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HomeMy WebLinkAboutDWG 458-4A; MS 06-09; OGARA DEVELOPMENT; 01-03GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVlOUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. TH£ INSURANCF COMPANY WRiDNG TH£ POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CA TE GORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE . UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE ' CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENG/N£ER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS AND THE " EARTHWORK SPECIF/CATIONS • ATTACHED TO TH£ PRELIMINARY SOILS INVEST/GA TION. DAILY FIEW COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PR[CONSTRUCTION MEETING SHALL BF HELD AT THE SIT£ PRIOR TO TH£ BEGINNING Of WORK AND SHAii BE A TTFNDFD BY All RFPRf:SFNTA VVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASP£C1S Of THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CAWNG THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR W/LL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al I INSPECTION RFOI/ESTS OTHER THAN [OR PRFCONSTRIICTION MUTING WII I BE MADE BY CAIi/NG THE FNGINF[RING 24-HQIIR INSPECTION RFOIIFST IINF AT (760) 438-3891. INSPECTION REQUEST MUST BE RECFI\IED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEF:EIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIFS FROM THE SHORING SYSTEM STANDARDS ESTABUSHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA AOMINISTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BlASTING PERMIT .HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. . 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THI;: PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION. CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. CSB24X36.dwg ' ' GRADING NOTES ( CONTINpED) 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ' , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN} (760)434-2980 "CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT . (760)633-2650 "LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 "OLIVENHAIN WATER DISTRICT (760)753-6466 "BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BU/LT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STA TE MEN T AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO SEE ENLARGED VIEW ~ .s>.y ~-~ ~ ~ ,;,51,J, ( ~~~~ ti:> o PROJECT LOCATION 1/·, ENLARGED VIEW NO SCALE DECLARATION OF RESPONSIBLE CHARGE CITY OF OCEANSIDE 78 PACIFIC OCEAN PROJECT LOCATION CITY OF ENCINITAS NOT TO SCALE CITY OF VISTA VICINITY MAP NO SCALE I HEREBY DECLARE THAT I DESIGN □F THE PROJECT AS \;ITH CURRENT STANDARDS, I D□ES NOT RELIEVE ME, AM THE ENGINEER □F \;ORK FDR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE □VER THE DEFINED IN SECTION 6703 □F THE BUSINESS AND PROFESSIONS C□DE, AND THAT THE DESIGN IS CONSISTENT UNDERSTAND THAT THE CHECK □F PROJECT DRA\;INGS AND SPECIFICATI□NS BY THE CITY □F CARLSBAD AS ENGINEER □F \;ORK, □F MY RESP□NSIBILITIES FOR PROJECT DESIGN. -=--AQUATERRA ENGINEERING INC, 1843 CAMPESIN□ PLACE &?' C --~~;,._ OCEANSIDE, CA 92054 "·\ ,, l'le-23080 :1 TEL• 760-43~ ~c;? BY• GAi1Psi<l RC~ , EXP. 121311-13-- SOILS ENGINEER'S CERTIFICATE INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS. MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. I, CHIN C, CHEN, A REGISTERED CIVIL ENGINEER □F THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD □F APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY □F THE SOIL CONDITIONS PREVALENT \;!THIN THIS SITE \;AS MADE BY ME □R UNDER MY DIRECTION BET\IEEN THE DATES □F JANUARY 8, 2007 AND FEBRUARY 8, 2007, T\;□ COPIES □F THE SOILS REPORT COMPILED FR□M THIS STUDY, \;ITH MY REC□MMENDATI□NS, HAS BEEN SUBMITTED T□ THE OFFICE □F THE CITY ENGINEER. 35 .. 1HE SOILS REPORTS nTLED 'SITE INSPECnON PROPOSED RES/DENnAL BU/WING SITE, 1103 OAK AVENUE, CITY CARLSBAD, PREPARED BY SOIL TESTERS, DATED FEBRUARY 8, 2007" ANO "SEISMIC DESIGN CRITERIA PROPOSED RESIDENTIAL BUILDING SITE, 1103 OAK AVENUE, CARLSBAD, CALIFORNIA, PREPARED BY CHRISllAN 'MIEELER ENGINEERING INC.DA TED MARCH 7, 2007" SHALL BE CONSIDERED AS A PART OF 1HIS GRADING. ALL GRADING SHALL BE DONE IN ACCORDANCE W11H 1HE RECOMMENDA nONs AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORTS. 36. IN ACCORDANCE W11H 1HE CITY SUSMP, ALL STORM DRAIN INLEIS CONSTRUCTED BY 1HIS PLAN SHALL INCLUDE 'STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOW1'/STREAM. STENCILS SHALL BE ADDED TO /HE SATISFACTION OF 1HE CITY ENGINEER. □IJNER'S CERTIFICATE \;E HEREBY CERTIFY THAT A REGISTERED S□ILS ENGINEER □R GE□L□GIST HAS BEEN □R \;ILL BE RETAINED T□ SUPERVISE □VER GRADING ACTIVITY AND ADVISE □N THE ~ MP mN ND STABILITY..,VE snL i I ---------r: ~ 2 'f_ -~-J-1-~ l~CHAEL/\[GARA ATE -~--\._Dv--:: I.-\ (~/ \ 'L. LUKE T. □'GARA DtiE 3?,00 TAl"ll?S OIZIVE CARLSBAD, CA 92018 p, 760-434-7563 S□IL TESTERS P. □. BOX 1195 LAKESIDE, CA 92040 P: (619) 443-0060 ENGINEER"S JOB N□. 1106F5-07 EXP. 9/30/13 SOURCE OF TOPOGRAPHY 1;.SSiQ . -\-IIN C i". ""-?: "' . c'f !!? (.) l'IO C 03444'2. . g) ' ~ o-• I ' ~ p c1,1\ OF C TOPOGRAPHY SH□',;N □N THESE PLANS \/AS GENERATED BY FIELD SURVEYING METHODS FROM INFORMATION G1\THERED IN FEB. 2006 BY COASTAL LAND SOLUTIONS (SEAN CHARLES ENGLERT LS7959), TOPOGRAPHY SH□',;N HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED \;!THIN ASSESSORS PARCEL NUMBER 205-020-28. THE CALIFORNIA C□□RDINATE INDEX OF THIS PROJECT IS• N 362 E 1665 STREET NOTES I. ACTUAL STRUCTURAL SECTIONS \;ILL BE DETERMINED AFTER 'R' VALUE TESTS HAVE BEEN CONDUCTED BY A PR□FESSI□NAL ENGINEER □F THE STATE □F CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD □F APPLIED S□IL MECHANICS, □N THE PREPARED BASEMENT SOIL THE 'R' VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTI□N MUST BE SUBMITTED T □ THE ENGINEERING INSPECTOR FDR REVIE\; AND APPROVAL A MINIMUM □F T\;□ (2) CITY \;ORKING DAYS BEFORE THE \;ORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SH□IIN □N THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE P□INTS AND HAND-HOLES SHALL BE SH□',;N □N THE 'AS-BUILT' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATI□NS \;ILL BE ALL□IIED. ALL LUMINAIRES SHALL BE 'CUT □ff' TYPE. . . .. 3, ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRI□R T□ CONSTRUCTION OF CURBS, CROSS GUTTERS DR SURFACING □F STREETS. 4, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE \;ITH A MINIMUM D-L□AD □F 1,350. F □R PRIVATE STORM DRAIN PIPES, UP T □ 15' ST□RM IJATER REQUIREMENTS CONSTRUCTIIJl S\IPPP TIER LEVEL 2 PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED \;ITH 3/ 4' R□CK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM P£RCIEVED THREAT T□ STmH \/ATER llUALITY HEDI\M Pm£CT RElllJIR[S STANDARD SHIRK \/ATER RElllJIR[l(NTS STANDARD 3034 FllR SDR 35 SCUD \/ALL PIPE. . 5, \IHERE AN EXISTING PIPE LINE IS . T□ BE ABANDONED IT SHALL BE REMOVED \;!THIN T\;ENTY FEET □F BUILDING □R STREET AREAS AND REPLACED \;ITH PR□PERL Y COMPACTED S□ILS. IN OTHER AREAS THE PIPE \;ILL BE PLUGGED \;ITH CONCRETE OR REMOVED AS APPROVED BY. THE CITY ENGi~ 6, \;HEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS □F TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY □F CARLSBAD LANDSCAPE MANUAL 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET \;!THIN THE LIMITS OF \/ORK OF THIS PLAN PER SDRS D\IG M19. 9, ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS \;ORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PR□FESSIUNAL LAND SIJRVEYIJRS ACT, , T\I ) SETS □F SURVEY (CUT) SHEETS SHALL BE PROVIDED T□ THE CITY ENGINEERING INSPECTOR. A~PTIOII OF Pffjt>r,l!lf!:I U\M!{,e- H> ef ~ :I'!,~, :I' •~•'I fft-~1'1! 11IAt :t AM 111e li!flll,lllf~• OF 'IIOa1'. ~ 1111,. ""'°",-AMI> :r AWGH~ i2J"ltllW!Bt.• ''"'"'- .,-,_ ~WI Of 11\t "'°11k-1 ,¥,,r::ff!Nll() IM~ G,..,..J 01' 'la &ISINli~/tN!) r,,,J~S Ul"E.+"Ntiff','TANl)'TIIATTIIII. (./11<)1. of ""111<-1 ~'IIIMlo~ 1 ~lftlA110N~1/\lol'lftl.AllOfl~ />,HP ~MIN\ It'(,-~ C.lrt OF CA•~IIMO ~ 111>"1 PfL.15\la -'lf,A~ ln!M .... OF WOfll(. ,,,r MY J~91._ I~ fl'. l"'I r,,ll'll<T ~'-ll•t-1. • REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION Olv'NERSHIP TC-30 GRASS LINED LDT 1 & 2 SIJALE , TC-32 BID-RETENTION LDT 2 SIJALE MAINTENANCE SHEET AGREEMENT C.C.