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HomeMy WebLinkAboutDWG 404-1; MS 01-17; BRISTOL COVE; 01-04GENERAL NOTES 1. 1HIS PLAN SUPERSfDES ALL 01HER PLANS PREVIOUSLY APPROV£D BY 1HE CITY OF CARLSBAD REGARDING IMPROvfMENTS SHOWN ON 1HIS SfT OF PLANS. 2. APPROVAL OF 1HIS PLAN DOES NOT LESSEN OR WA/VF: ANY PORTION OF 1HE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAi., CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO 1Hl5 PROJECT: TH£ ENGINEER IN RESPONSIBLE: CHARGE: SHALL REVISE: THESE: PLANS WHEN NON-CONFORMANCE: IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE: 1H£ DEVELOPER OR ENGINEER- Of-WORK FROM. RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CON$fflUCTION. ALL PLAN REVISIONS SHALL 8E: PROMPTLY SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL BE: REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A . CERT/FICA TE OF INSURANCE: MUST 8£ FILED NAMING 1H£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERM/TTEE'S POLICY IN TH£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE: OF LIABIUTY. 1H£ INS,,,UR.,,_A~NCE""----- COMPAN'f f'(R/77NG THE POLICY MUST HA\£ A RATING OF 'A• AND A SIZE CA TE GORY OF CLASS V AS ESTABLISHED BY 'BESTS' KEY RA TING GUIDE. 5, NO WORK SHALL BE COMMENCED UNIIL ALL PERMITS HA VE: BEEN OBTAINED FROM THtr CITY AND OTHER APPROPRIATE AGENCIES. 6. REvlSION OF 1HESE: PLANS MAY 8£ REQUIRED IF 1HE PROPOS£D IMPROVEMENTS AR£ NOT CONSfflUCTED PRIOR TO 1H£ DEADLINE DA 7f OF 1HE IMPROVEMENT AGREEMENT. 7. NO RE:VISIONS WILL 8E: MADE TO 1HESE: PLANS WITHOUT 1HE Wl?ITTEN APPROVAL OF 1HE CITY ENGINEER, NOTED Wl1HIN 1H£ RE:vlSION BLOCK, ON 1HE APPROPRIA T£ SHE:E:T W 1HE: PLANS AND TITLE SHEE:T. 8. ORIGINAL DRAl'rlNGS SHALL BECOME 1HE PROPERTY OF 1HE CITY UPON BDNG SIGNE:D BY 1HE: CITY ENGINEER. 9. 1H£ ORIGINAL DRAl'rlNG SHALL BE REVIS£D TO RF:FlECT AS-BUILT CONDITIONS BY 1H£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE: OF 1H£ WORK BY 1H£ CITY. 10. ACCESS FOR FIR£ ANO 01HER EMERGENCY VEHICLES SHALL BE MAINTAINED TO 1HI! PR0£CT Sl7f AT ALL TIMES DURING CONSfflUCTION, 11, WHERE: fflENCHES ARtr Wl1HIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEE:T, (8) LABORATORY WORK SH£E:TS AND (C) COMPACTION CURvfS, SHALL BE SUBMITTED. BY A PRQFfSSIONAL ENGINEER W 1HE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 1H£ FIELD OF APPLIED SOILS MECHANICS. THtr SOILS REPOR'r; WILL Bf SUBMITTED TO THE CITY ENGINEERING INSPECTOR Wl1HIN TWO WORKING DA )'.5 OF COMPLE:TION OF FIELD TESTS. 1H£ WRITTEN FIELD COMPACTION REPORT(S) SHALL Bf IMMEDIATELY SUBMITTED TO 1HE: CITY ENGINEERING INSPECTOR UPON COMPLETION OF 1HE FlflD TESTs. 12. A PRITONS1RUCTION MffTING SHAil BE HEl D AT TH[ S17E PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTAT/vfS RESPONSIBLE FOR CONSfflUCTION. INSP£CTION. SUPE:RVIS/0~ TESTING AND ALL OTHER ASPECTS OF 1Hli'. WORK. £ CONTRACTOR SHAU XHEDiJLt THE MEETING THROUGH THE PERMIT CL£RK{4J8-J6J4) AT LEAST Flvf(5) WORKING DAYS PRIOR TO STARTING CONSfflUCTION. APPROvfO DRAIWNGS MUST Bf AVAILABLE PRIOR TO SCHEDULING. 1 J. ALL INSPECTION REQUESTS OTHER THAN FOR PR£CONSTRUCTION MEETING WILL BE MADE BY CAWNG THE ENGINEERING 24-HOUR INSPECTION REQUEST UN£ AT ~6i9w38-3891.INSPECTION REQUE:STS MUST Bf RECE:IVED PRIOR TO 2: 00 P.M. N fl" DAY BfFOR[ THE INSPECDON IS NFFDfD, (iiSPECTTONS MLL BE MADE TH! NEXT WORK DAY UNLESS Y(}U REOUE:ST 01HERWISE. REQUESTS MAD! AFlER 2: 00 P.M. l'rlLL BE: SCHEDULED (OR TWO FULL WORK DAYS LA TIJ!. 14. THE OWNER AND/OR APPLICANT 1HROUGH THE DE:VELOPER AND/OR CONTRACTOR SHALL DfSIGN, CONSfflUCT AND MAINTAIN ALL SAFETY D[VICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE: FOR CONFORMING TO ALL LOCAi., STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 15. THI! CONfflACTOR SHALL CONFORM TO LABOR CODE SECTION 670S BY SUBMlmNG A DfTAIL PLAN TO THE CITY _ENGINEER AND/OR CONCERNED AGENCY SHOl'rlNG 1HE DESIGN Of SHORING, BRACING stOPING OR OTHER PROVISIONS TO BE MAD£ OF' WORKER f'f!f)TECTION FROM THE HAZARD OF CAvlNG GROUND DURING THE £XCAVATIOI'/; OF SUCH fflENCH OR fflENCH£5 OR DURING 1HE PIPE INSTAL.iATION 1HEREIN. 