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HomeMy WebLinkAboutDWG 410-4A; PD 03-03; LEE RESIDENCE; 01-04GRADING NOTES (IN ADDITION TO 1HE REQUIREMENTS OF CHAPTER 15.16 OF 1HE CARLSBAD MUNICIPAL CODE.) 1. JHIS PLAN SUPERSEDES ALL 01HER PLANS PREVIOUSLY APPROVED BY 1HE CITY OF CARLSBAD REGARDING GRADING SHOWN ON 1HIS SET OF PLANS. 2. APPROVAL OF 1HIS PLAN DOES NOT LESSEN DR WAIVE ANY PDR110N OF 1HE CARLSBAD MUNICIPAL CODE, RESOLU110N OF CONDl110NAL APPROVAL, CITY STANDARDS DR 01HER ADDITIONAL DOCUMENTS USTED HEREON AS 1HEY MAY PERTAIN TO 1HIS PROJECT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 1HESE PLANS WHEN NON-CONFDRMANCc IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REUEVE 1HE DEVELOPER DR ENGINEER-OF-WORK FROM RESPONSIBIUTY FDR 1HE CORREC110N OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUC110N. ALL PLAN REVISIONS SHALL BE PROMP7L Y SUBMITTED TO 1HE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM 1HE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN 1HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERnFICA TE OF INSURANCE MUST BE FILED NAMING 1HE CITY OF CARLSBAD AS AN ADD/1/0NAL INSURED ON 1HE PERMITTEE'S POUCY IN 1HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. 1HE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RA11NG OF "A" AND A SIZE CATmORY Of CLASS VAS ESTABUSHEQ BY "BES1S" KEY RA 11NG GUIDE. 5. UNLESS EXEMPTED BY SEC110N 301.(b)5 OF 1HE UNIFORM BUILDING COD£ RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM 1HE BUILDING DEPAR1MENT. 6. NO WORK SHALL BE COMMENCED UN11L ALL PERMITS HA VE BEEN OBTAINED FROM 1HE CITY AND 01HER APPROPRIATE AGENCIES. 7. APPROVAL OF 1HESE PLANS BY JHE CITY ENGINEER DOES NOT AU1HORIZE ANY WORK DR GRADING TO BE PERFORMED UN11L 1HE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VAUD GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO 1H£SE PLANS WIJHOUT 1HE WRITTEN APPROVAL OF 1HE CITY ENGINEER, NOTED WIJHIN 1HE REVISION BLOCK, ON 1HE APPROPRIATE SHEET OF 1HE PLANS AND 1HE 11fil SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME 1HE PROPERTY OF 1HE CITY UPON BEING SIGNED BY 1HE CITY ENGINEER. 10. 1HE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDl110NS BY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 1HE WORK BY 1HE CITY. 11. ACCESS FOR FIRE ANO 01HER EMERGENCY VEHICLES SHALL BE MAINTAINED TO 1HE PROJECT SITE AT ALL nMES DURING CONSTRUC110N. 12. WHERE TRENCHES ARE Wl1HIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONALENG/NEER OF 1HE STA TE OF CAUFORN/A, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS MECHANICS. 1HE SOILS REPORT WILL BE SUBMITTED TO 1HE CITY ENGINEERING INSPECTOR Wl1HIN TWO WORKING DAYS OF 1HE COMPLETION OF FIELD TESTS. 13. A SOILS COMPAC110N REPORT AND COMPUANCE VERIRCA110N REGARDING ADHERENCE TO RECOMMENDA 110NS OUTLJNED IN 1HE SOILS REPORT JS REQUIRED PRIOR TO 1HE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER 1HE DIREC110N OF A PROFESSIONAL ENGINEER OF 1HE STA TE OF CAUFORNIA PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPUED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WIJH 1HE CITY OF CARLSBAD STANDARD SPECIF/CA 110NS ANO 1HE "EAR1HWORK SPECIF/CA 110NS" ATTACHED TO 1HE PRELIMINARY SOILS JNVES11GA 110N. DAILY FIELD COMPAC1/0N REPORTS WILL BE SUBMITTED TO 1HE PROJECT INSPECTOR. 