HomeMy WebLinkAboutDWG 419-1A; PD 04-06; ANILLO WAY, LOT 471; 01-04GRADING NOTES WORK TO BE DONE
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF' 7HE 27. ALL SLOPES SHALL 8£ /RR/GA TED, STABILIZED, PLANTED AND/OR HYOROSff.DED THE GRADING WORK SHALL CONSIST OF 1H£ CONSTRUC110N OF ALL CUTS AND F7!.LS, CARLSBAD MUNIC/P,i.L CODE.) WITHIN TEN go) DAYS OF THE 11ME WHEN EACH SLOP£ IS BROUGHT TO GRADE REMEDIAL GRADING, DRAINAGE FAC/Ll11ES, £ROS/ON CONTROC FACIL/11ES, AND ,. THfS Pl.AN SUPERSEDES ALL OTHER PtANS PR£VIDUSL Y APPROVED BY THE Cl TY AS SHOWN THE APPROVED GRADING PLANS. PLAN11NG OF PERMANENT LANDSCAPING AND PR£PARA 110N OF AS-BUILT GRAO/NG PLANS,
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES Al'ID PADS AS REQUIRED AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 11-/E BY THE CITY OF CARLSBAD LANDSCAPE MANUAL AND/OR AS DIRECTED BY 11-IE CITY <;!l OF PLANS AND THE CITY STANDARDS, SPECIF/CA 110NS, REQUIREMENTS, RESOI..U 110NS
AND ORDINANCES CITED ON THESE PLANS. CARLSBAD MUNICIPAL CODE, RESOLUTION OF COND/110NAL APPROVAL. CITY ENG/NITR OR Pl.ANNING DIRECTOR. 0
STANDARDS DR 011-/ER ADD/110NAL DOCUMENTS LISTED HEREON AS THEY MAY 29. 11-IE Or.NER/APPLICANT SHALL INSURE 11-IAT ALL CONTRACTORS SHALL COORDINATE t ... COSTA THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING
PERTAIN TO 11-11S PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL THE M:IRK OF THESE GRADING PLANS WITH THAT SHOWN ON 80TH THE LANDSCAPE 'i "'!'.t DOCUMENTS, CURRENT AT THE 11ME OF CONSTRUCTION, AS DIRECTED BY THE CITY
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. AND IRRIGA110N PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS 0 ENGINEER.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL 11ME REQUIREMENTS. ! q~ ,. CARLSBAD MUNICIPAL CODE WORK FROM RESPONS/8/UTY FDR THE CORREC110N OF ERRORS AND OMISSIONS 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A M1NIMI.IM !lA-i)1~lli\!) ~ ~ DISCOVERED DURING CONSTRUCllON. 'ALL PLAN REVISIONS SHALL BE PROMPTLY 0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" P~ MAY BE \ 2. CITY OF CARLSBAD STANDARDS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. U11LIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" LEVANTE ST RIGHT-OF-WAY PERMIT FRoiJ THE CITY £NG/NITR 1111.L 8£ REQUIRED FOR ANY J. THIS SET OF PLANS 4. A ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS AS7M STANDARD 3034 FOR WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM/ T ISSUANCE, A SOR J5 SOLID WALL PIPE. < 4. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUC110N (GRITN CER11FICA TE OF INSURANCE: MUST BE FILED NAMING THE CITY OF CARLSBAD AS ~t; AN A00/110NAL INSURED ON THE PERMITTE:E'S POLICY IN THE MINIMUM AMOUNT JI. ltt-lERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF THE SITE -/;
BOOK).
~ OF 11,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCf:. GRADING OPERATION, IT SHALL BE REMOVED WITHIN Tltf:NTY FEET OF BUILDING 5. SOILS REPORT ANO RECOMM£NDA TIONS BY lt(SlFRN SOILS <I fOUNIJA 11QN
COMPAN)'. 'M?111f!f ~ P~LIC.Y MUSI H4'fli: t RA11NG Q£. "A~ ANQ A ~z, OR STREET AREAS ANO R£PLACED WITH PROPERLY COMPACTED SOILS. IN OTHER ENGINEERING INC. DATED 2-6-2004 AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY CATEGORY OF C SS S ffiABL/SHED BY S " K[Y RA 11NG GUIDE THE Cl TY £NGINE£R. 6 . TH£ SAN DIEGO REGIONAL STANDARD ORA WINGS Al'ID AS MAY BE MODIFIED BY • 301.(b)5 5. UNLESS EXEMPTED BY S£CTION OF TH£ UNIFORM BUILDING CODE,
r,.1-\\LLO 'f/1''( Tl-/£ Cl TY OF CARLSBAD STANDARDS. RETAINING cJALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE J2. Tl-/£ CONTRACTOR SHALL VERIFY THE: LOCATION OF ALL EX1S11NG FACILl11ES
PERMITS FR THE BUILDING D£PAR1MENT. ( A80V£ GROUND AND UNDER GROUND ) WITHIN THE PROJECT SI TE SUFFIC/EN TL Y 7. ENVIRONMENTAL £X£MPT PER .1MQJ
,,
~ 6. NO WORK SHALL 8£ COMMENCED UN11L ALL PERMITS HA VE: BEEN OBTAINED FROlrl AHEAD OF GRADING TO PERMIT THE REVISION OF TH£ GRADING PLANS IF IT IS
FOUND THAT THE ACTLIAL LOCA 110NS ARE IN CONFLICT WITH THE PROPOSED THE CITY AND OTHEW APPROPRIATE AGENCIES. WORK. \£'!1'-1-1~ ' 7. APPROV/1.(' OF THE:$£ PLANS BY tH£ CITY £NG/NffR DOES NOT AUTI-IORIZF: ANY JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED U11LITY COI.IPANlfS (SIT BEi.OW) AT / s,RtO , T
ltORK OR GRADIN<; TO 8£ PERFORMED UN11L THE PROPERTY O'M'l£R'S PERMISSION LEAST 2 FULL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR THEIR
,
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. VICINITY MAP • FAC/U11£S AND SHALL COOROINATE THE ~ WITH A COMPANY REPR£S£NTA11\/£.
8. NO REVISIONS WILL BE MADE TO THES£ PLANS WITHOUT THE WRITTEN APPROVAL UND£RGROUND S£RVICE ALERT (800)422-41 JJ NOT -TO-SCALE OF THE CITY ENGINITR, NOTED l+!THIN THE REVISION BLOCK, ON THE: SDG&E fi80~660-7343 T.B. PG.1147, G-2 APPROPRIATE SHEET OF THE PLANS AND TH£ TITLE SHE£T.
