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HomeMy WebLinkAboutDWG 432-6A; PUD 88-04H; BERMAN POOL HOUSE; 01-03GRADING NOTES (IN ADDITION TO 1HE REQUIREMENTS OF CHAPTER 11.06 OF 1HE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE. 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 REVISE THESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A" AND A SIZE CA TE GORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BU/WING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BU/WING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. B. 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. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEJNG SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIEW 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. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICA110N REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER 1HE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA 110NS AND THE • EARTHWORK SPECIF/CA 110NS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECDNSTRUC11DN MFFTING SHAii Bf Hf/ D AT 1HF Sl7f PRIOR TO llif BfG/NNING Of WORK AND SHAI I RF ATTFNDFD RY Al I RfPRfSENTAll\lfS RESPONSIBLE FOR CONSTRUCTION, INSPEC110N, SUPERVISION, TES11NG AND ALL 07HFR A SPFCTS Of llif WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK ('14b-bOZ. •'2.180. ) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUC110N. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All /NSPFC110N RFOl/FSTS OllifR 7HAN FOR PRFCONS1RUC110N MffllNG mu Bf MAQF RY CAIi ING llif FNGINFFRING 24=HDIIR INSPFCDQN REDIIF5T I INF AT (.619) 438 3891 /NSPEC110N REQUFST MUST RF RFCE;l\lfQ PRIOR IO Z· oo PM ON THE DAY BEFORE THE INSPECTION 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. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LA~ AND REGULATIONS. 17. Tl-IE 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 INSTALLATION TI-IEREJN. 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 EXCAVA11DN. IF llif PLAN VARIFS FROM llif SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUC110N SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRA11VE CODE. Tl-IE PLAN SHALL BE PREPARED BY A RFGISTERED ENGINEER AT IHf CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA 110N. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLAS11NG PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUC110N, OPFRA110NS mu CEASE IMMEDIATELY AND THE PERMITTEE WILL N011FY THE CITY ENGINEER, OPERATIONS WILL NOT RESTART UN11L THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERA 110NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA110N OF TRUCKS, EARTHMOVING EQUIPMENT. CONSTRUC110N EQUIPMENT ANO ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA 110NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOL/OA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. llif CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 110N. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 11NG IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED 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. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SEC110N. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED ANO/OR HYOROSEEOEO WITHIN TEN (10) DAYS OF THE 11ME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ____ , ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA 110N PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE mTH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED l',ITH 3/4" ROCK PER SORSO S-4 TYPE "C ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXIS11NG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA 110N, IT SHALL BE REMOVED l',ITH/N TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. Tl-IE CONTRACTOR SHALL VERIFY THE LOCA 110N OF ALL EXIS11NG FACILITIES ( ABOVE GROUND ANO UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CJENTL Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA 110NS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL N011FY AFFECTEJ U11LITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR THEIR FAC/Ll11ES ANO SHALL COOROINA TE THE WORK WITH A COMPANY REPRESENTA 11VE. UNDERGROUND SERVICE ALERT SOG&E 1-800-422-4133 1!>60·4'-0·'1343 800 • 1!>"2 • 0 I Z3 _ 140·438-, '794 l (11.0)434-2980 (7/JJ/438-Z.72.Z. (7~) E,3!, -2'60 (1b0)753-0155 (11.0)744-0460 (7/;,0)753-6466 ('/"°)12',• l:!40 ~t,C, /\O~L9"1ACABLEVISION CITY OF CARLSBAO(STREETS & STORM DRAIN) "CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 'SAN 0/EGUITO WATER DISTRICT '1..EUCAOIA . WlilS.1e.' WATER DISTRICT "VALLECITOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT 'BUENA SAN/TA 110N DISTRICT *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTRO O GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {11.06.170(8)} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {11.06.190(8)} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 11NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN11NG AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WIT/-/ CITY CODE ANO 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 ANO LABORATORY TESTS. Tl-IE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WIT/-/ THE REQUIREMENTS AND RECOMMENDA 110NS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. PRl:'.'-IMINII~ c:;e.oTe,C~\c/\\-2EC.Ot',i.\E.Nt>A"i\Ot-lS 36. THE SOILS REPORT 11TLED l'OOL-t\00:')'<. If pc,o1,, ~0<)1-Pllse:o ,1'JEL.Llill<l ::J:N. 10;-71f>'-G PREPARED BY~~'--'-'"'--~=~~~~~~=~~~~~-, DATED .:ruwe. "" , ·200!0, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE W/1H . THE RECOMMENOA 110NS ANO SPECIF/CA 110NS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR T/-1/S PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC110N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT W/1H CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIF/CATIONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBIL/11ES FOR PROJECT DESIGN. FIRM: \~ se.i,... i,2. \GW'i COl<\PP.1-1'/ ADDRESS: 4?.'2:z, SEA 1'.ltl <o 1-\i PL.l>.c.l::: CITY, STATE: CARI-'$ B.AO I cA ~ioo~ TELEPHONE: 1 lo 0-'120-00~'6 BY: B,ot?.1=.~ C>. 'Sl.l'l<:.\J~ (NAME OF ENGINEER) R.C.E. NO.: '2. 'o~0'2, . DATE: c..114\os REGISTRA 110N EXP/RA 110N DA TE: ~3~1=3~) J~O='-~---- SOILS ENGINEER'S CERTIFICATE BY THE OF MY /, D.11-J.) JIIA-rf( {crv) ' A REGISTERED CIVIL ENGINEER OF 1HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS MECHANIC$, HEREBY CERTIFY 1HA T A SAMPLING AND STUDY OF 1HE SOIL CONDITIONS PREVALENT W/1HIN 1HIS SITE WAS MADE BY ME OR UNDER MY DIREC110N BETWEEN 1HE DA TES OF 'J'UIIJS" I i I* ' Ht z cos-AND -........19 . TWO COPIES OFE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 1H£ OFFICE OF THE CITY ENGINEER. DATE: LICENSE EXP/RA 110N DA TE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY 1HA T A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN 0,9 WILL BE RETAINED TO SUPERVISE OvER-ALL GRADING ACTIVITY P"tJ.L...i:c"''-"<1SE ON THE COMPACTION AND ST/18/UTY OF 7HIS i1Y 261t· ---. 