1HIS PLAN MUST 8E: PREPAR£D FOR ALL fflENCHES FIVE FEE:T (5) OR MORE IN DEP7H AND APPROvfO BY 1HE: CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 1HE SHORING SYSTEM STANDARQS f$TAR/ lSHFD BY THE CONSOOlCDQN SAffD'. ORD£RS, 1171 E II CALIFORNIA ADMIN/SlRAII\/£ CODE, THE PLAN SHALL BE PREPARED BY A REGISTIJ!ED ENGINEER AT 1HE CONTRACTORS EXPENSE:. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. //1" ANY ARCHAfOLOG/CAL RfSOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSfflUCTION, OPFRATIQNS 11!/L WSf /MMEDIAID l". AND 1HE PERM/TlEE WILL NOTIFY 1HE CITY ENGINEER. OPERATIONS \l,ILL NOT RESTART UNTIL TH£ PERMITTEE HAS RECEIVED Wl?ITTEN AUTHORITY FROM TH£ CITY ENGINEER TO DO SO. 17. ALL Of>ERA T/ONS CONDUCTED ON 1H£ SITE OR ADJACENT 1HERETO, INCLUDING WARMING UP, REPAIR, ARRIVAi., DEPARTURF: OR Of>ERA TION OF muCKS, EARTHMOVING EQUIPMENT. CONSfflUCTION fQUIPMfNT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE: LIMITED TO THE PERIOD BETM:EN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY 1HRU FRIDAY AND NO fAR1HMOVING OR GRADING OPERATIONS SHALL 8£ CONDUClED ON 'M:EKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE: AT 1H£ ENGINEERING DEPARTMENT COUNTER.) 111 ALL OFF-S/1E HAUL ROU1E:S SHALL BE SUBMITTfD BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONlRACTOR SHALL BE RESPONSIBLf FOR ANY DEBRIS OR DAMAGE OCCURRING ALON(: THE HAI/L ROUTE OR ADJACENT smEETS AS A RESULT OF THE GRADING OPERATION. . 19. NO BLASTING SHALL BE: COMMENCED l'rlTHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. 1Htr EXISTENCE AND LOCATION OF UTILITY smUCTURES AND FACILITIES SHOWN ON 1HE: CONSfflUCTION PLANS 'M:Rtr OBTAINED BY A SEARCH OF 1H£ AVAILABLE: RECORDS. . ATTENTION IS CALLED TO 1HE POSSIBLE: EXISTENCE: OF 01HER UTILITY FACILITIES OR smucTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON 1HE: PLANS. THE CONfflACTOR IS REQUIRED TO TAKE OU£ PRECAUTIONARY M£ASURES TO PROTECT THE UT/UT/ES SHOWN ON TH£ PLANS AND ANY OTHER EXIST/NG FACILJTIE:5 OR smucTl.!RES NOT SHOWN. 21. 1HE CONfflACTOR SHALL VERIFY THI! LOCATION OF ALL EXISTING FACILITIES (AB0>£GROUND AND UNDERGROUND) Wl1HIN THE PRO.ECT SITE SUFFICIENTLY AHEAD OF TH£ CONSfflUCTION TO PERMIT 1HE R£VISION5 OF 1HE CONSlRUCTION PLANS IF IT IS FOUND 1HAT 1H£ ACTUAL LOCATIONS ARE IN CONfl.lCT Wl1H 1H£ PROPOSED WORK. . 22. TH! CONTRACTOR SHALL NOTIFY AfFEClED UTILITY COMPANIE:$ (SE£ BELOW) AT LfAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 1HDR FACIUTIE:5 AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-41.33 SOG&E 760-438-6200 PACIFIC BELL 760-489-3441 ADELPHIA COMM. 760-438-5241 CITY OF CARLSBAD(SfflEETS ,t STORM DRAIN) 160-4.34-2980 'CITY W CARLSBAD(SEWER,WAlER .t RECLAIMED WA1ER) 760-438-3367 'SAN Dl[GUITO WATER D1Sffl/CT 760-753-1145 tEUCADIA COUNTY WAlER DISffllCT 760-753-0155 VALLECITOS WAlER 0/SffllCT 760-744-0460 OOVENHAIN WA l[R DISffllCT 760-753-6466 'BUENA SAN/TA TION 0/SffllCT . 760-565-5657 ;15 APPRWRIA TE 0< \DWG12\CLSII 11'.DWC 12/12/94 STREET NOTES 1. ACTUAL smUCTl.!RAL SECTIONS WILL 8E: DETERMINED AFTER "R" VALUf 1ESTS HA v£ BfEN CONDUC1ED BY A PROFESSIONAL ENGINEER OF 1HE STA 7f OF CALIFORNIA, PRINCIPAi.LY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,ON 1HE PREPARED BAS£MENT SOIL THf "R" VALUE TESTS AND 1HE ENGINEERED smucTURAL SfCTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVl£W AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BtfORf: THE WORK BEGINS. 