&R'S 2 BMP 2 AGREEMENT ND. MAINTENANCE FREQUENCY MONTHLY MONTHLY CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S) = 0 F,FLO"J=O G.P.ll. OUT OF O F.H,(S) BIJJGr=YF.S .... F.FLOW 1500 G.P.ll. FOR ~ HRS. -' IJ□RK T□ BE D□NE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING □F PERMANENT LANDSCAPING AND PREPARATION □F AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SH□',;N □R REQUIRED □N THIS SET □F PLANS AND THE CITY STANDARDS, SPECIFICATI□NS, REQUIREMENTS, RES□LUTI□NS AND ORDINANCES CITED □N THESE PLANS. THE GRADING \;ORK SHALL BE PERFORMED IN ACCORDANCE \;ITH THE F □LL□\;ING DOCUMENTS, CURRENT AT THE TIME □F CONSTRUCT!flN, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY □F CARLSBAD STANDARDS 3, THIS SET □F PLANS 4. RESOLUTION N□, 6326, 6327 DATED AUGUST 15, 2007 AND LETTER DATED AUG. 24, 2007 ENTITLED 'PR □P□SED MINOR SUBDIVISI□N N□. MS 06-09, □'GARA DEVELOPMENT' ' 5. THE STANDARD SPECIFICAT!flNS F□R PUBLIC ',;ORKS CONSTRUCTI□N (GREEN B□□K), 6, SOILS REPORT AND REc□MMENDA TI□NS BY SOIL TESTERS, DATED FEBRUARY 8, 2007 AND CHRISTIAN \;HEELER ENGINEERING, DATED MARCH 7, 2007 ' 7. THE SAN DIEGO REG!flNAL STANDARD DRA\;INGS AND AS MAY BE MODIFIED BY THE CITY □F CARLSBAD STANDARDS. 8, A CALIFORNIA COASTAL C□MMISSI□N DEVELOPMENT PERMIT \;AS NOT REQUIRED F □R THIS PROJECT 9. ENVIRONMENTAL APPROVAL DOCUMENTS \;HERE NOT REQUIRED F □R THIS PROJECT 10. STORM \;ATER P□LLUTI□N PREVENTION PLAN PREPARED BY ENGINE~RING CONSUL TING GROUP DATED 1/21/2009 11. STORM \;ATER MANAGEMENT PLAN PREPARED BY ENGINEERING CONS.UL TING GROUP DATED DATE 1/21/2009 12. CALIFORNIA STORM \;ATER QUALITY ASS□CIA TI□N BMP C□NSTRUCT)ON HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL LEGEND DESCRIPTION RETAINING \11'1.L, 8' MI\S[JIRY llAX, HT. = 3'-6' ' ,DWG.NO. SYMBOL QUANTITY S~SD C-4 - - - - -253 Lr \ LIMITS □r GRADING <DISTURBED AREA) EXISTING c~s 11682 sr <0260 AC> PR□PIISED C□NT□IJRS FL□\/ DIR[CTJDN ARRD\I ENERGY DISSIPATER (PRIVATE> VEGETATED S\/ALE --- DET All. 'D' UN SHEET 3 DETAil. 'C' UN SHEET 2 -(86)- 85 iflJi, <.C= ~ <.C= SI/ALE IN IRASS AREA NO IIJAIL --------- BI□-RETENTIIJl S\IALE DETAIL 'F' □N SHEET 3 ~·i~J}:tf.~ CONCRETE 1£AD\/Al.L (PRIVATE> DETAil. 'E' UN SHEET 3 II= 'PRCVATE' -\/ATER LINES ( 1' DIA.) Iv' I' \/ATER SERVICE \I/ 5/8' METER \1-3 W.MD- 1' \/ATER l FIR[ SERVICE \I/ 1' HETER \1-3/1 w.~6c 'PRIVATE' -4' SEVER Lil£ / LATERAL (PVC -SDR35) S-7 s 'PRIVATE' -SEIIER en S-6 OC.O. ', ' C□tf:RETE ~IVE\IAY (PRIVATE> -~ '. -~ -., ' ASPIW.T ~IVE\IAY TRANSITffi PAVING (4'A.C✓8'A]) .. TREt«:H AND RESURFACE PVHT PER s.nifs.D G-2'1 (,TY~B) ~ rrn11111111LJ PROJECT DATA A, SUE ADDRESS , .,, . 1103 □AK STREET, CARLSBAD, CA 92008 B, O\r'NER/ PER/ilTTEE APN• 205-020-28 MICHAEL □'GARA, P.