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HomeMy WebLinkAboutDWG 473-2A; SDP 06-12A; TAVARUA SENIOR APARTMENTS; 01-10GRADING NOTES (IN ADD/110N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY 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 ADDJnONAL DOCUMENTS USTE:D HEREON AS THEY MAY PERTAIN TO THIS PROJcCT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS 'M-/EN NON-CONFORMANCE JS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT REUEVE TH£ DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCllON. ALL PLAN REVISIONS SHML BE PROMPIL Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ~-A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER ll!LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS 111':LL AS ADDITIONM INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONM INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 1Hf INSURANCE COIJPIINY ll!IITING 1Hf POI ICY l,tUST HAI/£ A RATING OF "A-" OR BETTER AND A SIZE CAIEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BE"STS" KEY RA TING GUIDE. 5. UNLESS EX£MPIED BY SECTION JDl.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARAIE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHML BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIA 1£ 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 VMID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS ll!LL BE MADE TO JHESE PLANS ll!THOUT THE 111?/TTEN APPROVAL OF THE CITY ENGINEER, NOIED ll!THIN THE REVISION BLOCK, ON THE APPROPRIA 1£ SHEET OF THE PLANS AND THE ll7L£ SHEET. 9. ORIG/NM ORA ll!NGS SHALL BE COM[ THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAll!NG SHALL BE REVIS£D TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SIi£ AT ML TIMES DURING CONSTRUCTION. 12. 'M-IERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACllON CURVES, SHALL BE SUBMITTE:D BY A PROFESS/ONM ENGINEER OF THE STAIE OF CM/FORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT ll!LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR ll!THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD IESTS. IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OU/LINED 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 STAIE OF CALIFORNIA PRINCIPMLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCIED IN ACCORDANCE 111TH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • EARTHWORK SPECIF/CA RONS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS ll!LL BE SUBMITTED TO TH£ PROJECT INSPECTOR. 14. A PBECONSJRIJCTION MEFVNG SHA.II Bf HF/ D AT THE SITE PB/OR W THE RfG/f•JNING Of IWJRK AND SHAii Rf ATTfNOFO RY All REPRFSfNTJ.11\JfS RESPONSIBLE FOR CONSTRUCllON. INSPECTION. SUPERVISION, IESTING AND ML OTHER ,\$P[CTS Of 1Hf i\!lR/< THE CONTRACTOR SHALL REQUEST A PRECONSTRUCllON MEETING BY CMLING THE INSPECTION LINE AT (750) ~B-3891 AT LEAST Fll/£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCllON. THE CONTRACTOR WILL THEN BE CON TAC/ED BY THE PROJECT INSPECTOR TO COORDINA 1£ A OA 1£ ANO TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAll!NGS MUST BE AVAILABLE PRIOR TO SCHEDULING, THE GRADING PERMIT ll!LL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPFCDON RFOIJFSTS OlliFR THAN FOR PRFCON$TRIJCT10N MffDNG 'MIi Rf MADE BY GAIi iNG lliE fNGINFFRING 24 HOUR INSPFCDON RfO(JfST I/NE AT (76D1 438 JB91 /NSPECDON R£0/IEST i,tl/ST BE RECE/yf[) PRIOR TO 2-00 PM ON THE DAY BEFORE THE INSPECTION IS N££D£0. /NSPECllONS ll!LL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERll!SE. REQUESTS MADE AFTER 2: DO P.M. ll!LL BE SCHEDULED FOR TWO FULL WORK DAYS LA IER. 16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ML LOCAL. STAIE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS. 17. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOll!NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROIECllON FROM •THE HAZARD OF CAVING GROUND DURING THE EXCAVA noN OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTMLA nON THEREIN. 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 PRJOR TO EXCAVAT10N. IF llif Pl AN VAR/[$ FROM llif SHORING SYSTf.U STANDARDS ESTABLJSH[Q BY THE CONsmucnoN St,F[TY ORDERS, llTlE B CIILIFORN/11 IIDl,t/NISIRIIDY[ COO£ 1Hf PLIIN SHIILL BE PR£f'i\R£D BY A REG/S1fREQ ENGINEER !IT !HE CONIRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. /B. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT ll'ELL IN ADVANCE OF THE SCHEDULING OF BLASllNG OPERATIONS. 19. IF ANY ARCHA£0LOGICAL RESOURCES ARE DISCOVfRED 1rTTHIN ANY IIORK AREA DURING CONSTRUCllON, OP[RIIDONS ltll.L C(IISf IIJl,tED/illELY. AND THE PERM/TT££ ll!LL NOTIFY THE CITY ENGINEER. OPERATIONS ll!LL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED Wll/TTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCIED ON THE S//E OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCllON EQUIPMENT AND ANY OTHER ASSOC/A/ED GRADING EQUIPMENT SHALL BE LIMIIED TO THE PERIOD BETWEEN 7:00 A.II. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUC/ED ON 111:EKENDS OR HOLIDAYS. ( A LIST OF Cl TY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT CO/JNIER.) 21. llll OFF S17( HAUL ROU1fS SH/Ill Bf SUBI.IITTED BY 1Hf CONIRIICTOR TO !HE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MA IERIAL SHALL BE OBTAINED FROM, AND WASIE MA IERIAL SHALL BE DEPOS/IED AT, A S/1£ APPROVED BY THE CITY ENGINEER. !HE CONIRIICTOR SHA/ I BF RFsPQNSIBI F FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STRITTS AS A RE;SULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY ll!THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOIED ON THE PLAN. 24. ALL AREAS SHML BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WA IER 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 SHO~ AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECIED BY THE PROJECT INSPECTOR. 25, ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE S/1£ SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SIi£ APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANIED AND/OR HYDROSEEDED IIITHIN /EN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 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. DWG 47J-2L, AND/OR AS DIRECIED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINA 1£ THE WORK OF THESE GRADING PLANS 111TH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE 111TH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO, 'M-IERE AN EX/SllNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA RON, IT SHALL BE REMOVED ll!THIN Tll!:NTY FEET OF BUILDING OR STREET AREAS AND REPLACED 111TH PROPERLY COMPACIED SOILS. IN OTHER AREAS THE PIPE ll!LL BE PLUGGED 111TH CONCREIE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND) ll!THIN TH£ PROJECT S11£ SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 111TH THE PROPOSED WORK. J2. THE CONTRACTOR SHALL NOTIFY AFFECIED UllLITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DA 'IS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINAIE THE WORK 111TH A COMPANY REPRESENTATIVE. SDG&E (800 660-73~ UNDERGROUND SERVICE MERT (800~422-~IJJ PACIFIC BELL (BOO 892-0123 TIME WARNER CABLE f760)~J8-7741 COX COMMUN/CATIONS 750)806-9809 CITY OF CARLSBAD(STREETS .I: STORM DRAIN) (750)~J~-2980 'CITY OF CARLSBAD(S£111:R,WAIER .I: RECLAIMED WAIER) (750)~JB-2722 JJ. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CON/ROLi ED GRIID'r;f -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE IECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.Bf CARLSBAD MUNICIPAL CODE. B. PRIOR TO EINIIL APPROVAL OF ii GRIID/NG PERl,t/T -THE FOI.LOl\1NG REPORTS MUST BE SUBMITTE:D TO THE CITY ENGINEER VIA THE PROJcCT INSPECTOR /15.15.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COIIPLEIE. ML EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE 111TH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STAIEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY IESTS. THE REPORT SHALL ALSO INCLUDE A STl'. IEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE 111TH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT 111TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J~. UNLESS A GllAfllNG PERMIT FOR THIS PROJECT JS ISSUED ll!THIN ONE (1) YE:AR AFIER THE arr EJIGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FQII. PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J5, THE SOILS REPORT TIIL£D PROPOSED TAVARUA SENIOR APARTMENT BLDG. PREPARED BY GEO SOILS, INC., OA IED AUGUST 2~. 2011, AND ADDENDUM DA 1£0 NOVEMBER 9, 2011 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 111TH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. BASIS OF BEARING THE BEARING OF N6J'JJ'~"E 8ET\\£EN MONUMENTS CLSB-IJO .I: CLSB-122 PER RECORD OF SURVEY NO. 17271, CITY OF CARLSBAD SURVEY CONTROL NETWORK, THE COORDINA IES USED 111:RE FROM THE CALIFORNIA COORDINAIE SYSIEM ZONE 5, NAD83, 1991.35 ADJUSTMENT HAS BEEN USED FOR THE BASIS OF BEARINGS FOR THIS SURVEY. ABBREVIATIONS AC ASPHALTIC CONCRffi BW BACK OF WALK BOP BOTTOM OF PlANTER CB CATCH BASIN CL CENTER LINE CONG CONCRETE OW DOMESTIC WATER EG EDGE OF GUITTR FF FINISHED FLOOR FG FINISHED GRADE (lANDSCAPE) FS FINISHED SURFACE (HARDSCAPE) FL FLOW UNE FU FIXTURE UNITS FW FIRE WATER GPM GALJ.ONS PER MINUTE INV. INVERT LP LOW POINT MH MANHOLE NTS NOT TO SCALE PA PlANTER AREA POC POINT OF CONNECTION PVC POLYVINYL CHLORIDE RW RIGHT-OF-WAY SD STORM DRAIN SS SANITARY SEWER TC TOP OF CURB TG TOP OF GRATE 1W TOP OF WALL lYP lYPICAL VCP VITRIFIED CLAY PIPE VIF VERIFY IN FEILD W WATER REFERENCE DRAWINGS CITY AS-BUILT 134-J DA /ED ll/19/6J CITY AS-BUILT 155-J DA/ED 01/12/70 SHEET INDEX SHEET 1 TITU SHEET (CrTY STANDARD NOTES) SHEET 2 NOTES AND CROSS SECTIONS SHEET 3 DEMOUTION PlAN-EAST SHEET 4 DEMOUTION PlAN-WEST SHEET 5 GRADING N-lD PAVING PlAN-EAST SHEET 6 GRADING N-lD PAVING PlAN-WEST SHEET 7 GRADING SECTIONS SHEET B UTILITY PLAN-EAST SHEET 9 UTILITY PLAN-WEST SHEET 10 CIVIL DETAILS 1-800-227-2600 0'0--'0 SEfri,, mo 'cc-CALL USA/SC FOR J t UNDERGROUND LOCATING ? '· 48 HOURS BEFORE YOU .-;.& rooc:::, DIG! 00~221--'1 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT 1.0. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF OCEANSIDE HIGHWAY 78 SITE CITY OF ViSTA ;;, ,._o CITY OF SAN MARCOS AVE VICINITY MAP CITY OF ENCINITAS OWNER META HOUSING CORP. /HO SEPULVEDA BLVD. SU/IE ~25 LOS ANGELES, CA. 90025 JI0-575-J54J PROJECT LOCATION THIS PROJECT IS LOCA 1£D WITHIN ASSESSORS PARCEL NUMBER(S) 20~-192-12-00 THE CALIFORNIA COORDINA/E INDEX OF THIS PROJECT IS: N 2002089 E 6228299 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA /ED BY PRECISE GROUND TOPOGRAPHY METHODS FROM INFORMATION GATHERED ON JULY 29, 2011, BY HAHN ANO ASSOC/A IES, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BENCH MARK DESCR/PllON: 2.5" DISC, N.CRB CARLSBAD VILLAGE DR., 0. I MILES W/0 HIGHLAND DR. LOCATION: CITY OF CARLSBAD BENCHMARK/CLSB-122 RECORDED: R.S. 17271. FEB. 8, 2002 DATUM: NGVD 1929 ELEVATION: 127.190 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISIENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAll!NGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: KPFF CONSUL TING ENGINEERS ADDRESS: 6080 CfNTFR ORI\£ Sli/TF 700 CITY, ST.'. TE: l 05 ANGEt ES CA 90045 1£L£PHONE: (J/0)665-2800 SOILS ENGINEER'S CERTIFICATE SITE ADDRESS 3596 HARDING ST. CARLSBAD. CA. LEGAL DESCRIPTION (PTR): REAL PROPERTY IN THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, DESCRIBED AS FOLLOWS: "PARCEL A" AS SHOWN ON CERT/FICA TE OF COMPLIANCE WITH CONDITIONS EVIDENCED BY DOCUMENT RECORDED SEPTEMBER 7, 1993 AS INSTRUMENT NO. 93-0588928 OF OFFICIAL RECORDS. J. ' m· No. C 411()82 ' . ()3-11-1 I, DAVID W $KEl I 'r'. A REGISTERED (CIVIL/GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY• THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF AUGUST 18. ?011. AND NOVFMFBFR 9 2011 TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENG I NEER. SIGNED: G.E./P.E. DATE: 1""2..., 2-D 11 LICENSE EXP/RAT/ON DA TE: ;2..-31-13 *TH£ T£RM "CERTIFY" IS USED H£R£/N AS D£FINED IN DIVISION 3, CHAPT£R 7. ART/CL£ 3. 6735.5 OF TH£ CALIFORNIA BUSIN£SS AND PROF£SSION COD£ {2011/. OWNER'S CERTIFICATE I ( WE") HEREBY CERTIFY T/-/AT A REGISTERED SOILS ENGINEER OR GEOLOGIST /-/AS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ON THE COMPACTION AND STABILITY OF T/-11S SITE. ~ It. :r//1 D;{TE REQUIRED TREATMENT CONTROL EMP TABLE TYPE 810 RETENTION LEVEL DESCRIPTION FLOW THROUGH PLANTER OWNERSHIP PRIVATE SUSMP PROJECT PRIORITY ___ M=E~D=Il~1M~-- MAINTENANCE AGREEMENT BMP MAINTENANCE AGREEMENT SHEET NO. 7-8 EARTHWORK QUANTITIES CUT: 5J5 CY FILL: 18 CY REMEDIAL: J.080 CY EXPORT: 517 CY MAINTENANCE FREQUENCY QUARTERLY PWNlN4,DEPARTMENT APPROVAL BUil T" ~ 2k DATE:/Z.//.5 /ff WORK TO BE DONE THE GRADING WORK HALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS. SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl/ED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOLLOll!NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECIED BY THE CITY ENGINEER. /. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS <. RESOLUTION NO. 5808 DA IED 09/27/2011 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT AND R[COM!IENOA TIONS BY GEO SOILS, INC. DATED AUGUST 2<, 2011. 7. THE SAN DIEGO REGIONAL STANDARD DRAll!NGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA/ED N/A. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 10. STORM WAIER POLLUTION PREVENTION PLAN llER 2 PR[PAR[D BY KPFF CONSULTING ENGINEERS DAIED NOV. J, 2011 SWII-J85 11. STORM WAIER MANAGEMENT PLAN PREPARED BY KPFF CONSULTING ENGINEERS DAIED NOV. J, 2011 S~P NO. S~P 11-12 12. CALIFORNIA STORM WAIER QUALITY ASSOC/AllON BMP CONSTRUCTIQN HANDBOOK AND CALTRANS CONSTRUCTION $/IE BMP MANUAL LEGEND: DESCRIPTION GENERAL SHEET MATCH LINE ANNOTATION SURFACE ELEVATION/UTILITY ELEVATION EXISTING SURFACE ELEVATION/UTIUlY ELEVATION FLOW (DIRECTION ANO GRADE) HORIZONTAL CONTROL POINT LABEL PAD/FINISHED FLOOR ELEVATION .sJIE CURB AND GUTTER RETAINING WALL/SITE WALJ. PROPERTY LINE/RIGHT OF WAY TO BE DEMOLISHED \JDLJJY SANITARY SEWER DOMESTIC WATER FIRE WATER IRRIGATION WATER STORM ORAIN-12"PVC PERFORATED PIPE POINT OF CONNECTION UTILITY CLEANOUT CATCH BASIN AREA DRAIN/PLANTER DRAIN TRENCH DRAIN flRE HYDRANT THRUST BLOCK BACKFLOW ASSEMBLY DOUBLE DETECTOR CHECK VAi-VE GATE VALVE GRADING PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR GRADE BREAK LINE RIDGE LINE SAWCUT PAYJNG CONCRETE PAVING •• PCC SIDEWALK DRIVEWAY GRAVEL (REFER TO ARCHITECTURAL PIANS FOR DETAILS) PLANTER AREA/LANDSCAPE (REFER TO LANDSCAPING PlANS FOR DETAILS) DECOMPOSED GRANITE (REFER TO LANDSCAPE PLANS FOR DETAILS) SYNTHETIC TURF (REFER TO LANDSCAPE PlANS FOR DETAILS) FILTRATION PLANTER (REFER TO SHEET 10 FOR DETAILS) PAVERS PER LANDSCAPE PLANS PROPOSED SITE WAIJ. STD. DWG. • SDRSD G-2 S-5 S-6 S-6 S-6 S-5 SYMBOL ----- 100.00 xx / (JOO DD XX) / 4Q£ ~ I FF=100.00 I ----- / / -/-/-- ss ow rw IRR so DS-9, S-7. W-3, W-4, W-8 ~ (Q\ " W-12 - W-20, W-22 W-16 SDRSO G-7 SDRSO G-14 _C,D x GS-12 Oii.:] 0 --100-- ---102--- ---GB--- ---R--- 1.·-_-·. · 1 1 · '. · 1 I • · • I I · . Pfs , , I 1-,,;•J;_, .. :,.:1 : .;_:: .f ;_:·<.-::-,; ;·:::! I· .. ·.I I . ·. • , I ~ ~ ~ r . -t .,. t -t -----TRENCH RESURFACING ~ ... '. .. . . . . _GS-24, GS-25 • CrTY STANDARD UNLESS NOTED OTHERWISE CITY OF CARLSBAD ENGINEERING DEPARTMENT QUANTITY 154 lF 12 LF 5 EA. 2 EA. EA. EA. 3 EA. 561 SF 475 SF 351 SF (SIGNED) LJoll/ ,V,n{ 1 CITY PLANNER ' RCE c4soa -z. I SH~ET I 1----+---+--------------------t-----t----+---t---------1 DATE (SIGNED) DATE: I I RECOIIIIENDED BY: CAW,o IE'A. IIVS I M"'MI (PRINT NAME) li1SPECTOR DATE CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS N9,! OF F.H.(S)_"Z. ~Lowmtc.P.M. OUT OF .i.F.H.(S) Bf G. SPRIN"' r re "-'NO ... F. FLOWl'lft;.lj.'1_.1 -.-,. -It..-w,..,'Z0-1, ~ RE M R~ HAL T 1JTE 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: TAVARUA SENIOR APARTMENTS 3596 HARDING ST .. CARLSBAD. CA TITLE SHEET AND CITY STANDARD NOTES CITY ENGINE PE 41204 EXPIRES J/Jt /13 GLEN K. VAN PESKI 1t/J4/11 DATE g~~D B~~: (Jc PROJECT NO. RVWD BY: --SOP 06-12(A) DRAWING NO. 473-2A 010312 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIREO,CONTACT JOE FRANCIS AT 949-474-0221 x14. 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONV£NIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOV£D OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PROOUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREV£NT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROV£0 GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIV£ DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIV£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40:r}. SILT AND OTHER DEBRIS SHALL BE REMOV£0 AFTER EACH RAINFALL. 10. ALL GRA V£L BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRA TE. 11. SHOUW GERMINATION OF HYDROSEEOEO SLOPES FAIL TO PROV/OE EFFECTIV£ COVERAGE OF GRADED SLOPES (90¼ COV£RAGE) PRIOR TO NOV£MBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS ANO THE FOLLOWING: A. HYDROSEEOING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO V£RTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROV£MENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA V£ ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMED/A TE TREATMENT. HYOROSEEDED AREAS SHALL BE /RR/GA TEO IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGA TEO BY HANO C. WATER/NG FROM QUICK COUPLERS/HOSE BIBS OR A CONV£NTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100¼ COV£RAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONV£NTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100¼ COV£RAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROV£0 BY THE CITY ENGINEER, PRIOR TO HYDROSEEOING. THE OEV£LOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRR/GA TION SHALL MAINTAIN THE MOISTURE LEV£L OF THE SOIL AT THE OPTIMUM LEV£L FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOV£R b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF OIMORPHOLECA g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEOEO JS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEOING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERT/FICA T/ON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDEO TO THE HYOROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50¾ OF THE S7RAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15¼ SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSEEOEO SHALL BE PREPARED PRIOR TO HYDROSEEO/NG BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COV£RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEOEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEOING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. IMPROVEMENT NOTES: GENERAL NOTES 1. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROV£MEN TS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 2. A PR[CONS[RIICTTON Mf[[ING SHA// BF HF/ 0 AT mr SIT( PRIOR TO THf BEGINNING OF WORK ANO SHALL BE A TTENOEO BY ALL REPRESENTA T/V£S RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CON7RACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIV£ (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. J. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CON7RACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CON7RACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STRf[TS AS A RFSULT OF THF GRADING OPERATION. 4. THE EXISTENCE AND LOCATION OF UTILITY S7RUCTURES ANO FACILITIES SHOWN ON THE CONS/RUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR S7RUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA V£ BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONS/RUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF S7REETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOV£D AS APPROV£D BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINIS7RA TIV£ CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE S7REET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURV£Y MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUA TEO, AND DOCUMENTED PER THE PROFESSIONAL LAND SURV£YORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, ANO VOLUME 3 -STANDARD DRAWINGS AND NOTES ANO THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONS/RUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CON7RACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONS/RUCTION. (TELEPHONE NO. [760} 438-3891) WATER NOTES 1. WATER &: RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 &: 3. 2. THE CON7RACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE DIVISION OF INDUS7RIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONS/RUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL V£S ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE ANO MUST BE SIGNED ANO APPROV£D BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERA T/ONS' PUBLIC WORKS MANAGER. 