2. smEET LIGHTS SHALL 8E: INSTALLED AS SHOWN ON THESE: PLANS,UNDERGROUND CONDUIT RUNS, 5£RV,C£ POINTS AND HAND-HOLES SHALL BE SHOWN ON THE 'AS-BUILT' PLANS. NO DIR[CT BURIAL smEET LIGHT FOUNDATIONS WILL BE ALLO'M:D. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. J. ALL UNDERGROUND UT1LIT1£5 AND LATERALS SHALL BE INSTALLED PRIOR TO CONSfflUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STRE£Ts. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE mm A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE UTILIZED PROvlDEO DEPTH 15 LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD 5-4 TYPE •c• AND P!Pf MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE: AN EXISTING PIPE UN£ IS TO BE ABANDONED IT SHALL BE REMOVED Wl1HIN TWENTY FEET OF BU/WING OR STR£ET AREAS AND REPLACfD l'rlTH PROPERLY COMPACTED SO/lS. IN ,OTHER AREAS THE PIPE WILL BE PLUGGED l'rlTH CONCRE:7f OR REMOV£D AS APPROVED BY 1HE CITY ENGJNE£R. 6. WHEfLCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA AOMINISfflA Tl VE CODE. 7. smEET mEES SHALL BE INSTALLED PER SfCT/ON IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIR£ HYDRANT MARKERS SHALL BE Pt.ACED IN THE smEET WITHIN THE UM/TS OF WORK OF 7HIS PLAN P£R SDRS D WG Ml 9. 9. ALL SURvf'f MONUMENTS AND POINTS 1HAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUAlED, AND DOCUMENlED PER THE PROFESSIONAL LAND 5UR>£YOR5 ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. I SEWER NOTES I. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE: Wl1H 1HE "CARLSBAD MUNICIPAL WATER 0/SffllCT'S SEWER SYSTEM -DESIGN CRl1ER!A, STANDARD DRAW1NG5 AND SPECIFICATIONS', ANO 1HE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSfflUCT/ON, LA TEST EDITION (GREEN BOOK). 2. THE CONfflACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSffllAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSfflUCTION SAFETY ORDERS. J. BcfORE ANY CONNECTION TO THE 0/SlRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM 1HE 01sm1cr. IT MUST 8E: SIGNED AND APPROVED BY THE 0/SffllCT'S ENGINEER AND SUP£RINTENDENT. 4. BcFORE CONSlRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. S. 1HE CONTRACTOR SHALL NOT/FY THE CITY OF CARLSBAD ENGINEERING INSPECTION 411 HOURS PRIOR TO THE BEGINNING OF CONSfflUCTION. . (JELEPHONE Na [619] 438-.3891) WATER NOTES I. WA lER MAIN AND APPURTENANCES SHALL BE CONSfflUCTED IN ACCORDANCE W11H 1HE "CARLSBAD MUNICIPAL WATER 0/Sffl!CT'S PROCEDURAL GUIDE -GEN£RAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIF/CATIONS FOR CONSfflUCTION OF PUBLIC POTABLE WA7£R FACIUTIES,DA7fD OCTOBER 1993, OR THE LA7fST REVISION. 2. THE CONfflACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSlRIAL SAFETY BEFORE: ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSfflUCTION SAFETY OROCRS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM 1HE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROV£D BY 0/Sffl/CT ENGINEER AND D/Sffl/CT SUPER/NfflNDENT. 4. A PRECONSfflUCTION CONFERENCE: MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSfflUCT/ON BfGINS. 1HE CONTRACTOR SHALL NOTIFY THE CITY Of CARLSBAD ENGINEERING INSPECTION 411 HOURS PRIOR TO B£GJNNING OF CONSfflUCTION (1ELEPHON£ N0.[619] 438-3891) FOR SCHEOUUNG. s. NO mEES OR smucTURES SHALL BE ALLO'M:D IN THE WATER LINE EASEMENT. ALL EXISTING mEES AND smucTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE Wl?ITTEN P[RMISSION FROM 1H£ 0/Sffl/CT [NGJN[[ft. 6. THE EXACT HORIZONTAL AND >£RT/CAL ALIGNMENT AND TYPE W MATERIALS OF 7HE FIRE UN£ LOCA TEO 8ETM:EN THE DElECTOR CHfCK VAL v£ AND BUILDING SHALL BE DETERMINED BY THE CITY W CARLSBAD FIRF: MARSHAL 7. ALL RECLAIMED WATER MAINS AND APPURlENANCES SHALL BE: CONSlRUCTED IN ACCORDANCE l',IT/-1 TH£ "CARLSBAD RECLAMATION RULES ANO REGULATIONS FOR 1HE CONSfflUCTION OF RECI.AIMfD WATER MAINS -CARLSBAD MUNICIPAL WA lER DISTRICT', OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPUR1ENENCf5 SHALL BE PROTECTED BY MEANS OF CA 1HODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS 7fST REPORT AND DEMONSTRATES THAT PROTECTION CAN Bf PERFORMED IN ANOTHER MANNER, 1HE 0/SffllCT ENGIN££R WILL CONSIDER AN ALTERNATlvf FORM OF PROT£CTION. 9. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL POTABLE WAlER MElERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATIJ! ME:TER BOXES SHALL BE: 17" X JO" X 12• POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL 11. MINIMUM SPACING BETM:EN POTABLE: WATIJ! LATERALS AND SE'M:R SERVICES SHALL BE 5 FT. 12. 1H£ TOP W THE WATER ME:lER BOXES SHALL 8E: FLUSH Wl1H THE FINISHED SURFACE: GRAD£ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM 1HE ENGINEER Of WORK FOR 1Hl5 PROJECT, 1HAT I HA VE EXERCIS£D R£SPONSIBLE CHARGE OVER 1HE DESIGN OF 1HE PRO.ECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT TH£ DESIGN 15 CONS/SlENT Wl1H CURRENT STANDARDS. I UNDERSTAND 1HAT THE: CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE: ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: A QUA TERRA ENG/NITRING INC ADDRfSS: 1841 CAMPE51NO Pl ACF CITY, ST.: OG£ANSIQ£ CA 92054 ::,EPH°21;439 ~± GA UPSKA R.C.E. NO.: RCE~~2=J=OB=O~-------- REG/SfflA TION EXP/RATION DA TE: 12/3=1,L"/0=5~--- VICINITY CITY OF OCEANSIDE HIGHWAY-7B - PACIFIC OCEAN REFERENCE DRAWINGS 401-IA BRISTOL COVE GRADING PLANS MAP 354-7 ADAMS smEET IMPROvfMENTS (EXISTING) 149-8 PARK DR. ET AL (SHEE:T 15) J69-9 ADAMS smEET FOR M.S.96-01 (SHE[T 4-) JJl-5 ADAMS smEET ALIGNMENT $Tl.JOY (SHEE:T 9) SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THfSf PLANS WAS GENERA TEO BY CANYON LANO SURvfYING BY nao SURvfY ME1HODS FROM INFORMATION GATHERED ON JUNE 25, 2002 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDAROS. PROJECT LOCATION 1HIS PROJECT /5 LOCATED Wl1HIN ASSESSORS PARCEL NUMB£R(S) 207-150-13 THE CALIFORNIA COORDINATE INDEX OF 1HIS PROJECT 15 N t:- TEMPORARY BENCH MARK DESCRIPTION: EXISTING SFWFR MANHOI E RIM LOCATION: ADAMS STREET RECORDED: -,-,-=,----------------ELEVA T/ON: 4""•._,7.,_I _________ DA 7UM: __ _ . ' WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, Rl;MEDIAL '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, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON TI7ESE PLANS. TI7E GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT TH£ TIME OF CONSTRUCTION, AS DIREClEO BY TI7E CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. TI7IS SET OF PLANS 4. TI7E STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT ANO RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES DAlED OCTOBER 16, 2001, PROJECT NO. 040437-001 6. TI7E SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. CALIFORNIA COASTAL COMMISSION APPLICATION NO. 6-02-69, DATED: JULY 12, 2002 LEGEND TI-1E QUANTITIES LJSlED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DOES NOT RfLJEVE TI-1E CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF TI-1E QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEl.4ENTS REQUIRED FOR TI-11S PROJECT. DESCRIPTION DWG.NO. SYMBOL It PAVEMENT -4• It/ 6' ClASS II l?ASE OR />S SPECIFlED BY GEOTECHNICi\J.. ENGINEER (T.I. =5.0) CONCREIE CURB AND GUTTER S.D.R.S.O. G-2 (6") GUARD RAIL CONCREIE SIDEWAI.K MASONRY RET.'JNING WAl.l (BY SEPARATE PERllll) AC BERM 1 • WATER SERVICE CONNECTION SEWER lATEIW. SEWER ClfANOUT TRENCH RESURFACING S.D.R.S.O. 11-30 -11-41 S.D.R.S.O. G-7, G-9, G-10 S.D.R.S.O. C-4 (TiPE 4) S.D.R.S.O. G-5 (TiPE A) C.M.W.D. DWG. W3 C.M.W.D. DWG. S1 S.D.R.S.D. S-3 S.D.R.S.D. G-24 (lYPE B) --0---0--- ;ii • ~ ... QUANTITY 115 S.F. 115 L.F. 122 L.F. 518 S.F. 618 S.F. 28 L.F. 1 EACH 1 EACH 1 EACH 144 S.F. PLANNING DEPARTMENT APPROVAL CITY OF CARLSBAD FIRE DEPARTMENT "A5,.,,63UILT" C!M-\~. rn, REQUIREMENTS n I ..? 