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DWG 455-2A; PIP 06-07; BRESSI RANCH LOT 15; 01-08
GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COOE.} I. THIS PLAN SVPERSEIJ£S ALL OTHER PLANS PREVIOUSl Y APPR0'.£0 BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN ODES NOT LESSEN OR WAI'.£ ANY PORTION OF THE CARLSBAD MIJNIC/PAL CODE, RESOLIJTION OF CONOITIONAL APPROVAi., CITY STANDARDS OR OTHER ADDITIONAL OOCIJMENTS LISTED HEREON AS THEY MA r PERTAIN TO THIS PRG.ECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS O/SCO'.£REO. J. CITY APPROVAL OF PLANS OOES NOT REI.IE'.£ THE DEl/£1.0PER OR ENG/NEER-OF- WORK FRO!I RESPONSIBILITY FOR THE CORRECTION OF ER/?0/?S ANO OMISSIONS 0/SCOVEREO 0/JR/NG CONS'TRIJCTION. All PLAN REVISIONS SHALL BE PROMPTLY S/JBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER lfflJ. BE RFQIJ/REO FOR ANY WORK IN THE PIJBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CERT/RCA TE OF INSURANCE 11/JST Bf FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSIJREO ON THE PERMITTEE'S POLICY IN THE MIN/MUii AMOUNT OF lt,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY COMPANY WRITING THE POLICY MUST HA'.£ A RA TING OF •i Yif Wr AND A SIZE CATEGORY OF Cl.ASS V OR BETTER AS ESTABLISHEO Y " _ __LRATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b}5 OF THE UNIFORM 8/JILOING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FRO!I THE 8/J/LO/NG DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA'.£ BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL if THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY OCWK OR GRADING TO Bf PERFORMED IJNT/L THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERIIIT HAS BEEN ISSIJEO. 8. NO REVISIONS ilfLL BE MAOE TO THESE PLANS llfTHOIJT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED ilfTHIN THE REVISION BLOCK, ON THE APPROPR/A TE SHEET if THE PLANS ANO THE Tl n.E SHEET. 9. ORIGINAL ORA ilfNGS SHALL BEC0/1£ THE PROPERTY OF TH£ CITY UPON BEING SIGNED BY TH£ CITY ENGINEER. 10. THE ORIGINAL ORAIWNG SHALL BE REVISED TO REFI.ECT AS-8/JILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY THE CITY. 11. ACCESS FOR FIRE ANO OTHER EIIERGENCY VEHICLES SHALL BE MAINTAINED TO THE PRO£CT SllE AT All TIMES 0/JR/NG CONS'TRIJCTION. 12. ffRE TRENCHES ARE 'MTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY OCWK SHEETS ANO (C) COMPACTION CIJR'.£S SHALL BE SIJBM/TlEO BY A PROFESSIONAL ENGINEER OF fH£ STA lE if CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT lfflJ. BE SUB/1/TTEO TO THE CITY ENGINEERING INSPECTOR 'MTHIN 1Jltl WORKING OA tS OF THE COMPLETION OF FIELD lESTS. IJ. A SOILS COMPACTION REPORT ANO CO!IPLIANCE '.£R/FICA TION REGARDING ADHERENCE TO RECOMMENOA TIONS OIJTUNEO IN THE SOILS REPORT IS REQIJ/REO PRIOR TO THE ISSUANCE if A BIJILO/NG PERMIT. All CONTl?Oll.ED GRADING SHALL BE OONF UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA lE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIEI.O if APPLIED SOILS MECHANICS. All FILL OR FUTIJRE FILL AREAS SHALL BE CONS'TRUClEO IN ACCORDANCE 'M TH THE Cl TY OF CARLSBAD STANDARD SPECIF/CA TIONS ANO THE • EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS /N'.£STIGATION. OAILY FIEI.O COMPACTION REPORTS llfll BE SIJBAI/TTEO TO THE PROJECT INSPECTOR. 14. A PRECQNSTRUCTIQN MEfTlNG SHAil B£ HFIQ AT THE SITE PR/QB TO 711E FJFGINNING OF WORK ANO SHAii BE A TTENDFD BY All RFPRFSFNTA llVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, S/JPERVIS/ON, 'ff:STING AND ALL OTHER ASPECTS Of THE WORK. THE CONTRACTOR SHALL REQIJEST A PRECONSTRUCTION MFFTING BY CALLING 11IE INSPECTION UN£ Ar (160) 4J8-J891 AT LEAST Fl'.£ (5) WORKING DA tS PRIOR TO STARTING CONSTRIJCT/ON. 111£ CONTRACTOR ilfll THEN BE CONTACTED BT THE PRO£CT INSPECTOR TO COORO/NA 'ff: A DA TE ANO TIME FOR THE PRECONSTRIJCTION MEETING. APPR0'.£0 ORAWINGS MUST BE AVAILABLE PRIOR TO SCHEO/Jl/NG. THE GRADING PERMIT ilfll BE PROVIDED BY THE PROJECT INSPECTOR AT TH£ MEETING. 15. All INSPECTION REQUESTS 011IER THAN FOR PRECONSTRIJCTION MEETING Will Bf MAO£ Br CAIi/NG TIIE FNGJNFFRING 24 HQ/18 INsPFCTION RFQ/IFST /INF AT {760) 438 J891. INSP[CUON REQUESTS MUST BE RECEIVED PRIOR TD 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS llfll BE MADE Tllf NEXT OCWK DAY UNLESS YOU REQUEST 011IERWISE. REQIJFSTS MADE AFTER 2: 00 P.M. /tfl.l BF SCHEOIJLED FOR 1Jltl F/Jll WORK OA tS LATER. 16. 111£ OWNER AND/OR APPLICANT Tl/ROUGH THE Dfl£1..0PER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY DEVICES INCLUDING SHORING, ANO SHALL BF SOLEI. Y RESPONSIBLE FOR CONFORMING TO All l OCAI., STA 'ff: ANO FEDERAL SAFETY ANO HEAL TH STANDARDS LA l+S ANO REG/JLA TIONS. 17. TH£ CONTRACTOR SHALL CONFORM TO LABOR COOE SECTION 6105 BY SIJBM/mNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO/lfNG THE DESIGN OF SHORING, BRACING 51.0P/NG OR OTl/£R PROVISIONS TO BE IIADE OF /IK)f/KfR PRO 'ff:C TION FROM THE HAZARD OF CA VING GROUND OUR/NG THE EXCA VA TION if SUCH TRENCH OR TRENCHES OR DURING TI/E PIPE INSTALLA T/ON TIIFRE/N. THIS PLAN AIIJST BF PREPARED FOR ALL TRENCHES FIVE FEET {5'} OR MORE IN DEPTH ANO APPR0'.£0 BY TI/F CITY ENGINEER AND/OR CONC£RNEO AGENCY PRIOR TO EXCA VAT/ON. IF 711E PLAN VARIES FRO!I THE SHORING SYSTF!J STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA AD!.IINISTRA 71'.£ CODE. TIIE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MIJST BE SUBMITlEO TO Tl/£ INSPECTOR PRIOR TO EXCA VA TION. 18. NO Bi.AST/NG SHALL 8£ PERFORMED IJNT/L A VALID BLASTING PERMIT HAS BEEN OBTAINED FRO/rl Tl/£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT lfflL IN AO VANCE OF TI/F SCHEDIJUNG OF BLASTING OPERA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE O/SCO'.£REO ilfTHIN ANY OCWK AREA OUR/NG CONS'TRUCTION, OPERA 7/0NS llfll CEASE IMMEDIATELY. ANO TI/F PERMITTFE 'Ml.l. NOTIFY TIIE CITY ENGINFFR. OPERA T/ONS /tfll NOT RESTART IJNT/L THE PERMITTFE HAS RECF/VFO WR/TlEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. All OPERATIONS CONDIJClEO ON THE SllE OR ADJACENT THERETO, INCL/JO/NG WARMING /JP, REPAIR, ARRIVAi., DEPART/JR£ OR OPERATION OF lRIJCKS EARTIIMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EQUIPMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7.· 00 A.M. ANO SUNSET EACH DAY. MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERA TTONS SHALL BE CONOIJCTEO ON M:FKENOS OR HOLIDA 'I'S. (A UST OF CITY HOC/DA tS IS AVAILABLE AT TIIE ENGINEER/NC DEPARTMENT COIJNTER.) 21. ALL OFF-SITE HAIJL ROUTES SHALL BE SUBMITTED BY Tl/£ CONTRACTOR TO Tllf CITY ENGINEER FOR APPROVAL 1Jltl F/JLL OCWKING DA tS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, ANO WASlE MATER/Al SHALL BE DEPOSITED AT, A SITE APPR0'.£0 BY 11IE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROU'ff:S OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BR/JS// SHALL BE REAI0'.£0 ONLY ilfT/1/N Tl/£ AREA TO BE GRADED. NO TREES AR£ TO BE REAI0'.£0 UNLESS SPECIF/CALLY NOTED ON THE PLAN. 2-1. ALL AREAS SHALL BE GRAOEO TO DRAIN. GRADING RESULTING IN Tllf PONDING OF WA 'ff:R IS NOT PERMITTED. All EARTHEN SWALES ANO DITCHES SHALL HA'.£ A MINIMUM ONE PERCENT 51.0PE. CONTRACTOR'S NOTE 25. THESE PLANS ARE SIJBJEC T TO A SIGNED ANO APPRO '.£0 SET OF FROS/ON CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPR0'.£0 BY THE CITY ENGINEER OR AS DIREC'ff:0 BY 111£ PROJECT INSPECTOR. - 26. All SLOPES SHALL Bf TRIMMED TO A FINISH GRADE TO PROOUCF A IJNIFOR/rl S/JRFACE ANO CROSS SECTION. THE SllE SHALL BE LEFT IN A NEAT ANO OROFRL Y CONO/T/ON. ALL STONES ROOTS OR OTHER DEBRIS SHALL BE REM0'.