• PACIFIC 8f1.L 800 892-0123
9. ORIGINAL DRAWINGS SHALL B£COME 11-1£ PROPERTY OF THE: CITY UPON BEING ADELPHIA CABLE COMMUN/CA 110NS J760~38-7741 LEGEND SIGNED BY THE CJ TY ENGINEER. • COX COMMUN/CATIONS 760 06-9809 . CITY OF CARLSBAD(STRITTS .t STORM DRAIN) 760 434-2980 10. THE ORIGINAL DRAWING SHALL , 8£ REVISED TO REFLECT AS-BUil T COND/110NS "CITY OF CARLSBAD(SEW£R, WATER & RECLAIMED WA Jrn) 760)438-2722 DESCRIPTION DWG.NO. SYMBOL QTY. BY THE £NGIN£ER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE ~ BY THE
CITY. 'SAN DIEGUITO WATER DISTRICT [;7601633-2650 -'!£1.JCADIA WASTEWA'TER DISTRICT 760 753-0155
11. ACCESS FOR FIRE: AND OTHER 0/ERGrNCY VE:HICLES SHALL 8£ MAINTAIN£D TO "IALLECITOS WATER DISTRICT f760l744-0460 PROPERlY LINE --TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 'OLIV£NHAIN WATER DISTRICT 760 753-6466 -CENTERLINE -12. WHERE TR£NCHES ARE: WITHIN CITY £ASEMENTS, A SOILS REPORT COMPRISED 'BUENA SAN/TA 110N DISTRICT (760)726-1340 SOILS ENGINEER'S CERTIFICATE *AS APPROPRIATE _..
OF: (A) SUMMARY SH££T, (8) LABORATORY ltORK SHEETS AND (C) COMPACTION EXISTING CONTOURS -----358 -------
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF 34. PERMIT COMPLIANCE REQUIREMENTS: --
CALIFORNIA, PRINCIPALLY DOING-BUSINESS IN Tl-IE FIELD OF APPU£D SOILS A. fOR (;ONTl?Ql. l E;Q GR.AQING -TH£ APPLICANT HIRES A Cl VIL ENGINEER, I, D£NMS '-• ZIMM(8M.Ari • A REGISTE:R£D Cl VIL £NG/N£ER PROPOSED CONTOURS 358 OP n-1£ STA TE: OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN MECHANICS. TH£ SOILS REPO~T WILL BE SUBMITTED TO TH£ CITY ENGINEERING SOILS £NG/NEER, AND/OR G£0LOGIST TO GIV£ TECHNICAL ADVICE, n-lE FIELD OP APPLIED SOILS MECHANICS, H£R£8Y CE:RTIFY 7HAT A INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. OBSERVE AND CONTROL THE WORK IN PROGRESS /11.06.170(8)/ SAMPLING AND STIJDY OF n-lE SOIL CONDITIONS PR£VAL£NT Wln-1/N THIS CUT /SLOPE (2: 1 MAX) 'V V 'V 13. A SOILS COMPAC110N REPORT AND COMPLIANCE VE:RIFICA TION REGARDING CARLSBAD MUNICIPAL CODE. SITE: WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN n-lE DATES OF -ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED 8. f!B.IOR TO FINAi. APPRQ\!AI. Q£. A GRADING er&11r -Tl-IE FOi.LOWiNG JJ\NIMRY 8, 2QQ4 AND FEBRUARY 6, 2QQ4, TWO COPIES FILL SLOPE (2: 1 MAX) V y ' PRIOR TO THE ISSUANCE Of A. BUILDING PERMIT. ALL CONTROi.LEO GRAO/NG OP n-1£ SOILS REPORT COMPILED FROM n-11S STIJDY, Wl7H MY
SHALL BE DONE UNDER Tl-/£ DIRECTION OF A PROFESSIONAL ENGINEER OF 11-IE REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA TH£ RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH£ OFFIC£ OP 7HE CITY STATE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED PROJECT INSPECTOR /11.06.190(8)/ CARLSBAD MUNICIPAL COD£: ENGINE£R. ~ CUT /FILL LINE -lt-~-+1-
SOILS MECHANICS. ALL FILL OR FUTLIRE FILL AREAS SHALL BE CONSTRUCTED IN (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL SIGNED:~~--ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE DAYLIGHT LINE --+--ll--+ -• EARTHWORK .Sf'EctFICA 110NS • ATTACHED TO THE PRELIMINARY SOILS GRADING IS COMPLETE. ALL £ROS/ON CONTROL, SLOPE PLANTING
• AND IRRIGA110N ARE INSTALL£D IN CONFORMANCE WITH CITY ~ iof ESSf o,t. RET.'JNING WALL (PER SEPARATE PERM1T) INVEST/GA 110N. DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMI TTE:D TO THE CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE Sl ZI >f( P.£. NO.: GE 'lZ8 PROJITT INSPECTOR. ,, • i.'" " , L£TTER FROM CITY ENGINEERING D£PAR1M£NT). ~ ~t-M>11<': '4c TOP OF RETAINING WALL TW 14. A PF?FCONS1"1J.C.110N IIITU.NG SHAI L BE t/ELQ A[ 11£ S/.'lf. ffil.OB. m n-,,: (2) AS-BU/LT GRADING PLAN. /::?~ ~~ DATE:: ?,-2-'f-C>lf BF'G/NNING Of WORK AND SHAii BE ATTENDED BY ALI RfPRFSENTA D\lfS c.-, 4'.i 7 :z BOTTOM OF RETAINING WALL .f!W (3) REPORT FROM THE SOILS £NG/N£ER, WHICH INCLUDES i3 "" No. 928 :z "' RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, "[[;_STING ANO ALL RECOMMENDED SOIL BEARING CAPAC/11ES, A STATEMENT AS TO ~ ExP,T~ '.;; 3-31-~ ' QIHER ASPECTS OF THE WQRK THE CONTRACTOR SHALL SCHEDULE THE M£E11NG LICENSE EXP/RATION DA TE:: D THROUGH TH£ PERMIT CLERK ( 438-1161 ext.4323 ) AT LEAST Fl\/£(5) WORKING THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF * ~ ~ * ASPHALT CONCRETE DRIVEWAY DS-7 1,230 SF
DAYS PRIOR TO STARTING CONSTRUC110N. APPROVED DRAWINGS MUST BE FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO J',>; ~OftcH!l·\~ ~
AVAILABLE PRIOR ro SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY INCLUD£ A STATEMENT BY THE: SOILS £NGIN£ER THAT THE ""£ ~~ THE PROJECT INSPECTOR AT THE MEETING. GRADING WAS DON£ IN ACCORDANCE WITH THE REQUIREMENTS AND or CALI<\) 1 • WATER SERVICE ~ 1 EA ' RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT 15. &11 INSPFCTJ_QN 11£Qj/£SlS QlliE~ T/.IAN (OB. PllrCONS'TIWC U.Ql:J. IIF'rTIN<: II!! I BE OWNER'S CERTIFICATE ANO ANY SUPPLEMENTS TH£R£TO. !MOC BY CAl I WG THF ENGJN££1f/NG 2,1, 1:/.QJ IR IN<:PFCDQl:J. R£Ql IES[ l/NF ,![ (4) REPORT AS-BU/LT GEOLOGIC PLAN, IF REQUIRED BY THE (61~) ~J§.-3891. !t!.SI'.ECTIOf.l REQUES[ M!.iS[ E/E RECE/VEQ eRIOR [Q 2; QQ e M. WITH
~bL~1JT
H£R£BY CE:RTIFY 7HAT A R£GISTE:R£D SOILS E:NGINEER OR -QN THf: DAY BEFOR!;. lHE INSPECTION /S NEEDED INSPECTIONS WILL BE MADE CITY. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
TH£ NEXT WORK OA Y UNLESS YOU REQUEST 011-IERWfSE. REQUESTS MADE AFTER 35. UNLESS A GRADING PERMIT FOR THIS PRO.£CT IS ISSUED ll,ITHIN ON£ (1) GRADING ACTIVITY AND ADVISE ON n-lE COMPACTION AND STABILITY OP I-F.GAL DESCRIPTION 8I'l'E ADDRESS
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. YEAR AFJrn THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED n-11S SI TE:.