1/ ~e ~•~-"-»Am 11 / t /oz_ NO. or F.H.(s)rJlllkF.FLow __ G,P.M. OUT OF _r.H.{s). ./1 (,.,. I...._. 3 / 3 o/ ()(,, IIICHAHL I. HOUIIJU.ER, PUNNING DIR8CTOB BLDG. SPRINKLED '/Ee~ .. F.FLOW __ G,P.M. - · ! ,, ,, • 1., 1., / ? ~ P.E. ?"l:D r;v EXP.'-JJ O DATE .....-;::::: Z::~ DATE'-f>/ !,//0:1-1--'-"'-'-'~"""--'l),e_:•_,~~<,~\~l!!!e. ... __ .. !.L,,Ll,_,1..t!!':4~'-1-----,-,,------------1 (sfGNJID) FIRE MARSHAL 'IF DA lE REV19.'iD B"f'A_ /J/1 • RECOl!llENDIID BY: W~9 G/e < ~ ~ (Prum'-~ 1NsP£CToR 1---ll----t---------------_je---1---l---l----1 IMPROVEMENT PLANS FOR: t---+--t-------------1----l---jf---l----l BRISTOL COVE t---+--t-------------1----1---jf---1----I ADAMS STREET rn AP~OVED LLOYD B. HUBJ!S Q" /" / ~ ~// . . ~ 'z/417,:J CITY ENGINEE""PE 23880'7 EXPIRES 12/31 /05 DATE ,1\ l---;D""A"""TEc-f-;;IN-;;;ITI""'A-;-L+'-.._---------------+---1---11----J...-~ DWN BY: -~-, PROJECT NO. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL ~~~g ~~; MS 01-17 /CP 01-08 ' DRAWING NO. 404-1 ) , / i ,.. i PM 30 --~ ----,·- ' ,. - ' :S "" n 0 __, ~-&!~ c;'j ( )TOP C lS--u 0 -PROP SED CU 0 a~. v~ a "' + VI ' :?l 0 LIP> -• ... • "' Q "' ... ~ + :,... I'.'}~ D •• 0-----00 t ~ z .., L.1.r + t~ :,;;< 8 ' N ~ ~T mu - §~ ~ + + ... ,,,,... A» " fficoco 8 g 0 0 12 "' g 0, % -~ ,,, ' -a,°" ...:1 "' ..,. c--1. 15__ -0 t--0 oj zo~ c;' "' i':? S-0.8% , ' ' ~"do 130+ g S--0. " --' ~ ,© '"'1'5-~ <:, :,: [,! s, -1.\% - ' a, v .B% c-r---~ -s, -• f:-0.1% --- NEi -- ' _....,(, ... :~ ~~ -=-XISTING GRADE ,T NEW CURB ;i_ ~ ~ ~ ... "' r -~~:!:\ t ,.., 0 • ;;:, N " ;Ji' ; ., --, ~ ~ :;,: n .., N ~ ,..._ :!, A; + Jffi iN~( :;,: ~ 'R-Ofl &--C -AST SIDE ' c,,"-c '1-- / 1 ~ ,CALE HO ,. VE T: 1' =2' / . 12 " n --····--- 42+50 42+40 42+30 42+20 42+10 42+00 41+90 41+80 41+70 41+60 41+50 41+40 41+30 41+20 41+10 41+00 40+90 4D+B0 40+70 40+60 40+50 40+40 40+30 40+20 40+10 40+00 39+90 39+80 39+70 39+50 39+50 39+40 39+30 39+20 39+10 I - .. a_ ------ ,, -tc:-'° 'aj' 0, ,.., "' ~ ... t ,.., N ! 0 i ! ::t ~ " " -i .... .n f., ,s ~ ~ :..: t2 ~ u.. ' ~ ~~---e--------~-- ----, __ --~ ----- • ------~-----~--------• --· -- :.'. --..,... EXISTI JRFACE ALONG NE PAI TED S GPA ENT CENTER ..,... --• / " ----- L., / / • _,, 12_ - -. -·- // ;:;;-/ ......4 ,_,, " -"' --- - 3-// t2 / • // I ,n ---· --- __] :l:N1l R,LINI PA' :-sr1 ,n t'fl:Vf 1cr:-EM[N -fPll'h, SCA~E: H RZ: 1' =, 01 V RT: , "' ,. 42+50 42+40 42+30 42+20 42+10 42+00 41+90 41+80 41+70 41+50 41+50 41+40 41+30 41+20 41+10 41+00 40+90 40+80 40+70 40+60 40+50 40+40 40+30 40+20 40+10 40+□0 39+90 39+80 39+70 39+60 39+50 39+40 39+30 39+20 39+10 PAR NO. 3 10178 o ___ __cc_30 60 - - - -- Scale: 1 • = 2:0' ADAMS STREET PROFILE SEE CROSS SECTION PROFILES ON SHEET 3 ADAMS STREET PLAN SCALE: 1 "=20' TEMPORARY BENCH MARK DESCRIPTION: EXISTING SEWER MANHOI E RIM LOCATION: ADAMS STREET , RECORDED:------------------ELEVA TION; 4=.,CL_ _________ DA TT.IM: ___ _ EXISTING ROAD \\1DENING IMPR0,£1,JENTS PER Dll'G. NO. 354--7 ~ C; \DWG12\CLS8-JP.DWC 12/12/94 ·---17''--e----V.2i\ I (1- a, "' a i5 . "" I la I:! ~ i'.S 15 la~ 1 ~I I~':; j:,-j-=-f ss:,s ,,1 L.JI · 1 I _,/'/EXISTING SI u ---' I ,; / SURfA~ GRADE @j-~ 25' / (VARIES) i'5 m /,,,,. ~I = / 0 ~ °'I d d ~ ; ~ Wiif'INING® I MAXIMUM EXPOSED HEIGHT = 3' I EXISTING SLOPE CONSTRUCTION LEGEND FOR SURFACE IMPROVEMENTS (D AC PAVEMENT -4• N:-/ 6" CLASS II BASE DR AS SPECIFIED BY GEDTECHNICAL ENGINEER ~ ® CONCRffi CURB AND GUJTIJ! PER S.D.R.S.D. G--2 (lYPE G) (D GUARD RAIL PER S.D.R.S.D. M-38 TI-JROUGH M-41 © GUARD RAL FLARE {rrPE 9) PER S.D.R.S.D. M-35 © 4.5' WIDE CONCRffi SIDEWAU( PER S.D.R.S.D. G-7, G-9, G-10 @ N:, BERM PER S.D.R.S.D. G-5 (TYPE A) @ MASONRY RETNNING WAil PER S.D.R.S.0. C-4 (TYPE 4) @ 