□. B□X 1633, CARLSBAD, CA 92018 PH. 760-434-7563 i . I C. EARTHIIDRK DATA CUT = 2 CY <RA \I) IMPORT= 222 CY FILL= 292 CY (RA\;) PAVEMENT UNDERCUT= 69 CY REMEDIAL GRADING = 390 CY D. PROJECT DESCRIPTl□N .. i THIS PROJECT IS PROPOSING A PLANNED UNIT DEVELOPMENT (P.U.D.) T□ SUBDIVIDE A SINGLE 18,183SF PARCEL INT□ THREE PARCELS, THE USAGE □F THE L□TS \;ILL REMAIN AS IS 'RESIDENTIAL' <RDM-Q), THE Q-□VERLAY REQUIRES A SITE DEVELpPMENT PLAN. E, REFERENCE DRAIIINGS D\;G 173-6, . D\;G 144-1, D\;G 155-3, D\;G 155-9 F. BENCHMARK DESCRIPTION• 2.5' BRASS DISC IN NORTH CURB □F CARLSBAD VILLAGE DRIVE . ' L□CATl□N: 0.1 MILES \IEST □F HIGHLAND DRIVE □PP□SITE PALM TREE IN CITY LIBRARY PARKING L□T CITY □F CARLSBAD SURVEY C□NTR□L POINT• CLSB-122 ELEVATION• 127,190' DATUM• NAVD29 G. LEGAL DESCRIPTION THE N□RTH\;ESTERLY HALF OF LDT 5 □F SUBDIVISION □F TRACTS 114 AND 120, tARLSBAD LANDS, IN THE CITY □F CARLSBAD, COUNTY □F SAN DIEGO, STATE □F CALIF□RNIA, ACCORDING T□ OFFICIAL MAP THEREOF N□, 1744, FILED IN THE OFFICE □F THE SAN DIEGO COUNTY RECORDER ON JANUARY 3, 1923, H. SHEET INDEX SHEET Na. 1 Jf••:;5IJ!,.E-~sH_EE'T,'lS~: 2 3 lY . GRADING AND\ DRAINAGE PLAN {·\ w'.ATER'PLAN ~N)J DETAILS 0.25 C,Y. 100 Lf. 155 Lr. 16 LF. 1 EACH 314 Lf, 1 EACH I EACH 178 Lf. 2 EA 1059 s.r. 554 Sf. s2 sr •' ,, :< ,. " ',, ,1 ING DEPARTMENT APP ''.:r;(~;\:-:D?" C . Ly[:}(< ~ I I --.. ,, 11 AS BUlL T" @~ DON NE EXP. 'o-Z,,I'\ . (PRINT IIAIIE) CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLA-N s Foe:. : : ,:·. ' DATE DATE I O'GARA DEVELOPMENT DATE INITIAL. DATE INITIAL GLEN K. VAN PESKI 8/vi/,z 2013 rDATE PROJECT NO. SUSMP PROJECT PRIDRIIY STANDARD -~v ~-1,%~~1A s~A: 1~~ )1. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: :· CHKD BY· e,w, RVWD BY: · '· MS 06-09 I DRAWING NO. 458-4A PLOTE DATE: 3/08/2012 \ I I I r I I i: I ,. I i I I • I . I ) LIMIT OF SIGHT DISTANCE CORRIDOR ·- V -. --------, E9 SCALE: 1"= CONSTRUCTION NOTES 20' INSTALL 20 FT \/IDE A.C. 'PRIVATE' DRIVE\IAY (3' A.C □VER 6' AGGREGATE BASD. REMOVE EXISTING H□SE BIB AND ASSOCIATED U/G PLUMBING S\IALE IN GRASS AREA (ND DETAIL> INSTALL 4' P.C.C. PAVING □VER 6' CL II AGGREGATE BASE \I/ #3 BARS @ 18' D,C. - E.\I,; INSTALL EXPANSI□N J□INTS AT 12 FT □.C. -E.\I, INSTALL MAS□NRY RETAINING \/ALL PER SDRSD C-4 \I/ 5' HIGH \IDDD FENCE DN TDP INSTALL CONCRETE RIBBON DRIVE\IAY PER SECTION 'A'-'A' CONCRETE HEAD\IALL PER DETAIL 'E' □N SHEET 3 NDT USED CSB2'4X36.dwg 20 0 7 77771 / / -;I EX ITIT777 AF,-AR lMENT ~ ~U___I__LLL_l___l___j_J GRAPHIC SCALE 10 20 4Q 80 I SPECIAL NOTES 1. AN APPROVED AUTDMA TIC FIRE SPRINKLER SYSTEM \/ILL BE REQU[RED, -2, THE REQUIRED FIRE FLD\I CAPACITY F□R THE PRDPDSED DEVELOPMENT IS 1500 GPM F□R A MINIMUM DURA Tl□N DF 2 HRS, NOTE STRUCTURAL SECTl□N TD BE VERIFIED BY PROJECT