16. THE OWNER AND/OR APPL/CANT THROUGH THE D£VELOP£R ANO/OR CONTRACTOR ,., TO BE RESUBMI TT£D FOR PLANCHECK. PLANCH£CK FEES WILL BE REQUIRED FOR m: l (1_ LOT 471 Of LA COSTA SOUTH ANILLO WAY
._, ANY SUCH RECHECK. .3 4> • l,·21•"'Y SOURCE or TOPOGRAPHY UNIT NO. 6, IN THE CllY OF CARLSBAD, CA 92009 SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING CARLSBAD, COUNlY Of SAN DIEGO, ' TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY SHORING, AND SHAU. BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, J6. TH£ SO/LS REPORT 11TLED (;£QTECHN/CAL !llfSMAilQli. • NAME DATE: STATE OF CALIFORNIA, ACCORDING STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. PREPARED BY WES7ERN SO/f. AND [QUNQA TIQN ENGINEERING INC, DATED --M£7HOOS FROM INFDRMA TION GATHERED ON . -TO MAP THEREOF NO. 6604, FILED
17. THE CONTRACTOR SHALL (:ONFORM TO LABOR CODE SFC110N 6705 BY SUBMITTTNG ~ARY 6 ,2004, SHALL BE CONSIDERED AS A PART OF THIS 19--BY . IN THE OFFICE Of THE COUNlY ING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING RECOMMENDATIONS AND SPEC/FICA 110NS CONTAINED IN SAID SOILS REPORT. ACCURACY STANDARDS. RECORDER OF SAN DIEGO COUNlY,
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE MARCH 23, 1970.
1071304
OF WORKER PROTECTION FROM 71£ HAZARD OF CAVING GROUND DURING THE: ,.DECLARATION OF RESPONSIBLE CHARGE" EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA 110N PROJECT LOCATION ENGINEER OF WORK OWNER/PERMITTEI! THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCH£$ FIV£ FEET (5') OR I HEREBY D£CU.RE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
MORE IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONC£RN£D HAVE EXERCISED RESPONSl8t£ CHARGE OVER 711£ DESIGN OF THE PROJECT AS DEFIN£D THIS PRO.£CT IS LCOCA TED ll,ITH/N ASSESSORS PARCEL NUMBER(S) WUNOERLIN ENGINEERING, INC. MR. MARK CONNAI..
AGENCY PRIOR TO EXCA VA 110N, I[ THE Pl.AN \!Al?/[$ fROM THE SI-IQRING SY$1EM ' ~ ~1',0rESS/~::W IN SEC110N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 216-250-02 P.O. BOX 461300 c/o MICHEAL CREWS DEVELOPMENT ·-~TANQARDS ESTABLISHED fJ)'. ll::!.£ coN;;_TRucTION SAFELY QB.D[!§, 1111& 11 ,,. • CONSISTENT WITH CURRENT STANDARDS. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: ESCONDIDO, CA. 92046 P.O. BOX 300429
CA!.IFQB.NfA ADMINISTRA l]lf CODE, THE el.AN SHA{.L f1.E e.R£et,,&;:Q BY A ~'-I<. Wu,i,b
I UNDERSTAND THAT TH£ CH£CK OF PROJECT ORA WINGS AND SP£CIFICA 110NS BY TH£ N JJO E 1689 PH: (760) 743-2238 ESCONDIDO, CA 92033
REG/STFREQ ENGINEER A [ Tl-IE CQt,iTRACIQRS fXEfl/Sf: A COPY OF THE OSHA ~~ ~ . (7$0) 749-1919 • Cl TY OF CARLSBAD DOES NOT RELIEVE 11£, AS £NG/N££R OF WORK, OF MY £XCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO fi1 :tt ""'
EXCAVA 110N. . a: Nl>.llllffl RESPONSIBILITIES FOR PRO.ECT DESIGN. BENCH MARK . • ' * 18. NO 8tAS11NG SHALL 8£ PERrORMED UN11L A VALID BLASTING PERMIT HAS BITN l!llp.:H14!lllle * WUl'ID£RLIN £NG/NEERING, INC. FIRM: D£SCRIP110N: IIELL MONUME:NT MARKED RCE 2124!!, OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CA 110N FOR BLASTING
PERMIT IIE'LL IN ADVANCE OF THE SCHEDUUNG OF BLASTING OPERA 110NS. ADDRESS: P.O. BOX 461JOO LOCATION: CENTER OF CUL-OE-SAC AT NE ENO OF VISTA LA NISA.
19. IF ANY ARc.H-'EQI.QGICAL RESOURCf.S AR[ Q!.SCOVEREQ ll,ITHIN AN)'. WOR/! AREA ,i ESCONDIDO, CA. 92046 NE'LY OF fALLE1,INA8~ 21ft. Nw'L Y 15r A <:{.[. WE'LL M1lNUMtNT
CITY, STA TE: ANll 4571 'L 'i' o A STR T UGRT. DURING CONSTRUCTION, QPERA TIONS. mLL CEASE IMMEQIA 1EL'I:, AND THE
TELEP:'t E60) 74J~j38 ~ t RECORDED: 07-01-01 PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
,-'Zft-0~ ELEVATION: 218.787 DA TLIM: N'/JW29 UN11L THE PERMITTE:E HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY BY: o, .!L1o..1, ~ DATE: ENGINEER TO DO SO. ;,., . MICHAEL A. 'MJNDERLIN 20. ALL OPERA110NS CONDUCTED ON THC SITE OR AOJACfNT THERETO, INCUJDINC 26671 .
