I I I I ~ i;l i;l i;l i;l i;l ~ ~ ~ ~ "' "' "' "' i i i i i i i Construc!ion Activity :,e: :,e: :,e: :,e: X Gradinn /Sail Disturbance X V '><: >< X Trenchinn/Excavation X X . Stocko11ina Driflinn IBorina Concrete/Asohalt Sawcuttina X X Concrete Flatwork >< >< X Pavina ,...,..__ ,,,-< .,,,..._ X Conduit/Pipe Installation X )< Stucco/Mortar Work ,;x... X X >< X Waste Disnosal . >< X Staaina/Lay Down Area ,;x... Eauioment Maintenance and Fuelina X Hazardous Substance Use/Storaae >< Dewaterinq X 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 top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. - 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND {DELETE ITEMS NOT USED ON THE SITE MAP) DESCRIPTION EC-10, VELOCITY DISSIPATION SE-1, SILT FENCE SE-6, GRAVEL BAG TR-1, STABILIZED CONSTRUCTION ENTRANCE WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MATERIAL USE WM-4, SPILL PREVENTION AND CONTROL WM-5, SOLID WASTE MANAGEMENT WM-6, HAZARDOUS WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT SYMBOL I CITY 0,F CARLSBAD PU',NNING COMMiSSION i Case Name: 0n y cl Qv-1· I Re.:,i~co I Al ~..,._,u...,~----- 1 Cese cJo. i;.pp 201%-ob I~ I i-~---1 -r f /~'No .J,. Da•e l rJ-fgl ~ OWNER'S CER11F1CATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSmUCT/ON ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCT/ON RELATED POLLUTANTS; ANO (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCT/ON WORK JS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. JAMES SNYDER, OWNER DATE CITY OF OCEANSIDE PACIFIC OCEAN 78 CITY OF ENCINITAS CITY OF VISTA VICINITY MAP SHEET INDEX· SHEET 1: TITLE SHEET SHEET 2: EROSION CONTROL PLANS APN: 215-oso-51 SIIB ADDRESS: 1781 SKIMMER COURT CARLSBAD, CA 92011 AREA OF DISTURBANCE AREA OF DISTURBANCE 13,200 S.F. (0.3 AC.) (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCT/ON WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES. UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) CONSTRUC11ONTHRBAT: CONSTRUCT/ON THREAT TO STORM WATER QUALITY (CHECK BOX}: • HIGH ~ MEDIUM OWNER/APPLICANT: NAME: JAMES SNYDER ADDRESS: 10612 PROSPECT AVE. 9101 SANTEE, CA 92071 TELEPHONE NO.: (619) 562-8183 EMERGENCY CONTACT: NAME: JAMES SNYDER ADDRESS: 10612 PROSPECT AVE. #101 SANTEE, CA 92071 TELEPHONE NQ: (619) 562-8183 EC-2, PRESERVE EXISTING VEGETATION EC-4, BONDED OR STABILIZED FIBER MA TRIX !WM-1! IWM-2! !WM-41 IWM-51 IWM-61 IWM-81 IWM-91 !EC-21 !EC-41 ~------~------------l~ CITY OF CARLSBAD ISHEETSI L....1_J ENGINEERING DEPARTMENT 5 NAME OF PREPARER: MICHAEL A. WUNDERLIN QUALi FiCA llON OF PREP ARER:__,_R,..,C"".E."