4. A PRECONS7RUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOV£D PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DIS7RICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOOJC PROTECTION. IF DEV£LOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL V£ ANO BU/LO/NG SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. I J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. ENGINEERS NOTES: 1. WORK SHOf\1'1 HEREON SHALL BE DONE IN ACCORDANCE fl!TH THE "STANDARD SPECIF/CA noNS FOR PUBLJC WORKS CONSTRUCnON," LA TEST EDmON AND SUPPLEMENIS, THE CALIFORNIA BUILDING CODE (EXCAVATION AND GRADING). AND CITY OF CARLSBAD LOCAL ORDINANCES AS APPLJCABLE. 2. /HE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILJTY FOR THE JOB SITE COND/110NS, INCLUDING SAFETY Of All PERSONS AND PROPERTY, DURING /HE COURSE OF CONSTRUCTION OF /HIS PROJECT. /HIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. J. PRIOR TO COMMENCING CONSTRUCTION, /HE CONTRACTOR SHALL VERIFY All JOIN CONDlnONS FOR GRADING, DRAJNAGE AND UNDERGROUND FACILITIES INCLUDING LOCA noN AND ELEVATION OF EXISTING UNDERGROUND FACIL/11ES AT CROSSINGS YIIIH PROPOSED UNDERGROUND FACILITIES. IF CONDlnONS DIFFER FROM /HOSE SHOf\1'1 ON /HE PLANS, /HE CONTRACTOR SHALL NOnFY /HE ENGINEER AND SHALL NOT BEGIN CONSTRUCnON UNnL /HE CHANGED CONDlnONS HA VE BEEN EVALUATED. ~-All DRAYIINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. /HE CONTRACTOR SHALL BE RESPONSIBLE FOR /HE RE\1EW AND COORDINATION OF All DRAfWNGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCnON. ANY DISCREPANCIES /HAT OCCUR SHALL BE BROUGHT TO /HE ATTENTION OF /HE ARCHITECT PRIOR TO /HE START OF CONSTRUCTION so /HAT A CLAR/FICA noN CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT YIIIH /HE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY /HE CONTRACTOR AT /HEIR Of\1'1 EXPENSE AND AT NO EXPENSE TO /HE Of\1'/ER OR ARCHITECT. 5. /HE ENGINEER PREPARING THESE PLANS fllll NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUIHOR/ZED CHANGES TO OR USES OF /HES£ PLANS. ALL CHANGES TO /HE PLANS MUST BE IN Yll</11NG AND MUST BE APPROVED BY /HE PREPARER Of /HESE PLANS. 6. NOTES AND DETAILS ON DRAYIINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. Vr!-1£R£ NO DETAILS ARE GIVEN, CONS/RUCTION SHALL 8£ AS SHOf\1'1 FOR SIMILAR WORK. 7. /HE EXISTENCE, LOCA noN AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION SHOf\1'1 ON /HES£ PLANS HA VE BEEN OBTAINED FROM A RE\1£W OF AVAJLABLE RECORD DATA. NO REPRESENTATION IS MADE AS TO /HE ACCURACY OR COMPLETENESS OF SAID UTILJTY INFORMAnON. /HE CONIRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT /HE UTILITY LJNES SHOf\1'1 AND ANY 0/HER LJNES NOT OF RECORD OR NOT SHOf\1'1 ON THESE PLANS. B. IF AT ANY nME DURING GRADING OPERATIONS, ANY UNFAVORABLE GEOLOGICAL CONDlnONS ARE ENCOUNTERED, GRADING IN /HAT AREA fllll STOP UNTIL APPROVED CORRECnVE MEASURES ARE OBTAJNED. 9. /HE PROPOSED GRAD£ IS TH£ FINAL GRADE AND NOT THE ROUGH GRADE. /HE CONTRACTOR SHALL SUBTRACT /HE IH/CKNESS OF /HE PAVED SECTION AND/OR LANDSCAPE TOPSOIL SECTION TO ARRIVE AT /HE ROUGH GRADE ELEVATION. 10. STRAJGHT GRADE SHALL 8£ MAJNTAINED BETWEEN CONTOUR LJNES AND SPOT ELEVATIONS UNLESS 0/HERYIISE SHOWN ON 1H£ PLANS. 11. ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED FROM /HE SITE AND DISPOSED OF AT APPROVED DISPOSAL SITES. /HE CONTRACTOR SHALL OBTAIN NECESSARY PERM/IS FOR /HE TRANSPORTATION OF MATERIAL TO AND FROM THE SITE. 12. ALL FILL SOILS OR SOILS DISTURBED OR OVEREXCAVATED DURING CONS/RUCTION SHALL BE COMPACTED PER THE REQUIREMENIS OF /HE SOILS REPORT BUT NOT LESS /HAN 90~ MAXIMUM DENSITY AS DETERMINED BY A.S. T.M. SOIL COMPACTION TEST 0-1557. 13. THE CONIRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FROM THE CALIFORNIA Dl\1S/ON OF /NOUS/RIAL SAFETY PRIOR TO /HE CONsmucnoN Of TRENCHES OR EXCAVATIONS WHICH ARE FIVE FEET OR DEEPER. H. DIMENSIONS TO PIPELINES ARE TO CENTERLINE UNLESS 01H£Rf\1SE NOTED. 15. ALL WATER UNES SHALL BE INSTALLED f\1/H J6" MINIMUM COVER FROM TOP OF PIP£ TO FINISHED GRAD£, UNLESS 0/HERYIISE NOTED. 16. IHRUST BLOCKS SHALL BE INSTALLED AT WA1ERLINE HORIZONTAL ANO VERTICAL BENDS, TEES, CAPPED ENDS AND REDUCERS ACCORDING TO 1H£ DETAILS PR0\1DED ON /HES£ PLANS. 17. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOf\1'1 ON THESE PLANS SHALL BE PERFORMED BY A LJCENSED LAND SURVEYOR. 16. /HE CONTRACTOR SHALL REPLACE ALL EXISTING IMPROVEMENTS DAMAGED DURING CONS/RUCTION TO MATCH EXISTING, INCLUDING PERMANENT /RENCH RESURFACING. 19. ALL DIMENSIONS AR£ IN FEET OR DECIMALS /HEREOF. 20. All CURB DIMENSIONS AND RADII AR£ TO PAVEMENT FACE OF CURB. 21. CONTRACTOR TO BE AWARE OF ALL OVERHEAD LINES AT All TIMES, SO AS NOT TO DISTURB /HEM. 22. WATER SHALL 8£ PR0\1DED ONSITE AND USED TO CONTROL DUST DURING CONS/RUCTION OPERA noNS. 2J. CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS FROM /HE CITY OF CARLSBAD FOR All WORK fl!THIN /HE PUBLIC RIGHT-OF-WAY. 24. STORM DRAINAGE SYSTEMS SHOf\1'1 ON /HES£ PLANS HAVE BEEN DESIGNED FOR /HE FINAL SITE COND/110N AT COMPLETION OF /HE PROJECT. /HE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE Of /HE SITE, DURING INTERIM COND/11DNS OF CONSTRUCTION. 25. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING NPDES, FROM /HE APPROPRIATE JURISDICTIONAL AGENCIES FOR DISCHARGE OF GROUND WA 1ER /HAT MAY BE NECESSARY TO ACCOMPLISH EXCAVA 1/0NS SHOf\1'1 ON THESE PLANS. BU IL T" o,/· 04-• l<L DATE !~SPECTOR DATE R/W 60' R/W ~· ~ ~· :---------1 __ -_-_-_-_-_-_-_-1s=·==========/ ______ 1s_· ____ 1 ___ 12_· ____ J 2' 7.5' 4' _, EX. SIDEWALK C I l________ ----i:=-~ 1---------n ______________ rr-\_ 1 EXISTING _J(-s ---II EXIST:G J-yl_ J LANDSCAPING CURB &: GUTTER GRADE EXISTING CURB & GUTTER ' 1 ' TYPICAL PALM AVENUE CROSS SECTION R/W 60' R/W 30' 30' 24' 24' 6' I 1-------------1-------------1-----11 I t ~ 1 EXISTING GUTTER ; ~ &: CURB .:: L (2¼) ---==:--_ (5.1 ¾) 2.or. I 1\ __________ _ IL-,--- EXISTING y....J EX. SIDEWALK !:2 CURB & GUTTER ' 2 ' HARDING STREET CROSS SECTION \.. SHT g .I N.T.S. . ' •." . f-------+--+---------------+----+--+-----+-----1J sH2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT L____,_g_J ~=::'...'.::==========::'...'.::===: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: TAVARUA SENIOR APARTMENTS 3596 HARDING ST., CARLSBAD, CA NOTES AND CROSS SECTIONS APPROVED~ iil. 1}~ GLEN K. V~;iKI CITY ENGINEEPE41204 EXPIRES 3/31/13 DATE OWN BY: CHKD BY: \JI,. RVWD BY: PROJECT NO. SOP 06-12(A) DRAWING NO. 473-2A 010312 ,:L, .,, ~ • 0 □ • , . •o w => z w > ,,., ~ //} <( - . .f, ,; d.' . .,·· 'L,• )•---~--,-·-· '\" . -~ . '/fQjd m .. ti, 7 ~~~HVfl .. .,, • ' -~ ·; • " ~ i □ C, ,J ~ -E • • ~ ; --------...;..;,.-- GENERAL DEMOLITION NOTES: I I 1. CONTRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITIES, STRUCTURES, PLANTERS, TREES, AND AUL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN. 2. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND DISPOSAL OF SAID MATERIALS PS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK. 5. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY. 6. DAMAGE TO ANY EXISTING UTILITIES AND SERv1CES TO REt.tAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. 7. EROSION CONTROL MEPSURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS. 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. 9. DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE. 10. THE CONTRACTOR SHALL VERIFY THE LOCATION AND QUANTITY OF EXISTING SURFACE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY UNIDENTIFIED UTILITIES, IMPROVEMENTS, TREES, ETC. TO BE DEMOLISHED AND REMOVED WITHIN THE DEMOLITION LIMIT LINE, INCLUDING APPURTENANT FOUNDATIONS OR SUPPORTS. 11. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO BE DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH PIPE, CATCH BASIN, MANHOLE, VAULT, ETC. THAT IS TO BE DEMOLISHED, REMOVED AND DISPOSED OF. T77 DEMOLITION NOTES REMOVE & DEMOLISH CD DEMOLISH EXISTING BUILDING AND FOUNDATION. ® DEMOLISH EXISTING CURB AND GUTTER. G) DEMOLISH EXISTING CONCRETE WALIKWAY/PAD. 0 DEMOLISH EXISTING ASPHALT PAVEMENT. ® DEMOLISH EXISTING BRICK PAYERS. ® DEMOLISH EXISTING BACKFLOW PREVENTER. 0 DEMOLISH EXISTING TREES. ® DEMOLISH EXISTING PLANTER ISLAND. ® DEMOLISH EXISTING WALL. @ DEMOLISH EXISTING FENCE. @ DEMOLISH EXISTING GATE. @ DEMOLISH EXISTING GAS OR WATER METER. @ DEMOLISH EXISTING SEWER CLEANOUT. @ DEMOLISH EXISTING IRRIGATION CONTROL VALVE. @ DEMOLISH EXISTING SIGN. @ DEMOLISH EXISTING DIRT WALKWAY. @ DEMOLISH EXISTING DRIVEWAY. 3inyl~ :;tvf)' build,11<] .357•1 H•J(rJing Strcr.t. PROTECT-IN-PLACE ~---------' ~, QJ PROTECT IN PLACE EXISTING SIDEWALK. IT] PROTECT IN PLACE EXISTING GUTTER. IT] PROTECT IN PLACE EXISTING WALL. [Ij PROTECT IN PLACE EXISTING FENCE. 0 PROTECT IN PLACE EXISTING STORM DRAIN CATCH BASIN. @ REMOVE AND RETURN FOR CREDIT TOWARD PROPOSED WATER METERS. COORDINATE WITH CARLSBAD MUNICIPAL WATER DISTRICT. CONTACT: MARIO REMILLARD, WATER METER SPECIALIST, (760) 438-2722 x7153 @ DEMOLISH EXISTING WATER VALVE. / f- 15 • " a C • ' ' 9 LOT 5 BLOCI< B 16 ·-···1,1AP OF RESUBOIVISl()rJ OF A PORTIO~J OF ALLES AVOCADO-·---- ACRES MAP NO, 20:27 r----------- ----------- -i--"""i' 1- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION f-;-,, • ~ e u / :;inyl.;o s .\•118 H . ~\\Of ES& · .: : .. , ~~4 e ·· " ,,.o .. r& - "':,:"' .;",••, 0 I !j::J ·,.. ~ a: !19,t ~ ,\ i.ii ' · SCALE: I" ~ 10'-Q" 0 5' 10' 20· GRAPHIC SCALE 2s BUIL T 11 /~ o,f•f4-14- 1fcE c~l• lz.. EXP. 3 · !, f · {lo DATE ./.:. -~,'P;,~-I 1'/;il". '--~,VI'-¢It" REkt:i.' (1,&; : <'OF C~\.I ""." . ffi.,,j;_ tj_ 1?fsPECT □R DATE I SH~ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 GRADING PLANS FOR: TAVARUA SENIOR APARTMENTS 3596 HARDING SL, CARLSBAD, CA DEMOLITION PLAN APPROVED~ i iat.. ~ CLEN K. VAN PESKI l~II CITY ENGINERPE:41204 EXPIRES 3/31 /13 DATE ~ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:ctiC OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 06-12(A) 473-2A 0/03/Z i ' L -....;•.;.•·..,•--------' -------~· .;'.;.' --- ----4 ..,.,._I 1•'1-.-~:~.~· =-,-i~.,•~,.i*!Jt:S ;t;; 7 ~;, s;0;· ·--3 · · ~"~J ,,~~:>· ~rn ; ;, 77 7 ;,';::~,:' w ! ::::> '· z w, > ,,-., <( _j} /}· ' I ~. j\ _J 'f <( a... •:J <·) ' x" -r:--r r j'----- "{a _,, ;~-./ I p.,, .. -,'.·,,-!_'./, ·, / l-1 ~ I~.--.,: ) , ----------. •'---· GENERAL DEMOLITION NOTES: ·w 'T· 01 st ·lD 0 .~. {O z I I I 1. CONlRACTOR TO CLEAR PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE. THE CONlRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITIES, STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN. 2. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS. J DEMOLITION NOTES REMOVE & DEMOLISH CD DEMOLISH EXISTING BUILDING AND FOUNDATION. ® DEMOLISH EXISTING CURB AND GUTTER. G) DEMOLISH EXISTING CONCRETE WAILKWAY /PAD. 0 DEMOLISH EXISTING ASPHALT PAVEMENT. / / / 5 , / / PROTECT-IN-PLACE / QJ PROTECT IN PLACE EXISTING SIDEWAILK. [I] PROTECT IN PLACE EXISTING GUTTER. 0 PROTECT IN PLACE EXISTING WALL GJ PROTECT IN PLACE EXISTING FENCE. ------------------;----,--..... ---- 1 r® 3 is o.75' s'ly or pl · · 1 •.· "~.~. -.~l'--------l~r ~□ •.•. ~jc•..:.........:..c..----'-~-~1 / --' \. ,./~ ;\, .. :, , v}' ..J> ,{) ,,: L f,, u 7"~, < ."•·r ,, n,., ·o / :,}' __ ,:,;_ r-. . ,s!."-n----~;-/-/--/·,-.-. -;-1/ / ~• .. -9 r \J,Y•, [ - □[5--@ ,(!L-~~-~-·,Lc!/1 _. _ g • ,. / ~y / / ---------- ·-----;(-------------,,, -_.__/_ / . / / -~•0'EXISTING ELECTRICAL .POLE PROTECT IN PLACE. HARDl'NG STREET :;1 ---· -----. --------/_'! ___ . . _;--{fi-;-.., t,_...,-_:,'"} , ------------- ·~'-· ,p, ,{}' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK. ® DEMOLISH EXISTING BRICK PAVERS. [}] PROTECT IN PLACE EXISTING STORM DRAIN CATCH BASIN. 5. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES, LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY. 6, DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. 7. EROSION CONlROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS. 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION, 9, DEMOLITION IS LIMITED TO WITHIN DEMOLITION LIMIT LINE UNLESS NOTED OTHERWISE. 1 D. THE CONTRACTOR SHALL VERIFY THE LOCATION AND QUANTITY OF EXISTING SURFACE STRUCTURES AND SHALL BE SOLELY RESPONSIBLE FOR ANY UNIDENTIFIED UTILITIES, IMPROVEMENTS, TREES, ETC. TO BE DEMOLISHED AND REMOVED WITHIN THE DEMOLITION LIMIT LINE, INCLUDING APPURTENANT FOUNDATIONS OR SUPPORTS. 11. DEMOLITION CALLOUTS IN THIS SECTION ARE REPRESENTATIVE OF WHAT IS TO BE DONE, NOT AN ITEMIZED ACCOUNTING FOR EACH PIPE, CATCH BASIN, MANHOLE, VAULT, ETC. THAT IS TO BE DEMOLISHED, REMOVED AND DISPOSED OF. © DEMOLISH EXISTING BACKFLOW PREVENTER. 0 DEMOLISH EXISTING TREES. ® DEMOLISH EXISTING PLANTER ISLAND. 0 DEMOLISH EXISTING WAILL @) DEMOLISH EXISTING FENCE. @ DEMOLISH EXISTING GATE. @ DEMOLISH EXISTING GAS OR WATER METER. @ DEMOLISH EXISTING SEWER CLEANOUT. @ DEMOLISH EXISTING IRRIGATION CONTROL VALVE. @ DEMOLISH EXISTING SIGN. @ DEMOLISH EXISTING DIRT WALKWAY. @ DEMOLISH EXISTING DRIVEWAY. @ REMOVE AND RETURN FOR CREDIT TOWARD PROPOSED WATER METERS. COORDINATE WITH CARLSBAD MUNICIPAL WATER DISTRICT. CONTACT: MARIO REMILLARD, WATER METER SPECIALIST, (760) 438-2722 x7153 @ DEMOLISH EXISTING WATER VALVE. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 0/0JJZ SCALE: I" ~ 10'-0" 0 5' 1 o· 20· GRAPHIC SCALE ·'._.,-,. •.. __ II AS BLJIL T11 ~~riWlSIO I <': .· ,; , . : . /7-~ f#f llA,Ysa ~ ':. .. ., . 1J.-'1~ .,, .--,.. 4 . " . '"' I ,·.-i· iJ) rr. : ttJf (i/fJ!I-:; • .' 7 f ', ~1-1\_ . •• RCECJl-8o 2. EXP.'>· 'Sf· t/.,, DATE 1c. :\;>~ ~-REVl'fe'ED BY, (1,t I J'r, . ·.. Ci~\\. tf/ · 1rc o, c~'-" ,1.J~1tJ . ~?)y V I ri{sPECT □R DATE I SH:ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 GRADING PLANS FOR TAVARUA SENIOR APARTMENTS 3596 HARDING ST., CARLSBAD, CA DEMOLITION PLAN APPROVE~ ~ tu,(• GLEN K. VAN PESKI Mj,f/!1 DATE CITY ENGINERPE 41204 EXPIRES J/31 /13 DWN BY0...JI.. PROJECT NO. DRAWING NO. DATE INITIAL CHKD B , SOP 06-12(A) 473-2A CITY APPROVAL RVWD BY: I I ,, y i --------;,-;-II i DATE INITIAL ENGINEER OF WORK 7 BMP QUANTITY TABLE TYPE QUANTITY (SF) FLOW-THROUGH PLANTERS 795 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL PAVING CONSTRUCTION NOTES ® @) @ (§) CONCRETE CURB. PER SDRSD G-1. CONCRETE WALK PAVEMENT. PER DETAIL 3 ON SHEET 11. ISOLATION JOINT PER LANDSCAPE PLANS. DRIVEWAY AIPPROACH . PER CITY OF CARLSBAD STANDARD PLANS, GS-12, SDP.