WARMING UP, REPAIR, ARRIVAi. DEPARTLIRE OR OPERATION OF TRUCKS, R.C.E. NO.: ~NING DEPARTMENT APPROVAL l)S BUILT ... EARTHMOVING £QU/PM£NT, CONSTRUCTION EQUIPMENT ,1,NO ANY OTHER ASSOC/A TED REG/STRA 110N EXP/RA 110N DA TE: 3/Jl/2004 EARTHWORK QUANTITIES
· GRADING EQUIPMENT SHALL BE LIMITED TO TH£ PERIOD BETW££N 7: 00 A.M. AND CUT: 40 CY • SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO £ARTHMOVING OR GRADING ~ DATE: 7/2./Jc./ Y.£a. S).L /· S-o( OPERA 110NS SHALL 8£ CONDUCTED ON l'IITKENDS OR HOLIDAYS. (A LIST OF CITY FllL: 1.140 CY .... (IIGNBD)
HOLIDAYS IS AVAILABLE AT THE ENGINEERING D£PAR1M£NT COUNJrn.) 1100 CY
,. lllLZIIIIBR, PLANlfflftl, DiiO!CTuR RCE • 2loloJ/ EXP. ~-31·(& DATE
21. A/.1....0FF-SIJE. HAUL ROU"IE.S SHAU. BE S/.!.BM!l1ED Ii)'. THE: (;ONTRAQTQB TQ Tl-IE IMPORT: ('/ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF EXPORT: 0 CY l'lla.t DATE: 7 / 2--/ o'/ REVIE'JED BY• ltORK. 0 / GNID) --1//•/o, 22. IMPORT MA Jrn/AL SHALL 8f OBTAINED FROM, AND WASTE MATERIAL SHALL 8£ R£MED/AI..: CY IIIClll■INM:11 If: i) A.J l¥~11.iiil -/.,_; b-
DEPOSITED AT, A SITE APPROVED BY THE Cl TY ENGINITR. TH£ CONTRACTOR INSPECTOR CT DATE SHALL BE &;:SPQNS/BLE [QR ANY D£BRIS OR DA.MAGE QCCIJR.RING ALONG THE HA¼
ROU"IE.S OR AQJACf;NT SIREETS AS A 8.f:.SUL I QE. THE GRAQING QPERA TION. I SH;ET I CITY OF CARl.SBAD I S~ETS I 23. BRUSH SHALL BE R£MOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON TH£ PLAN. , ENGINEERING DEPARTMENT
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE: PONDING OF GRADING PLANS FOR: WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE. LOT 471, MAP 8804 25. THESE PLANS ARE SUB.£CT TO A SIGNED AND APPROVED SET OF £ROS/ON .
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY ANLLO WAY
TH£ CITY £NG/NEER OR AS DIRECTFO BY THE PRO.£CT INSPECTOR.
26. ALL SLOP£$ SHALL BE TRIMMED TO II FINISH GRADE TO PRODUCE II UNIFORllt APPROVED ,:J Y
SURFACE AND CROSS S£CTION. THE SITE SHALL 8£ LEFT IN A NEAT AND 461¥v.V~ 7(:;fnt ORDERLY COND/110N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL Bf REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. . CITY ENGINIT-PE ~RES D1o.
1.,S.11• ,Yt.../ /1\ ~ i I,-/ .l!N'> --5.H.e. = <II 1•• I DWN BY: I f PROJECT NO. I 4(;~G,!. DATE INITIAL DATE INITIAL DATE WITIAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: Oo4,0&
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Llm $E1IBR NOTES
1. LIii) APPROVAL OF 111£5£ PLANS 00£S NOT RELIEVf THE APPLICANT, PRIVATE ENGINEER OF IIURK, OR CONTRACTOR FROM ~PONSIBILITY FOR THE
CORRECRON OF ERRORS ANO OMl5SIONS DISCOVfRED DURING OR AFTER CONSTRUCRON.
2. ALL DESIGN, MA TfRfALS, AND CONSTRUC110N 111'.lRK SHAU. CONl'ORM TO THE LflJCADIA WASlfWA 7FR DISTRICT LIIO SfWfR STANDARDS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIACA710NS FOR PUBLIC Yt!'.)RKS CONSTRUC710N (GREENBOOK) AND THE REGIONAL STANDARD QRAll,INGS. MOST CURRENT
EDtnONS. IN THE EVfNT OF CONFLICT THE /JID SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS A.ND OSHA CONANED SPACE ENTRY REQUIREMENTS SHALL BE FOLLO',lf/J AT ALL 11M[S 11,!THOUT [XCE:P110N.
4. THE: CONTRACTOR SHALL HA Vf A COPY OF THE S[WER NOTrS 2. ct J. DOCUM[NTS ON TH[ JOOS/TE AT ALL 11MfS.
5. TH[ CONTRACTOR SHALL GUARANTEE All IIURK FOR A P[RIOD OF ONE YfAR AFTER THE DA TE OF ANAL ACCEPTANCE BY LIii) AND SHALL REPAIR OR
REPLACE ANY WORK THAT MAY PRO\/£ D£FEC11Vf IN WORKMANSHIP AND/OR MATERIALS ll,ITHIN THE ONE YfAR PERIOD WITHOUT EXPENSE IIHATSOE\IER TO Lll!J.
6. QUAN1717ES SHOM/ 1/fREON ARE FOR DOND fS11MA TE PURPOSES ONLY. NEl1HER THE PRIVATE ENGINEER NOT Lll!J GUARANTEE THE ACCURACY OR
COMPLETENESS OF THE SEWfR QUANl/,17[S.
7. PRIOR TO CONSTRUC170N, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENT:
NOT COMMFNCE UN11l SUC" '". /v•'" 4Rr ,APPROVfD BY LIID.
8. PRIOR TO BEGINNING SEl!fk WOI<, ,. L Ml INSPECTOR SHALL BE AJRNISHED THREE SE.
SURVEY REQUIREMENTS,
MATERIALS AND SUPPLIES SA11SFACTORY TO LIi!). WORK SHALL
CUT SHEE7S AND SHALL COMP!. Y WITH Lll!J STANDARD SPEC
9. PRIOR TO l'!EGINNING SEWER we· ifTRAC1VR SHALL SECURE A LIii) PERMIT FOR CONSTRUC110N AND SHALL PRO',!DE A MINIMUM OF 48 HOURS N017CE
TO L II!) PRIOR TO CONSTRUC110N
10. NO ffl'?K SHALL BE COMMENCED ''-' ! AU PERMITS HAVf BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE
AGfNCIES.
11. CON7T?ACTOR SHALL CONFORM " '' !'fJl)F SFC110N 6705 BY SUBMIT11NG A DETAIL PLAN TO THE DISTRICT ENG/Nff'R SHOll,ING THE DESIGN OF SHORING,
RRACING, SLOPING, OR OTHER Pr., " '''" ,u BE IIIAOE FOR PROTEC170N OF WOf?KERS FROM THE HAZARD OF CA',!NG GROUND OUR/NG TRENCH EXCAVA110N AND
PIPE INSTALLA 110N THEREIN. THIS PLAN MUST BE PREPAREO FOR ALL TRENCHES RVf FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUC110N SAFETY ORDERS. 1171£ 8, CALIFORNIA ADMINISTRA 111/f CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED
ENGINffR. A COPY OF THE OSHA F"XCAVA110N PERMIT MUST BE SUBMITTED TO Ti/E LIi,!) INSPECTOR PRIOR TO EXCAVA110N.