3.5' HIGH PEDESJRVIN PIPE GUARDRAIL-POST TIPE PER S,0.R.S.D. M-25 (TYPE B) WITHOUT HAND RAIL NOTE DESCRIPTIONS @ EXISTING EDGE OF PAVEMENT <8) EXISTING AC BERM TO REMAIN © EXISTING AC BERM TO BE REMOVED @ EXISTING CONCRETE CURB TO REMAIN <E) EXISTING CONCRETE SIDEWALK TO REMAIN <E) EXISTING PAVEMENT (LANE) STIRIPING TO REMAIN © EXISTING GUARD RAIL PER DWG. NO. 354-7 TO REMAIN @ PORTION OF EXISTING GUARD RAIL PER DWG. NO. 354-7 TO BE REMOVED (19.5') Q) EXISTING 8" SEWER PER DWG. NO. 149-8 (SHT. 15) TO REMAIN © EXISTING 1 0" WATER MAIN PER DWG. NO. 149-8 {SHT. 15) TO REMAIN SYMBOL LEGEND DESCRIPTION SYMBOL ELEVATION, TOP Of FOOTIN~--TF ELEVATION, TOP Of WALL ____ TW ELEVATION, TOP Of CURB ___ re ELEVATION, TOP Of BERM ___ TB ELEVATION, FINISH SURFACE FS ELEVATION, FINISH GRADE---~_G ELEVATION, TOP Of GRATE ___ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ____ fl ELEVATION, FINISHED FLOOR ___ FF ELEVATION, TOP Of STRUCTURE __ TOP ELEVATION, INVERT ELEVATION __ IE ELEVATION, EXISTING ____ (950.50) ELEVATION, PROPOSED ___ 950.50 DETAIL REFERENCE ~ETAIL LABEL 0 i!" ~i,~•t• /40PeN l+£ACJ JOIN'('$ AT f30TTD/1 i!.OIJ!ZSI! . I ,ll H I '° ("".1 ;g;, \..,....EXISTING SLOPE i C,P3/,t:' IZO,t.J< PEil / ,: ,J• ~ 1, 5'MIN. OFFSET TO SLOPE FACE '\:I505HEET NO. LINEAR FOOr OF W,4ll. \ I I TYPICAL IMPROVEMENT LAYOUT DETAIL NO SCALE P.E. T" 3/Jo/b( EXP. rz/11/0] • DATE 1--,----l------+--------------jf--------+---+----1----11 SHE2ET I CITY OF CARLSBAD I SHE4ETS I ENGINEERING DEPARTMENT ;:=='....'.::::==========-=====! IMPROVEMENT PLANS FOR: BRISTOL COVE 1----+--1-------------1----1--~,__-1-----1ADAMS STREET DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL APPROVED LLOYD B. HUBBS d'r A ~ • , ,/ ~ ££0~'dc2:::,e~~"-,/~<'.Zi~~;a:;~c~•~-/(L____ --1//11/r, 3 CITY ENGIERP£23it9 EXPIRES 12 31 05 y 1JATE DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. MS 01-17 /GP 01-08 DRAWING NO. 404-1 i i j ' ' l " I , . . l 'I ' , I I I ' . ; rl~At'@ ~i D ---17 I', ~ ' uJ •• L IP ~ ~ :J I~ . ,, .~ 'J J 1:; 15_ ~ l3 0.. ~~ :::, Ii • '-, I!._ ...--' I -. ' • 'I l_ I J> RETAIN! IG WAL ~ EXIS NG-SURF ,CE GR DE AXIS NG SLl PE . , n I I LJ " I ---- \An" . -I ,n I I ,, CROSS CTION ,TA 40 ~75 ~ I '° SCALE: HORZ: ~, • I 1 =, VERT: 1· =2 ' ,, ,. o+oo 0+20 0+40 0+60 OtBO ©~~fl?_ '-1 v~rPlW l~N@ C: r; " u ' ,c ~ I -a g ~~ ~ ' -+ ' • ....-1 2! '--.)J - Ii ' ---. " -~~ ~E I~ EXIS11 ~G-I SURF CE GR, I I • "' ,n i,. 1RETAIN NG WAL ® • " ' \.,EXI ,11NG , _OPE ' '---HL \ :RO<:SI -\ ,. CTION TA 41 00 ,n C', HORZ: 1· =2 VERT: 1· =2' -I ,. I ,n o+oo 0+20 0+40 0+60 0+80 - -17 ~G .v ,,-'~EW ~N@ ARD ' uJ \I ,. l~ -I.I. ( ~ Is . ' ,'>-' 1, I~ .. i l:a, ';;1 '. ~ "- ~f ~ ' "--I!._ -I ''1J--CJ I I • ' " ,, EXIS 'G -SURF CE GR DE ' ' l2_ J1 RETAIN lG WAL ® . vfXI' nNG SL IPE • I ,n I · 1,0 o, " ' 'n ' -I , 'ROSSf CTION TA 41 20.38 \ ;a__ ' "'~ ' ----- ~CALE: , HORZ: ~ I VERT: 1 =2 ' '7 0+00 0+20 0+40 0+60 0+80 ADAMS STREET CROSS SECTION PROFILES '-----=30 60 Scale: 1' = zo• ~~~~~, CIVIL ENGINEERING • LAND PLANNING (4 4 erra Engineerina Inc. 0: \DWC12\CLS8-IP.CWC 1843 Campesino Place Oceanside, CA 92054 ele: (760) 439-2802 · Fax: (760) 439-2666 12/12/94 (J)QUARP ' - 7'---j:EDES ~it~ ' -IPE _A: -,, -N 0 '° "' ~ '!i-• -f"' I~ , .. l= I " ~ ---,-~ ' \ "' .. /~ L 0.. \ a "' . 15 0.. " / 1f!1 _A:: EXIS11N \ 113 ~RETAI ING W LL@_ " Slj 3 a< " \,.-EX S11NG LOPE M \ ""''"' , -. .. -\ I ' ,n " -- ~ ;ROSS~CTION TA 39 98.06 , ,CALE: , HORZ: 1· .=2 ' VER T 1' = ' ,n o+oo 0+20 0+40 0+60 0+80 (D~~~RD ~ ,r-ir m~~ ) .. 7 l2 :::i "l ' -~11 ri ~ .. L u z "-~ / I~ :::, :::, ' ~. ~ ·1 I~ 15_ ·, Ja.Ji-I 1g; ,/ ~, \ [8: LA, " ,,,_ / )[ I I VEXIS11 G - ' SURF CE GR, ' n w-RETIINING \ ~LI@ ., \ I .. 1,.