14. A PRECONS1RUC110N MEETING SHALL BF Hfl D AT 1HE SITE PRIOR TO 1HE BEGINNING OF WORK AND SHALL BE ATTEN11ED BY ALL REPRESENTA17VES RESPONSJBLE FOR CONS1RUC110N INSPEC11DN SUP£RIAS/ON TES11NG AND All, 01HER ASPECTS OF JHE WORK. 1HE CONTRACTOR SHALL SCHEDULE JHE MEE1/NG 1HROUGH 1HE PERMIT CLERK (602-4601) AT LEAST FIVE(5) WORKING DAYS PR/DR TO STAR11NG CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1HE GRADING PERMIT WILL BE PROVIDED BY 1HE PROJECT INSPECTOR AT 1HE MEE11NG. 15. ALL INSPEC110N REQUESTS OTHER TflAN FDR PRECONSTRVC110N MEE11NG WILL BE MADE BY CALJ,ING 1HE ENGINEERING 24 HOUR JNSPEC170N REQUEST LINE AT (780) 602-2780. /NSPEC1/0N REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON 1HE DAY BEFORE THE INSPEC110N IS 1'/EEDED. INSPECTIONS WILL BE MADE 1HE NEXT WORK DAY UNLESS YOU REQUEST 01HERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FDR TWO FULL WORK DAYS LATER. 16. 1HE OWNER AND/DR APPLICANT 11-/ROUGH 11-IE DEVELOPER AND/DR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDfNG SHORING, AND SHALL BE SOLELY RESPONSIBLE FDR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALJH STANDARDS, LAWS AND REGULA110NS. 17. 11-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SUBMIT11NG A DETAIL PLAN TO 1HE CITY ENGINEER AND/DR CONCERNED AGENCY SHOWING 1HE DESIGN OF SHORING, BRACING SLOPING DR OTHER PROWSIONS TO BE MADE OF WORKER PROTEC110N FROM 1HE HAZARD OF CAVING GROUND DURING 1HE EXCA VA 1/0N OF SUCH TRENCH DR TRENCHES DR DURING 11-IE PIPE INST ALLA 1/0N 11-IEREIN. 11-/IS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA110N. IF 1HE PLAN VAR/ES FROM 1HE SHORING SYS7EM STANDARDS ESTABLJSHED BY THE CONSTRUC1/0N SAFETY ORDERS 11n£ 8 CALIFORNIA ADMfNISTRA11VE COD£ 1HE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT 1HE CONTRACTORS EXPENSE. A COPY OF 1HE OSHA EXCAVA 170N PERMIT MUST BE SUBMITTED TO 1HE INSPECTOR PRIOR TO EXCAVA 110N. 18. NO BLASTING SHALL BE PERFORMED UN1/L A VAUD BLAS11NG PERMIT HAS BEEN OBTAINED FROM 1HE CITY OF CARLSBAD. SUBMIT APPUCA 1/0N FOR BLAS11NG PERMIT WELL IN ADVANCE OF 1HE SCHEDUUNG OF BLAS11NG OPERA110NS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSJRUC170N, OPERA110NS WILL CEASE IMMEDJA TEL Y, AND THE PERMITTEE WILL N011FY 1HE CITY ENGINEER. OPERA 110NS WILL NOT RESTART UN11L THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM 1HE CITY ENGINEER TO DO SO. 20. ALL OPERA 1/0NS CONDUCTED ON 11-IE SITE DR ADJACENT JHERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 110N OF TRUCKS, EAR11-/MOVING EQUIPMENT, CONSTRUC110N EQUIPMENT AND ANY 011-IER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO 1HE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY 11-/RU FRIDAY AND NO EAR1HMOVING OR GRADING OPERA 170NS SHALL BE CONDUCTED ON WEEKENDS OR HOUDAYS. (A UST OF CITY HOUDAYS IS AVAILABLE AT 11-IE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-Sl7E HAUL ROUTES SHALL BE SUBMITTED BY 11-/E CO/l/TRACTOR TO 11-/E CITY ENGINEER FOR APPROVAL 7WO FULL W08K/NG DAYS PRIOR TD BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY 1HE CITY ENGINEER. 1HE CON1RACTOR SHALL BE RESPONSJBLE FOR ANY DEBRIS DR DAMAGE OCCURRING ALONG 11-IE HAUL ROUTES OR ADJACEWT S1REE75 AS A RESULT OF 1HE GRADING OPERA 110N. 23. BRUSH SHALL BE REMOVED ONLY WITHIN 11-/E AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON 11-/E PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL 11NG IN 1HE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. 1HESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY 1HE CITY ENGINEER DR AS DIRECTED BY 1HE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SEC170N. 11-IE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY COND/110N. ALL STONE$. ROOTS DR 011-/ER DEBRIS SHALL BE l'IEMOVED AND DISPOSED OF AT A SITE APPROVED OF BY 11-IE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABIUZED, PLANTED AND/DR HYDROSEEDED Wl11-/IN TEN (10) DAYS OF 11-IE 11ME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON 11-IE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED BY 11-/E CITY OF CARLSBAD LANDSCAPE MANUAL, 11-IE LANDSCAPING PLANS FOR 11-1/S PROJECT, DRAWING NO. NIA , AND/OR AS DIRECTED BY 11-/E CITY ENGINEER OR PLANNING DIRECTOR. 