12. ALL SEWER FACIL/11ES SHALL BE INSTALLEO IN DRY EXCAVA110NS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG CON11NUOUSLY
UN11L THE WORK IS COMPLETED INCLUDING PLACEMENT ANO COMPACTION OF BACKRLL MATERIALS IN A DRY STA TE. ALL PIPE ZONE MATERIAL LOCATED IN tiff
OR AREAS SUSPECTED TO BE IIET IN THE FU TURF SHALL BE ENCASED IN GEOTEX11LE MATERIAL. SUITABLE GEOTEX11LE MATERIAL SHALL BE SUBMITTED TO THE
DISTRICT ENGINEER FOR /?E',!EW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWA TERING PERMITS AS NECESSARY AND REWRN Of GROUNDWATER TO THE
, ~EWER SHALL NOT BE ALLO\tED.
13. THE EXISTENCE AND LOCA170N OF UNDERGROUND U11L/11ES SHOMI ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER.
TO THE DEST OF THE PR/VA TE ENGINfER'S KNOW/LOGE, THERE ARE NO EX/S11NG U11Ll11ES EXCEPT THOSE SHOWN ON THESE PLANS. A TTEN110N IS CALLEO TO THE
POSSIBLE EXISTENCE OF OTHER UTILl11fS OR STRUCWRES NOT SHOWN, OR IN A DIFFERENT LOCA 110N FROM THAT SHO'MI ON THE PLANS. THE CONTRACTOR SHALL
TAKE D/JE PRECAU110NARY MEASURES TV PROTECT THE U11Ll11ES SHO'M'I ON THE PLANS AND OTHER EXIS17NG FACIU11ES OR STRUCWRES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LIii) DOES NOT CONS11WTE A REPRCSENTA110N OF THE ACCURACY OF THE LOCA170N OF, OR THE EXISTENCE OR
NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
15. CON1RACTOR SHALL NOTIFY UNDERGROUND SER',!Cf ALtRT (800) 422-4133, AS REQUIRED BY STATE LAW ALL U11LITY CROSSINGS SHALL BE POTHOLED PRIOR
TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING MT/I ALL LOCAL, STA Tt 4ND FEDERAL SAFETY REGULA 110NS INCLUDING, BUT NOT LIMITED TO,
TRENCH SAFETY AND CONRNED SPACf ENTRY.
17. SOILS REPORTS SHALL BE SUBl//!iED TO LIii) BY A QUALIFIED SOILS ENGINEER WHICH CER11AES THAT TRENCH BACKALL WAS COMPACTED AS DIRECTED BY THE
SOILS ENGINEER IN ACCORDANCE WITH ON SITE EAR11il+ORK SPEC/RCA 110NS AND THE LIi,!) STANDARD SPEC.
1/J. SEWER ELEVA 170NS SHOM/ ARf I' ,rer ELEVA 110N (I.E.), INSIDE BOTTOM OF PIPE SEIIE'R LENGHTS SHOM/ ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.
19. ALL RE',!SIONS TO DRAWINGS SHt•, IJE APPROVED BY THE LIi!) DISTRICT ENGINEER IN WR/11NG PRIOR TO CONS7T?UC110N.
2{). CONTRACTOR IS RESPONSIBLE FOfi KEEPING COMPLETE RECORD OF CHANGES AND SHALL WAKE SUCH RECORD AVAILABLE TO THE PR/VA TE ENGINEER. THE PR/VA TE
ENGINEER SHALL PRO',!DE AS-BUILT DRAWINGS TO LIii) FOR R[',!EW AND APPROVAL PRIOR TO ANAL ACCEPTANCE OF THE PRO.£CT.
21. LENGTH OF OPEJ,j ]RENCH SHALL BE UM/TED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVfD IN WRl11NG BY THE DIS7111CT.
TRENCH SHALL bf BACKFILLED OR Pf A TE[) AT THE CONCLUSION OF EACH DAY OF WORK.
22. THE CONTRACTOR SHALL PROTEC I A<,i. SURV£ r IIIONUMENTA 110N. IF ANY SURVfY MONUMENTS ARE DISWRBED OR DfSTROYfD. THE CONTRACTOR SHALL RETAIN
. A LICfNSED SU'?VfYOR TO RE-ESTARUSH AND RECORD THE MONUMENT CHANGE PER STATE LAW. .
23. A MiNIMUM OF 12 INCHES VfR17CAL CLEARANCf SHALL BE PRO',!OEO BEI\IITN THE SEWER PIPE AND ANY OTHER U11L/11ES.
2{ SEPARA110N Of SEMER / WATER AND SEWEii / RECIAIM[D WAJFR SHALL COMPLY Wf1H LIi,!) sm DIIG S-2 AND Wl1H ALL COUNTY AND STATE HEALTH DEPT
REGULA 170NS.
25. CONNEC110NS I!) EXISTfNG SEWm PIPE OR MANHOLES SHALL ONLY BE DONE IN TH[ DIRECT pr, "SENCE OF TH[ LIIIJ INSPECTOR. NEW SEWER
SHALL NOT 8£ CONNECTED OR ALLOWf.D TO Fl.OW TO £XIS11NG SE:WER UN11L AFTER ANAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE L \ID
INSPECTOR. OR AS APPROVFD BY DIS/Pf(;T .':NGINEET .,
26. ALL SfRVIC[ LATERALS SHALL Bf LOCATl:D AT RIG/f' •1NGLff TO THE SF!ffl',\/AIN UNLESS OTHERll,ISE SHOM/ AS APPROVED BY LIi,!) ON THE
PLAN:;\
27 A 2-INCH HIGH •s• SHALL BE IN5CRfP" ... ON THE CURB FAC, , , .. ,RAL LOCA 110N BY THE CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER 11,!Rf SHALL Bf BURIED OVER fACr A 11}/A. .,;: !MRE SHALL EXTEND UP TO A 2" COPPfR TAG 11ED AND
SOLDERED TO THE ll,IRE. THE TA . OVER THE SEIIE'R MAIN SHAL TPMINA .' 6" ABOII[ ,~A \/ING SUBGRADE 11,111-/ FINAL LOCA 170N JUST BELOW
PAV/NG. TH[ TAG OVfR 111[ cu,,, IF/I (N!) (£ THE LA 1fRAL c4 ••,: .. Exrr·, .· '.BOVE GRAO/c vi'/17L CONNECTED AND SHALL THEREAFTER BE BURIED
AT THE P0l1'r OF CONNFC noN .
29. ALL P1PE SHALL BE HANDLED ANi/ IN~. "1LED SD Ao' TO PROTECT PIP[, JOIN:~.-JNING. AND COA11NG. THE PIPE SHALL BE CAREFULLY BEDDED TO PRO',!DE
CON11NUOS BEARING ANO PREVFNT UNFh~ SETnf.iENT. P1Pf SHALL. BE PROT["T/.i; AGAINST FLOATA110N AT ALL 11MES. OPEN ENDS OF PIPE SHALL BE
SEALED AT ALL TIMES IIHEN CON,"' ;CI/ON IN N i T IN PROGRESS.