-t ,,SllNG' -I ' I " ~l,n 7 ,, CROSS CTION TA 40 OD-I I I, n SCALE: HORZ: 1· =2 I VERT: 1· =2 I ,, ~ '° 0+00 0+20 0+40 0+60 0+80 ~~~tR [,,\'JI fSJ~r ® ' '7 -·t-1--,. 0 "' ,.J '!i--2! ,. ' :::, . :;:; -- ~ ~ :;i I: If 5 ~ ' ,o,, ;; ,c ~ ' 2i1 '\ -a ' ,,-( -r---l: " -----,,. EXIS NG DE I \ ' SURF CE GR " -r ,. CI ~"""i ... 'I - _A: \ ,n -1: -· I I " - TIC "'7 r ,, CROSS CTION ,TA 40 25 -HL SCALE: HORZ: · 1· "'t ' - 1\ VERT: I' =2 , ,_ ,o o+oo 0+20 0+40 0+60 O+BO ,.~~~{t ' / rPt5iFA1 -~ ' !::! .. i.. I, , i :;l: Is ~ ~: : ~ ~~ • di ,;;;i ' • E I~ ,,:, _ '--.., -_--'@; ' C ,--t,-[8: iL ---\ "" ..___, I 1. ' ... ,' -, EXIS11 G ... """ SURF CE GR, E \ ' I --EXIS NG Slf 'E ,o ---- . .. " 1A1'17 , CROSS CTION TA 40 50 -\ rn SCALI: HORZ: 1· =i . - vl:RT: 1' =2 ,, -,a D+DO Dt20 0+40 0+60 0+8D ADAMS STREET CROSS SECTION PROFILES COVE DRIVE IMPROVEMENTS SCALE: 1 "=2D' CONSTRUCTION LEGEND FOR SEWER AND WATER IMPROVEMENTS ® 1' WATER SERVICE CONNECTION @ EXISTING WATER SERVICE ® +• SEWER LATERAL ® SEWER CLEANOUT ® EXISTING SEWER LATERAL ® TRENCH RESURFACING C.M.W.D. DWG. W3 C.M.W.D. DWG. Sl S.D.R.S.D. S-3 S.D.R.S.D. G-2+ {TYPE B) CONSTRUCTION LEGEND FOR SURFACE IMPROVEMENTS (I) AC PAVEMENT -4' />t,f 6' CLASS K BASE OR "5 SPEClflED BY GEOTECHNl¢,IL ENGINEER ~ (D CONCRETE CURB AND GUTTER PER S.D.R.S.D. G-2 {TYPE G) (D GUARD RAIL PER S.D.R.S.D. M-38 THROUGH 11-41 © GUARD RAIL FLARE (TYPE 9) PER S.D.R.S.D. M-35 © 4.5' WIDE CONCRETE SIDEWALK PER S.D.R.S.D. G-7, G-9, G-1 D @ AC BERM PER S.D.R.S.D. G-5 (TYPE A) @ MASONRY RETAINING WAil PER S.D.R.S.D, C-4 (TiPE 4) @ 3.5' HIGH PEOE:TRIAN PIPE GUARDRAIL -POST TYPE PER S.D.R.S.D. M-25 (TYPE B) WITHOUT HAND RAIL TEMPORARY BENCH MARK SYMBOL LEGEND DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTINc,_ __ TF ELEVATION, TOP OF WALL ____ TW ELEVATION, TOP OF CURB ___ re ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE FS ELEVATION, FINISH GRADE ___ __..G ELEVATION, TOP OF GRATE ___ TG ELEVATION, HIGH POINT ~---HP ELEVATION, LOW POINT LP ELEVATION, FLOW LINE ___ __,L ELEVATION, FINISHED FLOOR FF ELEVATION, TOP OF STRUCTURE~TOP ELEVATION, INVERT ELEVATION __ IE ELEVATION, EXISTING ____ ,(950.50) ELEVATION, PROPOSED ___ 950.50 DETAIL REFERENCE /c)\'DETAIL I.ABEL 'C!l,;SHEET NO. J /?~Jo 1, EXP. I ljJJ/07 DATE D£SCRIPTION: £'~!t§.:¥J.,rn..JMllll/Jllill..J=:__m/'L_ __ ~~=1---=c===========c=c~c=c=i I sH~ET I c1TY o F CARLSBAD I sHE4ETs I iOCA T/ON; ADAMS STR££T :==oJ==-===E=N=G=IN=E:::ER::l::NG::::::::D::E::PA::R::TM:::::E::NT:::::=='--':==~ R£CORD£D: IMPROVEMENT PLANS FOR: £LEVA TION: 4~1__ ________ DATUM: _-t:::::i=:----t---t-----------------t---+---t---+---I BRISTOL COVE PREPARE U DER P ISION OF: ___ ,t_~'f_~~~ ATEi.PJlvdL GARY UPS RCE 23080 EXPIRES 12/31/05 1---'--+---,f--------------+----+--+---+---I ADAMS STREET APPROVED LLOYD B. HUBBS 9 .L',4..,.,{.,,,,,~~?f.,e_,_ • .£.Vi¼=~~-n-,,;""''/4,a,___ ___ 'ffipd3 CITY ENGll4{ER PE2~89 EXPIRES 12 31 05 I' DATE 1----,,...,..,,,,-1--~+<-..__ _____________ -i __ -l-_ __jl----l----l DWN BY: __ _ ~A TE INITIAL 1-'-D:..:.A TE:.=......L::IN:..:.lll::_:AL::+....:Dc..:A.:.:TEc......J.-"IN.::_lll.::_AL=--1 CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. MS 01-17/CP 01-08 DRAWING NO. 404-1 CMWD _____ _ I ' i PLOT DATE: 1. 2J-0l ir1i:1I.·. --------- ) l ! I EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE \,APPIN AT 714-981-3680 . 