29. 7HE OWNER/APPLICANT SHALL INSURE 1HAT ALL CONTRACTORS SHALL COORDINATE 1HE WORK OF 11-IESE GRADING PLANS WITH 11-IA T SHOWN ON 8011-1 11-/E LANDSCAPE AND /RR/GA 110N PLANS AND 11-IE IMPFIU'1E'MENT PLANS AS REQUIRED FOR 1HIS WORK IN ACCORDANCE Wl11-I THE LANDSCAPE MANUAL 11ME REQUIREMENTS. C. \pWGt2\CIS&-Q>J>WG 12/12/94 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Wl1H A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE U1/LIZED PROVIDED DEP1tl IS LESS 11-/AN 15 FEET AND BACKFJLLED Wl1H 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOUD WALL PIPE. 31. WHERE AN EX/S11NG PIPE UNE IS TO BE ABANDONED AS A RESULT OF 11-IE GRADING OPERA 170N, IT SHALL BE REMOVED Wl1HIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PRDPERL Y COMPACTED SOILS. IN DJHER AREAS 11-IE PIPE WILL BE PLUGGED Wl11-I CONCRETE DR REMOVED AS APPROVED BY 1HE CITY ENGINEER. 32. 11-IE CONTRACTOR SHALL VERIFY 1HE LOCATION OF ALL EXJS11NG FACIU11ES ( ABOVE GROUND AND UNDER GROUND ) WITHIN 11-IE PROJECT SITE SUFFICJENIL Y AHEAD OF GRADING TO PERMIT 1HE REVISION OF JHE GRADING PLANS IF IT JS FOUND 11-IA T 1HE ACTUAL LOCA 110NS ARE IN CONFLICT WIJH 11-IE PROPOSED WORK. 33. 11-IE CONTRACTOR SHALL N011FY AFFECTED U11LITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR THEIR FACIL/17ES AND SHALL COORDINATE 11-IE WORK Wl11-I A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SJJG&E n8001· 7343 PACIFIC BELL 800 92-0123 ADELPHIA 760 438-7741 CITY OF CARLSBAD(STREETS & STORM DRAIN) 780 434-2980 "CITY OF CARLSBAO(SEWER,WATER & RECLAIMED WATER) (760)438-2722 "SAN DIEGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760) 744-0460 -OUVENHAIN WATER DISTRICT {760)753-64B6 "BUENA SAN/TA 1/0N DISTRICT (760)726-1340 *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CON1RQI l ED GRADING -11-IE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL 1HE WORK IN PROGRESS {15.16.120.ABJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PFRMI.T -1HE FOLLOWING REPORTs MUST BE SUBMITTED TO THE C/1Y ENGINEER VIA 1HE PROJECT INSPECTOR {15.16.120.AIO} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 17NG ALL GRADING IS COMPLETE. ALL EROSION CON"fROL, SLOPE PLAN11NG AND /RRIGA 1/0N ARE INSTALLED IN CONFORMANCE Wl11-I CITY CODE AND 1HE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPAR1MENT). (2) AS-BUJL T GRADING PLAN. (3) REPORT FROM 1HE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/1/ES, A STATEMENT AS TO 1HE EXPANSIVE QUAUTY OF 1HE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. 1HE REPORT SHALL ALSO INCLUDE A STATEMENT BY 1HE SOILS ENGINEER 11-IAT 11-IE GRADING WAS DONE IN ACCORDANCE Wl11-/ /HE REQUIREMENTS AND RECOMMENDATIONS OUTUNED IN 1HE PREUMINARY SOILS REPORT AND ANY SUPPLEMENTS 11-/ERETO. (4) REPORT WIJH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 11-IE CITY. 35. UNLESS A GRADING PERMIT FOR 11-IIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER 11-/E CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. 11-IE SOILS REPORT 177LED "PREUMINARY SOILS INVES11GA 1/0N FDR PROPOSED SINGLE FAMILY DWELLING LOT NO. 83 OF LA COSTA ESTA TES EL FUERTE CARLSBAD, CA" PREPARED BY NORJH COUNTY COMPAC1/0N ENGINEERING, INC., DA TED AUGUST 21, 2002 , SHALL BE CONSIDERED AS A PART OF 11-11S GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WIJH THE RECOMMENDA 1/0NS AND SPECIF/CA 110NS CONTAINED IN SAID SOILS REPORT AND THE CITY OF CARLSBAD GRADING ORDINANCE. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE 11-IA T I AM 1HE ENGINEER OF WORK FDR THIS PROJECT, 1HAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 1HE DESIGN OF 1HE PROJECT AS DEFINED IN SEC1/0N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND IHA T 1HE DESIGN JS CONSISTENT Wl11-/ CURRENT STANDARDS. I UNDERSTAND 11-IAT 1HE CHECK OF PROJECT DRAWINGS AND SPECIF/CA 1/0NS BY 1HE CITY OF CARLSBAQ DOES NOT REUEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIL/1/ES FDR PROJECT DESIGN. FIRM: SAMPO ENGINEERING, INC. ADDRESS: 274 RODNEY A VE. CITY. STA TE: ENC/NTAS, CA 92024 TELEPHONE: 760-=43t-066°L. BY: t/.. VIN!f!;T L. iZ!o DATE: I/-7-03 R.C.£ NO.: 44173 REGISTRA 110N EXP/RA 110N DA TE: 6/30/05 SOILS ENGINEER'S CERTIFICATE I, DALE R. REGLI, A REGISTERED GEOTECHN/CAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON THE DA TE OF AUGUST 13, 2002. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: tM £ ¥1= ~;_:~c_:~~0 -•'!~I no .. P.E. NO. ,, ~ ' c' 9J93 :, xp. 9/3010 DA TE: t/~. /J:. ,,_ 00 C /VI LICENSE EXPIRATION DATE: ~OFcALI• OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE. -o.3 DATE £v£.L '-Ai LE.£ '\-"\-o PRINT NA DA TE Exp: 6-30-05 CIV\\. OF CA\.X VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 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-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE mTH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. NIA OATED-.0.N~/A~--- 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY NORTH COUNTY COMPACTION ENGINEERING. INC. DA TEO AUGUST 21, 2002. 7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED ...r<,LIL--------- 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED -"',t.ti..------ /0. LE!XMJIA WASTeWATJ:'1<'. Ot5T/:/CT STAJ'ltJA!?D S,"'6<-s. DESCRIPTION PROPERTY B0UNDMY EASE.MENT LIi/£ EXISl1NG CONTOY/1 EXISTING EIE'h4110N NEW, CONTOY/1 NEW, EIE'MJJON GRASS OR I.ANOSCAPE/J $WAL£ 0/RECNON OF FLOW CONCRE"fE HARDSCAPE CONCRETE MASONRY RETAINING WALL (BY Sfi"ARA1f: PERMIT) PRJVA TE STORM DRAIN PIPE PRIVATE CATCH BASIN PRIVATE CATCH BASIN PRJVA TE STORM /JRAIN Cl£ANOIJT RIP-RAP EN£RGY 0/SS/PATOR G'<A \fl BAGS SILT FENCE fJf10W DITCH LEGEND DWG.NO. PER Pl.AN SDRSD C-5 S/JRSD 0-60 SYMBOL -----111m~-- 11J.so -SO----SD- BY 'NOS' -SIJ---11111-SIJ-- BY 'BROOKS' -~ BY 'BR00KS' -so-Q-sD- SDRSD 0-40, TYP£ 2 ll!J --0-----0---0-- SIJRSD D-75, TYPE '8' ⇒ ⇒ ⇒ QUANTITY 210 SF 495 SF 408 LF 14 1 1 1 1080 ± 277LF 150 LF CITY OF VISTA PACIFIC OCEAN LEGAL D£SCRIP710N: LOT 83, MAP NO. 8302 SOURCE OF TOPOGRAPHY CITY OF ENCINITAS TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD TOPOGRAPHY METHODS FROM INFORMATION GATHERED ON, AUGUST 14, 2002 BY SAMPO ENGINEERING, INC TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-491-08 TH[ CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS: N _ __;'-"'------~ f ___ l.Qll;e____ __ .__ __ BENCH MARK DESCRIPTION: 2 5" BRASS DISK STAMPW ""CJ SB 036'" LOCATION: SOUTH CORNER OF AL/CANTE RD. AND CORTE OF I A VISTA IN CURB DA TUM: CCS 83 CARLSBAD MUNICIPAL WATER DISTRICT SITE SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 COVER SHEET -GRADING NOTES ETC. GRADING PLAN EROSION NOTES AND DETAILS EROSION CONTROL LEUCADIA WASTEWATER DISTRICT GRADING APPROVAL APPROVED BY: LWD DISTRICT ENGINEER THE SEWER DISTRICT FOR THIS SITE IS LEUCADIA WASTEWATER DISTRICT. IT IS THE DEVELOPER'S RESPONSIBILITY TO MEET LWD REQUIREMENTS AND OBTAIN SIGNOFF PRIOR TO CITY APPROVAL. L#,'.~ L ~4i r2 /s/os 7 STEVE DEERING CE 26514 DATE EARTHWORK QUA.NTITlES CUT: 20l/_0 CY FILL: 2J!l er IMPORT: CY EXPORT: 1850 CY REMEDIAL: ,'iM CY (SI DUDEK AND ASSOCIATES EXP. 3/31/04 T APPROVAL DATE: lljt"3/0J "AS BUil T" v ·:IL"'-v IIICllAEL J. IIOIZMJIJiJII!, PLAl!NING DIIIECTOR RCE 'to/173 EXP. tf,-3o-D7 /Z-/"3-QS DATE C/1_;u_4-~C'YL-DATE:// /r3/ {) 3 1-R-E-VI-EW_E_D_B_Y_: -------------1 llECOMIIENDED BY:C!J1n"s Sex+on a, ·~ R g " /Z/,,k (PRINT NillEJ INSPECTOR~ •~ 'oAr- fsH¥7l CITY OF CARLSBAD j SH4EETS j t=====t====t================================1=====t====1=====t===:::: L_l_j ENGINEERING DEPARTMENT t-----l-----+------------------1---1---.i---1----1 GRADING PLANS FOR: LEE RESIDENCE LOT 83, MAP 8302 EL FUERTE STREET APN: 215-491-08 APPROVED LLOYD B. HUBBS 6r -«:±::...:;111a--::......eo&ra;,;;-:G,lz?2:,_.