£0 ANO DISPOSED OF AT A SllE APPR0'.£0 OF BY Tl/£ CITY ENGINEER. 21. All SLOPES SHALL Bf /RR/CA TEO, STABILIZED, PLANTED AND/OR H'fDROSFEOFO 'MT/1/N TEN (10) DA tS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON TIIE APPR0'.£0 GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHEO ON All 51..0PES AND PADS AS REQUIRED BY Tl/£ Cl TY OF CARLSBAD LANDSCAPE MAN/JAi, TIIE LANDSCAPING PLANS FOR THIS PRG.ECT, DRA/lfNC NO. 455-2l ANO/OR AS 0/RECTEO BY THE CITY ENGINEER OR PLANNING 0/RECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE THE /IK)f/K OF Tl/ESE GRADING PLANS 'MTH THAT SHOWN ON BOTH THE LANDSCAPE ANO /RR/GA TION PLANS AND THE IMPRO'.£MENT PLANS AS REQIJ/RFO FOR THIS WORK IN ACCORDANCE ilfTH Tl/£ LANDSCAPE MANUAL TIii£ REQIJIRFMENTS. 30. STORM DRAIN PIPE SHALL BF REINFORCED CONCRflE PIPE 'MTH A Al/NIAii/Ai 0-LOAO OF 1,350. FOR PR/VA lE STORM DRAIN PIPES /JP TO 15" PVC MAY Bf IJT/L/ZEO PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKF/LlED /tfTH 3/4' ROCK PER SDRSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD J034 FOR SOR 35 S0/./0 WALL PIPE. JI. /WIER£ AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RES/JLT OF THE GRADING OPERATION, IT SHALL BE REMO'-FO ilfTHIN TWFNTY FEET OF BUILDING OR STREET AREAS ANO REPLACED ilfTH PROPERLY COMPAC'ff:O SOILS. IN OTHER AREAS THE PIPE ilfll Bf PLUGGED WIT/I CONCRETE OR REMOI/FO AS APPROI/FO BY THE CITY ENGINEER. 32. TI/F CONTRACTOR SHALL '.£RIFY Tl/£ LOCA T/ON OF ALL E:XISTING FACILITIES (ABO'.£ GROIJNO AND UNDER GROUND} llfTH/N THE PR(J.ECT SITE S/JfflCIENll.Y AHEAO OF GRADING TO PERMIT THE REVISION OF Tl/£ GRADING PLANS IF IT IS FOUND THAT THE ACT/JAL lOCA TIONS AR£ IN CONFLICT WITH Tllf PROPOSED OCWK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED IJT/l/TY COMPANIES (SEE Bf/.OW} AT LEAST 2 F/Jll /IK)f/K/NC DA rS PRIOR TO STARTING GRADING NEAR 111£/R FACILITIES AND SI/All COORO/NAlE TIIE WORK fi1'TH A COIIPANY REPRFSENTAT/vf. UNDFRGROIJNO SERVICE ALERT {800)422-4133 SOGM (858)660-1343 ATrJ:T (800)892-0123 TIME WARNER CABLE {160)438-1141 CITY OF CARLSBAD(STREETS rJ: STORM DRAIN) (160)4J4-2980 'CARLSBAD MUNICIPAL WATER DISTRICT (SWR, WlR, ,t REC/.. WlR} {760}4J8-2122 'LFIJCADIA WASTEWATER DISTRICT 760}75J-0155 • SAN D/FGUITO WATER DISTRICT h16D)6J3-2650 • VAllfCITOS WA 'ff:R DISTRICT 160)144-0460 • OLl'.£NHAIN WATER DISTRICT (160)753-6466 'BUENA SANITATION DISTRICT (160)126-IJ40 'AS APPROPRIATE J4. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING-THE APPUCANT HIRES A CIVIL ENGINEER, SOILS ENGINFFR, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE. OBSER'.£ ANO CONTROL THE WORK IN PROGRESS {15.16.120A.8/ CARLSBAD MUNICIPAL COD£. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERAi/[ THE FOLLOWING REPORTS MUST BE SUBM/TlEO TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /15.16.120A.9 rJ:10/ CARLSBAO MUNICIPAL CODE: (1) FINAL REPORT Br SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. All EROSION CONTROi., 51.0PE PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE /lfTH CITY COO£ ANO Tl-ff APPR0'.£0 PLANS (OBTAIN SAMPLE OF CO!IPUANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-8/JIL T GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES A STA l[NFNT AS TO THE EXPANSI'.£ QIJAL/TY OF THE SOIi, ANO SIJMAIARIES OF FlE1.0 ANO LABORATORY 'ff:STS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER 11IAT THE GRADING WAS DONE IN ACCORDANCE ilfTH THE REQIJIREMENTS ANO RECOMMFNOATIONS 0/JTLINEO IN THE PRELIMINARY SOILS REPORT ANO ANY 5VPPLFMENTS THERETO. {4) REPORT ilfTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TIIE CITY. 35. UNLESS A GRADING PERMIT FOR Tl/IS PROJECT IS ISSUED llfTHIN ONE (1) rE'AR AFlER THE CITY ENGINEER's APPROVAi., THESE PLANS AIA Y BE REQIJIRED TO Bf RFS/JBMITTED FOR PLANCHECK. PLANCHECK FEES Will Bf REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED •GEO'ff:CHNICAL /N'.£STIGA 710N PROPOSED 0/TICF BIJ/LOING BRESSI RANCH LOT 15• PRE PARED BY: SOIJTl-ffRN CALIFORNIA GEO TECHNICAL INC. DA TEO: MAY 22. 2006 ANO AN IJPDATEO JANUARY 22. 2008 LETTER SI/All Bf CONSIDERED AS PART OF THIS GR AO/NG PLAN. All GRADING SHALL BE DONE IN ACCORDANCE /If TH THE RECOMIIENOA T/ONS SPEC/FICA TIONS CONTAINED IN SAID SOILS REPORT. 31. IN ACCORDANCE WITH THE CITY SUSAIP, All STORM DRAIN INLETS CONSlRIJClEO BY Tl/IS PLAN SHALL INC/.IJOF "S'ff:NCILS" TO PROHIBIT WAS'ff: DISCHARGES DOWNSTREAM SlENCILS SHALL BE ADDEO TO THE SA TISFACT/ON OF THE CITY ENGINEER. LEGAL DESCRIPTION LOT 15 OF MAP NO. 14960. CARLSBAD TRACT CT 02-15 SOILS ENGINEER"S CERTIFICATE I, P-oe.e:tc;r G. JRA"li> . A REG/STEREO GEOTECHNICAl ENGINEER OF TI/F STA TE OF CALIFORNIA, PR/NC/PALLY DOING 8/JS/NFSS IN THE FIELD OF APPLIED SOILS MECHANICS HEREBY CERTIFY THAT A SAMPUNG AND ST/JOY OF THE SOIL CONDITIONS PREVALENT 'MTHIN THIS S/'ff: WAS MADE BY !.IF OR UNDER Mr DIRECTION. BETWFEN THE DA TES OF Mhl:\.CH: '2-'-20 oc. AND M{'r'f 'l,1..-• 20..Qs.. TWO COPIES ,()f TH£ SOILS REPORT Cg IJP/LFO FROM THIS ST/JD Y. WI TH MY RECOMMEND~ TIO"S HAS BEE,g/JBM/1, '1J TO THE OFFICE OF THE CITY ENGINEER. _..,._...._~ -,._ i..., FESS~ SIGNED: Tl ' ' / ~!f.1 G. ~, R.G.f. NO.: ~2{,_5~5~ ___ '---____ ~ '/i q_< O 11 No. 2655 DATE.· Lf-(i.Jo t ¥\~Exp.12/31/~ _,.. { 1-f~A ( o K ~4or1;c1-1~'c, ~'f' 0FCAU~ LICENSE EXP/RATION DA TE: Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property. that this requirement shall be mode to apply continuously and not be limited to normal worklng hours, and construction contractor further agrees to defend, indemnify and hold City of Carlsbad harmless from any and all liobility, reel or alleged, in connection with thl!!I performance of work on this project, excepting liability arising from the sole negligence of City of Carlsbad professional. IMPORT ANT NOTICE Section 4216 of Iha Government Code requires tho! o Dig Alert Identification Number be issued before a 'Permit to Excavate• will be valid. ENGINEER'S NOTE UNAUTl-l0RIZED CHANGES &: USES: The engineer preporing these plans will not be responsible for, or liable for. unauthorized chonges to or uses of these plans. All chonges to the plans rr,ust be in writing and must be approved by the preparer of these plans. CELSOC Consulting Engineers & Land Surveyors of California For yaur Dig Alert I.D. Number Call Underground Service Alert TOLL FREE 1-900-422-4133 Two working days before you dig SPECIAL NOTES THE FO/.lOWING NOTES ARE PROVIO£D TO Gl'-F DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. Tl-ff G/TY ENGINEER'S S/GNA l/JRF ON THESE PLANS DOES NOT CONST/7UTE APPROVAL OF ANY OF THESE NOTES, ANO THI'; CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NF/11-fER THE OWNER NOR TIIE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. 11-fE CONTRACTOR SHALL DESIGN, CONSTRUCT J1ND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BF SO/..F/.. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi, STA TE AND FEDERAL SAFETY ANO HEAL TH STANDARDS LAWS ANO REGIJLA TIONS. 2. LOCATION ANO ELEVATION OF IMPROVEMENTS TO Bf MET BY WORK TO 8E DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. J. BEFORE EXCA VA 77NC FOR THIS CONTRACT, V£R/FY LOCATION OF 1/NDFRGROIJND IJTIL/TlFS. 11-fE EXISTENCE AND LOCATION OF ANY 1/NOFRGROUND UTIUTY PIPES OR STRUC7URES SHOWN ON TH£Sf PLANS HAS BEEN OBTAINED FROM A VA/LAB/.£ RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING IJTIUTIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL Bf CONFIRMED BY FIELD MEASUREMENTS. PRIOR TO CONSTRUCTION CONTRACTOR OF WORK TO PERFOR/1 EXPLORATORY EXCAVATIONS IN ORDER TO PROVIDE SIJFFIC/ENT TIME PRIOR TO CONS'TRIJC//ON FOR ANY NFCFSSARr PERMIT REVISIONS. 