' .m PIPf JOINTS SHALL BE DEFLECTl . UNIESS SO J[SIGNEu AND SHALL THEN Bf LI, '7,
31. SEWtR PIPE ZONE A/>19 TRENCH liACKALL SHALL 8£ PER THE LIID Sfl'tfR STAND.0 ;.
32, ALL LATERALS SHALL BE CONSTRUCTED Cl.EAR OF DP1 v"""WA l"S .
. ,SS iHAN ONE-HALF OF THE ANGEL RECOMMENDED BY THE PIPE MFGR.
. :, JET11NG SHALL NOT BE ALLOMD.
• 33. JOB MIXING OF CONCRETE IS NOT ,Al I 01'/f.D 11,!THOUT EXCEf'i10N. CONCRETE TES11NG if 117: .• ...:: Bf AT CONTRACTOR EXPENSf.
34, MANHOLE BASIS SHALL IJE MONOUTHl(AIJ. Y PLACED, RN/SHED, AND COMPLETED AT THf flME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVfD EQUAL, MANHOLE
ADAPTORS SHALL BE SET IN 11-J• Ill.SE FOR EACH PIP[ CONNEC1, 1N. SET17NG OF MH RINGS oc!ALL NOT BE ALLO'MI) FOR 48 HOURS AFTER CONCRETE PLACEMENT.
PRECAST MANHaLE BASES ARE. A(\;[PTABLF FOR USE WITH 8" SEllt::S 11,!TH DISTRICT £NGIN,--~ APPROVAL
·,J5. JOINTS BETWEEN MH BAS"E; SHA/ 11NG. CONE SEC110NS, AND RING SHALL HAVE A 2" BY 2" . ·,. RUBBEI? GASKET PLACED WITHIN FULL CIRCUMFERENCE. GASKET
SHALL BE CPS-210 BY PRESS-SfAL GASKET CORP., OR APPROVED EQUAL
UBSEQUENT TO ANY SUSOECTED MOVEMENT OR DAMAGE AFTER BACKALL. 36. ALL MANHOLES SHAU. BE VACUUM TrSTED 1) BEFORE BACKFILL, 2) AFTER BACKALL, ANe
37. ALL SfllfRS AND LATERALS SHALL BE WA\'NE BALLED, LOW PRESSURE AIR TESTED, AND Tfa •1SED AT THE APPLICANT/CONTRACTORS EXPENSE
PRIOR TO CONSIDERATION FOR FINAi. ACCEPTANCE BY LIID AIR TST SHAU /lE DONE AFTE .:ONSTRUC170N OF ALL OTHER U11Ll11ES AND U11UTY
l.ATERALS. v I
38. ALL SEWERS ANO LATERALS SHfl RE IN PLACf AND SHALL HA V[ F/N! .0PROVAL BY )Hf d\V INSPECTOR PRIOR TO PA ',!NG.
39. MANHOLES SHALL. Bf 4-<F"'' : ""W lfR FOR PfPE UP TO "-WC:~ ..
18-INCHES AND LARGFJi Pb ,; 'T4NOAl'ID ORAl'r!NGS S--i ' .
40. MANHOLES SHM,L BE LINED WIIH INTEGl!!ALLY LOCKING PVC (T-LOCKJ .. ·.
1) All NEW MANHOLES ON SEWERS 15" OR GREATER; 2) ALL MANHOIL,
AND 4) ALL MANHOLES ll,ITHIN !,1100 FETT DOWNSTREAM OF A FORCFMA
• :1Jt'' ,t.lltat• \11' , • II
ocp 1,111) ST! 'Al?O DRAl'r!NG S-J. MANHOLES SHALL BE 5-FE[T DIAM[TER FOR P1PE
OL YIJR[THAN °R07fC17',1; LINING SYSTEM PER SEC110N 500-2 OF THE GREENBOOK FOR
, INLET PIP, :c.JPES 5% OR GREATER; J) ALL EX/S11NG MANHOLES WITH NEW CONSTRUC110N;
:,,sCHARGE TO GRAVITY SEWER.
~. ;: ...
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RETAINING WALL
~;,.......~--~:-~-/::
12·x12·
BROOKS BOX WITH
PARKWAY GRATE
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NOTE:
ROOF DRAINS Will BE
ROUTED TO ANILLO WAY.
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EXISTING
GROUND
CROSS SECTION A-A
NOT -TO-SCALE
0
LOT I.E. 0 DROP LENGTH I.E. CURB SLOPE INV. DEPTH BELOW REMARK -....,
NO: MAIN TO MAIN {FEIT) 0 P /L ELEV. % CURB O P /L
471 211.5 0.3 28 214.9 219.9 12.00± 5 EX. SWR LATERAL
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.--.·..--,/,11/•~ ZC\i
INSPECTOR ~ D~ TE ::> ..!. .-~r--,-----------.--,---.--,--,r;::::==~~~~=;:~;::::;;;::::;:~;;;=.;:;;:;;:;-1~~
1----+-----+-----------+---+--+----1---il sH2EET I CITY OF CARLSBAD ~-w· ~
::==::::::..'::::=:::EN:::G:::I:::NE::E::R:::IN:::G:::::::D::E:::::P'A:::R::T::::M::E:::NT::::::::=:::..'.~===; ~ O
1----1--+-----------------il-----+--+---t---f GRADING PLANS FOR: < CO
LOT 471, MAP 8604 Z t::
AMI.LO WAY en .. a:O
APPROVED6'y' • W z
/4 ~,&/~ zf-t/o'/ WW
CITY ENG1NEEK PE--~IRES DATE ~ z
r.1.~i~-bTI•~~h~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~)~~~~~~~~~~~D~~~B~Y:::~~~~~~==P=R:::O::JE:::::C:::::T::N=O=.=~D~R~A:::::~=N~G=N=O~. ~0
DATE ,-:::DA.:..::TE::........1...::.IN::c.lTI::.:AL:..+-.::cD.:.::::......i...c.:...:.cc., CHKD BY: --n"" o"-,"'-" t'Llo._tA ffi if
----------------------------------------------------------------_J~EN:G:1N:EE~R~OF~WOR=K1. ___ R~E:V.::l:S::.IO:N.:..:D:E:.S:.C:R~l::.P.:Tl.::O:N.:_ ___ J.'.o~THER:::.:.A:PP::R;::ov:A:.LJ_,:'.c1:.:,TY:_:AP:P:Ro'.'.:v:A~Ll;::RVWO::::::B::Y::: ==::!..=:::'Y::::':::/::::'::::::V\V:::;;;;:::;;:'.!;7~ l;";,,1~~';: . FLE 4975
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I I I
071304
EROSION __ CONTROL NOTES
1. IN CASf EM£RG£NCY WORK IS RfQUIR/i, CONTACT MARK COM/AL AT
(760-749-1919)
2. fQUIPMENT AND WORKfRS FOR [Ml RGlNc :· WORK SHAU Bf MADE AVAILA81.f AT Ali
nMES DURING THf RAINY SfASON. Ali NECfSSARY MA TtRIALS SHALL Bf
STOCKPILED ON SIT[ AT CONVFN!F.NT LOCA nONS TO FACIUTA T[ RAPID
CONSTRUCTION OF TEMPORARY Df'i'CIS WIIF.N RAIN IS EMINENT.