±.V,,:-,=~~'"';:_,,,,:;;.;c;,;·-t{:1'.-____ /2pe>/4,"3 b=-~l--c--f---,,_--c-c--=-------------l---_J..---1---e----l CITY ENGINEEfi' PE 2¥99 EXPIRES 12 31 05 DATE /z_-13-os u:;./ 1 AS-SUI LT --------------------F=-o°"Ac=TE:,::...jf.:'.1"°N,:::.llA-•L+'~""---..!:::.'-'::! ___________ -J. __ _j.. __ .j_ __ '--_ _j OWN BY: WRM PROJECT NO. II D4RJA··oWI·• _NG4NAO. WILLJAM E. PLUMMER DA TE DATE INJTIAL DATE INJTIAL CHKD BY: jljef p,n 03_03 DISTRICT ENGINEER RC E 28176 ENGINEER OF WORK REVISION DESCRlPTION RVWD BY u . · - -OTHER APPROVAL ClTY APPROVAL . '. JN: 02-127 8/8/03 ( "" "' () N,n ~-8 £ "' ' <C:~ (!) O:<:t- If),,-.. £ 0 "' a: -'" z- w 0 z,x w w"' '~ ~ >-o (!) w"' µ.I (b z "' 0 >-I w "'"' C,,,., 0 2 "" 0.:..-... a.. uo W<b :ii: " ~ m c:i l ''. N~ w >- ; a-@- ' • CONCRETE MASONRY RETAINING WALL PER SDRSD C-5 BY SEPARATE PERMIT E"ifi,'llft, , ,.. '1 f;. F1''"1 -......,____ '---.;ic~~2% _J_ n2s\'i%rnf-'-----M~ ~~:,.,- CONCRETE MASONRY RETAINING WALL PER r SORSD C-5 BY I I SEPARATE PERMIT NOT£: SEE DETAILS 'A' & 'B' FOR ADDITIONAL INFO. NEW FENCE AT PROP. I . • ;,tJ,;i,J?tf' 'ftlMIRAFI 140N (;£OF ABf?IC NEW FENCE AT PROP. 18" NEW FENCE AT PROP. LINE I 18" WIDE X 9•1 DEEP BROW DITCH PER SDRSD 0-75 30" LINE FINISH GRADE FG DEEi8 ",.,JYJW D1r&J PER SDRSD D-7~ 3,,::::4", 3/4" GRAVEL WRAPPED IN MIRAFI 140N GEOFABRIC LINE CONG. ENCASEMENT I Aif"s//Jfs f}OfJ/1,f USE :JOOOPS/ CONG. T SCALE: 1"=10' SLOPE TO OUTLET s:rJ{~f~!J~ CONCRETE DWY. CROSS-SECTION @ PROPERTY LltJrf 0 CROSS-SECTION @ PROPERTY LINE NTS ® CROSS-SECTION @ PROPERTY LINE NTS © i ' ' -T"✓ \ I!'' ---{ ,•--iL';... .' 0 5 10 20 BEGIN BROW DITCH FL 367.5 J.1 . . . . . \ . 24" WIDE\ X.-9" DEEP .(MIN; }-<iRASS -,11-_,.,,' \ OR LANDSCAPED , SWALE @ 2% MIN. PER DETAIL 'D' &---..C.:-.--.1 CITY OF CARLSBAD STANDARD / DRAWING GS-15· . -.. ·. __ ... ·\ \ APPROX/MA TE \ ;:, LOCATION .. / ·., EXISTING 8"~ SEWER MAIN. ' \ \ \ \ \ EXISTING SEWER EASEMENT PER CARLSBAD TRACT NO. 75-4 \ 10' .--- \ 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICA/'/IT, PR/VA TE ENGINEER OF WORK, OR CONTRACTO{? FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. \ 2. ALL DESIGN, MATERIALS, AND CONSTRU(YTION WORK SHALL CONFORM TO THE LEUCADIA/ WASTEWATER DISTRICT LWD SEWER STANDARDS ~~fc1~?cl':/1~NRfi'-IJtE#5Gl~ W~Pf 57f&PARP CQ!j,STRUCTIBH;{§fl,EENBOOK) AND THE IRE(j/gli,_AL fJ W.,O/'l?VENrA-5rf:tJNM.9f I F;lf~Wrllf~;s. STANDARDS GOVERN. I C:\P¥K.12\CLSB-GP.DWG 12/12/94 TW 365.\0 · (363.0) FL BROW / 78". WIDE X laEEP .• .·· . FL BROW 356.5 rtONCRETE M~SONRY RETAINING ,WALL PER SDRSD c~5 ~ OW ••··. y,e;· 350.00 ,,., IE 346.25 '·· q00= rS f"G 360-~ TW 364~0 , 361-0 ~1·. TYPE 'B' Bpow DITCH.·· ) FG 358.0 , / • TW 362.0/ i PER SDRjiD D-75 .· i-f----+--/-/~~-:::: FG. 356 . .15 N 2472'31/-191.30' J..--7--.1--7' / ' ;., • / . ⇒ 5' / 4 <t I ·::...L.1 •.• <I . 356.2 356. TOE OF •SLOPE 35 .65 <l 4 <l,j <I. <l <I / <I <l. i <l J2.7$ / I -1- / I <I <l <I NEW FF 356.7 PAD 356.0 <l 4 <I <l <I 355.15. Ll <l <I PlANlER . <l 353.1/5 ' I. -i I ' <I /'" PVT. · ---,..-,/4._@ 8.3%" <!~~.· co i IE 3W- . <I I ' •\\ >,...? 8" PVT. / . STORM DRAIN I @2% <I l)EM@LISH ,,,,----,i:;,.X/STING TREE ) . C()NJ:JECT NEW WATER SERVIOL[O BACK OF WATER MEltR·(Cl-:t:Y.JQ t'NSTALL METER) ---------- (f 16' WIDE P.C.C. DWY PER SDRSO G-14 1----¥/--1,<l~ '\(FL.342.)0) 4' WIDE CURB OUTLET PER SDRSD ., D-25, TYPE 'A' ,. SAWCUT & MATCH SPECIAL N01ES: 1. ROOF DOWNSPOUTS TO BE CONNECTED TO PR/VA TE STORM DRAIN SHOWN HEREON WITH 4• SOLID WALL PVC (SOR 35) @ 1% SLOPE, MIN. 2. PR/DR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY. 3. BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDATIONS. 