4. CONTRACTOR IS RFQIJIRED TO TAKE PRECAUTIONARY MEASURES TO PRO'ff:CT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING UNES NOT OF Rt;CORD OR SHOWN ON THESE: PLANS. 5. WHERE TRENCHES ARE ADJACENT TO FU7URE BUILDING S/'ff:S, SOILS REPORTS SHAU BE SIJBM/TTEO TO THE ENGINEER OF WORK BY A QIJAUFIED SOILS ENGINEER 'M-1/CH CERTIFY" Tl/AT TRENCH BACKFILL WAS COMPACTED AS DIR£CTED BY THE SOILS ENGINEER IN ACCORDANCE W/11-f THE ON-SITE EARTHWORK SPECIF/CATIONS. • AS OFF/NED IN AND UM/TED IN SECTION 67J5.5 OF THE BIJSINESS AND PROFESSIONAL CODE OF CALIFORNIA. 6. SAFETY FENCES SHAU BE PROV/0£0 BY THE CONTRACTOR WHERE REQUIRED BY Tllf CITY ENGINEER. 1. CON/RACTOR SHALL AD.JUST EXISTTNG WA TFR VAL VF COI-E'RS ClfANOUT COI-E'RS ANO SEMI? IIANHOLF CO'.£R.5; FTC., TO GRADE WHERE NECESSARY. 8. ANY RETAINING WALLS SHOl',N ON TI/FSE PLANS ARE FOR INFORIIA TION ON/. Y. A SEPARA 'ff: 8/JILO/NG PERMIT AND INSPECTION lfflJ. BE REQIJ/REO FRO/I TI/F 8/JILOING INSPECTION OFPAR/MFNT FOR THDR CONSTRUCTION. 9. Tl/£ BOTTOM OF All EXCAVATIONS SHALL BE OBSFRI-E'O BY A GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL CONFIRM ALL EXISTING FAC/UTIES TO Bf REMOI/FO/REPLACED/ RELOCATED FOR INSTALLATION OF ALL PROPOSED IMPROV£MFNTS. It. CONTRACTOR TO REMOV£/REPLACE/RELOCATE ANY LANDSCAP/NG/HARDSCAPING WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED IMPROV£MENTS. 12. THE CONTRACTOR SHALL IJNCOV£R ALL IJTTLITIES THAT MA YB£ JOINED, CROSSfO, OR PARAUELFD TO V£RtFr BOTH HORIZONTAL ANO V£RTICAL LOCA 710N PRIOR TO ANY CONSTRUCTION. ANY CONFl.lCT OR DISCREPANCY SHALL BF BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE Tl-ff CONTRACTOR ACCEPTS FIJU RESPONSIBILITY FOR ANY ADDITIONAL CONSTl?UCTION OR RELOCATION COSTS. tJ. Tllf CONTRACTOR SHAU BE RESPONSIBLE FOR LOCATING, MAINTAIN/NG, RELOCATING, AND OR REMOVAL OF £XISTING UTIUT/£S. 14. Tl/£ CONTRACTOR SHAU REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH IMPROV£MENT EQUAL OR SUPERIOR. 15. CONTRACTOR SHALL POTl-fOLE ALL 1/NDERGROIJND UTTLITIES TO BE CONNECTED TO, CROSSED OR GRADED OV£R PRIOR TO ANY CONSTRUCTION. 16. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR IS TO COOROINA TE PLANS WITH ALL OTHER DISCIPLINES ANO NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 17. IT SHAU BE THE RESPONS/8/UTY OF THE CONTRACTOR OR DEV£LOPER TO ACQIJ/RE ANO ENFORCE All NECESSARY TRAmc CONTROL PERMITS NEEDED TO SAFEI. y CONDUCT WORK IN THE PUBLIC RIGHT OF WAY. CONTRACTOR OR OfV£LOPER/OWNFR Ml/ST COORDINATE ALL TRAFFIC CONTROL WITH THE AGENCY OF JURISDICTION. 18. AU PROPOSFO STORM DRAl/ol FACIUTIES ARE PRIVATE UNLESS 011-fERW/Sf NOTEO. 19. RFFFR TO ARCHITECT'S PLAN FOR HARDSCAPF LA YOIJT et SPECIF/CATIONS. 2a LOCATION ANO ELFVATION OF IMPROVFAIENTS TO BE !.IFT BY WORK TO BE DONE SHALL Bf CONFIRMFD BY F/FLO !.IFASIJRFAIFNTS er TI/F CONTRACTOR PRIOR TO CONSTRUCTION OF NEW IJK)R/(. 21. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PRO'ff:CT Tl/£ Ul/L/TY LINES SHOWN HEREON ANO ANY OTl/£R EXIST/NC LINES NOT (F RECORD OR NOT SHOl',N ON Tl/ESE PLANS. 22. CONTRACTOR AGREES THAT HE SHALL ASSUME SOi.F AND COIIPLE/E RESPONSIBILITY FOR JOB S//E CONDITIONS DURING THE COURSE OF CONS'TRIJCTION OF THIS PR0£CT. INC/.IJDING SAFETY OF All PERSONS ANO PROPERTY. Tl/AT THIS REQUIR£MENT SHALL APPLY CONTINOIJSI.Y AND NOT BE UM/1£0 TO NORMAL WORKING HOURS ANO THAT TIIE CONTRACTOR SHALL OEFENO, INDEMNIFY ANO HOLD TH£ 0/INFR ANO TIIE FNG/NFFR HARMLESS FROM ANY ANO All LIABILITY REAL OR ALLFGEO, IN CONNECTION ilfTH TH£ PERFORMANCE OF WORK ON THE PRO£CT, EXCEPTING FOR LIABILITY ARISING FRO/I Tl/£ SOi.F NEGLIGENCE OF Tl/£ 0/INFR OR ENGINEER. 2J. CONTRACTOR SHALL CONSTRUCT AREA ORA/NS ABO'.£ FINISHED GRATE fl.EVA T/ON ANO ARE TO BE AOJ/JS'ff:O TO MATCH FINISHED LANDSCAPE ANO PROVIDE POSITIVE DRAINAGE, SHALL ANY DISCREPANCY ARISE TH£ CONTRACTOR IS TO NOTIFY Tl/£ ENG/NFFR OF HORK 1/JAIFOIA /fl. Y. 24. COIITRAC/rJII SHALL JIAKE ALL NECESSARY IJND£RCIJ/S FON S(Xl Al,l[Nf)/J[///S, SIXJS £TC. TO ENS/JRF FIii/SH Gf/Af)F ARE £STABUSH£0 AS III/JICA/EO ON l/ES£ Pf.ANS. 25. COl/ll?AC/rJII SHAU. £JIPLOY //{/)/,1O1/AI.S IIHO A/If FAA/JUAN M/H ALL COO£S REI.A /ED TO lH£ VARIO/JS AREAS CF WORK ANO CONST/I/JCT lH£ IN/ENT CF /H£!£ PLANS TO !,(£fl AU. LOCA~ STA/F ANO ffO£RAI. Rf(JIJIREMEN/S. (SEE SHEET 2 FOR CONTlNUA 110N OF SPECIAL NOTES} OWNER'S CERTIFICATE I (M:) HEREBY CERTIFY 11IAT A REGIS'ff:RED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR llfll BE RETAINED TO SUPERVISE 0'.£R-ALL GRADING ACTIVITY AND 'Ao·~ ''N THE COMPACTION ANO STABILITY, OF THIS SITE. '\_ 1 ~ , • ~ 1,. n 4.4. OB ' 'AMF DATE 'DECLARATI• ~ OF REa! ONSIBLE CHARGE' I HEREBY DECLARE THAT I All THE ENGINEER OF WORK FOR THIS PROJECT, 11-fA T I HA'.£ EXERCISED RESPONSIBLE CHARGE O'.£R THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6103 OF TIIE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONS/STANT 111TH CURRENT STANDARDS. I IJNOERSTANO THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIF/CA T/ONS BY Tllf CITY OF CARLSBAD DOES NOT REL/£'.£ ME. AS ENGINEER OF OCWK, OF AIY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PARMRS PLANNING AND ENGINEERING ADDRESS.· 15938 BERNARDO CENTER OR. -r ,.., -~SA~N_0_16_GO.~,_C._'A~92~12=1 __ _ .. OCEAN PROJECT LOCATION THIS PRO£CT IS LOCA 7UJ ilfTl-f/N ASSESSORS PARCEL NUMBER: 213-261-06 THE CALIFORNIA COORDINA 'ff: INDEX OF Tl/IS PRO£CT IS.· 1990-6252 OWNER/DEVELOPER KENNETH R. SA TlERlEE DANIELSON D.S. S., LLC 406 9 TH A 1/FNIJF, SUI 'ff: 309 SAN DIEGO, CA 92101 (619) 816-4116 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PLA T IS THE NORTHEAS'ff:RL Y LINE OF LOT 15 OF TRACT CT 02-15 /.£. N09V7'54•w REFERENCE DRAWINGS om,. NOS. JJl-1; J14-J; 310-2 400-8A; 400-88; 421-JA; 421-38; SPECIAL DRAINAGE NOTE THE LOT ORA/NAG£ SHALL BE COLLECTED AT VARIO/JS LOCATIONS BY CA TCH BASINS ANO CON'.£'/FO VIA PIPE IJNOFRGROIJNO FOR DIRECT CONNECTION TO TH£ EXISTING SYSTEM. PR/VA lE STORM DRAIN INLETS Im/CH COLLECT RUNOFF FROM '.£HICIJLAR AREAS SHALL BE F/TlEO 111TH APPR0'.£0 POLLUTANT RUN-OFF CONTROL DEVICES. THE DEVICES SHALL BE FOSSIL Fll lERS OR A GRA ITT/SANO FILTER SrSTFAI. GRASS SWALES SHALL Bf IJT/l/Z£0 AS SHOWN ON THESE PLANS. BENCH MARK DESCRIPTION.· BRASS DISK IN CONCRE'ff: IN A STANDARD SIJR'.£Y MIL ON CEN TERUNE OF EL CAMINO REAL LOCATION.· COUNTY OF SAN 0/EGO BENCHMARK OESIGNA TION NO. R1800 288+89EC ELEVATION.· 311.401 M.S.L DAT/JAi: N.G.V.O. 29 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS PER MASS GRADING PLANS BY PRG.ECT DESIGN CONS/JLTANTS 400-BA '.£RIFIED BY PARIN£RS £NGINFFRING JUNE 2001 TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. SHEET INDEX 1 Tin£ SHEET 2 NO 'ff:S SHEETS J-4 GRADING PLANS 5-6 HORIZONTAL CONTROL PLANS 7-8 NO'ff:S ANO DETAILS EARTI-IWORK QUANTITIES CUT Fill IMPORT REMFO/Al = 7,469 er = 8,450 CY = 981 er = 4,841 CY GRAD/NI] Q/JAN//T/FS S/1O/IN HEREON ARE FON P£Rloll17/NfJ PURPOSES ONLY ANO SHAU. NOT I/SEO FON PAY (JIJAN//Tl£S. CON!RACTal SHALL P£Hm?JI /NDEPfNf}FNT TAKE 1H, C0NSl/)[RfN(; RNA/. PA1£1./FNT SECTIONS ANO 1/NOERC/J/S FTC. WORK TO BE DONE THE GRADING /IK)f/K SHALL CONSIST OF THE CONSTRUCTION OF All CIJTS ANO FlllS REMEDIAL GRADING, DRAINAGE FAC/UTIE.S: EROSION CONlROi. FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING ANO PREPARATTON OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, All AS SHOWN OR REQIJIREO ON THIS SET OF PLANS ANO THE CITY STANDARDS SPECIF/CATIONS REQIJIREMFNTS, RESOLUTIONS ANO ORDINANCES Cl'ff:O ON THESE PLANS. THE GRADING IIQRK SHALL BE PERFORMED IN ACCORDANCE 'M111 THE FOi.LO/lfNG OOCIJMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS 0/RECTEO BY THE CITY ENGINEER. I. CARLSBAD 11/JNICIPAL COO£ 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS. 4. CITY OF CARLSBAD PIP 06-01 APPROVAL FOR BRESSI RANCH LOT 15 DA TEO JANUARY 24, 2007 5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONS TR/JCT/ON (GREEN BOOK) 6. SOILS REPORT ANO RECOMM£NDA TIONS BY SOUTHERN CAJ.JFORN/A GFO'ff:CHNICAI., INC. DA TEO AIA Y 22, 2006 ,t UPOA TEO LETTER DA TEO 1-22-08 1. THE SAN DIEGO REGIONAL STANDARD ORA ilfNGS ANO AS MAY BE AIOOIFIEO BY TI/F CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COSTAL COMMISSION OF'.