~D ~~-!!1-C, (@ THICKENED CONCRETE PAVING FOR AUTOMOBILE LOADING PER DETAIL 1, SHEET 11. @ <@) @ @ 8 ® ®}) @ @ (§) SECURITY FENCE PER LANDSCAIPE PLANS. CONCRETE MOW STRIP PER LANDSCAIPE PLANS. FILTRATION PLANTER PER UTILITY PLAN. DECOMPOSED GRANITE PER LANDSCAIPE PLANS. INTERLOCKING PAYERS PER DETAIL 4, SHEET 11. OTHER DETAILS PER LANDSCAIPE PLANS. WATER FEATURE PER LANDSCAPE PLANS. CONCRETE CURB AND GUTTER PER SDRSD G-2. BBQ PER LANDSCAPE PLAN. 18"x18" CONCRETE STEPPING PADS PER LANDSCAPE PLANS. DRIVEWAY CLOSURE. RAISE TO GRADE. SIDEWALK PER CITY OF CARLSBAD STANDARD. COMMUNITY GARDEN PER LANDSCAPE PLANS. TRANSFORMER PER ELECTRICAL PLANS. SEE SHEETS 9 AND 10 FOR PUBLIC AND PRIVATE UTILITIES ~ PLAN SCALE: I" = IO' -0" 0 5' 10' 20' GRAPHIC SCALE .. 11 AS BUILT'' vl',0ftSSIQt-it . . · .. /}_-~ r.so~'?i. :· . e,,f-o4•1+ &T!J"" . 1'"" ',1\ ' ' ::11 ,, ... u,;,i., 7.;,; ~.t,4~~2·: . " .,, f;: /RcE cA-Kolz. EXP."t. • J!I· ti, :'k E• -31"" ·* , ,. DATE I •·· .'"'t-.. .,, j "';,I) 61V\c -,,y' ', .· ~EJ() i li'o ,,,, .. ,. .... · lf/tw1 J.1:J.t;~-,. · .,. · . - DR DATE w I SH:ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT 0 GRADING PLANS FOR: TAVARUA SENIOR APARTMENTS 3596 HARDING ST., CARLSBAD, CA GRADING AND PAVING PLAN-EAST APPROVE~ -1. i,,, i/,;i• GLEN K. VAN PESKI ~-f,tit CITY ENGIN RPE 41204 EXPIRES 3/31/13 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:\Jt.. CITY APPROVAL RVWD BY: SOP 06-12(A) 473-2A 0/03/2 FG) •·~-----c-~~~'-, ~ .-.J -.~ ,·, ----·----- I. ) , " SEE SHEET 5 FOR CONTINUATION 1 c : I ~ -' I I i -: --~-:·-·-62.93-FS ----..:::::,,~~-~3,JR~S _ _J L ___ 0 L _ : I I I 64.81 I !!!!FS~-"'--,oi ik•,1 __ ,._ ~e-i;ur :,1 .I ------------··1 ------·---~---• /11;·~·. _ ,;,,.,,_•r ---- I I L HARDrNG STREET " ,. :)~ ----A--- ' .: I .; ---------·--. ·--.;! . w z <( _J . , / ;.,.,-_::n::::.:-____c:~~3= ,- 1 ,, .:.....l..!..::-------=· .t. ,o, ,, .... , ?' -)'~·) ______ __:,.~2~-- ==~-=c;:·,.,;-c, -===c ;,:. l ..,':, BMP QUANTl1Y TABLE TYPE QUANTITY (SF) FLOW-THROUGH PLANTERS 323 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I PAVING CONSTRUCTION NOTES @ ---@ CONCRETE CURB. PER SDRSD G-1. CONCRETE WALK PAVEMENT. PER DETAIL 3 ON SHEET 11. ISOLATION JOINT PER LANDSCAPE PLANS. c§) @ DRIVEWAY APPROACH PER CITY OF CARLSBAD STANDARD PLANS, GS-121 SD"'t> G-\'I 0 @ THICKENED CONCRETE PAVING FOR AUTOMOBILE LOADING PER DETAIL 1. SHEET 11. @ (@) @ c§) (6_g) ® ®P @ @ (§) SECURITY FENCE PER LANDSCAPE PLANS. CONCRETE MOW STRIP PER LANDSCAPE PLANS. FILTRATION PLANTER PER UTILITY PLAN. DECOMPOSED GRANITE PER LANDSCAPE PLANS. INTERLOCKING PAYERS PER DETAIL 4, SHEET 11. OTHER DETAILS PER LANDSCAPE PLANS. WATER FEATURE PER LANDSCAPE PLANS. CONCRETE CURB AND GUTTER PER SDRSD G-2. BBQ PER LANDSCAPE PLAN. 18"x18" CONCRETE STEPPING PADS PER LANDSCAPE PLANS. DRIVEWAY CLOSURE. RAISE TO GRADE. SIDEWALK PER CITY OF CARLSBAD STANDARD. COMMUNITY GARDEN PER LANDSCAPE PLANS. TRANSFORMER PER ELECTRICAL PLANS. SEE SHEETS 9 AND 10 FOR PUBLIC AND PRIVATE UTILITIES ~ PLAN SCALE: I" -Io' -o" 0 5' 1 o' 20· GRAPHIC SCALE ·. .,,_(~: PBOFEs,.,a ... ;;,'-' f',D.ff,~1'f; /l II AS BUIL T11 i <ii ~-, .<)'. <J! --~r t.·o~ o~.P+ ·I+ * :.:/loc --~ · -· .· / t· 1.-• · -0 lcE~'l~ ?-EXP. e>'t· 31 · ({-. ;: .. kp.o J1~, -' ·;. DATE ~ ~-. *. / .,,1, c1v,~ V REXED BY, !!t. . . o,, C&lfQI'," // /2r}__y__ -. ~~ttJ. ~-~ 7 7 DATE INSPECTOR I SH:ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 GRADING PLANS FOR TAVARUA SENIOR APARTMENTS 3596 HARDING ST., CARLSBAD, CA GRADING AND PAVING PLAN-WEST APPROV~ izk i2J/; GLEN K. VAN PESKI ,~,"11, DATE . CITY ENGIN~ 41204 EXPIRES 3/31/13 DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY., 7ol CITY APPROVAL RVWD BY: SDP O6-12(A) 473-2A 010312 62- ' 'PALM AVENUE I--. . . 63.28 TC 6:?,20 FL PROPOSED 2.5' CURB D GUTT .R, '. i -~-•·~-~-~--~ ---~ ··~···-___ , -'---·---·-· .... ----· '•---•·· . -·· ' ' . -r ' -----------------_,_ !-- ,.. j : ' . j ' i PROPOSED PAVEMENT FOR AUTOMOBILE LOADING 64-• 61.78 FS 62- I ----------·-~r---- 1 ' PALM AVENUE EXISTING EXISTING GRASS AIREA . SIDEWAILK I I 64- 62-. .- I I i , . I Ir. . I I . I i : PROPOSED '' DRIVEWAY I • -' ' I __ - ' PROPOSED 1,5' G_UTTER HARDING STREET PROPOSED - - . --1---! i ---· · I pi:j,~~~Rs~E'A ! i ' j • -PLANTER BOX PROPOSED BUILDING i I :--:-:~~-x--. --, --~' ' . 67.12 . TW 68-· ·!' _, ' f :~-?' ---· . . : .. : I ~·- 1r. -66.18 ,', . I TW I 66-• ; I _.:.:__~,-___ J '"4~27, -64.26 _ ,c ___ I , ,: 62.93 64-· I : FFi -' ' -LL~' • I 62-· -\ I I i - i -----~- ' ' r --- . -.... >::••,·.•.: 1 _ , , 64;51 _ -_ . · _ F<; _ . _ . 2.93 '·_:: _ -i 60----~I ____ '. _ -FGI • r AINING WALL rop .:·· --~--•:S-'m'crcnJro.lfRp' IAN~ - i - I PROPOSED PLANTER BOX • I I SEE DETAIL 2 .. -0 I R .LAN ER' - I PROPOSED PLANTER AREA I I ------1-' -. ,.,. ----~-------___ Ir, l PROPOSED f -. I PROPOSED BUi'LDING _. ,-. '---.--','---'-P=-LA.::.NccT,,.ER'---"A'-'REA=-1 '-----_-_____ I I 68-. L - i -------·-·T------,.. I • • • ,---· I ' ADJACENT PROPERTY ' 66-, I .• L '.' 64 0-5 . · JOIN ~3·95 I . i. I I I • I EXISTING CONCRETE - I ,-/:-. f -I · ±64. I ' •, .___ -----·-63.90:---BW FG 64~-i--------~r9-},: :._ i. ... , :,;:;--Rrn1r1NG WA~c n ±62.50 , 62-l ,·_:.-> ·----·--.. ----------I I I -1 - i PROPOSED :2• CURB AND GUTTER . ----------. ----i----· ---------- HARDING STREET , - I i . -, --------·--.. . ---, ----------------- 61.36 · FS • : ' . ! 61.22 TC ! 60.71 FL : I s,h,"": _~._ •. c-c:, ,~. ~.:-...;~-' _t . ..(,5.0Z)_: I FG : I • .. ,_ -1 ' I -; -' ---•------------•-· -----. !. - I • I .·•. · .. I .. ------"· --l----------~---60.79 JOIN _________ - EG I . -. ____ ---------. _ •.. _ ------~:_ __ :;~ PROPOSED BUILDING __ _:..__~. •• • ' I • I PROPOSED PLANTER AIREA i ' . ' ' PR_QPOS.ED ._::,:. .. .. --PLAINTER BOX .· ... . •-. ·'.~. ·'• . --·-.-:~.: 4" PERF. PIPE 59.51 BOP ''' --. --·-·-.. -r· ----• --· ----. --- , 62.93 ' .FF I I I - I ! DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I I :PROPOSED BUILDl~G I ' -r·---------,----~---.-- 1 • • • I 68- 66__:_-1----.-'--l . -:, 62.93 ____ · 64-I FF I _; • f I ( :;,":_="·:.'.>.t 62-I I ·• ! . • -l :: • ,., • • I --~• ,-4" -PERF, ; I S · ~,• ·: 60---, ·"'-"~'-' ............ ~--, ___ PIPE ' . f . . . . . -, . SHEET_ 1 • I ---·i· . f ' , PLA · TING PE ' 1 , SR S @:!~~~-~ D t~;;;;;:,.,:\.,. ~J,i·,-,. \.' ~. "·' "0o ~ \i ' ,. ~i · ~· ;f No;'c. ;,,·,,:}~"':. '.:: Jf • .:-{ .. -~_-·en :: _ ... E,p.o 31-12'' .j, ,- ' , ~-;,e, ·-.j:.._ I ~, . IL:· ~~ O,c:_ GA.J.u I SH~ET I GRADING PROPOSED SIDEWALK ' PROPOSED , PLANTER AREA --r ADJACENT PROPERTY 64.70 TW ! ' 62.25 62:35-BW FG BW ! 