GEDTECHNICAL ENGINEER -BASED □N R-VALUE □F S□IL CDNDITl□N 3, THE ANTICIPATED \/ATER DEMANDS F□ R THE ------------------23] +---------------------! I PR□P□SED DEVELOPMENT ARE 930 GPD (AVERAGD, ,---------1L5' -----~----1---------ll.5' ---------1 I 2600 GPD (MAX>, AND 93 GPH (PEAK), ~ ---~-~R~~~ ~ ~R~ ~RB DF CARLSBAD I VILLAGE DRIVE, 0.1 HILES \/EST DF HIGHLAND DRIVE I □PPDSITE PALM TREE IN CITY LIBRARY PARKING LDT ELEVATION ° 129.362' DA TUM, NAVD88 6' CLASS II BASE 11/. TYP. I 20' I ,,,-.6' CONCRETE RIBBON (TYP) f-· --i / (520 C 2500) E9 DRIVEwAY TYPICAL SECTION 3/8" = GRASS DR TURF LINED □ PTI□N □VER FILTER FABRIC \'LANDSCAPE PLUS' (DUP□NT> I c;:-----\ DR EQUAL I n='llm= ~3' ~ E' l""'4Wll""ililll.i1/I~ ~l ♦E ,\j l-=IF-1 /1, 4. ,\ '""":....,_0 c ,,_I I I 4' ---,.._o.6ci I?! ~1~ I I I t: ~r "-iNcH□R ~r G_)DETAIL: VEGETATED SWALE 2 ND SCALE NOTES, D PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL 2) FDR GRASS DR TURF OPTION, INSTALL LANDL□K TRM 450 TURF REINFORCEMENT MAT. P/L EX. STRUCTURE □ N P/L~ '" 20 1 C/L 80 1 RIGHT OF wAY Lf U 40 1 EX, 35 1 A,C, PVM 1, s'i;/ALE P/L Ii_ t-3,5' - P/L 100,00 B □AK AVENUE TYPICAL SECTION (REF. DWG. 173-6) 1" -10'-o" F1NISH GWI ,. ' A ft, z;!x":::;;;;·~ GAR/LIPSKA RCE 23080 EXPIRES 12/31/13 I -~ --I_I I I S[[ VAT[R AND S[V[R IMPROV[M[NTS ON SH[[T 3 CONSTRUCTION NOTES (CONT) (D EXISTING AVDCAD□ TREE TD REMAIN AND BE PROTECTED @ REPLACEMENT TREE T□ BE PLANTED PER LANDSACPE PLAN ® ® ® ® @) ® REMOVE EXISTING TREE PER ITEM 12 OF C.□.A. F□R HS 06-09 IN LTR DATED 8/24/2007 AND REPLACE \I/ APPROVED VARIETY PER C.□.A. EXISTING 24' TREE TD PR□TECT IN PLACE RIP RAP ENERGY DISSIPATER PER DETAIL 'D' DN SHEET 3 BUILDING F□UNDATl□N STEM \/ALL PER SEPARATE PERMIT (N□T A PART) VEGETATED SI/ALE PER DETAIL 'C' □N SHEET 2 Bl□-RETENTI□N SI/ALE PER DETAIL 'F' DN SHEET 3 ( IN FEET ) 1 inch = 20 ft. DO\v'NSPOUTS ALL DD\INSPDUTS F□ R THE GARAGE, ACCESSORY LIVING UNIT AND THE SINGLE-FAMILY RESIDENCE SHALL BE LOCATED TD DIRECT RD□ F TDP RUN□FF TD THE SOUTHERLY PERIMETER S\JALE. ' "AS BUILT'' ~/is'"[u1"1 DATE REVIE\./ED BY• /, 1 ), /J. 1 9·2'6· (/ .r. -.. -.. -.. -.. -...,._....,_....;. _____ . __ ....;. ______ ,...._...,. __ ,...._....,. ___ ....;. _ _,1,.;I/IJ=i~tCT□iV DATE ---1--'·-· -+----+-----------t------l---+--t-----1 I SH2EET I ~C-IT_Y_O_F __ C_A_R_L_S_B_A_D~ I SH3EETS I . ~=='-'==::::E:::N::::G::::I N::::E::::E:::R::::IN:::;G=D:::;E:::;P:::;A:::;RT::::M:::;E:::;N:::;T==:::'._':==~ 1-------,1-----+----------------1----+--+----+-----1 GRADING PLAN5 Fotz:_.,;' --,_, O'GARA DEVELOPMENT APPROVED PLOTE DATE: 3/30/2012 ' ! ! I' ' '·,. ! i' ! I '' " I i: ' - I ii !, I i ' I ------ !101212 I061ZJ5 -, I --FINISH GRADE -----3' -----1 4' THICK LAYER □F 1' T□ 2' CRUSHED AGGREGATE----..., OVER