£LOPMENT PERMIT CONDITIONS OATEO N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO N/A 10. STORM WA /ER POl..l/JTTON PRE'.£NTION PLAN (SWPPP} PREPARED BY PARINERS PLANNING rJ: ENGINEERING DA/ED NOVEMBER 12, 2001 WDIO NO. 9J7C J49BJ8 IJPOA/EO 2-26-08. 11. STORM WA'ff:R MANAGE!.IFNT PLAN (SW/JP} PREPARED BY PARMRS PLANNING ,t ENGINEERING DAlEO AUGUST 23, 2006 (SWMP0700J1) UPOA7UJ 2-26-08 12. THE CALIFORNIA STORM WA'ff:R QUALITY ASSOCIATION (CASQIJA). STORM WATER BEST MANAGMENT PRACTICE, CONSTRUCTION HANDBOOK ANO STA 'ff: if CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION SllE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND DESCRIPTION DWG.NO. (SDRSD) SYMBOL QTY. PROJECT BOUNDARY EXISTING SPOT EI.FVAT/ONS EXISTING CONTOUR EXISTING GAS MAIN EXISTING SANITARY SEM:R ,t AIANHO/.£ EXISTING WATER EXISTING FIR£ H'fDRANT ASSEMBLY EXISTING STORII DRAIN EXISTING STOR/1 DRAIN STRIJC7URF EXISTING STREET l/GH T EXISTING CURB ,t GUTTER PROPOSED CONTOUR PROPOSED SLOPES DA 'tl/GHT UAI/TS CUT/Fill PROPOSED BUILDING FOOTPRINT PROPOSED FINISH FLOOR El.EVA TION - PROPOSED TOP OF CIJRB ELFVA T/ON - PROPOSED PA '.£!.IFNT ELEVATION . . . . . PROPOSED FL OIIUN£ El.EVA TION PROPOSED TOP OF AC BER/rl PROPOSED FINISHED GRADE ELEVA T/ON PROPOSED HEADWALL (PVT) . . . . . . PROPOSED BROWO/TCH (PVT) ...... . PROPOSED HEADWALL (PVT) ! . ' • I PROPOSED 6• PVC STORM DRAIN PIPE (PVT) PROPOSED 8• PVC STORM DRAIN PIPE (PVT) PROPOSED 10• HOPE STORM DRAIN PIPE {PVT). . PROPOSED 12• HOPE STORM DRAIN PIPE {PVT). PROPOSED 18" HOPE STORM DRAIN PIPE (PVT}. PROPOSED TYPE '.-1-4' C.O. (PVT) ...... . PROPOSED TYPE '8' CIJRB INLET (PVT) .... _ . -------- ....... -···· ·········-----·········· ---'" ___ ,.. . "'--·-' ""-·-·-· "--·-" - -.. -.. .. .. .. .. · ---1I>----,1,- --II f 1:1--- . 0-15.TYP£ B ..... . 0-30 ... 0-60 0-60 ...Jr--,. __ FF-378.00 Jl4.00TC Jl4.00P J74.00f1. 374.00711 374.00FC ~=- q q 1---- 0-60 -. . . - -->-=-="""" · 0-9, 0-11 . . . -----©---- . 0-2~ 0-11, 0-12 W/STENC/L rq 0-7, 0-11 W/ STENCIL Cll PROPOSED t CATCH BASIN.(PVT) _ PROPOSED 12• X t2" BROOKS.BOX (PVT). _ PROPOSED AREA ORA/NS .PER DETAIL SHEET 7_ II PROPOSED RIPRAP {N0.2 BACKING} . . . PROPOSED CIJRB .t GUT/ER PROPOSED RIBBON GU.T/ER PROPOSED CIJRB .PER DETAIL SHEET 7 . . . ---0---- · -0-40• ;a G-2. . . - DETAIi. SHT. 1 -·.· ·-•,;;: .. ' -..!..-~• ~-·------'•__:,•_·~ .. --···· G-1 - PROPOSED ROOF ORAIN lOCA TION . PROPOSED SEM:R LA lERAl - PROPOSED WA TFR LA 7ERAL - PROPOSED FIRE SER-VICE LA1ERAl PROPOSED LIGHT FIXTIJRE PER SFPARA 'ff: PERMIT. PROPOSED BIO-SWALE - PROPOSED COMPACT STALLS. PROPOSED SEAT WALL PER SEPARA 'ff: PERMIT ... -i??,,,?????r'eP???e??cr ,'???a • AS MODIFIED BY CITY OF CARLSBAD STANDARDS SUSMP PROJECT PRIORITY.· HIGH I £A 105 LF 3 EA 191 LF J4.J lF 185 LF 104 lF ~39 LF J EA 2 £A 4 £A ,., £A 2.0EA 9 £A t,045 lF J05 LF 425 lF P~~EPARTMENT APPROVAL "AS BUil T" (SIGNED) DATE~/Zj08 ~~~ 3·30~P ~. ,4 DOIi NEU. PWOONG DIRHCTOB ~ ~ D ff,J RCE:::> t)., EXP Z:-3Q • ~1J , .,!)A TE ' (SIGNED) DATE:5' / //Oft 1-R_E_VI_E_WE_D_B_Y:_I._I_ ,-------·---~ RECOIIIIENDED BY: f ,.,,,,.,. h,«JJ~ ~<7'~ ............. ~~~~~c./at_~-=-~-__ 4/o,/o• ~mJIR) INSPECTORY ---;;. -Dill.,. CITY, S,,1 ,c: TELEPHONE: (858)J76-J444 BY: ~.J ,,__,___/ I:~ =rANDREW J. KANN DA TE.· t---t---+----------~f------+----1-----+---I I SH1EET I CITY OF CARLSBAD I SH~E, TS I ' p ARTNERS t---+---+----------~f------+----1-----+---I ~=~:::;::=E=:NG==IN=EE=Rl=NG=D=EP=A=R™=E=N=T ===i'-1'::::; . ,, GRADING PLANS FOR: R. C.£. NO.: 50940 REGISTRA TION EXP/RA TION DA lE: 9-30-09 &JA-..d~~- ANDREw~iliR.C.E. 50940 /,ff R[GISTRA noN EXPIRES 9-J0 09 Planning and Engineering 15938 Bernardo Center Dr. i----i---+---------------l---+---1---1----1 San Diego, CA. 92127 BRESSI RANCH LOT 15 LOT 15 TRACT CT 02-15 MAP NO. 14960 Ph. (858) 376-3444 Fax: (858) 376-3555 .-j-?/-o~ DATE APPROVED:DA)/1\)A,, }Y'JiSER -/ ==-:-=~~~~~~r.__:::==,----5is/O$ DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/08 DATE f---;;-;:,;_a-+=,..--f-l'~f.l...J.\.A1~~-:.J132.!,;l!'.J../L:.=-;1_7 _________ -+---+--1---+--1 ~~;;:;====;".========~~~=1~ DATE INITIAL OWN BY: ---PROJECT NO. DRAWING NO. ; REVISION DATE INITIAL DATE INITIAL CHKD BY: ,aVP ENGINEER OF WORK DIESCRIPTI0N OTHER APPROVAL CITY APPROVAL RVWD BY: _.,, PIP 06 07 455 2A E , 3 I I .. 052708 .-----------------------------------------------------------------------------------------------------------------------------------------------.5 TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO lfMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHAll BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF 'll/E STANDARD SPEC/RCA TlONS AND 'll!E FOUOWING: A. HYDROSEEOING SHALL BE APPLIED TO: I. All SURES THAT ARE GRADEO 6: 1 (HORIZONTAL TO vERTlCAL} OR SlfEPER 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 Fl.A TlfR THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROvEMENTS(CONSTRUCTlON OR GENERAL LANDSCAPING} WITHIN 60 DA )'S OF ROUGH GRADING. b. /DENT/RED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY vTSIBLE TO THE PUBLIC. c. HA 1.£ ANY SPECIAL CONDITION !DENT/RED BY 'll/E CITY ENGINEER 'll/A T WARRANTS /AIMED/A 7f !REA TMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA lfD IN ACCORDANCE Wl111 11IE FOLLOf'tfNG CRITERIA: 1. All SLOPES THAT ARE GRADED 6: 1 OR STI::EPER AND 111A T ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TI::D BY HAND WA 7ERING FROM QUICK COUPLERS/HOSE BIBS OR A CONIIENT/ONAL Sl'STEM OF LOW PRECIPITA l/ON SPRINKLER HEADS PROvTDING 100Jl COvERAGE. b. GREA TI::R 11IAN 8 FEET IN HEIGHT SHAll BE WA lfRED BY A CONvENTlON- Al Sl'STI::M OF LOW PRECIPITA TlON SPRINKLER HEADS PROvTDING IOOJl COvERAGE. 2. AREAS SLOPED LESS 11IAN 6: I SHALL BE /RR/GA TI::O AS APPROvEO BY THE CITY ENGINEER, PRIOR TO HYDROSEEOING. 'll/£ DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROvTDE /RR/GA TlON TO THE CITY ENGINEER. 111£ PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS. T'IPES AND COSTS OF THE ELEMENTS OF 'll/E PROPOSED Sl'Sm.l. .l /RR/GA l/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTlAiUM LEVEL FOR THE GROWTH OF THE H'!VROSEEDED GROWTH. HYDROSEEOING MIX SHALL CONSIST OF All OF THE FOLLOWING: 1. SEEO MIX SHALL CONSIST OF NO LESS 11IAN: a. 20 lbs. PER ACRE OF ROSE CI.OIIER b. 20 lbs. PER A CR£ OF ZORRO FESCUE c. J lbs. PER ACRE OF£ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA s. J lbs. PER ACRE OF AL 'fSSUM {CARPET OF SNOW} f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITI::MS c,,te, ANO f OF THIS SUBSECTION MAY 8£ OMIT7fD ON LOCA l/ONS WHERE THE AREA BEING HYDROSEEDED IS NOT vTSIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. /Tl::/,/ a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BAClfRIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEOING. i ALL SEEO MA TI::RIALS SHALL BE TRANSPORlfD TO 111£ JOBSllf IN UNOPENED CONTAINERS flfllf 'll/£ CAUFORNIA DEPARTMENT OF FOOD AND AGR/CUL TUR£ CERT/RCA TION TAG ATTACHED m OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC ltEmNG AGENTS MAY 8£ ADDED TO 'll/£ HYDROSEED SLURRY AT TH£ DISCRETION OF THE CONTRACTOR. 