'I (, I 05 DATE VICINITY CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP C~TY OF ENCINITAS SOURCE OF TOPOGRAPHY CITY OF VISTA ~o{) CITY OF '""-----'\uSAN MARCOS 51TE: GRAPHY SHOWN ON THESE PLANS WAS GENERATED RY E\l;LO T0/;10 10!'0 METHODS FROM JNFORMA TION GA THEREO ON AQmUS'l 3:» ' EARTHWORK 9UANTITIES .· 2.0()l\ TOPO ACCU BY WAL."1'£!.::i, LAN!:!~, ~<:111:112 GRAPHY SHOWN HEREON CONFORMS RACY STANDARDS. JECT LOCATION TO NATIONAL MAP PRO T/-1/S PROJECT IS LOCATED WITHIN Z.55-3\Z..-\'.1 ASSESSORS PARCEL NUMBER(S) THE N_ CALIFORNIA COOROINA TE CH MARK INDEX E OF THIS PROJECT IS: . BEN DESCR LOCA IP110N: :S'flllD C:.9Ut-l1'Y t"I \0 cE.NiE.'RLIN'E l-\<11-!ull\E.1,r, TION: E.LCANIIKO i6AL.•0LN1!:NI\A.1N ROA" ... coum~ 01"-S,l). ~i;: IE: -K.~ • ~ 1-t p· IIJ,.\, RDED: REGO ELEVA ovtt1\.. -1~8B 110N: 1'2·1/IP DATUM· llSC:.':.. l")SL ( C:A\.. C()Oll) \q"--ll,l,5i,(N"'I) 8~ ~E:E: S',\i S ar-1 -Dl\ll)Q, t<O 3L"J -3G • CITY 01=-C ... RL l!,#\0) o L-l\J e. N \-\ A 11'-l MUNICIPAL WATER DISTRICT ~-~ q,z.o~ DATE CUT: 'Z,,'if'J CY FILL: 27 CY IMPORT: CY EXPORT: 2-bZ, CY REMEDIAL: CY /t\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF 1HE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACIL/11ES, ANO PLANTING OF PERMANENT LANDSCAPIWG ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIF/CA 110NS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE 11ME or CONSTRUC110N, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLU110N NO. l\l. A· DA TED ____ _ 5. THE STANDARD SPECIFICA110NS FOR PUBLIC WORKS CONSTRUC110N (GREEN BOOK). · 6. SOILS REPORT AND RECOMMENOA 110NS BY Cit ::JOl,N().10-,78b-GnATEO ;:ruNE l:'\,l005 -~~------- 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NA 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ---'-N"')_P..-'------ LEGEND DESCRIPTION DWG.NO. .SYMBOL QUANTITY 4'' P\IC DRAIN Ill\>€. 1'211 X l?." O!IAli-1 iO~es ~CR~ Sl)lll.U,. Sctl.40 olt 'Sllll?.5 B'i t-1. ti.-S. Olt EQU P\L 111'w" 3"lll' )<"",~. <\(oO I.-~. I<\ EA,. f,'?, L.f. I?,\ LL ~ ~E.LL'E.'/ £,ERl'<'\AN • 11{\)SiE.E.S 01' iW~ ~R.l-1\Al-l FAN\ 1 L'J ,~US'T AGREE.t'\E,1-)1 Dl\'>'El:> ::roNIES \lo, 200'\ PR e PA RED foR: BILL , l<E.LLE.'i Bl::'.tMAN 804Z-flASt.0 AVE. LL ANO CARLS13A\J, cA '?Z008 7bO· ,;,,32,-2-Z63 SOIL. S E:tlG 11-\E.Ef.'. -n--\c: S!oA l!.R\Gl·\""1 CDMl'AN'j "\'.!,'2Z. S6A BR lG\-\'1 ?LAG~ e,.I\RLs~AP, cA q-z.0O8 ?\\ \ ~ P..)( 1 bl>-TZ.C-00'3 6 ?>'i'· EM©-~ Rose~ 1 c. SU\(ll'P Re£ 2.'6302. c'T~ 1£14 l MOITTll:.L \(OAD-SU\11=. \\5 E ~~ o roa • cA. <:,z 02 <,, '7/oD-'l"lb-<:'.\0)55 'l.55--'2,\2 -\'1 LOi lO'l~ 0~ CAJ{L:sl'!iAD TRACT Ii(). 86-03-.3, IN 11\E. Clii 01" CA1tl...5 MO, C.OUAJli 01" .:sAH PlE.GO,l'Eo~ MAP-# \3"3"1,i:ll.l;l) '3116\~ UJA.L'ie.~S I.AND SUR\JE'il NG toO"-C/\SS\ DY STRE.lii -5Ui1E. ~ C,Ct:::,At\Sj0€, CA lJioS<'f 'lhO-7Z.l.-\?..0O P~NING1 DEPARTMENT APPROVAL 11 AS BUIL T11 RaW"" e>. ~ e,)11joi. 21,o,~ DArr.rl /8 /as-(SIGNBD DO~ ~t.U -ASS\STAliTPLANNING DIRECTOR RCE 233D2. E~~ DATE 6-::::=,. ?9': ?z. DATF.:7' /8 jo> REVIE\JED BY, , (SIGNBD) RBCOIIIIENDED BY: &~~II-F,j /4 !/..-✓:::;.;;:: 11/z//ot /7 ' IIAIII!) INSPECTOR DATE - I srET I CITY OF CARLSBAD I S3ETS I ENGINEERING DEPARTMENT GR.AOING AND E.ROS\ON COt-ll''ROL l'l.ANS ~ 12£1<.. l'J\A\.I ,'00\.., \--\OU 5 ~ 8042. \ll\~c.D A\JE.l-L~N 0 APPROVED \,L0'1P S. l\<>~1:!S tJY A.c,.¼~4'~~ CITY ENGINE-PE ~ EXPIRES IZ)31\6S ~/.7 z/4s DATE DWN BY: ¥,._c:,;J PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: .. · f'UD 5E>-D<'.\ (r\) 4 ?.>z.-t,,A OTHER APPROVAL CITY APPROVAL RVWD BY:~;, / . . ' --r Z 10 DRAWING SCALE C: \Dw:.12\a.sB-GP.DWG 12/12/9+ i& ~'<,..,:iJ / \ ~ \ f ~ , ?•JP. J. 4" o'IE.IL~ol.).) ~ "' "' "', .• / ,, 4" ,a,~.\\\t-\G "' ; ,••·1~511>,\..'--?, '>< ''E.~ON "' 2? -n,cO. n'G,'Tf» \L... I'\ 4,JPJP y~ l.l ';.;,.;:# . "; ~. "!, E,~~ ~ 'v~\ 20 . E.'/' \S\ . :!, " \"II c.. C.O~NE.c, 'TO E.'1-\Si.• o"l<'\N e:l-10 o\'-G.\J»11ii: 5uJr.1...I! L "" I / . .. ,\;ctt60L 51..\D~ ' co~cRE.'iE. %iA\RS u? 'SLOl'E. TO SLID'i:- ts)~: ALL-E.)(\S"fJNG. WAI...LS, FL11(fOJOR.\<., E.iC., 1N RE.AR YAR.tJ TC SE. R.E<r,,\O'/ED NPS PO? \lf' . R)~ POS:) I GI.If, o-11:.R. 'Fl.I»,/ t,le,.::, .it" l'IIG -4 "i<411 'X. 4" ·1 •· '2>"x4'' 'o\J5f\\l-lG> ~ c\Js~i::-Lol.0 De.1A.\L 8 E:.1-lCI-\ Mibi'R 'K. OE.SCR\!'1\01,1: S'rt-10 COIJl-li~ M 10 CQ)"iEStl...\1-l'e. t,\0~01<\\:.IJT I.OC"-"<101.1: fl... CA1"\INO Y,EII\I.. j 01..Wtuil\/\lN f,0"-0 -CClullTf o~ :S,0. \W!•Cl'-1<\llli:K l!OoK-l'<olb.4 ·. '(,1-t"IZ. \"4'T. REtORD61l: >,Pill\.. -\0/lli El.:!NA"TIO~: 1'!1. 'II lo . OATlll'I: US<> s ( l'\ SL DATE iNITIAL c..\l.. C.OOlll::, \~b-'-Z.S'Z. AAD ro) l 5€.€ ~\\, S <II" '1 -PR~t::. l->D· 3Z'3-3G,, Ct1':1 Or CAR.1.,51!,"'o) ENGINEER OF WORK ' ! --zzo- ..--Z.\6- /1\ •.- REVISION DESCRIPTION DATE c; ,; :;:::,,;:~ TOP OF t,\JN0£. SLOPE. ]<E:<.RA 1:le iO /,C.C.01'11"\0DA"ft. 01.>C. lll.UAl...e 1 _::ANDSCAPING QYP.) -- 1&" WtDI:. COIIC S WAL'I?: -zz.o - --2.10 - $E.C'T\ON A-A 1' • ,o' \-\ ~\I INITIAL DATE POOL PE:-RM\T ~ Cl:,0502.52, RE.T/\\t-llNG \>.lAU.. ?E..RM\'Y: c"B O<oOOd\6 'POOL-\-\0\)'5E. ?E.R.M\', ·. Cl:, 0"\"453':) 11 AS BUIL T11 RM}(ij: 0. hl•~. &/ II Jo<, RCE 2630'2.. EXP. 313\l~S DATE REVIEWED BY• ---11/z1/<:1, 7~ r..,,,, -~ INSPECTOR r-DATE I SzET I CITY OF CARLSBAD I SH3TS I ENGINEERING DEPARTMENT GRADING ANO E.\GDSION CONi'R.O{... 17{...AJ-\5 FOR ~RMAl-l V OOL-\-\OU5E:. 804-Z. ?ASE.0 A\Jl::t...t,.,\1-\0 APPROVED {...l..O'1 I-' ~-\-\U!!,lbS dy' ~-~✓ ~~ 2b;0,~ CITY ENGINEER "'PE z.~~~S lZ\31 Jo'S' ot,., TE -- OWN BY: K, , ·• DRAWING NO. INITIAL CHKD BY: OnlER APPROVAL CITY APPROVAL RVWD BY: ne\\- PROJECT N( j PUP sei-o.q r\ 432-<oA EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT G\;;ORG.G. WA,E.\l.S AT 2. 3. (PHONE NUMBER/ 1&.0-143-O110 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. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 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. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS 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 GRADING 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 PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5/ DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%/. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. II. 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, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROS I ON CONTROL PLANT I NG AND I RR I GA Tl ON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING, A. HYDROSEEDING SHALL BE APPLIED TO, I. ALL SLOPES THAT ARE GRADED 6, I (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 EX I ST, 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. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, c. D. E. I. ALL SLOPES THAT ARE GRADED 6, I OR STEEPER AND THAT ARE, a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /00% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /00% COVERAGE. 2. AREAS SLOPED LESS THAN 6, I SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING, I. 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 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW/ f. l/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 INOCULATED 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 AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. }. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW/ MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3.' FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY, I. ROUGHEN I NG THE SURFACE TO BE PLANTED BY ANY OR A COMB I NAT I ON OF, a. TRACK WALKING SLOPES STEEPER THAN 6, I b. HARROW I NG AREAS 6, I OR FLATTER THAT ARE SUFFICIENTLY FR I ABLE. 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 ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. C:\DWGl2\CLSB~EP.DWG 12/12/94 PUBLIC R/GHT- OF-WAY 50'M/N. I PROF I LE EX I ST I NG GROUND _L l4'M/N. PLAN PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 2 RE-BARS,STEEL PICKETS,OR 2"X 2" STAKES I 1/2' TO 2' IN GROUND ANCHORING DETAIL • DRAINAGE AREA LESS THAN I ACRE STRAW BALE DIKE I . SET POSTS AND EX CAVA TE A 4 BY 4 IN (IO BY IO CM/ TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. / 2. STAPLE WIRE FENCING TO THE POSTS. 4/N(IOCM/ 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC 91) '-"'=-'-----,-,=- 'I I ' -111;;;111 SILT FENCE FILL $LOPE 9 IN. ...... MIN. 2 FT EARTHEN RI OGE II I™ I I ,111,_l_lll I l''T I UNLINED SWALE & BERM WIRE SCREEN FIL TE RED WATER GRAVEL Ff L TER --..... --- DROP INLET WITH GRATE • SEDIMENT CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WI TH GRATE COMPACTED SO IL TO PREVENT PIPING 2X6 STRUT($/ RUNOFF WATER WI TH SEO IMENT STAKED STRAW BALE • 2X6 STRUT( SI FIL TE RED WATER STRAW BALES STAKED WI TH TWO STAKES PER BALE END ANO SIDE OVERLAP AT CORNERS FLOW 2X6 STRUT/SI REQUIRED WHEN NOTED ON PLANS HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M/ MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 0 0 0 0 4"-6" LOGS ct 'I\ --- LOG CHECK DAM 24" 18" I . - A POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) (AI LoOISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CHECK DAM s,1111.e: et\D';> Ol' "11,btj\£ 8111.1\\.U ,c UJ~DDuc Q r 24 IN ( 6 I CM/ j I IN (61 CM/ I !~ 'l< I\I" ()JO Ob s,111<e: LEGEND DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LINED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP QUANTITY \OD SA. ·zo L-F. SYMBOL ----- -►•■--·• --sw·-- 11 AS BUILT" crt-tl ®. s/11l01:, RCF2zl3◊2. EXP, 3 31 OS DATE REVIE\./ED BY, INSPECTOR "7e: ;:-;:,, ·4t9 111-up,~ DATE 1-----+--+------------+----+--+---t----t I S~ET I CITY OF CARLSBAD rSHEETSJ3 :J ENGINEERING DEPARTMENT Ll_j :==:,::::::==~~====:::::::;===:::::.:::=:::::; GRAPII-IG At-ID E.ROS\01-l COJ..ITRO\... ?LA\-.\5 FOK DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CflY APPROVAL %ERl"\/\N f'OOL \-\6llSE'. eo4i \JASE:0 A\Jt?:.LLANO DWN BY: · ' PROJECT NO. CHKD BY: RVWD BY: --.v"'t\1....--PUD ~8-0L\ ( \-\) DRAWING NO. 43 2.-1oA i 11405 ~ G') ~ w N I en ]>