· J. DEVICES SHOWN ON PLANS SHALL N, -' BE MOVED OR MODIFIED WITHOUT 11-lf APPROVAL
OF THE ENGIN£ERING INSPECTOR.
4. Tllf CONTRACTOR SHAU RESTORf Ali iROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THf GUY ENGINEER AFTtR EACH RUN-OFF PRODUCING
RAINFALL
5. Tl-If CONTRACTOR SHAU INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY Bf
RFOIJIRED BY THf CITY fNGINffR 1U• TO UNCOMPLfTfO GRADING OPfRA TIONS OR
UNf(JRESffN CIRCUMSTANCfS WHICH M>.' ARISE.
6. THE CONTRACTOR SHAU Bf RESPONSIBLt AND SHAU TAKE NECESSARY PRE:CAUTIONS TO
PREVENT PUBUC TRESPASS ONTO ARFAS 'MIERf IMPOUNDfD WATfRS CRfA7f A
11AlARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPRO>f:D GRADING PLAN SHALL
BE INCORPORA 7fD HERfON.
8. GRA/JfO ARE:AS AROUND THE PROJt.c, /r:.RIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT Tiff CONCLUSION OF [ACH WORKING DAY.
9, ALL RfMOVABLf PROTtCTI>f: DEVICfS SHOWN SHALL Bf IN PLACE AT Tl/[ END OF fACH
WORKING DAY WllfN TH[ FIVE (5) DAY RAIN PROBABIUTY FORfCAST fXCffDS FORTY
PfRCfNT (40%). SILT AND OTH[R DfBRIS SHALL BE REMOVED AFTtR EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL Bf BURlAP lrP[ IIIIT/1 J/4 INCH MINIMUM AGGRfGRATt.
11. SHOULD GERMINATION OF HYVROSEEDEI SLOPES FAil TO PROv!DE ITTFCTIVE CO'{[RAGE
OF GRADED SLOP[S (90% COVERAGI) 'RIOR TO NO'{[MBfR 15, THE SLOPES SHALL Bf
STA81UZED BY PUNCH S1RAW INSfi,LED IN ACCORDANCE lt!TH SECTION J5.02J OF
THf fROSION AND SfD/MfNT CONTR0 ;,•,•NDllOOK OF THf DEPARlMfNT OF CONSfRVA nc,
STA 7f OF CAllrORNIA.
TEMPORARY EROSION CONTROL
PLANTING . ANILJFRIGATION
ALL P[RMANENT AND TEMPORARY £ROSION CONTROi. PLANTING AND /RR/GA TION SHAU. BE
INSTALL[D AND MAINTAINED AS RE:QUIRED IN SECTION 212 OF THf STANDARD
SPECIF/CATIONS AND THE FOLLOltlNC:
A HYVROS££DING SHAU Bf APPLIED TO:
1. ALL SLOPES THAT ARE GRADfD 6: 1 (HORIZONTAL TO VERTICAL) OR STITP[R
Wll[N THEY ARf:
a. THREE FITT OR MORE IN HEIGHT AND AOJAC[NT TO A PUBLIC WALL Ok
STREET.
b. ALL SLOPES 4 FEET OR MOR[ IN HHGHT.
2. AR[~·GRADED FLAW'/ rHAN 6:1 WHfN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULEu F/Jk IMPRO'{[MENTS(CONSTRUCTION OR GENfRAL
LANDSCAPING) 1"1TH1N 60 DA Y.S OF ROUGH GRADING.
b IDENTIFIED BY THE PARKS AND RE:CRfA TION DIRECTOR AS HIGHLY
v!SIBLE TO THE Pl/BUC.
c. HA >f: ANY SP[CIAl CONDITION IDEN11Flf1) BY THE CITY ENG/NEE:R
THAT WARRANTS IYMrDIA 7f TRfA lM[NT.
A HYVROSfEDfD AREAS SHALL Bf IR/11 '., 7fD IN ACCORDANCE 1111TH TH[ FOLLDIIIING
CRITfRIA:
1. ALL SLOPES THAT ARf GtiAVt/; ti: 1 OR STEEP[R AND THAT ARf:
a. THREE TO EIGHT FEEi IN HEIGHT SHALL BE IRRIGA 7fD BY HAND
, WA 7fRING FROM QUICK COUPLfRSjHOSE BIBS OR A CONVENTIONAL SY.STtM
OF LOW PRE:CIPITA 1/0N SP9/NKL[R Hf ADS PROVIDING 100% COVERAGE.
b. CREA TfR THAN 8 FEFT IN >!EIGHT SHALL Bf WA 7fR£D BY A CON'{[NTION-
AL SY.S7fM OF LOW l'Rl'Ci?ITA110N SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: ,. SHALL Bf iRRIGA T[D AS APPROVED BY 111[ CITY
[NGIN£ER, PRIOR TO HY/1RO$Ei'DING. THE D[VELOPER SHALL SUBMIT A
PROPOSED SCHEMf 1V PROV/OF IRRIGA 110N TO Tiff CITY ENGINfER THE
PROPOSAL Sl1ALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
11-1£ ELEMfNTS OF Th[ Pk 1P(l"W SY.SJFM.
J. IRRIGATION SHALL MAINTAIN 11-1£ M0/5nJR[ LE>f:L OF /HE SOIL AT THE
OPTIMUM LfVEL FOR n1[ GR, 11TH OF TH[ HYVROSEfDfD GROWTH.
C. HYVROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOIIIING:
1. SEED MIX SHALL CONSIST OF NO :.ESS THAN:
a.
b.
c.
d.
e.
g.
h.
;,
20 lbs. PER ACRf OF ROS[ CLOVER
20 lbs. P£R ACRE: or lORRO FESCU[
3 lbs. PER ACRE OF£ SCHOOL CIA CAL/FORNICA
4 lbs. P[R ACRf OF ACHII LfA MILLfFOLIA
3 lbs. PER ACRE OF Ai \'SSIJM (CARPfT OF SNOW)
f. 1 /2 lb. P[R ACR[ OF DIMORPHOL[CA
ITEMS c,d,e, AND f Of THIS SUBSECllON MAY Bf OMIT7fD ()/·
LOCATIONS Wlli:Ri THE AREA BEING HYVROSEEDE:D 1S #OT \IISiilV .'POM
EJTl-lfR A PUBUC STREU OR RfSIDfNTIAL STRUCTURct
ITEM a OF THIS SUBSfCTION MUST Bf INOCULA 7fD IIIITr A N/TPOGEN
FIXING BAC7fRIA AND APPUfD DRY EITHfR BY DRILL/NC W
BROADCASTING B[F'Jor· "'/rJROSfEDING.