2. T'IPE I MULCH APPLIED A T THE RA 7f OF NO LESS THAN 2000 lbs PER ACRE T'IPE 6 MULCH {STRAW} MAY 8£ SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO TH£ SLOP£ BY MECHANICALLY PUNCHING NO LESS THAN 50Jl OF 111£ STRAW INTO THE SOIL J: FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, 'MTH 15Jl S/.ILPHUR APPLIED AT THE RA TI:: OF 500 lbs. PER ACRE. D. AREAS TO 8£ HYDROSEEOED SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY: I. ROUGHENING THE SURFACE TO 8£ PLAN TEO BY ANY OR A COMB/NA TlON OF.· a. TRACI( WALKING SLOPES STEEPER THAN 6: I b. HARRO'MNG AREAS 6: I OR FlA TlfR lliAT ARE SUfflCIENll. Y FRIABLE , c. RIPPING AREAS THAT WILL NOT BREAK UP USING Im.IS a OR b ABDI-£ 2. CONDITIONING THE SOILS SO lliAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROvTDE A DAMP BUT NOT SA TURA TI::O SEED 8£0. b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COIIERING SALINE SOILS TO PROvTDED vTABLE CONDITIONS FOR GROWTH. E HYDROSEEDED AREAS SHALL 8£ MAINTAINED TO PROvTDE A vTGOROUS GROWTH UNTIL THE PRMCT IS PERMANENll.Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING. UNTIL lli£ PRMCT IS COMPLETI::D AND All BONDS RELEASED. SPECIAL NOTES• (CONT'D> 26. DURING ACT/I.£ CONSTRUCTION. AREAS SHALL 8£ WATERED TO REDUCE FUG!llvE OUST. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR vERIFY/NG lliE QUANTITIES SHOWN HEREON AND BALANCING lli£ EARlli't'tORK ONSITE. IF DISCREPANCIES ARIS£. lliE ENGINEER OF WORK SHALL PROvTDE AREAS OF ADJUSTMENT TO lliE CONTRACTOR OR CONTRACTOR SHALL IMPORT/ EXPORT AS REQUIRED TO BALANCE THE SITE. WHERE TRENCHES ARE WITHIN EASEMENTS, STREETS, OR 10' OF ANY BUILDING., SOILS REPORT SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIAEO SOILS ENGINEER WHICH /NO/CA TI::S lliA T THE TRENCH BACKFILL WAS COMPAC'TED UNDER lliE OBSERVA TlON OF THE SOILS ENGINEER AND IN ACCORDANCE 'M111 lli£ EARlliWORK SPECIF/CA TlONS. 28. THE CONTRACTOR SHALL 8£ RESPONSIBLE TO INSURE lliAT ALL SLOPES. PADS. CURBS. INLETS AND SIDEWALKS ARE BUil. TIN ACCORDANCE Willi lli£SE PLANS AND APPLICABLE CODES AND LAWS. IF lliERE IS ANY QUESTION REGARDING lliESE PLANS OR RELD STAKES. lHE CONT/?ACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK er CAWNG lliE ENGINEER AT (858}J76-J444. BENCH MARK DESCRIPTION.· BRASS DISK IN CONCRETE IN A STANOARO SURvEY ~LL ON CENTERUNE OF IJ. CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA l/ON NO. R/800 288+89£C £LEVATION: Jll.407M.S.L DATUM: N.G.V.D. 29 REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHfET NO. AGREEMENT DElfNTION AND SEffilNG TC-22 EXTI::NDED PVT BMP MAINTI::NANCE DETENTION BASIN AGREEMENT Sf\MP 07-Jl 810 FILTRATION TC-JO \,£GETA TEO PVT BMP MAINTENANCE SWALE AGREEMENT Sf\MP 07-Jl FOSSIL FILTER TC-50 WATER PVT BMP MAINTENANCE QUALITY INLET AGREEMENT Sf\MP 07-Jl . SITE NOTE_ lli/S SITE HAS BEEN DESIGNED 111TH Tl/£ USE CT LOW IMPACT DEvELOPMENT {LIO) STANDARDS BY Tl/£ USE OF G/?ASS-UNEO SWALES. LARGE LANDSCAPE AREAS. SAND VOLLEY BALL COURT ANO NA TlvE PLANT PALLET. EROSION CONTROL NOTES 1. IN CA.SC EMERGENCY 't'tORK IS REQUIRED,CONTACT KEN SATlfRLEE O RED TI::XAS REALTY. LLC (PHONE NUMBER} {858/ 535-JBOB 2. EQUIPMENT AND 't'tORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT All TIMES DURING l/1£ RA/Nr SEASON. ALL NECESSARY MA 7ERIALS SHALL 8£ STOCKPILED ON Sill:: AT CONVENIENT LOCATIONS TO FACILITATE RAP/0 CONSTRUCTION OF lfMPORARY DEvTCES WHEN RAIN IS IMMINENT. .l DEvTCES SHOWN ON PLANS SHALL NOT BE MOvEO OR MODIFIED WITHOUT lHE APPROVAL OF lliE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEvTCES TO WORKING ORDER TO THE SATISFACTION Dir 111£ CITY ENGINEER AFTI::R EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROi.. MEASURES AS MAY 8£ REQUIRED BY THE CITY ENGINEER DUE TD UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANC£S WHICH MAY ARISE. 6. lliE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREAlf A HAZARDOUS CONDITION. 7. All EROSION CONTROL MEASURES PROvTDED PER lliE APPROVED GRADING PLAN SHALL 8£ INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PRO.ECT PERIMETER MUST DRAIN AWAY FROM lliE FACE OF SLOP£ AT lli£ CONCLUSION OF EACH WORKING DA I". 9. ALL REMOVABLE PROlfCTl';f DEvTCES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN lliE FIi.£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40X}. SILT AND ()lliER DEBRIS SHALL 8£ REMOVED AFTI::R EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL ~£ BURLAP TYPE f'tflli J/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERM/NATION OF H'tDROSEEDEO SLOPES FAIL TO PROvTDE EFFECT/I.£ COvERAGE OF GRADED SLOPES {90X C()vERAGE} PRIOR TO NOi/EMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH Sll?AW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF lli£ EROSION AND SEDIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT OF CONSERVA TlON, STA TI:: OF CALIFORNIA. STABILIZED CONSTRUCTION ENTRANCE -METAL SHAKER PLATES WILL BE REQUIRED AT ALL LOCA T/ONS UNLESS SPECIF/CALL r WAIVED BY lllE ENGINEERING INSPECTOR DUE TO SITE CONST/?AINTS. -llf£ ROCK SIZE SHALL 8£ i• MINUS -A FENCE. BARRICADE OR OTHER DEi/iCE APPROV£D BY THE ENGINEERING INSPECTOR SHALL 8£ USED TO RESTRICT CONSTRUCTION TRAFFIC TO THE CONSTRUCTION ENTRANCE J ,t 4 J ,t 4 4 MAINTENANCE FREQUENCY llf:EKL r: INSPECTION, CLEANUP AND REPLACEMENT 8I-ANNUALL Y: BETWEEN APRIL I -APRIL 15 AND 8£1\ICEN SEPT 01 -SEPT 15 INSPECTION, CLEANUP, REPLACEMENT ~KL Y: INSPECTION, CLEANUP AND REPLACEMENT 8I-ANNUALL Y: BETWEEN APRIL I -APRIL 15 AND BE/l'CEN SEPT 01 -SEPT 15 INSPECTION, CLEANUP, REPLACEMENT llf:EKL Y: INSPECTION, CLEANUP AND ADJUSTMENTS Bl-ANNUALLY: BETW£EN APRIL 1 -APRIL 15 AND BETl'ffll SEPT 01 -SEPT 15 INSPECTION, CLEANUP, ADJUSTMENTS/ REPLACEMENT ADDITION: PER MANUFACTURERS REQUIREMENTS PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 da:~R./ir;;-;; ±Zl-,08 DATE UY REGISTRATION EXPIRES 9-JD-09 ' I -I I I ' I ' I I 1 DI 15 1,i.AP /4960 -- \· ' \· ~ ~ I \ I I ' I I I I I I I ------------ \ \ LEGEND PRO.ECT BOUNDARY . SHEET NUMBER . SHEET LIM/ T . SHEET LIMIT . STORM DRAIN STORM DRAIN INLETS. . WA TI::R MAIN . RR£ HYDRANT .. GATE VAlvE. . . SE~R LATERAL . . BIO-SWALE RIPRAP . . . . . ... ' ... . . . . . . ..... 11\ IJ..""--R.11/L-r.s DATE INITIAL I Iii .v,1--;---- ''""'· . I .• ·-· INDEX MAP SCALE: 1"=40' --------0 ---------------------- ■ ['l o B ... Ell --------- t!,I:t,::it:::t::::,}:,::=:t,::::Itd ' iii DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 0 20 40 80 1 0 Gl?APHICAL SCALE NOTE: SE£ Dlf,f;, Na 455-2 FOR WATER IMPRO'IEMENTS "AS BUil T" (l~4µt J· Jo -o9 RCE 50 94b EXP. 'J,3t!)•i)P DATE REVIEWED BY: , /_ / -IL'it.~ ---j INSPECTOIY -DATE I SH~TS I I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: BRESSI RANCH LOT 15 APPROVED:DAV~~R ~~ DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/0 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: C-:ivP CITY APPROVAL RVWD BY: C::-W' PIP 06-07 455-2A 052708 r--------------------------------------------------------------------------------,~ t3 \ \ \ J 6" ' /£= ,.:u. ·,• ·. 