LANDSCAPE PLUS FILTER FABRIC FINISH rRADE ---- @ 27. SLIFE ON NATIVE MATERIAL SIDE VIEW •1 SIDE SLOPE LANDSCAPE PLUS (DUPONT) FILTER FABRIC 4' THICK LAYER OF 1' T□ 2' CRUSHED AGGREGATE @ 2~ SLIIP£ ON NATIVE MATERIAL DR EQUAL SECTON VIEW DETAIL: ENERGY DISSIPATER (PRIVATE) • ND SCALE CONCRETE• --250 FINISH GRADE 1 1 FINISH GRADE 7 __ ill __ J_J__ --------- 7 FACE VI£'vl SID£ VI£'vl DETAIL: CONCRETE HEADWALL (PRIVATE) ND SCALE 6' MIN. ENGDmEll Sllil. ~ ISEE SIIIl. t{]J[ -----. ~ NATIVE H,\TERl/i DR lli COW:IED TD 9lll! lfl FILTER FAIIUC IS TD BE IJS[ll IN THIS SECm GRASS DR TURF LINED □VER TURF REINFORCE MEN[ :w MIN. 2' to 4' CRUSl£D ROCK ~-3' PVC PIPE MER£ Slll'JN IN SECm 'lf-'lf •ootflR Sllil.' LAYER SIWl BE MINDI.M 6' lllP 'SANDY LlWI' SIIIl. MIX lfl tm: "' ----3' ----"--<-- ~~Gsa~~. CIVIL ENGINEERING * LAND PLANNING !fJJfJ!IQJjterra Engineering Inc. ~ 1 B43 Campesino Place ~ Oceanside, CA 92054 Tele: (760) 439-2802 Fax: (760) 439-2866 g M a, TIWI 5l: CLAY lllflENT. Tl£ MIX SIWl CllfTAIN :iO-f,O)! SAND, 20 -JOI CIH'IIST DR IWID\1111D 11.LCH, 20-JOX TDPSIIIl. BIO-RETENTION SWALE N□ SCALE SECTION ND SCALE 3' PVC PERFORATED PIPE \/ITH HOLES AT BOTTOM - \v'ATER AND SE\v'ER PLAN SCALE: 1 "= 20' SEVER NOTES 1. SE'.'ER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE '.'ITH THE 'CITY □F CARLSBAD ENGINEERING STANDARDS <LATEST EDITl □N), VOLUME !- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FDR GRAVITY SE'.'ER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRA'.'INGS AND NOTES AND THE STANDARD SPECIFIC A TI□NS FDR PUBLIC '.'□RKS CONSTRUCTION, LATEST EDITI □N (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATI □N PERMIT FROM THE DIVISI□N OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TD ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS, 3. BEFORE ANY CONNECTION TD THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT, IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT, 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF \,/AY, A CITY RIGHT OF \,/AY PERMIT SHALL BE REQUIRED, 5, THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRI□R TD THE BEGINNING OF C □NSTRUCTI □N. <TELEPHONE ND. [760) 438-3891) \/ATER NOTES L '.'ATER & RECYCLED '.'ATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE '.'ITH THE 'CITY OF CARLSBAD ENGINEERING STANDARDS' <LATEST EDITION) VOLUMES 2 & 3, 2, THE CONTRACTOR SHALL OBTAIN AN EXCAVATI □N PERMIT FROM THE DIVISI □N OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TD ALL PROVISIONS □F THE STATE CONSTRUCTION SAFETY ORDERS, 3, BEFORE ANY CONNECTION DR SHUT D □'.'N OF VALVES ON EXISTING C.M,\,/,D, LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M,\,/,D, OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY □PERATI □NS' PUBLIC '.'