ALL SEED MA TtRIAr.o, !!Ai Bf. 1RANSPOR7fD TO THE .;IJ6.. . ,IV
UNOPfNfD CONTAINfRS W111J THE CALIFORNIA DEPAR7MEN7 F FOO,
AND AGRICUL TUR[ crRTIFICA nON TAG A TTACHfD TO, OR P/i:, ' TFD ''.'
SAID CO.'ITAINERS. '
NON-PHYTO-TOXIC wrmNG AGENTS MAY BE ADDED TO THE I 1JR(·'
SLURRY AT Tl/[ DISCRETION OF 1H£ CONTRACTOR.
2. TYPE 1 MULCH APPL/£0 AT 11-IE RA 7f OF NO LfSS THAN 2000 /b;s Pff ACRF
TYPE 6 MULCH (S1RAW) MAY Bf SUBSTITU7fD, ALL OR PART, FOf/
HYDRAUUCALLY APP "':. ;• MAlfRIAL. 'M/[N STRAW IS USED 1 · /Ill· ,
ANCHORfD TO TH£ ;,,,PE d~ MFCHANICALLY PUNCHING NO LESS H!M ,u,
, Tiff STRAW INTO THE SOI!
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA7f SULFATf, 16-20-_0, ll!'f,
15% SULPHUR APPUED AT THf RA 7f OF 500 lbs. PER ACRE:.
D. AREAS TO BE HYVROS£EDED SHALL Bf PREPARED PRIOR TO HYVROSEfD1NG llY:
I. ROUGHENING 11-IE SURFACE TO Bf PLAN7fD BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES ;;,'[£PER THAN 6: 1
b. HARROltlNG ARfAS 6: 1 OR FLA 1 7fR THAT ARE SUFFICIENTLY FRIA/IJLf.
c. RIPPING ARE:AS THAT ltl/,L NOT RR[AK UP USING ITEMS a OR b ABO'{[
2. CONDITION/NG THE SOILS SO !HAT IT IS SUITABLE FOR PLANTING BY: , .
a. ADJUSTING Tl-If SURFACf SOIi MOISTURf TO PROVIDE A DAMP 9/JT N<':
SA TURA 7fD SfED BfD. ,
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LfACHfNd! OR
COVERING SA/fNf SOILS TO PROVIDfD VIABLE: CONDITIONS FOR GROV'
E. HYVROSffDED ARfAS SHALL Bf MAINTAINfD -!O PROVIDE: A VIGOROUS GROWTH ~NL
!Hf PROJECT IS PfRMANfNTt Y LANDSCAPED OR, FOR ARfAS Wll[Rf HYDROS[[DINi
TH£ PfRMANfNT LANDSCAPING, UNTIL THE PROJECT IS COMPLf7fO ANO ALL BON[·
R£L£ASEO.
U: \1DA TA \eflglneering\4975\dwg\03-26-GP3.dwg. 0citf'' 6-28-04
LEGEND
GRAVEL BAG/SILT FENCE BARRIER
STABILIZED CONSTRC~TION ENTRANCE
HYDROSEEDING, Pl.ANTIN(), GEOTEXTILES, MATS
& FIBER ROLLS
/ /
co:o: ,:o:,:,
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7
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FF=223.5
PAD=223.0
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[" :~ GRAVEL BA~ -
SEE DETAIL 1& NOTES
ON THIS SHfET· EXIST.
\
HOUSE
EX. T.C.=221.5± EX. T.C.=220.5±
0 20,--___ 40 80
SCALE: 1 • = 20'
£XIS11NG GROUND
14'MIN.
PUBLIC RIGHT-
OF-WAY
I SO'MIN. ~ ™:
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIA T£ TRANS/110N
BfPM'EN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT-TO-SCALE
GRAVEL BAGS NOTES
1.) GRAVEL BAGS SHALL BE PLACED ALONG All STREET
AND DRIVEWAYS BASED UPON THE FOLLOWING
FORMULA:
GRAVEL BAGS SPACING (FEET)= 1.5'
STREET SLOPE
EXAMPLE: 12.00% STREET 1.5' = 12.5' SPACING
0.12
2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE
ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO PREVENT
SITE EROSION.
3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A
REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS,
ADJUSTING/REPLACING GRAVEL BAGS AND ONGOING
MATERIAL CLEANUP.
4.) STABILIZATION OF SLOPES IS REQUIRED UPON
COMPLETION OF SLOPE CONSTRUCTION. (I.E., TEMPORARY SEEDING
PLANTING, GEOTEXTILES, MATS, FIBER ROLLS, ETC.).
5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE
AT HIS OR HER DESCRETION GRAVEL BAGS OR
SILT FENCE PER DETAILS ON THIS SHEET.
3 BAGS HIGH -MAXIMUM
2 BAGS HIGH MINIMUM
TEMPORARY GRAVEL BAG
CHECK DAM
NOT-TO-SCALE
RCE 2.tot,7/ EXP. .3-31-Cl:, DA TE
REVIE'wED BY• -z;:;
INSPECTOR
l---+---+-----------1------+--i---t---i I sH3EET I CITY OF CARLSBAD I sH4r--s7 ENGINEERING DEPARTMENT j :==:'...=========::::....::=-=;
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING AND EROSION CONTROL PLANS FOR:
LOT "1171, MAP 6604
ANILLO WAY
Fl.E 4975
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---
RETAINING WALL
PER SHEET 2
CARLSBAD MUNICIPAL WATER DISTRICT
WILLIAM E. PLUMMER DATE
DISTRICT ENGINEER R.C.E. 28176
PAC BELL RISER
FH
W,J
/
+ CONC CURB
AND GUTIER MAORI LENA
PLANNING DEPARTMENT APPROVAL
(SIGNED)
DATE: / /
MICHAEi. /. HOLZIIILLER, PLANNING DIRECTOR
(SIGNED) DATE: I I
RECOMMENDED BY: ---~=c-==----(PRINT NAME)
WAY
'' AS BLJIL T'' YJJl lJ vS )L_ 1-s-ob
RCE 2b<o1 I EXP. 3-3/-()b
REVIE\./ED BY, ---/...:. r ... ,.
INSPECTOR
DATE
+---+----1----1----l I SH4EET I CITY OF CARLSBAD I SHE4ETS I
ENGINEERING DEPARTMENT
t----t---+----------------+----<l-----+----+-----1 ~=='-================-===--
FINISH GRADING PLAN FOR:
12-22-05 MW 1 AS BUILT / ADD SHEET 4
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LOT 471, MAP 6604
ANNILLO WAY
OWN BY: __ _
CHKD BY: __ _
RVWD BY:
PROJECTN67 DRAWING NO.
PD 0~6__J 419-1A
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