1.2o£G EASEMENT NOTES @ ABUTlER's RIGHTS OF INGRESS ANO EGRESS TO OR FROM PALOMAR AIRPORT RO. EXCEPTING THEREFROM lHE ACCESS OPENINGS HA IE BEEN OED/CA TEO OR REUNQIJISHEO ON MAP NOS. 14600 ANO 14960. @ AN EASEl,lfNT SHOMI OR OED/CA TEO ON THE MAP AS REFERRED TO IN THE LEGAL DESCRIPTION FOR: LANDSCAPE MAINTENANCE ANO INCIDENTAL PURPOSES. @ AN EXISTING SLOPE EASE!.IENT OEOICA TEO PER INST/?Ul,/fNT NO. /992-079J169 ON OECD.IBER 10, 1992 OF THE OFFICIAL RECORDS BENCH MARK OESCRIPTION: BRASS 0/SK IN CONCRETE IN A STANDARD SUR/EY HW. ON CENTERUNE OF El. CAMINO REAL LOCA llON: COUNTY OF SAN DIEGO BENCHMARK OES/GNA llON NO. R/800 288+8!JEC El.EVA llON: Jll.407 M.S.l DA 77JM.· N.G. V.O. 29 ----- •·•""" ,.,.-••• 107+43.89 .?.o,r <.>-.... --~ <.> \~ ,. :;; <., I:'! l \ -----<., <.> ---T.96,r <.,-.... -<., NOTES NOTES Toa+oo _..........----,- \ \ .. ' I .\ \u_v.-- 1 \ 1\~-1 \ . ' • >, ~ • • 1 CONT/?ACTOR SHALL HA IE SUR/EYDR AS BUILT EXISllNO S/OE WALK ORAOE AT Tll,lf OF IN/TlAL OA 'tUTE STAKING ANO S(JpPl Y ENGINEER OF WORK 111TH POINTS FOR REVIEW. 5 THE PROPOSED TRASH ENCLOSURE CONFORMS TO CITY OF CARLSBAD ENGINEERING STANDARDS ANO CARLSBAD MUNICIPAL COOE CHAPTER 21.105 .. ----, 2 CONTRACTOR SHALL POTHOLE EXISTING WATER MAIN ANO SUR ilf:Y VERTICAL ANO HORIZONTAL LOCA llON 00 (2) WEEKS PRIOR TO ANY WATER MAIN CONSTRUCTION ANO PROV/OE ENGINEER OF WORK SUR ilf:Y DA TA FOR REVIEW. 6 All STORM DRAIN INLETS SHALL BE STAMPED OR STENCILED WITH PROHIB/Tlilf: LANGUAGE (E.G. "NO DUMPING -I L/ilf: DOMISTREAM7 SA TlSFACTORY TO THE CITY ENGINEER. J CONTRACTOR SHALL POTHOLE ANO /ER/FY ALL WORK TO BE JOINED PRIOR TC CONSTl?UC TION ANO NOTIFY ENGINEER OF WORK 111TH ANY DISCREPANCIES. • ASSUMES RRST FlOOR OF STl?UC77JRE DOES NOT INCLUOE ANY FlOOR COVERINGS SENS/Tlilf: TO MO/Sl/JRE. THE STAMPING OR STENCILING SHALL BE LOCA TEO IN THE CONCRETE PA ilf:!.IENT ADJACENT TO TRENCH ORA/NS. REQUIRED TREATMENT CONTROL BMP TABLE THIS SHEET DESCRIPTION QUANTITY DETENTION ANO SETTIJNG 2 £A. BIO FIL fflA TION 270 LF (XCP@A · .. risJDEWALK -----·--.---~, ,--R~- o~06vs RIPAAP (j) (}) RIPRAP, NO. 2 BACKING. 10' IIIOE X 12' LONG THICKNESS=I.O 0/ER RLTER 81.ANKET OF !/1• GRA W:Z, 12• THICK R/PRAP, NO. 2 BACKING. 7' IIIOE X 7' LONG THICKNESS=I.O DIER RLTER 81.ANKET OF !/1• GRA W:Z, 12" THICK R/PRAP, NO. 2 BACKING. 5' IIIOE X 15' LONG THICKNESS=/. 0 0 /ER RL TER 81.ANKET OF 1/1• GRA W:Z, 12• THICK RIPRAP, NO. 2 BACKING. 5' IIIOE X 12' LONG THICKNESS=/. 0 0 /ER RL TER 81.ANKET OF 1/1• GRA W:Z, 12• THICK NO/E: All R/PRAP //NITS SHALL !£ INflLlEI) 141TH J/1 G/IA ,f1 f!l.1JNG 1-tl'OS • ' ' \ • ' ·, \ •. J2 \ ' . ¥ I. ' I y~ i \. ' \ . ... -------···· ----·· re k'; " \~ - 1i \~ \g~ ~.5STC - J26.5DTC 325.()()TC 40 50 GRAPHICAL SCALE __ ,, ___ _ --······-•.. ·•··· ... • . @ PRIVATE STORM DRAIN DATA TABLE NO. oaTA/BRG. RADIUS LENGTH REMARK 1 N57'29'oO"E 23.65' 18• HOPE SO 2 2J'J9'12· J00.00' 123.85' 18" HOPE SO J N76'#'ol'E 10.35' 18• HOPE SO I N07'52'o8'W Jl.90' 18• HOPE SO 5 NIJ'41 '!0'E 20.26' 18" HOPE SO 6 N09rJ8'50"W 122.51' 18" HOPE SO FOR CONTINUATlON SEE SHEET 4 NOTE REVIEWED BY: , / J MY REG!SIRATTON EXPIRES 9-J0-09 SEE SHEET 5 FOR AODITIONAL CONSTRUCTION DETAILS ,t HORIZONTAL CONTl?Ol. C<V"-6 (ch. -1/2 & ' ~----,--~-----------------,.----,---..----,---.-----'--"-INc.:S_Pc..EC'-"T ::.:_ ________ __:D:.:.A.:.:TE=----1 l----l----+------------1f---.+--+--+------l I SH3EET I CITY OF CARLSBAD I SHE8ETS I ENGINEERING DEPAR™ENT PARTNERS ~G~=IN~G=P~===s=ro=~===========-== Planning and Engineering 15938 Bernardo Center Dr. l------1---1------------------11----+--l----+--.J San Diego, CA. 92127 Ph. (858) 376-3444 BRESSI RANCH LOT 15 G~ING P~ APPROVED: DAVIDcOYU: <S".<S'. 08 Fax: (858) 376-3555 4/u/48 l-----l--+~r-r::.:-::c,.,.-7==------------ll----+--t-----t---t DEPUTY CITY ENGINEER PE 33D81 EXPIRES 6 30 OB DATE DA TE INITIAL DA TE INITIAL DATE , ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY:~~~ CHKD BY:~ RVWD BY:~ PROJECT NO. PIP 06-07 DRAWING NO. 455-2A 052708 I I --\~ I I I I \ \ \ \ \ \ \ \ \ \ ' '-'-' ' -------- ~==== =::..i'(.~t,~'m-----:::!~'-(, s~r:oC):>: RIN=J/8.0/ IE=J09.50 POTH[X£ PR/OIi ro .. -~~ CONS,,ll(!I NOTES FOR CONTINUATION SEE SHEET J NOTES 1 CONTRACTOR SHALL HA 'IE SUR'IE'fOR AS BUILT 5 THE PROPOSED TRASH ENCLOSURE CONFORMS TO CITY OF CARLSBAD ENGINEER/NC STANDARDS ANO CARLSBAD MUNICIPAL CODE CHAPTER 21.105 RIPAAP EASEMENT NOTES @ 25' LANDSCAPE EASEl.(fNT .t SEmACK PEI? MAP NO. 14960 @ AN EXISTING A 11GA TION EASEMENT DEO/CA TEO PER INSTRUMENT NO. 81-452311 ON AUGUST II, 1981 ANO INSTRUMENT NO. 81-412299 ON AUGUST 20. 1987 OF THE OFFICIAi. RECORDS BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SUR'IE'f HflL ON CENlERLJNE OF El CAMINO REAL LOCA TION: COUNTY OF SAN DIEGO BENCHMARK OES/CNA TION NO. R/800 288+89EC ELEVATION: 311.401 M.S.L DATUM: N.G. V.O. 29 EXISTING SIDE WALK GRADE AT TIME OF INITIAL DA YI.I TE STAKING ANO SUPPLY ENGINEER OF llt?RK 'MTH POINTS FOR REVIEW. 2 CONTRACTOR SHALL POl/10/£ EXISTING WATER MAIN ANO SUR'IEY 'IERTICAl ANO HORIZONTAL LOCATION Tll'l'.I (2) WEEKS PRIOR TO ANY WA 71:R MAIN CONSTRUCTION ANO PROl1DE ENC/NEER OF WORK SURVEY DATA FOR REVIEW. 3 CONTRACTOR SHALL POTHOI.E ANO VERIFY All llt?RK TO BE JOINED PRIOR TO CONSTRUCTION ANO NOTIFY ENGINEER OF l'tDRK 'MTH ANY DISCREPANCIES. 4 ASSUMES RRST FLOOR OF STRUCTURE DOES NOT INCLUDE ANY FLOOR COVERINGS SENSITIVE TO MOISTURE. (]) 6 All STORM DRAIN INLETS SHALL BE STAMPED OR STENC/lEO 'MT/I PROHIBITl'IE LANGUAGE (E.G. "N() DUMPING -I Uff: rlA DO/fNSTREAM") SATISFACTORY TO THE CITY ENC/NEER. \e.) TIIE STAMPING OR STENCIUNG SHALL BE LOCA TEO IN THE CONCRE'Tt PAVEMENT ADJACENT TO TRENCH DRAINS. REQUIRED TREA ™ENT CONTROL BMP TABLE THIS SHEET DESCRIPnON QUANnTY DETENTION AND SETTLING 2 EA. RIPRAP, NO. 2 BACKING. 10' 'MDE X 12' LONG T/IICKNES.S=T.O OVER FILTER 81.ANKET OF 1/4" GRA '1£1. 12• THICK RIPRAP, NO. 2 BACKING. 7' llfDE X 7' LONC THICKNE5.S=1.0 OVER FILTER 81.ANKET OF 1/4" GRA '1£1. 12• THICK RIPRAP, NO. 2 BACKING. 5' llfOE X 15' LONG THICKNESS=1.0 OVER FIL'TtR 81.ANKET OF 1/4" GRA '1£1. 12• THICK RIPRAP, NO. 2 BACKING. 5' 'MDE X 12' LONG THICKNESS=1.0 OVER FILTER 81.ANKET OF 1/4" CRA '1£1. 12• THICK BIO FILTRATION 155 LF NOTE: All RIPRAP UNITS SI/All 8E !NflllEO 111TH J/4 (lflA !fl FIWNG mos FIL lER INSERTS 2 EA PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 -i(z-1/~B DATE MY REG/Sn/A noN [XPIRES 9-J0-09 NOTE ' i'-.. ,. ""S,:·" Sff SHEIT 6 FOR ADO/TlONAL CONSTRIJCTlON DETAILS .t HORIZONTAL CONTROL a 10 20 40 GRAPHICAL SCA!£ PR(P()SED (lflAOE IX?A!NAGE SWAIE A/lfA MAIN ',V/J£Y l1 CO/JRT BY OTHfRS SECTION A-A NO SCA/£ SECTION 8-8 NO SCA/£ 50 @ PR/VA TE STORM DRAIN DA TA TABLE NO. OELTA/BRG. RADIUS LENGTlf REMARK 6 N09'08'50"W 122.54' 18" HDPE SO 1 NOT USED 8 N09V8'50"w 23.18' 18" HDPE SO 9 1016'27" 500.00' 89.66' 18" HOPE SO 10 N84'JO'JJ"E 14.86' 18" HOPE SO II NOi 'Ol'J6 "E 25.00' 18" HOPE SO 12 /9'U'.f2" 300.00' 103.38' 12• HOPE SO "AS BUil T" IL.,vt ~ ~-.7o -~? RCF 50'14-0 EXP. <J. 30 -09 DATE RE\IEWED BY: 'I. £ DATE 1---+---+------------+-+--+----+-----i I SH4EET I CITY OF CARLSBAD I SHE8ETS I ENGINEERING DEPARTh1ENT ::=='--'===:::::::::::::::::::::::::==:::::::::::===-==:=:::; 1--_jl-----+----------------1-----+--+----+-~ GRADING PLANS FOR: o.Jll.-, DA TE INITIAL ENGINEER Of" WORK REVISION DESCRIPTION BRESSI RANCH LOT 15 GRADING PLAN APPROVED: DAVID 2?~~ s/.,r/o?. DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 08 DA TE DWN BY:-~- i---cDc..A TE.c.._..L,_IN_lll_A_L +-D_A_TE__._I N_I TI_A_L--t CH K D 8 Y: Ca 11p OTHER APPROVAL CITY APPROVAL RVWD BY: 6W PROJECT NO. PIP 06-07 DRAWING NO. 455-2A ti w 1'l J, .J- 052708 ............ , . NOTES 1 ' , 1· I ,1 THE PROPOSED TRASH ENCi.OS/JR£ SHALL CONFORM TO CITY OF CARLSBAD ENGINEERING STANDARDS AND CARI.SBAD MUNICIPAL CODE CHAPTER 21.105 : II •· foa+oo _____________+-- 8 -,. . ·- FOR CONTINUATION SEE SHEET 6 -···-··-·--,., ... PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 ~~~~'kZf_·,~·,, l/zl/48 DATF MY REGISTRAnON EXPIRES 9-30-09 - ~/JETAH. NIJAIBER LEGENO 'C_:::f-SHEET NUMBER PROPERTY UNE/ PRMCT BO/JNDARY . . . . . • . . . . . . • . . . • . . . . . -------0 6' CURB ........... DffPENED AS NOTED ON SHEETS J .t 4. (j) 6' CURB .t GUTTER ..... .DEEPENED AS NOTED ON SHEETS J .t 4. 0 PCC J' lflDE RIBBON GUTTER W/ Gl'.ASS H BASE. . . · ·ffi· · · · · · · · · --. .. • .,,,. 0 PVMT. SECTION {LIGHT): STALLS T/=4.0 (MIN J' AC O'.£R 6' CLASS 2 AB) . I·." :· ... ·. ·: .. :j FINAL PA~/IENT SECTION P[R SOILS ENGINEERS RfCOMl,IB/OA/ION 0/JRING CONSTIM:IION .<I !/ ···\ 0 PVMT. SECTION (HEAVY): AISLES T/=6.0 (MIN J.5' AC O'.£R 11' CLASS .2.AfJ}. FINA/ PA ',£/,/BIT SECTION P[R SOILS ENGINEERS RfCO/,//IENOA TION 0/JRINI: CONSTRIJCTION @ PARKING STRIPE. . . . . . . • . . . . . . . . . • • . . . . . . . . . . . . . . . 0 PA '.fll[NT CONCRETE . . . . . . . . . . . .r PCC. . . . . . . • • . . • . . . @ENHANCED PA '.fll[NT PER ARCH/TfCT PLANS. . . . . . . . . . . . . . . . . . • ©MODIFIED CURB AND GIJTTEll .... ffi lflDTH = J.O'· · · · · · · · · · · · · @) PCC SIDEWALK. . . . • . . . . . .PER LANDSCAPE PLANS. . . . • • . . . . . . . @AC SEAL COAT. . . . . . . . . . . . • . . . . . . . . . . . . • . . . . . . • . . . SEA/ COAT TO BE OONE AFTER SHEil CONSTRIJCllON HAS 8££N COIIP/£7[0 ANO PR/a/ TO SlR/P/NG @ MODIFIED CURB AND GIJTTER @) PEDESTRIAN RAMP @ PEDESTRIAN RAMP @) PED£STRIAN RAMP @) PED£STRIAN RAMP @PEDESTRIAN RAMP @) P£llESTRIAN RAMP @PE1J£STR/AN RAMP ffi . . . lflD TH = 1,5! · · · · · · · · · · · · EB········· ......... . EB· ................. . EB· ................. . EB· .................. . EB· .................. . EB· .................. . EB····················· @H.C. STALLS. . . . . . . . . . . . . . • . .M-21A SDRSO •............ @CROSS-WALK STRIPING \\ •.\ @MOD/Fl£/) CURB AND GIJTTER ~' EB EB EB EB . . . . . . . . . . . . . . . . . . . . . \' @LOADING ZONE STRIPING @ROl..lEO CURB a, @PA ',£/,/£NT CONCRElE . • . . . . . . • . .r PCC. . . . . . . . . . .. SDG£ TRUCK ACCESS RO/JlE TO 81.lJG @DECOMPOSED GRANITE PATH. . . . . . . . . . PER LANDSCAPE l'I.ANS. . • . . . . 0 10 20 40 GRAPHICAL SCA/.£ I I I I I 1·.; ·: : __ :·-;I I I I I I I I I I 11 I ·· · I I ,. · I Vllll!J ~ .;/4/o '} DATE fsHml CITY OF CARLSBAD 1------1----1----------------1----+----l---+-----I ~ ENGINEERING DEPARTMENT 1-----l--+---------------1----+---1---+---I i-----1--+---------------1----+---1---+---I GRADING PLANS FOR: BRESSI RANCH LOT 15 CONSTRUCTION DETAILS & HORIZONTAL CONTROL APPROVED: DAVl~,,-t.. HAUSr.;R • / ./ ~.,I ~ -S[?"LC>I l------i---+--r----------------'1----+----1---+-----I DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/3d/oa DATE l----!..---i~~A'S""--·-"'8""v.,_,1i..;""T'-----------+--+---+---+---1 DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY:--~ CHKD BY: G,IIP RVWD BY: 6# PROJECT NO. PIP 06-07 DRAWING NO. 455-2A 052708 .-------..... -----------------------------...... -----------------~-----------~-------------------,~ V, w FOR CONTINUA T/ON SEE SHE{T 5 I ---\---1 I \ I I \ \ \ \ \ ' ' / _/ \' \ \ ' ' -.... -.... '- ~ ' / ...._ / ...._ / ...._ / -/' --i--------~------- iit : .. \ ~r:~Ai \ \i:·•· \"1···•·. ·~ \. 2·.·.~·.· -0.· HANDICAP SYMBOL PER SDRSD M-29 l!i~ ~! o.: PER PLAN 0.: -..J o.: PER PLAN • , ~~ f!:i~ 4' l'IHITE: 4° l'IHITE: (TYP) ... 0.: {TYP) PARKING SPACE STRIPING N7S \ 8.51 ELEV. PER PLAN (TYP) es'" f. o.:~ 1:8 MA SI 16' 24' j r DISABLED PARKING SIGN SDRSD M-28 1: 12 MAX. SLOPE 4' l'IHITE: (TYP) • MAX. SLOPE NOT TD EXCEED 2% IN ANY DIRECTION INTERIOR PARKING LOT ,=,=-326.85 PAD-326.26 . . . ·" .·. . " \ · .. A,-,.···\•. \1 \\: ~ .:..... ..·.··\ ~\I·•.·······.··· 6' pVC RfJ-vflAIN TD siWI [XACT p[R L0CAJ~7UIIAL PM1jM A}IH r,,IH BID .,..,,.. FJP[#s>OUT FU. lfR I I I I I I I I .__,.,... \ ·.··.·.·.·= ., \\ :.: .. :.• . . < \. . · -·.· .· .. · .. ' '. : .. _· .. ··. ·. ~ ·. :·,i-\ ·.--. ·6· . ·· .. ·1 . .·.. .· .. -,· 0 \~~~1 \ PARTNERS Planning and Engine¢ring 15938 Bernardo Cent'fr Dr. San Diego, d . 92127 ! Ph. (858) 37 -3444 Fax: (858) 3 6-3~55 : . (i ◄ J~J= i-lZ,/i08 ANDREW .1 KANN!iic.£50940 DA 7q: MY REG!SmAnON EXPIRES 9-30-09 f"?>r0£TA/L NIJU/1£R LEGENfJ: 'C.3-SHEET N/J!.IB[f? PROPER Tr UNE/ PRO.ECT BO/JNOARr . . .....•.....••....... (f) 6' CIJRB . . . . . . . . . . .DEEPENED AS NO TEO ON SHEETS J .t 4. (!) 6' CURB .t G/JTTER. . .... DEEPENED AS NOTED ON SHEETS J .t 4. 0 PCC J' ',tf/)£ RIBBON GIJTTER W/ CLASS u BASE. . •. ·EB· ....... . ------- PVMT. SECTION (UGHT}: STALLS T/=4.0 (MIN J' AC OVER 6' a.ASS 2 AB) I < : : j RNAL PA',f/lENT SECTION PER SOILS DIC/HEERS RECOl,/1,/fNOATION 0/JRING CO/IS7mJCTION" ® PVMT. SECTION {HEAVY}: AISLES Tl~6.0 (MIN J.5' AC OVER IT' aASS_2,Afi}. RNAL PA t,f/lENT SECTION PEJ/ SOILS ENGINEERS REC0!.11,/ENDA 1/0N 0/JRING CO/IS/RUCTION @ PARKING STRIPE. • • . . . . . . . . . . . . . . . . . . . . -. . · · · · • • · · 0 PAVEMENT CONCRETE . . . . . . . . . . . .7' PCC. . . . . . . . . . . . . . . © ENHANCED PAVEMENT PER ARCHITECT PLANS. . . . . . . . . . . . . . . . . . . . ©1.100/REO CURB AN GUTTER ..... EB ',KOTH= JO'. · · -• · · · · · · • · · @ PCC SIDEWALK. . . . . . . . . . .PER LANDSCAPE PLANS. . . . . . . . . . . . @ AC SEAL COA T. • . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . • !£Al COAT TO 8£ OONE AFTER SHfll CONS/RI/Cl/ON HAS BEEN COMPLETED ANO PR/r:YI TO STRIPING @MOOIREO CURB ANO GIi TT£R EB . . . ',KO lH = 1, 5: · · · · -· · · · · · · @PEOESTRIAN RAMP EB . . . . . . . . . . . . . . . . . . . .. @PEOESTRIAN RAMP EB . . . . . . . . . . . . . . . . . . . . . @) PEOESTRIAN RAMP ffi . . . . . . . . . . . . . . . . . -. -. ® PEDESTRIAN RAMP EB . . . . . . . . . . . . . . . . . . ... @PEDESTRIAN RAMP EB . . . . . . . . . . . . . . . . . . . .. @ PEDESTRIAN RAMP ffi . . . . . . . . . . . . -. . . . . . -- @ PEDESTRIAN R1AIP ffi . -. . . ---. . . . . . . . . . . . . @H.C. STALLS ...............•. Al-27A SORSO ........... . @CROSS-WALK STRIPING @) AIOOIREO CURB ANO GUTTER @) LOADING ZONE STRIPING @) ROI.LEO CURB EB EB EB EB . . . . ' . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . @PAVEMENT CONCRETE . .. . . .. . .. .7• PCC. .. .. • . .. ... SOGE TRIJCK Aca-SS ROUTE TO BLOG a 10 40 60 GRAPHICAL SCA/£ INSPECT I I I I I 1 ·,: ·: : __ : ·-; l II I 11 I I I I I II r -· · I I ·· · I V11111J DATE J,/4, DATE 1---al-----+-----------f----t----t---+---t I SH6EET I CITY OF ARLSBAD I SHE8ETS I :==::::::'...':::=:::::E:::N:::Gl:::N:::EE:::R:::IN::::G:::::::::D:::EP:::::A:::R::::™::::E:::N:::::T==::::..'.==:::::: l--~1----+----------------1----+--+---+-~ GRADING PLANS FOR: DA TE INITIAL ENGINEER. Of WORK REVISION DESCRIPTION BRESSI RANCH LOT 15 CONSTRUCTION DETAill! &: HORIZONTAL CONTROL APPROVED: DAVID MA:Z., 1[/013 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 8 DATE DWN BY: __ _ DATE INITIAL DATE INITIAL CHKD BY: GVP OTHER APPROVAL CllY APPROVAL RVWD BY: ·cvy PRO,JECT NO. PIP 06-07 DRAWING NO. 455-2A :g I "' I ., NO. 1212 TOP SECTION OR EXlENS/ON NO. 1212 SllEL PARKWAY OR TTIAFFIC GRAlE MAX 1/2• SPACING W/0 K.O. WT 33/ PARKWAY WT 60/ TTIAF. NO. 1212 LOUER SECTION W/ GAL V. FRAME NO. 1212 SlEEL PARKWAY OR lTIAfflC SOI.ID COVER /JANH/l/I R.