4. THE CONCRETE DRIVEWAY CROSS-SECTION SHALL BE AS RECOMMENDED BY THE SOIL ENGINEER, BASED ON R-VALUE TESTS. THE MINIMUM DRIVEWAY SECTION SHALL BE NOT LESS THAN 6" P.C.C. OVER 4" CLASS II BASE OVER 6" OF RECOMPACTED NATIVE SUBGRADE SOIL UNLESS THE SOIL ENGINEER IND/CA TES OTHERWISE. REINFORCEMENT AND JOINTS PER STRUCTURAL OR SOIL ENGINEER. 5. CONCRETE SIDEWALKS AND PATIOS SHALL NOT BE LESS THAN 4" P.C.C. OVER 4" CLEAN SAND, UNLESS DETERMINED OTHERWISE BY THE SOIL ENGINEER PRIOR TO CONSTRUCTION. JOINTS AND REINFORCEMENT PER STRUCTURAL OR SOIL ENGINEER. 6. PR/VA TE STORM DRAIN PIPE TO BE 6" DIAMETER PVC (SDR-35 MIN.} @ 1% MINIMUM SLOPE, UNLESS NOTED OTHERWISE. 7. THE EXISTING TOPOGRAPHY AS SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY SAMPO ENGINEERING, INC. ON 8/14/02. 8. A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DA TED JANUARY 22, 2003 AS ORDER NO. 1168804-9, WAS PROVIDED BY THE OWNER AND REVIEWED FOR EXISTING EASEMENTS. SAID PRELIMINARY TITLE REPORT REVEALED NO EASEMENTS OF RECORD ENCUMBERING THE SUBJECT PROPERTY AS OF THE DA TE OF SAID REPORT. 9. ALL BU/LDfNG PAD GRADING SHALL BE IN CONFORMANCE WITH CITY OF CARLSBAD STANDARD ORA WING GS-15. \ i \ 356.1 o,oa= 1.31 CFS · b V -6.2 FPS ,.., . .£.Xf O?.T. CURB :PR/VA TE CATCH BASIN KEY NOTES I HP4 · .. IE OUT 340.20 FL OUT 340.00 18"X18" 'BROOKS' TYPE CONCRETE CATCH BASIN WITH STEEL GRATE I I I I I ,SJ ;~v I I - \ . • VT. . . M DRAIN,- co • • ►. 356.1 -- ,: I I . 6: 1 48.op I 6" PVT. if ,· SrpRM . . 1 7. ~ °fA!N 8"• PVT. STORM DRAIN@ 15% IE SEWER 341.0Q IE SD 342.34 q00.-c 1.05 CFS V •= 11.9 FPS ' V \ D-40, TYPE 2. USE NO. 2 BACK/NG 12" f±./4 ' ;~ 4' \ RJP-RAP ENERGY DISSl·P. A TOR PE.R SDRSO.. 'I ---/( 7 . \ THICK OVER\.12• THICK D. G. FILTER BLANKET , 1~11---11 J--, . .-,, ·, >.. \ 0,00= 0. 39 'CFS · , · , ~ ....:,.._:::,. ~ /" \VSWALE= 3.7 FPS ______ --· --\ / ' \ :.---'. I 11 , ', --' ' I ' ·' ' I , ,. • •. ', \ i ( · I FESS/ · 1.L·s -. $ No. 441713 rn m Exp· 6·30 ::o . · · ~II-"<-~· "of( .-,c.,...,,- et\J\ · F Cf'; 0 ·@ 12 "XI 2" 'BROOKS' TYPE CONCRETE CATCH BASIN WI TH STEEL GRATE 18"X18" 'BROOKS' TYPE CONCRETE CATCH BASIN WITH REMOVEABLE SOLID COVER TO CLEAN OUT 18"X18" CATCH BASIN & A TR/UM GRATE BY 'NOS' OR APPROVED EQUAL 12"X12" CATCH BASIN & GRATE BY 'NOS' OR APPROVED EQUAL © •, 8"¢ GRATE BY 'NDS' OR APPROVED EQUAL "AS BUil T" tL ' /Z.,-/-S-05 RCE t/t/173 EXP. '--30-07 DATE . --:·c '-'.;: --·-·' REVIEWED BY: PROfERTY LINE~ -7. ,AP;;;;;VAL OF THIS P~ N BY LWD ~OES NOT CONSTITUTE A REPRESENTA~O"f' OF 'mj _;: . l2.}f4' [:,:p;:C _____ _,.N jj-ij4•0~· w ·, 173.48~ • jf!i~C~fJuffo Wm./,{c1,,p N st· s~uP!~/f1~1r!flif&i ~?JlisDfJr~tllifp~~tl I '1 :====:=~==:==============================:=====:===::====:===~~I_S_H2_E_E_T_I._I_N_SP_E_C_TO_R __________ ,-::-4:-E-TS-I •. 8. A.2-JNCH HIGH ·s· SHALL E INSCRIBED ON THt; cuRB,FACE AT EACH L'AIERAL · ,, CITY OF CARLSBAD · , LOCAUON BY THE CONTRACTOR. ' , , ENGINEERING DEPARTMENT ' , I '· , '· \ t---j----t------------------1---t---+---t---l ~;:;:;~;:;;'::;;:~;;::::;:~=========::'..':::==~ ' . I 9. A 10 GAGE SH{l£LDED COPPER E SHALL, BE BURIED OVER EACH LA TER,4;L · THE. • ' GRADING PLANS FOR: ,· , I , . OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE F04LOWED AT T"TIMES WITHOUT EXCEPTION. / ,' . · I ' WIRE SHALL EXTEND, UP TO A 2· co ER TAG TIED AND SOLDERED TO THE 'l(IRE. THE LEE RESIDENCE TAG OVER THE SEWER MAIN SHALL TEf?!,f~f:IA TE, 6" ABOVE PAVING SUB GRADE i WITH . · LOT 83, MAP 8302 4. THE CONTRACTOR SHALL H,tVE A COPY OF THE SEWER NOTES 2 & 3. DOCUMENTS ON Jt!E JOB SITE A T ALL TIMES. / • • \ // ' ~ \ 5. THE CONTRACTOR SHALL.' GUARANTEE ALL WORK FOR A PERIOD 0F ONE YEAR AFTER THE 'DA TE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY..PROVE DNECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD •WITHOUT EXPENSE WHATSOE~R TO LWD. :' / ~5::·_3 . . / / _·. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR-SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A l#INIMUM OF 48 HOURS NORGE TO LWD./PRIOR TO CONSTRUCTION. / . FINAL LOCATION JUSF. EJELOW PAVING. VHt:. TAG OVER •THE CUSTOMER END OF' THE · LATERAL $HALL EXTEND ABOVE GRADE\UNTIL CONNECJED AN[} SHAU. THEREAFftR BE i EL FUERTE STREET BURIED AT THE POINT'OF CONNECTION., ,. . ' · i , · i APN: 215-491-08 10. ALL SEWERS AND LA'ltk~LS SHALL k WAYNE BALLED, LOW PRESSURE Ak TESTED! APPROVED LLOYD B. HUBBS OY AND TELEVISED AT 1Hli APPLICANT /CONTRACTORS EXPENSE P.R/OR TO CONSIDERA TIOfi ! /4 C < ~~ ~~ , .2,h~-,; FOR FINAL! ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CQNSTRU(i:TION Or-I · CITY ENGINEt'RPE"13899 EXPIRES 12 31 05 DATE ALL OTHER UTILITIES AND UTILITY LA7!RALS. .· ' '• 1 • ' . , , .•r.1z=---=1,:--05-:::-t-(J,c:-'.;t./.,-;--t--,,1"A'i-:::--:-B\J=-:-:-IL:-::T::--------------1---+--+---t---1 11. ALL SEWERS AN@ LATERALS SHALL BE IN PLACE AND SHALL HAVE FINALiAPPROVAL' DAIT INITIAL DAIT 1NmAL DAIT INITIAL g~~Dsi~,_wa_·_M_, PDPROJEOJc~N0°3· I DRAWING NO. BY THE' LWD INSPECTOR PRIOR TO AV/NG. ' . . I . ' ' ENGINEER OF WORK REVISION DESCRIPTION 01H£R APPROVAL CITY APPROVAL RVWO BY: . 410-4A JN: 02-127 8/8/03 ""' 0 '""' ~(D z "'0 I <'. <D ""' c:i " w-z «o <D a: -i's z- w <3 .. zx w w <'. ~ z 0 c:i <D "' <D z ,_o u, I w <D 0 ..., 0 z" o_ a.. Uo W<D ::i: u, " -(D <( I ·: \ N~ ' Cl) '"w '"~ ' -@-' , EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK JS REQUIRED, CONTACT CA/TI_/N KELLEY ARCHITECTS AT (858) 793-6026. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAJLABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIUTATE RAPID CONS1RUCTION 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 CON1RACTOR SHALL RESTORE ALL EROSION CON1ROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CON1RACTOR SHALL INSTALL ADDITIONAL EROSION CON1ROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CON1RACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 1RESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CON1ROL 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 PROBABIUTY 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 THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION 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 FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: C. D. E. 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE 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 ACHILLEA MILLEFOUA 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 APPUED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CAUFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPUED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAUUCALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTIUZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPUED 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 COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTI_ Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. COND/110NING 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 PERMANENTI_ Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDJNG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. EXISTING GROUND _L 14'MIN. PUBLIC RIGHT- OF-WAY 50'MJN. 1' 8" MIN. PROFILE PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTF/UCRON EN TRANCE AND PUBLIC R!GH T-OF- WA Y STABIUZED CONS'fRtJCTION ENTRANCE FLOW ---- 1€1~,illi'i/ IJ <l ,.........., I ,-... 