--"'26,__,6"-71,__ ___ _ ADDRESS: WUNDERLIN ENGINEERING, INC. P.O. BOX 461300 ESCONDIDO CA 92046 PHONE NO.: (760) 743-2238 CITY STORM WATER POILUT!ON PREVENTION PLAN (SWPPP) TIER 2 PROJECT NAME: SYNDER RESIDENCE 1781 SKIMMER COURT TITLE SHEET ~~ 26671 3/31/2020 I PROJECT ID II DRAWING NO., --SIGNATURE R.C.£./CEHT. NO. UC. EXP. DAT£ DAT£ _. _ o~L-------------------------------------------------....1--...;.......;. ___ ....;. ______ ~------------~----~ --------------··--· ------· ------·--·- g' ,:, w !Q i_t)m O-"',.,., ...___, "' a, "' \ I \ ) \ \_ \ \ Ji ----- \__ ----~ EXIST. ST. LIGHT EXIST. WATER MffiR & P.R.V. EXIST. DRIVEWAY EXIST. MAILBOX f'-"' EXIST. CURB, GUTTER, ~ "'-& SIDEWALK~---_) ~ EASEMENTS [Al EXIST. EASEMENT RESERVATION FOR ROAD & UTILITY PURPOSES RECORDED FEBRUARY 6, 1973 AS FILE NO. 73-338122 OF OFFICIAL RECORDS rn:J EXIST. SLOPE EASEMENT PER DOC. NO. 2000-259212, REC. 5/18/2000 ~ OMITTED [ljJ EXIST. 15' WIDE DRAINAGE EASEMENT PER DOC. NO. 2000-259213, REC. 5/18/2000 I];] EXIST. STREET DEDICATION [E] EXIST. 200' WIDE SDG&E EASEMENT REC. 12/8/1953 IN BOOK 5071, PAGE 317 OF O.R. IQ] EXIST. 12' WIDE SDG&E EASEMENT PER DOC. NO. 214437, REC. 12/12/1961 [BJ EXIST. 5' WIDE EASEMENT FOR UNDERGROUND COMMUNICATION STRUCTURES PER DOC. NO. 44883, REC. 3/9/1971 I 281. Q] EXIST. 8' WIDE EASEMENT FOR UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS PER DOC. #4311, REC. 1/8/1971 TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2SWPPP) / 0 10 20 SCALE: 1"=10' TREE TABLE 0 DIA . TYPE REMARKS A 18" OAK REMAINS B . BIRD OF PARADISE REMOVE C 15• PALM REMOVE D 24" OAK REMOVE E 30" EUCALYPTUS REMAINS F 40 PALM REMAINS SW / / /~ \ \ EXIST. A.C. --- CONSTRUCTION NOTES: CD CONCRTE DRIVEWAY I .---\.4 SLIDING GLASS DOOR (1) PORTION OF EXIST. CONG. DRIVEWAY TO BE REMOVED @ EXIST. WALL TO BE REMOVED © BURNED DOWN HOUSE SLAB & FOOTING TO BE REMOVED IB CONG. WALK EXIST. SITE PAVEMENT TO BE REMOVED 5'x10' RIP RAP DISSIPATOR PER D-40, No. 2 BACKING, 1.1' THICK OVER FILTER FABRIC @ 3'x40' VEGATATIVE SWALE NOTES: FINISH GRADE WILL PROVIDE A MINIMUM OF 2% TO SWALE AWAY FROM BUILDING. ------ C!TY OF CARLSBAD PLANNING COMMISSION ! Case ~~~;J; ~ 1--'-----"""'-',.._._.,,,,.,_._._,,~----- ' tcsseNo f;DP 2.0l<a-00(9 '--~-----:-c=---c--:- tExnibi!•'io•_J Date l 1-1~ l§f · istrat:ive ermit Exibit No.--~- fsHWl CITY OF CARLSBAD ISHEETSI ~-----------------------j Ll_j ENGINEERING DEPARTMENT 5 NAME OF PREPARER: MICHAEL A WUNDERLIN QUALIFICATION OF PREPARER:,---=R.=C.E='-. -"'26=67C'-1 ___ _ ADDRESS: WUNDERLIN ENGINEERING, INC. P.O. BOX 461300 ESCONDIDO, CA 92046 PHONE NO.: (760) 743-2238 CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TIER 2 PROJECT NAME: SYNDER RESIDENCE 1781 SKIMMER COURT TITLE SHEET ~~ 26671 3/31/2020 DATE I PROJECT ID II DRAWING NO.I --SIGNAJUR£ R.C.£./C£RI. NO. UC. EXP. 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