(}-CARO INSERT CATCH BASN • '•. NO. 1212 LOUER SECTION W/0 GALV. FRAME !PEN/NG WT 51/ PARKWAY WT 70/ TTIAF. NO. 1212 TOP SECTION SECTION HT. LBS. 1818 T6 6" 230 1818 Tl2 12• 460 NO. 1212 LOWER SECTION HT. LBS. 1818 LIB 18" 612 1818 L24 24" 852 AVAILABLE W/0 K.O. W/0 K.O. AVAILABLE W/2 IO"x1'1 K.O. W/2 1a•x14 K.O. 12" x 12" BROOKS BOX ® ------A NO SCALE Cl/l7[f/ R.OHUNE CASKET IIEl,/OVABIE FIL lfH BASKET {SEE N/JTE 6. CI/TllR R.OHUNE R.(}-GARO RllEJI B(){)Y Rl lEJI BASKU F/JSSI. Roaifll f1L 7ER /l£DIIJII f'(J()CJ/ J,,1/" X ,r ANCHOR ear {J PER SECTION) SIDE VIEW . ,: ~-p '<c-----tl ANCHOR DETAIL SCALE: NON£ FOSSIL FIL TEA FLO-GARD SUPPLEMENTAL INSERT CURB OPENING INLET NOTES= 1. R.0-GARD'" flllER BODY SHALL BE MANUFACTURED FRO/I PETTIO/.EU/J RESISTANT f/BERGlASS "'1/ICH 1./EfTS OR EXCEEDS PS 15-69 (AST!./). 2. AU METAL COMPONENTS SHALL BE STAINl£SS STEEL {T'tPE J04). .! REMOVABLE fll TER BASKET SHALL BE CONSTTIUClE1J fflO/J DURABLE POL YPROP'fl.ENE IIVVEN MONOFIV,MENT GEOTEXTIL£. -1. fl.0-CARO'"fll7£R 80()Y SHALL BE SECURED TO CATCH BASIN WALL WITH EXPANSION ANCHOR BO/. TS AND WASHER (SEE D£TAH.). 5; fl.0-GARD"' INSERTS ARE AVAILABLE IN 24" OR JO" LENGTH SECTIONS ANO !JAY BE INSTALLED IN VAR/DUS COMBINATIONS {END TO END) TO FIT MOST CATCH BASIN WIDTHS. 6. fll TER BASKET MAY BE REMO!£() THRDUGH CURB OPENING FOR EASE OF MAINTENANCE. 7. fll TER 1./EO/U/,I SHALL BE FOSSIL ROCK , IN DISPOSABLE POUCHES, INSTALLED ANO MAINTAINED IN ACCORDANCE WITH MANUFACTURER RECOMMENOA TIONS. FOSSIL FIL TEA FLO-GARD SUPPLEMENTAL INSERT@ NO SCALE n::!!ffiL 2• HEAKENE. PLANE JOIN Cl) T NOTES; - " 6' ~ 7 n 41 ~f 3 \1 5• -, • r '<> ~ ~ i:i ::':j ~ 6" ~ 1.5' • 13--, 3( [. ,:,; 't;:,;,: ,::;·:;.:1, • ~ -6" -I I 'J--• • ;;,;--_,____, a I. CONCRETE SHALL 8£ 520-C-2500. 2. SE£ STANDARD /JJW. fl-10 FOR JOINT /JETAILS .1 S/.OPE TOP CF CURB 1/,t.• PER FOOT TOWARDS r;urrrR MODIFIED 6" CURB AND GU I I EH @ NO SCALE BEGIN PED RAMP PED-RAMP BASE MA 7£RIAL PER SOILS REPORT 6" CURB 6" RADIUS BEGIN H.C. STALL END PED RAMP GU I I EH TRANSITION. • PED-RAMPS @ NO SCALE 3' 1·1-1 1.5' /1.5" . ' ·-.1. . ' . RIBBON GIJ I I ER @ -----E NO SCALE 6" RAO/US 2 CURB OPENING/ENDING® NO SCALE GU I I ER TRANSITION • H.C. ST ALLS @ NO SCALE 5• A TRIUI.I, GRA 7[ NOS BO OR APPRDV.-~ EQUIVALENT N07[: USE Fl.AT BRASS GRA 7[ FOR LA~ INLET ELEVATION (FG) AREAS & HARDSCAP-£, CONTRACTOR PER PLAN SHALL SUBMIT FOR APPROVAL 1.0Jr 1,0Jr PRIOR TO INSTALLATION. --=-"'-----<µ!.!!cl---~"'==---r ADJUST ALL INLETS TO FINAL GRADED GRADES. -DIAM. RISER PIPE . 0/All=IJA/N PIPE SIZE j STANDARD PVC WI!" BRANCH INVERT aEVA TION (IE) PER PLAN 1/8 BEND .:::=::;: {6' /JAX) /JN/£SS • Ol/lER/IISE NO TED ~ PVC PIPE (SIZE PER PLAN) AREA DRAIN @ -------,H NO SCALE SECTION OF 12" METALLIC OR PLASTIC PIPE TOP OF PAl£MENT 1 B'' 15 BACKFILL TO TOP OF I /8 BEND WITH I• MAXIMUM AGGREGATE!- 12" 12• CAST IRON GA TE CAP 12· 560-C-J250 CONCRETE i---PVCPIPE STD. 1/8 BEND CLOSE ENO WITH CLA Y CAP .t-GROUT IN PLACE OR US£ MECHANICAL JOINT PLUfl 13 5/6" 11 112· STANDARD WI!" BRANG GATE CAP {H•ovy Duly) lYPE B STORM DRAIN CLEANOUT CD -------I NO SCALE BACK OF 6' CURB [!)(;£ OF BUHJ)!NG FACE OF 6" CURB IIEDUCER 6" REO/JCER ROOF DRAIN TO CURB @ NO SCALE • ~• IIIOE IIHITE STRIPE rtPICAJ. J' o.c. PEN CAI.TRANS STANOA//0S • CRIJSS-Sl.OPE SI/All NOT EXCEEO 2Jl • l/J'IG/TlJOINAI. SJ.OPE SI/All NOT EXCEED 5Jl CROSS-WALK STRIPING'!(\ '-~ AUGN 111TH PE/J-RANI' 80TH [N()S NO SCALE ~ BAS£ MA 7£RIAL PER SOILS REPORT 0.12· 1/ 56/J-C-3250 PCC _i 6" 12' J' o.c. CURB B-INLET • :,• IIIIJE IIHITE S!RJPE TYPICAL fER CAL Tl/ANS STANOAROS LOADING ZONE STRIPING tij\ NO SCALE ~ AA as· OPfNINC IN ct1T7ER{!i) r 0. IJ'_,,_,,_---li t-Y 'RB AND Clll7EH lOll.lNEl LI' OF CIJT7ER ~ ~ l -'(_ ~~HUN£ I FOSSIL Rl7ER l PCC Cl/RB I R.OHUNE SECTlON AA-AA NOSCAJE 3 s/a· o.5' l/2'R ,'l"~d.---. • -- J' 2.5' 2· I 1/16• -...-~KEN£() Pl.AN£ JOINT MOD/RED 4• TYPE 'C' CURB (PVT) NO SCALE -INLET W/ FOSSIi. FK. TEH L AA 8-/NLET/GUTTER DETAIL NO SCALE B-INLET /GIJ I I Ei-1 DETAIL@ NO SCALE 1/2"R • ROLLED CURB @ -'-'-------o NO SCALE 2.0' ( o.1z2g.• = 6.JX) T.C. ELEV. SHOWN ON Pl.ANS= GUT. fl. ELEV. + 0.50 TYPE :4-6' CURB ' PER STD. NO. JOI 1.5' T.C. ELEV. SHOWN ON ON PLANS=__/ 1-7•-•-----4/' GUT. fl. ELEV. + 0. JJ' MOO/f/ED 4 ' TYPE 'C' ROI.LED CURB (PVT) J' TRANS/TlON CURB OETAIL {PVT) NO SCALE ROLLED CURB TRANSmON ® NO SCALE 6" HIN CURB HT VARIES 80TH SOES 12' BORDER PER SJHSD (;-J2 I: 12 /JAX RA/JP T.O. = T/IUIICA TED 00/JE PED-RAMP@ NO SCALE PER SJHSO G-JO PCC 90£WA11( I.AN/JIN(; 2Jl MAX IN ANY IJIR[Cl/ON 12' BORDER PER S/JRSIJ G-J2 6' CURB 1: 12 MAX in"ll'--£.1114,{:J/l!/J RA/IP 6" CURB LANI}/N(; 2Jl /JAX IN ANY 0/RECTION 12' BOROER PEIi SlJRSD G-J2 6' CURB T.O. 1.0.= ll/tJNCA TED /)()/,1£ PER SIJRSD fr-JO PED-RAMP@ NO SCALE S PEfJ-CR/JSS WALK LANDING 2Jl MAX IN ANY 0///ECTION T.0.=ll/tJNCATED 00/,IE PER SIJRSO G-JO 1:12 MAX RA/JP PED-RAMP(!) NO SCALE 6" 1110£ CURB HT VARfi B/JTH Sf!}[S , o• CURB T.O.= ll/tJNCA TED OOJIE PER SlJRSD (}-JO . .. _ _,rPfJJ-CR/JSS WALK t---f-~Jl /JAX X-9.Cff AT PEfJ-RANt'{Jl',, ·····•··· llWISTION Glll7UI 80TH SOF:S 'CD ( 6' HIIX CUR. 1 _ HTJ'Ws PED-RAMP@u ' BO NO SCALE • 6' CUI/B I I I i "'t--PEIJ-CIIOSS WALK T.O. = T/1/JNCA TED 00!,(£ 1 / PED-RAMP® NO SCALE PER SlJRSIJ fl-JO "AS BUil T" ~~ 3-30~01 RCE5094· ~-9-3o-Of DATE REVIEWED BY: c4', INSPECT~ DA1E RIBBON GUTTER r."'\ I SH~ET I CITY OF CARLSBAD I SH~TS I ___ N_O_S-CA-LE----\0 1-----+--+------''-----------j!---t---t--,---i ENGINEERING DEPARTMENT (._ _________ ......:~=::: ___ .....:::::._ ________ _j_ _____ tf--_-_-_-_-+-f--_-_-_---++_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_1----_-_-71----_-_-Ti--_-_-_-_~l_-_-_1 DET.AIIS FOR: ~ No. 50 "' 'xp. 9-3 CI V \ F PARTNERS '" Planning and Engineering ~d_ ~ ;f~M /Zl•o& ANDREW J. KANN R.C.E. 50940 DA 7[ MY R[G/STRA nON EXPIRES 9-J0-09 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 DA TE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL BRESSI RANCH LOT 15 NOTES AND DETAilS APPROVED: DAVID A-~y DEPUlY CllY ENGINEER PE 33081 EXPIRES 6 DWN BY: __ _ CHKD BY: GYP RVWD BY: CW PROJECT NO. PIP 06-07 30 08 DA1E DRAWING NO. 455-2A ~ -w K a ;;; Ii 8 ,! J r • g 1.11 a • r---------------------------------------..... ----------------------------------------,5 C / _/,_/ --TYPE 'F' CATCH BASIN W/OPENING ON NORTH SIDE TOP = PER PLAN fl = PER Pl.AN DETENTION BASIN A-1 N. T.S. TYPE 'F' CATCH BASIN W/OPENINGS PER Pl.AN TOP = PER PLAN fl = PER PLAN PER PLAN DETENTION BASN B-1 l B-2 N. T.S. 12• HOPE SO PIPE IE IN=PER PLAN IE 0/JT=PER PLAN PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 9 212 7 Ph. (858) 376-3444 Fax: (858) 376-3555 .~ R. CE 50940 M , .. REG/STRA noN EXPIRES 9-JO·· 09 / ,, _,-f '<< '(' ~--TYPE 'F' CATCH BASIN W/OPENING rfN NOR lH SIDE TOP = PER PLAN fl = PER PLAN 18" HOPE SO PIPE IE IN=PER PLAN IE 0/JT=PER PLAN ---TYPE 'F' CATCH BASIN W/OPENINGS PER PLAN TOP = PER PLAN fl = PER PLAN 40' CONCRETE ENCASE/JENT PER SORSO SOS-112 DETENTION BASIN A-2 N. T.S. PER PLAN 11' J\. 4' • R, I 1,r DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION "AS 8UIL T" ~~ 3-30•01 ;E 5'0f EXP. 'l-3o·o'j DATE RE~EWED BY:.4/41,,. ,1.L.,/0,, ~ ..... •!....~ l",o INSPECTOR/ DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT DET All! FOR: BRESSI RANCH LOT 15 NOTES AND DETAIIB APPROVED: DAVIWA~ s-/r/of DEPUTY CITY ENGINEER PE 33081 EXPIRES 5/30/os· DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: 2(S OTHER APPROVAL CITY APPROVAL PIP 06-07 455-2A RVWD BY: