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Home My WebLink AboutDWG 424-8A; CDP 04-52; Gorszwick Residence; 01-03GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE 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 IS 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 CONS/RUCTION. ALL PLAN REVISIONS SHALL BE PROMPTl Y 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 PERM/ T ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS 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 8£ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO 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 ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING 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 CONS/RUCTION. 12. WHERE IRENCHES 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, 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 T.HE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OU Tl/NED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSIRUCTED IN ACCORDANCE WITH THE Cf TY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MFFDNG SHAii Bf HFID AT IHE SIT[ PRIOR TO TH£ RFGJNNING OF WORK AND SHAii BE AT/fNDW RY Al I f?£PRES£NTATIVFS RESPONSIBLE FOR CONS/RUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS Of TH[ WORK, THE CONIRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK ( 438-1161 ext.4323) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONS/RUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSP£CDON REQUESTS OTHER THAN WR PRFCONSTRUCTION MFFTING f\11/ BF MADF BY CAIi ING llif FNGJN[FRING 24 HOUR INSPECTION R£0UEST I INF AT C619) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DA y BEFORE THE INSPECTION rs NEEDED. INSPECTIONS 1-11LL BE MAD[ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCH£DUL£D 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, LAWS AND REGULATIONS. 17. THE CONIRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOl-l1NG 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 IRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL IRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VAIJON, IF 1HF PLAN VARIFS FROM TTjf SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONS/RUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED FNGINITR AT WE CONTRACTORS [Xl'£l!I.SL A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTfD TO THE INSPECTOR PRIOR TO EXCA VA TION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL fN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RfSOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS REC£1\IED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTTJRE OR OPERATION OF /RUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED 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 OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF_ SIT£ 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 MA TERfAL SHALL BE OBTAINED FROM, AND WASTE MA TERI AL SHALL BE DEPOSITED AT, A SITE APPROVED BY T.HE CITY ENGINEER. TH[ CONIRACTOR SHAl L BF RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG WF HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY 1-11 THIN THE AREA TO BE GRADED. NO /REES ARE TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON TH[ PLAN. 24. ALL AREAS SHALL BE GRADED TD DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY £NG/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE /RIMMED TO A FINISH GRAD£ TO PRODUCE A UNIFORM SURF ACE AND CROSS SECTION. THE SI TE SHALL 8[ LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYOROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHfD 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. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONIRACTORS SHALL COORDfNA TE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE cANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTfl.lZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 1-11TH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, 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. 32. THE CONIRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTl Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS AR£ IN CONFLICT WITH THE PROPOSED WORK. 33. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA TT\/£. UNDERGROUND SERVICE ALERT SDG&E ,S~C, (TELE P\~o\-le) ADli-~P\\ I ACABLEVISION 1-800-422-4133 (1r.t>)438-6200 (71o0)489-J441 (11o0)438-5241 (11.0)434-2980 (1~0)438-3367 (%6)753-1145 (?loO) 753-0155 (71.,1J)744-0460 (7lo0)753-6466 (11o0)565-5657 CITY OF CARLSBAD(STREETS & STORM DRAIN) "CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 'SAN 0/EGU/TO WATER 0/SIRfCT 'LEUCADIA COUNTY WATER 0/SIRICT *VALLECITOS WATER DISIRICT 'OLI\IENHAIN WATER DISIRICT 'BUENA SAN/TA TION DISTRICT *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONIROL 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 TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP£ 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. (J) 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. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER Tl-IA T THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND R[COMMENDA TIONS 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. GEO~C~N\CA\., \!N<eS'T\G""tlDN -PRCPOS\Sl) 'I..E"TA\>.\>lC:. 35. THE SOILS REPORT TITLED 'tl~~l..)B"-""-YA\l.ll f\\.l., ;'\t31 cus~R~leW ):ill. ?Ro:J'\li 4~f,&-I PREPARED BY \-le1f\6cR\t-lG.1O ENG· 11-tc DATED NO\IEJ'IJ'a!S"-\\ , ZDQ'i, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR T.HIS PROJECT, THAT f HA VE EXERCISED RESPONSIBLE CHARGE OVER TT-If DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND T.HA T THE 0£SIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS ANO SPECfFICATTONS Cl TY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ,~ ~SA BR I Gf-\ 1 COM PAH)' ADDRESS: 4~'2Z 5E,f>., J?~l<c.1-\'1 Pt..A,cE: CITY, STA TE: C 612. l <,:, '2>AD • GA 9 2 005 TELEPHONE:_1.,_(.,,c_0"--_,'1c.,'2,:.:,0<..-_0=0....:°-'__,B~------ BY THE OF MY 8Y: ROlo~R."'f O· ~Uk \..lP DA TE: __c,:I o_._,\ z:..cz,..( O'.lc___-__ __ (NAM£ OF ENGINEER) R.C.E. NO.: 2'o 30-Z, REGISTRA TION EXP/RATION DA TE: ~?iw.l-"'3.,_I \._,o'--'&,"------ SOILS ENGINEER'S CERTIFICATE /, ::SA_S0!