62.25 62.30 FS FS ! 1.3% . . . . . ' . . ' ' -11 . EXISTING CO~CRETE ·-11'f_i<~J~JNG 4LL - I I -- 1 J 61.59 . -; . BW FG . l 1 _ I ·--·-. ' I . ---·r-·-------- ' I I I I • ' II AS BUIL T 11 /7~. o4 -04 · 14 lcE~'fg'Ol/'Z. EXP.<>J. ·?,/·If.. DATE REl',/ED BY, (7 A . lf/z1}'/_ 'A~! If. ,_,._,, !~SPECTOR DATE CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 PLANS FOR: TAVARUA SENIOR APARTMENTS 3596 HARDING ST., CARLSBAD, CA GRADING SECTIONS APPROVE~ X z)., &· GLEN K. VAN PASKI ~71 CITY ENGINE-R PE 41204 EXPIRES 3/31113 DATE OWN BY, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: Qi( OTHER APPROVAL CITY APPROVAL RVWD BY, SOP 06-12(A) 473-2A 01031 Z UTILITY CONSTRUCTION NOTES: STORM DRAIN @ PVC, SDR-35 STORM DRAIN PIPE PER Cl1Y OF CARLSBAD STD. DETAIL S-5. SIZE AND SLOPE PER PLAN. @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. CLEAINOUT PER Cl1Y OF CARLSBAD STD. DETAIL S-6. NDS DURACAST HINGED GRATE. SQUARE 12"x12" OR APPROVED EQUIVALENT. @ DOWNSPOUT DRAIN TO PLANTER BOX. SEE PLUMBING PLANS FOR CONTINUATION. FILTRATION PLANTER PER DETAIL 2, SHEET 11. CONNECT SD TO BACK OF EXISTING CATCH BASIN PER Cl1Y OF CARLSBAD STD DETAIL DS-9. @ INSTALL 4" PERF PIPE AT BASE OF ,FILTRATION PLANTER PER DETAIL 2, SHEET 11. @ 4" DL<\. FILTRATION PLANTER ATRIUM OVERFLOW DRAIN PER DETAIL 2, SHEET 11. SANITARY SEWER @ PVC, SDR-35 SANITARY SEWER PIPE PER Cl1Y OF CARLSBAD STD. DETAIL S-5. SIZE AND SLOPE PER PLAN. @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. CLEAINOUT PER Cl1Y OF CARLSBAD STD. DETAIL S-6. TRENCH RESURFACING PER Cl1Y OF CARLSBAD STD. DETAIL GS-24. GS-25 AND GS-26. @ SEWER LATERAL CONNECTION PER Cl1Y OF CARLSBAD STD PLANS, S-7. DOMESTIC WATER @ PVC C-900 DOMESTIC WATER PIPE PER Cl1Y OF CARLSBAD STD. DETAIL S-6. SIZE PER PLAN. @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. NOT USED CONTRACTOR TO ORDER 1-2" OW SERVICE AND 1-2" METER FROM CARLSBAD MUNICIPAL WATER DISTRICT. WATER SERVICE CONNECTION PER Cl1Y OF CARLSBAD STD. DETAIL W-4 AND W-8. FlRE WATER 0TH ER UTI LrTI ES @ PVC C-900 FIRE WATER PIPE PER Cl1Y OF CARLSBAD STD. DETAIL S-6. SIZE PER PLAN. ® ELECTRICAL CONDUIT. SEE ELECTRICAL DRAWINGS FOR DETAILS AND SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY. @ DEMOLISH EXISTING BACKFLOW PREVENTER. ® @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. @ DETECTOR CHECK VALVE ASSEMBLY WITH FIRE DEPARTMENT CONNECTION PER Cl1Y OF CARLSBAD STD. DETAIL W-22. @ GAS LINE. SEE GAS COMPANY DRAWINGS FOR DETAILS AND SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY. @) MECHANICAL LINE. SEE MECHANICAL DRAWINGS FOR DETAILS AN SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY. @ FIRE HYDRANT CONNECTION TO EXISTING 6" MAIN PER DETAIL 6, @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLU SHEET 11. DRAWINGS FOR CONTINUATION. FIRE HYDRANT PER Cl1Y OF CARLSBAD STD. DETAIL W-12. FIRE WATER SERVICE CONNECTION TO EXISTING 6" MAIN PER DETAIL 5, SHEET 11. IRRIGATION ® IRRIGATION BACKFLOW PREVENTER PER W-20. ® METER FROM CARLSBAD MUNICIPAL WATER DISTRICT. SIZE PER PLAN. ® POC TO LANDSCAPE IRRIGATION PLANS. REMOVE AND RETURN FOR CREDIT TOWARD PROPOSED WATER METERS. COORDINATE WITH CARLSBAD MUNICIPAL WATER DISTRICT. CONTACT: MARIO REMILLARD, WATER METER SPECIAILIST, (760) 438-2722 x7153. ABANDON EXISTING WATER SERVICE: A. r'-2" SERVICES W/SERVICE SADDLE 1. CUT SERVICE LOOSE FROM CORPORATION STOP, AND REMOVE CORPORATION STOP FROM SERVICE SADDLE. 2. IF SADDLE IS DAMAGED OR CORRODED (OR NOT BRONZE)-REPLACE WITH NEW SADDLE AND PLUG WITH BRASS PLUG. . 3. IF EXISTING SADDLE IS SERVICEABLE, PLUG WITH BRASS PLUG. B. r'-2" SERVICES TAPPED DIRECTLY INTO MAIN: 1. REMOVE CORPORATION STOP AND INSTALL NEW SERVICE SADDLE OVER EXISTING TAP. PLUG SADDLE WITH BRASS PLUG. U7 DEMOLISH EXISTING WATER VALVE. D MBING 4.J ,, '"" Rn /1\ A.S-n_,_ L.T'- DATE• INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' I DATE INITIAL OTHER APPROVAL WATER FACILITIES FU FLOW (GPM) DOMESTIC WATER DEMAND 518,5 127 FIRE WATER DEMAND 1,750 IRRIGATION WATER DEMAND 22.6 SEWER FACILITIES AVERAGE SEWER GENERATION 220 MGD * 50 UNITS 1,000 MGD LEGEND POINT OF CONNECTION TO EXISTING LINE ~ PLAN SCALE: 1" = 1 O' -0" a 5' 10' 20· GRAPHIC SCALE .,_:~·.:.: =~·'·· ~ i,\OF! . , ,;;p',., ;:s BUILT'' & ~-H~i-': ;,~& ~ ,. <l' ~ '· ... If?. . O~\" _'·;l ~~·•·rf!'l!:\, o4 .04. 14-': ,··c·_i.J. .;_~J .. ~ m ·:111:~t! I * ·1r,, • ~z en ::):l 1 •.:•. ,l{Ec48o&2,. . ;·••~•'·. ;i;;;.' EXP.~;!.·3 I ·I(,, DATE '·· 2"-*. ,. . , . . '_-· t1 ~ .. , ... ,·. . ;,.~ . .i,· . -?;: :c,vi1..;;.:-_v ~--~)/,; R~VED BY: <' Op . . . 1,--f! "la? IL CAl ·\<'..~J •~';-·.;:: . ...,,,. t1~tt ·---"--·-~ ,j__;f I~~T□R• I SH:ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 0 GRADING PLANS FOR: TAVARUA SENIOR APARTMENTS 3596 HARDING ST., CARLSBAD, CA UTILITY PLAN-EAST APPROVE~, X ~ ~-GLEN K. VAN PESKI t'J/1#11 CITY ENGINEER PE 41204 EXPIRES 3/31/13 DATE OWN BY: (,fc,-PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: SOP 06-12(A) 473-2A CITY APPROVAL RVWD BY: 010312 UTILITY CONSTRUCTION NOTES: STORM DRAIN @ PVC, SDR-35 STORM DRAIN PIPE PER Cl1Y OF CARLSBAD STD. DETAIL S-5. SIZE AND SLOPE PER PLAN. @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. CLEANOUT PER CITY OF CARLSBAD STD. DETAIL S-6. NOS DURACAST HINGED GRATE. SQUARE 12"x12" OR APPROVED EQUIVAILENT. @ DOWNSPOUT DRAIN TO PLAINTER BOX. SEE PLUMBING PL.ANS FOR CONTINUATION. FILTRATION PLAINTER PER DETAIL 2, SHEET 11. CONNECT SD TO BACK OF EXISTING CATCH BASIN PER CITY OF CARLSBAD STD DETAIL DS-9. @ INSTALL 4" PERF PIPE AT BASE OF FILTRATION PLAINTER PER DETAIL 2, SHEET 11. @ 4" DIA. FILTRATION PLAINTER ATRIUM OVERFLOW DRAIN PER DETAIL 2, SHEET 11. ii SANITARY SEWER ® PVC, SOR-35 SANITARY SEWER PIPE PER CITY OF CARLSBAD STD. DETAIL S-5. SIZE AND SLOPE PER PLAN. @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. CLEANOUT PER CITY OF CARLSBAD STD. DETAIL S-6. TRENCH RESURFACING PER CITY OF CARLSBAD STD. DETAIL GS-24. GS-25 AND GS-26. @ SEWER L.ATERAIL CONNECTION PER CITY OF CARLSBAD STD PLANS, S-7. DOMESTIC WATER @ PVC C-900 DOMESTIC WATER PIPE PER CITY OF CARLSBAD STD. DETAIL S-6. SIZE PER PLAIN. @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. NOT USED CONTRACTOR TO ORDER 1-2" OW SERVICE AND 1-2" METER FROM CARLSBAD MUNICIPAL WATER DISTRICT. WATER SERVICE CONNECTION PER CITr' OF CARLSBAD STD. DETAIL W-4 AND W-8. FIRE WATER @ PVC C-900 FIRE WATER PIPE PER CITY OF CARLSBAD STD. DETAIL S-6. SIZE PER PLAIN. @ POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING DRAWINGS FOR CONTINUATION. @ DETECTOR CHECK VALVE ASSEMBLY WITH FIRE DEPARTMENT CONNECTION PER CITY OF CARLSBAD STD. DETAIL W-22. ,,, .. __ ,;,') ·-(;~ '<i'. I OTHER UTILITIES ,(l t·'~}tt·J ,_,,., ''" ® ELECTRICAL CONDUIT. SEE ELECTRICAL DRAWINGS FOR DETAILS AND SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY. @ GAS LINE. SEE GAS COMPANY DRAWINGS FOR DETAILS AND SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY. @ MECHANICAL LINE. SEE MECHANICAL DRAWINGS FOR DETAILS AND SPECIFICATIONS. SHOWN FOR COORDINATION PURPOSES ONLY. ---r' "' t.i~~ !'Jilt>, c.}> ) ·o. _____L ________________ _ @ DEMOLISH EXISTING BACKFLOW PREVENTER. @ DEMOLISH EXISTING WATER VALVE. Jl:OG H WATER FACILITIES FU FLOW (GPM) DOMESTIC WATER DEMAND 518.5 127 FIRE WATER DEMANQ 1,750 IRRIGATION WATER DEMAND 22.6 • • SEWER FACILITIES • • AVERAGE SEWER GENERATION 220 MGD * 50 UNITS 1,000 MGD LEGEND -$-POINT OF CONNECTION TO EXISTING LINE ~ PLAN SCALE: 1" ~ 1 D' -0" 0 5' 10' 20' GRAPHIC SCALE BUIL T 11 04. i, 4-. (4 DATE • ® FIRE HYDRANT CONNECTION TO EXISTING 6" MAIN PER DETAIL 6, ® POINT OF CONNECTION 5 FEET FROM BUILDING FACE. SEE PLUMBING SHEET 11. DRAWINGS FOR CONTINUATION. FIRE HYDRANT PER CITY OF CARLSBAD STD. DETAIL W-12. FIRE WATER SERVICE CONNECTION TO EXISTING 6" MAIN PER DETAIL 5, SHEET 11. IRRIGATION @ IRRIGATION BACKFLOW PREVENTER PER W-20. ® METER FROM CARLSBAD MUNICIPAL WATER DISTRICT. SIZE PER PLAN. @ POC TO LANDSCAPE IRRIGATION PLANS. REMOVE AND RETURN FOR CREDIT TOWARD PROPOSED WATER METERS. COORDINATE WITH CARLSBAD MUNICIPAL WATER DISTRICT. CONTACT: MARIO REMILLARD, WATER METER SPECIALIST, (760) 438-2722 x7153. ABANDON EXISTING WATER SERVICE: A. f-2" SERVICES W/SERVICE SADDLE 1. CUT SERVICE LOOSE FROM CORPORATION STOP, AND REMOVE CORPORATION STOP FROM SERVICE SADDLE. 2. IF SADDLE IS DAMAGED OR CORRODED (OR NOT BRONZE)-REPLACE WITH NEW SADDLE AND PLUG WITH BRASS PLUG. 3, IF EXISTING SADDLE IS SERVICEABLE, PLUG WITH BRASS PLUG. B. f-2" SERVICES TAPPED DIRECTLY INTO MAIN: 1. REMOVE CORPORATION STOP AND INSTALL NEW SERVICE SADDLE OVER EXISTING TAP. PLUG SADDLE WITH BRASS PLUG. INSPECTOR J j DATE f-----f---------+-----------+--+---------,f-------+--II SH9EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT L_____,_g__J ~=="-'============"-'=====: >---+---------1-----------------+---+---------if-------------i---1 GRAD ING PLANS FOR: 411!114 R"' Ii\ l\ C. -'R ... l_:r~ DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I J DATE INITIAL CITY APPROVAL TAVARUA SENIOR APARTMENTS 3596 HARDING ST., CARLSBAD, CA UTILITY PLAN-WEST APPROVE □d_ J( z4,, J!J,I,(. GLEN K VAN 01SKI CITY ENGINfuE 41204 EXPIRES 3/31/13 DATE ;¢,f OWN BY: -~~ PROJECT NO. DRAWING NO. ~~~g ~~: V~ SOP 06-12(A) 473-2A 010312 6 5 ii (SEE SHEET 9 FOR CONTINUATION) s--- (E) 6" ACP WATER LINE CONSTRUCTION NOTES: 7 4 0 EXISTING AC JOINT (FIELD LOCATE), DO NOT CUT AC PIPE. 0 6" TEE (FlxPJxPJ) 0 THRUST BLOCK PER CMWD W-15. © 6" FLxPJ GATE VALVE PER CMWD W-16. ® PLACE NEW/REPLACEMENT PIPING ON SAME VERTICAL AND HORIZONTAL ALIGNMENT />S EXISTING. ASSUME 10 LF FOR BIDDING SEE NOTE [1J ® AC TO PVC ADAPTER(S) PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTION. (j) 6" PVC PIPE LINE. WATER UNE NOTES: [1J LOCATION TIE-IN POINTS AND PIPING (FITTINGS, PIPING MATERIALS, FITTING END/TYPES) MUST MEET THE APPROVAL OF CMWD. CONTRACTOR MUST COORDINATE WITH CMWD FOR PRECISE PIPING REQUIREMENTS AFTER TIE-IN POINTS HAVE BEEN COORDINATED WITH AND APPROVED BY CMWD. FIRE HYDRANT CONNECTION TO EXISTING MAIN (E) 6" ACP WATER LINE (SEE SHEET 9 FOR CONTINUATION) 1 O' (MIN) PER SAN DIEGO HEALTH DEPARTMENT 11 12 REMOVE EXISTING 6" ACP WATER LINE TO EXISTING JOINTS SEE FIRE 7 SPRINKLER PLANS (E) 6" ACP WATER LINE ,--------------------<5 >------------------, CONSTRUCTION NOTES: 0 EXISTING AC JOINT (FIELD LOCATE), DO NOT CUT AC PIPE. 0 6" TEE (FlxPJxPJ) 0 THRUST BLOCK PER CMWD W-15. © 6" FLxPJ GATE VALVE PER CMWD W-16. ® PLACE NEW/REPLACEMENT PIPING ON SAME VERTICAL AND HORIZONTAL ALIGNMENT AS EXISTING. ASSUME 10 LF FOR BIDDING SEE NOTE [1J ® AC TO PVC ADAPTER(S) PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTION. 0 6" PVC PIPE LINE. ® 1" WATER SERVICE PER W-3. 0 METER BOX PER CMWD W-3. @ 1" PVC -SEE LANDSCAPE PLANS. WATER UNE NOTES: SCALE: 1"=2' @ 2" WATER SERVICE PER CMWD W-4. @ METER BOX PER CMWD W-4. @ 2" SERVICE -SEE PLUMBING PLANS. [1J LOCATION TIE-IN POINTS AND PIPING (FITTINGS, PIPING MATERIALS, FITTING END/TYPES) MUST MEET THE APPROVAL OF CMWD. CONTRACTOR MUST COORDINATE WITH CMWD FOR PRECISE PIPING REQUIREMENTS AFTER TIE-IN POINTS HAVE BEEN COORDINATED WITH AND APPROVED BY CMWD. FIRE WATER SERVICE CONNECTION TO EXISTING MAIN SCALE:1"=2' 4 3 NOTES: PAYERS AND BEDDING PER LANDSCAPE PLANS 1. ALL TREAD SURFACES SHALL BE SLIP-RESISTANT. 2. REFER TO LANDSCAPE DRAWINGS FOR COLOR, PATTERN, TEXTURE, AND FINISH. PA VERS AT PEDESTRIAN CONCRETE SECTION NOTES: #3 BARS @ 18" 0.C. BOTH WAYS CONCRETE PAVEMENT (2,500 PSI) 95% COMPACTED CRUSHED AGGREGATE OR MISCELLANEOUS BASE COURSE 95% RECOMPACTED SUBGRADE 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS FROM THE PROJECT GEOTECHNICAL REPORT. 2. REFER TO LANDSCAPE PLANS FOR CONCRETE COLOR, PATTERN, TEXTURE, FINISH AND JOINT PATTERNS. 3. EXTERIOR SLABS TO BE SCORED OR SAWCUT AT Y," -3/8" DEEP. NO SECTION OF CONCRETE TO BE GREATER THAN 1o·x10·. 4. FOR SIDEWALKS OR NARROW SLABS, CONTROL JOINTS TO BE PROVIDED AT INTERVAL OF 6'. REINFORCED CONCRETE WALKWAY N.T.S. ROOF DRAIN DOWNSPOUT. REFER TO PLUMBING DRAWINGS FOR EXACT LOCATIONS AND CONTINUATION WITHIN BUILDING. HOODED OVERFLOW WITH STRAINER. DISCHARGE TO STORM ORAN PIPE SYSTEM 18"x18" COBBLES OR SPLASH BLOCK AT EVERY DOWNSPOUT LOCATION ROOF DRAIN DOWNSPOUT. REFER TO PLUMBING DRAWINGS FOR EXACT LOCATIONS AND CONTINUATION WITHIN BUILDING. ~ 3" MULCH 18" SANDY LOAM, MINIMUM INFILTRATION RATE 5" PER HR WATERPROOFING MEMBRANE 12" OPEN-GRADED GRAVEL, 1 /2" DIA. PER ASTM 448 N0.57 NOTE: CONCRETE Fe'= 3,000 PSI MIN. REBAR Fy= 60,000 PSI MIN. • • PERFORATED PIPE EL=PER PLAN 12" CONCRETE FOOTING WITH #4 @ 12" DC EW T&B 6" CONCRETE WALL WITH #4 @ 12" DC EW -1--+-4" OVERFLOW PIPE AT 31.50' O.C. STORM DRAIN OUTLET PIPE TO EX. 30" STORM DRAIN 2 FLOW-THROUGH FILTRATION PLANTER BOX N.T.S. 1 NOTES: #3 BARS @ 18" O.C. BOTH WAYS CONCRETE PAVEMENT (2,500 PSI) 95% COMPACTED CRUSHED AGGREGATE OR MISCELLANEOUS BASE COURSE 957. RECOMPACTED SUBGRADE 1. PAVEMENT SECTIONS ARE BASED ON RECOMMENDATIONS FROM THE PROJECT GEOTECHNICAL REPORT. 2. REFER TO LANDSCAPE PLANS FOR CONCRETE COLOR, PATTERN, TEXTURE, FINISH AND JOINT PATTERNS. 3. EXTERIOR SLABS TO BE SCORED OR SAWCUT AT Y,"-3/8" DEEP. NO SECTION OF CONCRETE TO BE GREATER THAN 1o'x10·. 4. PAVEMENT ADJACENT TO LANDSCAPED AREA TO PAVE A 12" THICKENED EDGE. THICKENED REINFORCED CONCRETE PAVING FOR AUTOMOBILE LOADING N.T.S. N.T.S. /)~ 11 ~~ BUIL T 11 I /__ -~ .,4 .,, + . 14- /4cEc4K0 '62... EXP. 3·'31·\/., R/4\/ED B_)j '4-ef/_/, ' INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~ l----l----+------------------11-----+---t----+-----l ~L2_ci_J=o=::::'....':==E=N=G=I==NE=E=R=I==N=G=D=E=P=A=R=T=ME=N=T===--=L____,__g_J==o~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: TAVARUA SENIOR APARTMENTS 3596 HARDING ST, CARLSBAD, CA CIVIL DETAILS GLEN K. VAN PESKI OWN BY:~-- CHKD BY:Vl~~~-- RVWD BY: PROJECT NO. SOP 06-12(A) DATE ;'J/~A, DRAWING NO. 473-2A 0703/? 0 1-1-:E 0 G) 0 .i::,. -t, --.J 1-1-w o, I\) l> \