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ·· ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT _ LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN .RAIN IS EMINENT. . a 3. DEVICES SHOWN ON PLANS .SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. ' 4. THE CONTRACTOR SHALL RESTORE ALL EROSIO!i CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION Of THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL ' 5. THE CONTRACTOR SHALL INSTALL ADDITIONAi,. EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TQ UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS :. WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ¥. ·' 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. ' 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD Gl;:RMINATION 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 IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: . A. HYDROSEEDING SHALL BE APPLIED TO: B. c. 1. ALL SLOPES TiiAT 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: c a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO 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 IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: , 1. ALL SLOPES THAT ARE GRADED 6:1 Oij STEEPER AND THAT ARE: o. 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 1 00% 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 IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF THE ELEMENTS Of THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF ALYSSUM (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 o 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 TI-IE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. r EROSION CONTROL NOTES{continued) • 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15" SULPHUR APPLIED AT THE RATE OP' 500 lbs. PER ACRE • D. 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 AREA$ 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE • 2. CONDITIONING THE SOIL$ SO THAT IT IS SUITABLE FOR PLANTING BY: o. 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. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PAR 3 M NO. 10178 ADAMS STREET PLAN R.O.S. EROSION CONTROL TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 5D% OF THE STRAW INTO THE SOIL SCALE: 1 "=20' 30 0: \l)WG12\CLSll-lf'.DW!I o'-----~30 60 Seo.le• l' = 2 0' CIVIL ENGINEERING • LAND PLANNING · erra Engineerino Inc. 1843 Campesino PYace Oceanside, CA 92054 ele: (760) 439-2802 Fax: (760) 439-2868 12/12/94 TEMPORARY BENCH MARK DESCRIPTION: FXISTING SFWER MANHOI E RIM LOCATION: ADAMS STREET . . RECORDED: aEVA TION: -4-,c--------------=D-A--:TIJ-M-,----_ ----~-':J.-__ _ __ DATE},P).?,,_'{)_pt GARY Lie,tKA RCE 23080 EXPIRES 12/31/05 NO. 16964 PLAN \ GRAVEL BAG RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED (I)GRAVEL BAG CHEVRON NDT TO SCALE 1. SE:T POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM> TRENCH UPSLOPE F~OM AND ALONG TH£ LINE OFi POSTS, 2. STAPLE WIRE FENCING TO THE POSTS. 4, BACKFILL AND COMPACT THE EXCAVATED SOIL. ~ SILT FENCE '37 NOT TO SCALE SYMBOL LEGEND DESCRIPTION SYMBOL ELEVATION, TOP OF FOOTIN~--TF ELEVATION, TOP OF WALL ____ TW ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE FS ELEVATION, FINISH GRADE ___ _,G ELEVATION, TOP OF GRATE ___ TG ELEVATION, HIGH POINT ---~ ,p ELEVATION, LOW POINT LP ELEVATION, FLOW LINE --~L ELEVATION, FINISHED FLO!lR~ __ FF ELEVATION, TOP OF STRUCTURE __ TOP ELE'.VATION, INVERT ELEVATION -~E ELEVATION, EXISTING ____ (950.50) ELEVATION, PROPOSED ___ 950.50 DETAIL REFERENCE ~ETAIL LABEL \l_;(;SHEET NO. Tu 3 /30/0, EXP I lj'IJ Loi r DA~E 1--~t----+------------+---+--~1----+---1 I SHE4ET I CITY OF CARLSBAD f S)iE4ETS I :======E=N=G::::IN=E::::ER:=l:=NG:::::::::D::::E=PA:=R:=TM:::::::E:=NT===-':==~ f--Hl---+-----------------jl----+--f----+---1 EROSION CONTROL PLAN FOR: DA 1f INITIAL DA TE INITIAL DA TE INITIAL ENGINE~R OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL BRISTOL COVE ADAMS STREET APPROVED LLOYD B. HUBBS r1 ao&~«= ... ~~v«.._,,_,~~-~,M,~~~ .,,,ht1/" ':7 CITY ENmNkRPE2Jis9EXPIRES 12 31 os'l DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. MS 01-17 /CP 01-08 DRAWING NO. 404-1 l i i i 1 ! ! ?'. f f ' ( ' ti f ,, L ' t l~ ~ l i' 1 [\r>" ;.::\-,. ll .0~]_803 j ~ i I