-1 <..EL~~, , A R£GfSTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl/£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WIT/-1/N THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWETN THE DA TFS OF sE.1"TE10,'B5R. , W04 AND NCl'leMBE.R. _,_ZOD4 . TWO COPIES OF THE SOILS REPORT COMPILED FROM T/lfS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF TH£ CITY ENGINEER. SIGNED: P.E. NO.: '3"-SOt-.l GE..Lpe.rlT (,sE.E. Ag()\/Ei,) ~C-=-"~~ )Z, oA TE, __,1"-'1 (""2,..!..JJl-"'o-=-5" _______ _ LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGIST.ERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON TH[ COMPACTION AND STABILITY OF THIS SITE. NAME E.R\C.K :;r. GOKS~W\C.I<. G\<A\/IT'r' WALL NOTE.S I. Tl-\\$ P/<03"bCT sf,\A.L.1., COMP!.-)' 1/J rn, -n,'E. 2001 E.D11\0tl. oi: 7'1-\~ cAt...lFORNIA ?.,UILD\NC. COPE, (TJTi.,E. 24). W!-\ICr\ Ao0f'--r'5 11-\E l"l"l7 U~C- 2-R.E-QUl/\e.D Sf'E.C\AL iNSf'E.Cii0N'3 o..) UNt, Olt'\E1"SION.S b) UH 1, CCWI PL..\ANCE l.lJ1,l\ Ul!JC, STANPA~I) 2.\-.1\, 11'\CLUDJNC,, COl<\PRE.55\\le'. $1~~N<?,n-\ ANP .l>-lA,E.11.. A1?>50Rl'l'\ON AS DE.Stltl-P,e.o II-\ :S"ccc-qol--l 2.'2.. \ 01' \CCt:-."S 1..eGl"'C'/ lVcV0\1..'T i\, \S.R-5515 (4\1\0'!>') C) \CO\JN DA110N. l'Rl:.PARP-,1(:JN d.1 Otsn l'L..ACf}I\ENT, INCLUDING AL\Gi-HI\ENT Al--ll) INCL.\N./.,110'1-.I e:, GE,.05~1'),~i;,IC. R1:.IN1'CRC:e:'.\l\c.l,rT. l>.l--lD PLACE-ME.NT IJ.)ITh RE.Si'E.C1 'TO Gi..&\/,1\,\()\4 Al-lD C>R.\1:.N't A-no\4. f.) IN Sil>ll-l.. l>si\D¼ DI" VOS\-D\J1Z"-S'/S1E.l'I\ C..ON\VDllE.t-.\iS, l>J\-\Sl-l l.lSl:.D ~) -e.>,.ct<s1u., ?LI\C.E.!'l\cl..:lT ANO C0"'1f'I\CT10'- 3. 71\E G.Ri>Nli"I WP.LL fOR"T\-1'6 A'ecl'JE. 1--1O,c'S IS i\-lE. \/cRP\l'i<I\ l.,JA)..L '5'/Slt:1"\ I:,'/ SO\\.. 1<.lcc11;.N1101-< ?i<.OD\lC.iS,JNC.. 2so1 'S1/'11E. -s,Rc.l,:i, CAR\..-:S\,l'sl:J, c;,,., ")'20D'i', 4 1'1\1011... 10 'W,E. CDi.1R/>.C,OR 1<i=Gl,1.JE.S11"'1G A ~l>\l..tll~G l)E.l'"-Ri\-t\St--l1 l\-1:S'i'E.C.1\0~ ,I-IE 6DI\..S E.">GINl':.ER S\l.P,\..L f>,D'-1-\SE. ii-II=. WllP\1--lCo o,:'l"\C\IS,L II-\ U-lRl"TJNG, 1\11\1: "' , HE. l'Ollt-P/>-1\0N S )(LJ-'/" TIO N 5 , 11-\~ SOil. S 1:;J'.? AN s \ '-JE. CI-IP\RAC ,E. RI 'S "TICS AN Cl 'o'cA.RING C.A1''"-C:11'J C0N1'-ORM iC il¾IS '501\..'5 Rc.l'CICT. 5-SOIL C.LASS\l"\CA,\01'\ 0 S}/\ ~ $\L.i"/ 5.C,N\"J ,;,, BE-1'\P-.IN~ Cl>.l"AC 11'/ 0 '2.000 ?S.I" H£n-1 r e.,rJt. 1of./ £AJr.., 1,;r;., '-e._,µt;, ,;;: ~c. , ANO 1-' PP£~e c ·ro 8£ /IJ G,f.1.J££AL c,.cw/!Dt.,-,, 11''( w,rH ,HF f!_f.COfY\fVI£ µ D/:irlor,.) JN ou,e. I!. i;.Pote.T u '& MA .r::r ,.tJ Re PU.stAIT A1'io,J {)it(f,i) Ot:.7~•60-lb I Z.DIJ"\ AS 1o A cc.Uf.AG '-r I) F [)1M£,VS. 1o,JS I 1'1E/I.Sur£ ~ Iii<..!1£, ?,11,r,r,1.1(,-~(!0-;/S,, n!ll Aµf-' /'oil f"'toiJ oF -rHE 0£5 l~N. /" ! J,j :) .. l ~ )' /,.;',,' c_,v,1.. eut,111Ji.E.t.. pr.'£ µo ... 6 3 '11 1. lJA1'$-_·:12,~ 1os , VICINITY CITY OF OCEANSIDE HIGHWAY, "18 -l MAP $\Tl=. NOT TO SCALE L\ - CITY OF ENCINITAS '-,........JrL...J SOURCE OF TOPOGRAPHY fQPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEn RY FIE.\.!L IQ!'.Q_ MET/JOOS FROM INFORMATION GATHERED ON OCT0i;l;R , zoo<'.