□RKS MANAGER. 4, A PREC□NSTRUCTI□N CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE C□NSTRUCTI□N BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TD BEGINNING OF C □NSTRUCTI□N, TELEPHONE N □,(760) 438-3891 FDR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY □F CARLSBAD ENGINEERING INSPECTI□N DEPARTMENT 48 HOURS PRIOR TD STARTING \,/ORK SD THAT INSPECTION MAY BE PROVIDED -TELEPHONE ND, (760)438-3891. 6, ND TREES DR STRUCTURES SHALL BE ALLD\,/ED IN THE \,/ATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TD COMMENCEMENT OF \,/ORK -ANY EXCEPTl□NS SHALL REQUIRE \,/RITTEN PERMISSI □N FROM THE D!STRll:;T ENGINEER. 7, ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS □F CATHODIC PR□TECTI □N. IF DEVEL□PER/D\,/NER CONDUCTS A S□ILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER \,/ILL CONSIDER AN ALTERNATIVE FORM □F PR□TECTI □N. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE □F MATERIALS □F THE FIRE LINE LOCATED BET\,/EEN THE DETECT DR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY □F CARLSBAD FIRE MARSHAL, 9, ALL POTABLE '.'ATER AND RECYCLED '.'ATER SERVICES SHALL BE I' AND ALL METERS SHALL BE 5/8' (UNLESS □THER'.'ISE NOTED □N PLANS), 10, ALL \,/ATER METER BOXES SHALL BE 17' X 30' X 12' POLYMER CONCRETE AS MANUFACTURED BY ARM□RCAST DR EQUAL. 11. MINIMUM SPACING BET'.'EEN POTABLE \,/ATER LATERALS AND SE\,/ER SERVICES SHALL BE 10 FEET. 12, THE TOP □F '.'ATER METER BOXES SHALL BE FLUSH \,/ITH THE FINISHED SURFACE GRADE, 13, CDNSTRUCTI □N □ F \,/ATER MAINS AND RECYCLED \,/ATER MAINS SHALL ADHERE TD THE 'CRITERIA FDR THE SEPARATION OF '.'ATER MAINS AND SANITARY SE'.'ERS' PUBLISHED BY THE STATE □F CALIFORNIA'S DEPARTMENT □F HEAL TH SERVICES. 14. AXIAL DEFLECTI□N AT THE PIPE J□INTS ARE NOT ALL□'.'ED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TD EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET>. USE CERTAINTEED 'VINYL-lR □N' H.D. FDR C900. -------------· . ·--=---==-- I CONSTRUCTION NOTES (TI EXISTING I' \/ATER SERVICE AND 1' METER TD REMAIN FDR USE AS DOMESTIC AND FIRE SPRINKLER SERVICE PER CARLSBAD D\IG, ND \l-3A IT] INSTALL SE\IER LATERAL PER CITY OF CARLSBAD STD, S-7 [I] INSTALL I' \/ATER SERVICE AND 5/8' METER PER CARLSBAD DIIG. ND. 11-3. [Ij TRENCH AND RESURFACE PAVEHENTPER SDRSD G-24 <TYPE B) I <[) t') -H . I j~ (86)--__j __ L ' PRrJ~D Ut:!J)~R-THE SUPERVISI□N □F• 4~ _____ DATE;m_9_/J_L GAY LIPSKA RCE 23080 EXPIRES 12/31/13 11 AS BUILT'' (u/fnL__ EXP.0/ur, DATE REVIE'.'ED BY• I DATE l-----+---+-------------+----+-----+-__,__-----I I SH3EET I CITY OF CARLSBAD 137 ~=='-'=;:=::E::N::G::IN;;E::E~R~IN=G::::::::D:::E::P::A=RT::M::E::N::T==::::'...':~=SH=E=E=T=S~ GRADING PLANS FOIZ: O'GARA DEVELOPMENT PLOTE DATE: 3/30/2012 1012'12 06 1215