4" VERTICAL FACE EMBEDDlNG DETAIL FLOW--- , --WIRE OR NYLON BOUND BALES PLACED ON THE ~ CONTOUR Ji ·~, ~ . il!f ,,_ -- 2 RE-BARS.STEEL PICKETS.OR 2"X 2" STAKES 1 1/2' TO 2' IN GROUND ANCHORING DETAU " DRAINAGE AREA LESS THAN 1 ACRE STRAY 84!,E DIKE 1. SET POSTS AND EXCAVATE A 4 BY 4-IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL 9 IN. Fill. SLOPE '" '" ...... MIN. 2 FT Sll.T FENCE EARTHEN RIDGE lj.....,...,.111 --- II'rrM1 11 _ _ I111clli I illlmlli 11llli'rrMiak IIaMmclli*W~ IIm1 I1nm I m1 I m;;;----!!lrr-~A1 Ill......., lr-""111111-'---"--'-ll ,..,....,-I' UNLINED Sll'AJ,E & BERM I WIRE SCREEN I FILTERED WATER GRAVEL FILTER- ...... ,., ··-"'""' .. ......................... ,, . ...... .. ··-" '"' I RUNOFF ''1-111"41I--Ill WATER WITH ·~l'slT lli311 ~ SEDIMENT """jlt=III-IJJ Ill -1 it= (i SEDIMENT .... - DROP INLET WITH GRATE CONCRETE BLOCK --- BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WITH GRATE COMPACTED SOIL TO PREVENT PIPING 2X6 STRUT(S) RUNOFF WA 1ER WITH SEDIMENT STAKED STRAW BALE 2X6 STRUT(S) FILTERED WATER STRAW BALES STAKED WITH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS FLOW 2X6 STRUT(S) REQUIRED WHEN NOTED ON PLANS HAY BALE Sll.T 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 4-"-6" LOGS 24" 18" t LOG CHECK DAM A POINTS A SHOULD BE HIGHER THAN POINT B HAY BAJ,B CHECK DAM 6 IN (15 CM) I 24 IN (61 CM) (A) j COARSE AGGREGRA TE t FLow--•-24 IN (61 CM) 0 (B) L=DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION ,--, 11=111--::111';;1 -I1I-=I I l'c? GRAVEL CHECK DAM DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE BYDROSEIIDING STR.lll' BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LlffliD SWALE LEGEND QUANTITY 1 ±5000 SF 277 LF SYMBOL ..;,......,,--,,--,,,.......,,,........, .,I,,........,.,,........,.,........,,........,,,........,. ..; ,--,, ,--,, ,........, ,,........,. ,........, ----- 150 LF ==:> ==:> ==:> -,._,....._ I I BLOC][-SORl!:EN-GRAVEL Sll.T BASIN ' HAY BALE Sll.T BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHil!ICK DAM RIPRAP QFESSJ ~i L. s ~ No. 44173 m Ex : 6-30 m IIJ.---r ,;/. ' = -•-■ ~ I • 1.2 CY "AS BUil T" f/ :/ ___/,.. /Z-/3-QS ' V RCE c../~173 EXP. /,-'xJ-07 DATE CIVI CA ~WED BY: • I,< Q, Q ry INSPECTOR l---l-----+--------------+----+----+---+------II S3HEET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ::;;:;;;RAD::::;:;IN=.;:;'..G.':::P;;LAN::=.:;·;:S :;FO;;:;R=: =========-'===~ LEE RESIDENCE LOT 83, MAP 8302 EL FUERTE STREET APN: 215-491-08 APPROVED LLOYD B. HUBBS Q Y _.,_/4;.._.~..,""--<ee<d«.JQ"'-4,/7."'----"~::..::::..-"'~~•==----/'%./J,f.:,J l----,--"7"1-,--,,..,..----f--,.--,=--=--------------!---+--.J..---l----l CITY ENGINE# PE 2~1RES 12 31 05"7 DI\TE IZ-/3-0> IAf,J AS-8\111.T l-'--=-"'oA~TE~e'"l"'Nl~llAL~~!L!.!'--"'-"'"-!..-------------l---DA-TE--1-IN_lll_Al-+-D-A-TE-I-I-Nl-llAL---I , rgc!!~~K:!e:D...!B~"-~'-'-: ~"=·=~=-·=1 • ___ P_R_O-JE_C_T_N_O_._~I D4R1AO.WI-NG4NAO. ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL J3VWD BY: _ PD 03-0J . 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' ~.ai.,,,,5 F ·------· ---7 TEMPORARY SILT FENCE PER DETAIL (SEE PAGE 3 OF 4) No. 44173 Exp: 6-30-0 E SCALE: 7"=70' 0 5 10 20 '1,.:'., '._-r ' BUil T" 1/ • 2:: RCE 'f</173 DATE ,a/ If{?? r: INSPECTOR DATE l------t--t------------+---+---+---+------11 SH4EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ::===-============-====: DATE 1Nll1AL DAlE INITIAL DAlE 1Nll1AL ENGJNEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL GRADING PLANS FOR: L££ RESIDENCE LOT 83, MAP 8302 EL FUERTE STREET APN: 215-491- APPROVED LLOYD B. HUBBS d T ~✓,,' vr. ~ CIDENGINIT p~7EXPIRES 12 31 OWN BY: PROJECT NO. CHKD BY: RVWO BY: PD 03-03 JN: 02-127 8/8/03 DRAWJNG NO. 410-4A 0 z CJ z a: w w z CJ z w 2 ~ <( en I l -------,,--'-;-I l