\ BY jsOl',ER:1 Slll~LIP $ ll'5F 01' Cl]'/ TOH> TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) t.01 -oe,5-01 BENCH MARK DESCRIPTION: CJ,')' Or C.A1<.LS13AD TO:PO LOCATION: N.W-CORNE.'e o,: f'llO!'ISR. TY RECORDED:_~--,=--------------- I------ EARTHWORK QUANTITIES cui o cY FILL: 4 IC CY IMPORT: :'l I 7 CY EXPORT: __ _,r,.,__ CY REMEDIAL: 0 CY WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS. REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. T.HE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONS/RUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS A?PRO'iLl> I I 4. RESOLUTION NO. 1,c,,a.,e DATED lo 17 OS 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS/RUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY 1:\E.'.J\:IERJl:\GJO\l l'-l'\Glt,IE-E;l?\NG il-\C. ____ DATED 10\10 1104 • 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COA,S)i'1L COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED • · · 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED _=..,N·"-...L...· ----~ LEGEND DESCRIPTION DWG.NO. i::ARl'l-1 R1::7'AiN ING 'NAU.. 1/GROllR/.. "1.1\..CC\: 11.''112' A.RE.A oRAIN (e.'/ i'-1 t>s oJi?. Ji..GIUAL-) -4'1 P\\C. til!.AIN PIPE: (<;c;H.40) 1:,11 COl3G\..l:.S CJ-11:'.t lo" GRA\/~l., SYMBOL j j j j j jjj PREf'ARE-D fo\2,·. SR\CK :r. ~SlW\C\( 4 z:~ '1 CLE.AR \J I E.I).) DI< I \IE. CAR.L~BAD, CA. ~2.co6 QUANTITY \1\65 s.f. '1 €A io t..f. ID, I C.'J. '50\ l 'i:; 6}\SIN ~EP. '. J..\E.i\-\E.Ri\--lG10N E.1--\G\ t.\EE.RiNCo ING 5205 /\'iSt-1\PA el{CINA'S --;;01,E.A cAR\..s ~AP, CA "J2oo6 'I loO-°i3\-\~I1 ,b,,?N: Z01-OSS-01 -DO L£.GAL'. LCfl ':,'(i Of CARL5e/>.Il \-1\G\;l..ANDS 1'\0.2., IN 11\t. err'/ Of Ct\li:LS BAD i 1'~R MA.'111\-2BZ5 R!:CO'ictlc. b Ole.Cc M \oi:.li'.. 6. I "l 51 ~~lPARTMENTDA!~:;;;1 '6icm», 11 AS BLIL T 11 /lSSIST.><t,vT PLANNING DIRECTOR ~f~ /, R(T __ _ EXF'._ DATE REVIE'wED BY, (SIGNED) RECOIIMENDED BY:. b-/e~="=,,-"~/=✓=-~r,_·sa_/4_,"-_ (PRINT NAME) INSPECT DR DATE SHE[TS __ ,______j_·· · _ _, I SH,EET \ CITY OF CARLS BAD ENGIHEERIHG DCrARTMENT 3 __ ~=::::"::====~=:-::====~=-=-= GRADING Al-10 E.ROS\01'< C.Ol-l'TROL, 'f'(..At,tS FO\c GO'K. 'S "l.WIC'K R.f..S\ DENCE: ELEVATION: Z.Z\.00 DATIJM: ____ _ 1----1----+--·-··--·--------------l----+---+----1-----1 "\2.3'1 C-1.EP-.1(.'f\E-UJ DR\\IE: ,-----------,--,----,-:--::=-:--::-,--,:----:--:::------i----4---t-----------------· .. -~ -·-·· ·--+----+---' APPROV[D Gi-.1':.t-l~ >· PRU 11'\ 17, CARLSBAD MUNICIPAL WATER DISTRICT 1----+--+--------....... -------+---+---+--+----! -~ & et.,,,C,_;,a i,,r'~ f <),_2 ]/o i 'RO£>e.ll.T :J wo.::rc.1k LJAH:. ·· ·· -- PE.PuTY <,IT'/ &.NGINH:.~ -RCE: 331,,q,a e:~P. l'il:Jo\01.. DATE lNITl.1\L ENGINEER OF WORK Rf VISION DESCRIPTION CITY U~Gl~R PE-~XPIRES ")130107 DATE OWN BY: @.,\>,S · DATE INITIAL DATE 'NITlAL CHKO BY: If~} OTHER APPROVAL CITY APPROVAL RVWD BY: 1 PROJEC' NO. DRAWING NO. CtiP-O4-02-"12<1-BA --------L__ ___ _, 1? /1? /QA • RO(!~. C'..oRIJl:ll J>f;1X51 (.?21.0 ' ' ' ' I ,_ ;I ' .. _I / J J 5b :,0 (z~o) I I , I I (z.32) I I ----,,_ -_/ I I I , I r I 0 E.'l..tSTING, ~ -\- \ ' ' \ \ I I \ -, -10-.-00-, ---------, ,----------------' ··...::.· :._--=---- (ize) UJ I I t ve:J' / NO CO!-lc. C:cJR~ ~ I / I ao' rr◄---~1 ~---,..1 I l I \ LE\JISL 'BACKFILL ~::~~I'\:: <,{,1 dosYIJT~<'.11G -- I I I I I t D -1..Z4-~ 0 -220- -Zlb- iOi Al- wpµ H<a\Gl'("f io 40 -224 - -2.2.0- \ '-------- SE.CT ION A-A - N C>11.."t\-\ w f>,LL ( l-OO\l I~ G ~O\J11-\J \ ,, = $)' 1-\ 1", S\J -t-, -- - -210 - -224- '~"tl1. WAU..', GRIDS~ 2.18 2.1,.5 '2.-Z-i t zz-z:.5 .,UW , / uffE.~ IJJAL-l.: GRID~ 221 ~ 2ZZ-S SOUi\l, \JJC;LL 1'' ~ 10' t-\ 1" = f,' '{ ( I..DOKII..IG> NOR1 \-'i) f.WOS~l) et-111iiiO!ll~~i NUM~ LEt-\G'Tt\ WALL DE:P\\li o1r=-OJ:. \IE.I ~I\, P061· ?UV. ~OSI· $\)'ll\ (J\~EI.S LJ>i'ie.~ II AS BUlL I// -211.- ( UPPER, WJC\L.L.. ,-224 TW ............................. -.. --............ ', ........... ' ....... -.. -. -.......... ' ...... -...... --........... __ ;,;_ ...... " .... , ....................... ---......................... ' ............ , ....... --. 4 i..:::1...l\'--=s::..'--1-=3'--'·_'1__'.__1 --1-_,_1'_---1-...:2.'=-3.5' RCE __ _ EXP. ___ _ DATE WE.Sl' WALL 1" = 10' \-\ \" = 5 \/ (Look ING E.f..'5"i J ,-c.R.10 ~ Zll e> ~ UPpt?Jl, WAU... -zzo - -210 - CARLSBAD MUNICIPAL WA.TER DISTRICT (,,-,.,..,', S'-!d 4' • s' l~ _ __,_~3"--_.,__4.,__-"'"5_1 ___, . ,, 'NALL tE.1N'i=0R_C.ISMl'-N1 C.1-\P.,R, REV!Ew'ED BY, Jl,JSPECTOR DATE f---+----+-------------_· --1---1-----1---'----I [sHffi7. CITY OF CARLS BAD I S~ETS I L_2._j. ENGrnEERING DEPARTMDH ✓ I----+---+------------... ------+---t-----+---+------1 ------+--+-----------------1---1----1----+-__j GRADING AN-P E.R.OSI0N CON,RoL f'L ANS. J:.OR GOR Se IJJ \Ci( RS S \ti~~ GE l\2-3'1 c.LEAF-'\J\E.\J.) \)'Kl\/1:: -···-·-----+--+----+----+-----1 ~===============:============ --+---+----------------+--+---1----l--___j A~ROVED GLE. !,l N i-t'~\J\1"'! "!) '/' 1----1---+---------------+----1---1---1---...j fr.. ~ . d'. . .., -j IQ~:sjd ·-··-__ _ ~C~I T~Y;=;EN;G:::,l::;N ~EE;:,~:::;::::::P~E::::5:::\:::-Z '1"~4,,=::EX::P::I R::::E::::S::::"):::.'::]'30:=)~ \0=1_7~D'!:_A::::T:::E == . ·-------l----1--+--+----I DWN BY: R.C,.e;. PROJECT ~10. DATE INITIAL DATE INITIAL CHKD BY: p-7 0 RYWD By·. ,--. _ C\) f-l -<\ -5 2. OTHER APPROVAL CITY APPROVAL REVISIOr,J DESCRIPTION DRAWING NO. 424-eA I'-.) 0 -h (,.) EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK /S REQUIRED,CONTACT ~)Cl( GbRSi""'-1\C\( AT (PHONE NUMBER) , <oO -45~ -~ 1-41 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL Bf MADf AVAILABLE AT ALL TTMfS DURING THE RAINY SEASON. ALL NfCESSARY MATERIALS SHALL Bf STOCKP/LfD ON S/Tf AT CONVENIENT LOCA TTONS TO FAG/LITA TE RAPID CONSTRUCTTON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. 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 SA TfSFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADD!nONAL 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 /NCORPORA TED 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. 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 B. C. D. f. 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 IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING 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 FOLLOW!NG CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WI THIN 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. 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 IRRIGATED 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 CONVENTION- AL SYSTEM OF LOW PREC/PITA TION 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 TION TO Tl1E CITY ENGINEER, THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. /RR/GA TION 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: 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 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA 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 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 UNOPfNED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE 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 CON TRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS Tl1AN 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 T/1E SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 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: 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 FlA TTER 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 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 Wl1ERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 1"111"1/0~ 50'MIN. PUBLIC RIGHT - OF-WA) I 8" M!N. PROF// E EXIST/NC GROUND 14'MIN. PLAN \\ PROV/Of. APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WA Y STABILIZED CONSTRUCTION ENTRANCE FLOW-----► 4" VERTICAL FACE EMBEDDING DETAIL ANGLE '°IRS l S l Al,E IUWARC PR[VIOiJSL Y LAID BALE --- MRE 0~ NYLON BOUND BALES PLACED ON T'!E cot1l TOU,'? :s--_ 2 RE-BARS.STEEL PICKETS.OR --2"X 2" STAKES I 1/2' TO 2' IN GROUND ANCHORING D[TAIL " ORA/NAG£ AREA LESS THAN 1 ACRE STRAW BALE DIKE SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TR[NCH UPSLOP[ FROM AND ALONG THE L'NE OF POSTS. J. ATTACH TH[ FILTER FABRIC TO Tl/[ WIRE FENCE ANO EXT[NO IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO T'!f POSTS 4. BACKFILL AND COMPACT TH£ EXCAVATED SOIL. FILTER FABRIC ►~ i~t. =-'---~ WIRE -le- SILT FENCE 9 IN / FARTHEN RIDGE -~----'?"'~ FILL SLOP[ , MIN. -~ 2 FT I UNLINED SWALE & BERM RUNOFF WATER WITH S[DlMENT ''..,ll]TII Ill 71-- ---:m m=::: SEDIMflvT ,/ WIRE SCREEN f FILTERED WATER -DROP INLET WITH GRA TF ~--coNCRET[ BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WITH GRATE Sll!AW BALES STAl<EO WI TH TWO STAkFS FFR RAIF COMPACTED SOIL TO PREVENT PIPING RUNOFF WA )ER WI TH S£0/M[N T 2X6 STRUT(S) / END ANO SIDE OVEF/LAP AT CORNERS 2X6 s·TRUT(S) REQU!RfO vVHEN NOTED ON PLANS HAY BALE SILT BARRIER GR,~ VEL BAGS OVERLAP ONTO CURB \ I STAKED STRAW BALE • 2X6 STRUT(S) FILTERED WATER ~l~ ~- ~_J ... :: ~ THREE LAYERS OF GRAVEL BAGS WIIH El/OS OVERLAPPED rLOW 0 ---► a 0 0 0 0 0 0 a GRAVEL BAGS --- 4"-6" LOGS--.___\ ci-'I I J 24" 1 LOG CfIECK DAM A POINTS A S!IOULO BC /JIGll[R Tl/AN POINT B HAY BALE CHECK DAM 6 IN (15 CM) _j ___ ~~Djl!C- 24 IN (61 CM) J COARSE: AGGR[GRA T[ ~ ~! :24 IN (61 CM) o I (B) L=D/STANCE SUCH THAT POINTS A AND B ARE OF EQUAL [LEVA T/ON GRAVEL CHECK DAM LEGEND ~QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D 75 LINED SWALE 0 ----- 0 BLOCK-SCREEN-GRAVEL SILT BASIN 0 HAY BALE SILT BARRJF.R LIMITS OF CLEARING & GRADING GR~ VF.I. BAGS PUNCHED STRAW LOG CII!lCK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RJPRAP 0 0 0 0 0 0 0 • axxraxxrcco // 6iS BUTL_ T 11 RCE __ _ EXP ___ _ DATE REVlEwED BY, I~ISPECT □R DATE 1---+----,f--------------l-----l---+----+-----tls~ETl.c_I1_'Y_O_F_C_A_l_~I_Js_'B_·_A_D~ISH3FFTSI :; _ ENGlflEERlf!G DEPARTMEl'JT G!<.ADillG AND E:\<.0-,;\oN CON-fROL '?L.Al-l'S Go i 'S l W I CK \<.S SIDS N c.'=S "'\2.3'7 Cl-SA.R'J IE:W D~i\JE w 0 -+, C :E (i) .,::. 9'l .,::. I 00 )>