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HomeMy WebLinkAboutDWG 457-9D; PD 08-06; CARLSBAD HIGH SCHOOL MODERNIZATION; 01-02GRADING NOTES (IN ADDITION 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 1HIS 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 1HE DEITTOPER OR ENG/NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVJSIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RICH T-OF-WA Y PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERDFICA TE OF INSURANCE AS l\£LL 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. THE INSURAI/C£ COMPANY WRITING THE POLICY MUST HA VE A RA TING OF •A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA DNG GUIDE. 5. UNLESS EXEMPTED BY SECDON J01.(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 OBTAJNED 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. B. NO REVJSIONS WILL BE MADE TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRJA TE SHEET OF THE PLANS AND THE DTLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED 8 Y THE Cl TY ENGINEER. 10. THE ORIGINAL DRAWING SHALL 8£ REVISED TO RffiECT 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 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCDON. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND (C) COMPACDON 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 8£ SUBMITTED TO THE CITY ENGINEERING INSPECTOR WI THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. !J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA DON REGARDING ADHERENCE TO RECOMMENDATIONS OU7LJNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE D/RECDON OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANC£ WITH THE CITY OF CARLSBAD STANDARD SPECJFJCA TIONS AND THE " EARTHWORK SPEC/FICA DONS • ATTACHED TO THE PRELIMINARY SOILS INVESDGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTIDN MEETING SHA! L BE HE! D AT THE SUE PR/OR TO THE RmNNING Of WORK ANO 51/AII BE AUfNOEO BY All RFPRESENTATIWS RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVJS/ON. TESTING AND ALL OTHER ASPECTS Of THf WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCDON MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARDNG CONSTRUCTION. THE CONTRACTOR WILL THEN 8£ CONTACTED BY THE PROJECT INSPECTOR TO COORD/NA TE A DA TE AND TIME FOR THE PRfCONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJ£CT INSPECTOR AT THE MEEDNG. 15. Al L INSPECTION FIEQIJESTS OTHER THAN fOR PRECONSTRUCTION MEETING WI BE MAOE BY CAIi ING THf ENG/NffR/NG 24 HOUR INSPECTION REQllFST l /Nf AT (760) 438 3891. INSPECDON RfOUfST MUST BE RECEIVED PRIOR TO 2: 00 PM, 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 LA 1£R. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVIC£S, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALn-1 STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMimNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ 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 INSTALLA DON 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 PRIOR TO EXCAVATION. If THE pt AN VARIES FROM THE SHORING SYS1FM STANDARDS ESTABLISHED BY THE CONSTRUCDON SAFETY ORDERS, TITIL B CALIFORNIA ADMJNISTRA TIVE CODE, THE PLAN SHA/ l BE PREPJ.RED BY A REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVA DON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA DON. 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 1HE SCHEDULING OF BLASTING OPERA T/ONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERA DONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE 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 OPERA DONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS. EARTHMOVING EQUIPMENT, CONSTRUCDON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON ITTKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARThlENT 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 MATER/AL SHALL BE OBTAINED FROM, ANO WAS7E 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 ROU7ES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE RtMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON THE 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 HAVE 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 AND 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 JRRIGA TED, 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. 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 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 IRRIGA DON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENT$. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15' PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR JS SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA DON, 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 Cl TY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILIDES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SIT£ SUFFICIENTLY AHEAD OF GRADING TO PERM/ T THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NODFY AFFECTED UDLITY 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 SDG&E PA C/FIC BELL TIME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) 'CITY OF CARLSBAD(SEWER. WATER & RECLAIMED WATER) 'SAN DIEGU/TO WATER DISTRICT 'LEUCADIA WASTEWATER DISTRICT 'VALLECITOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT 'BUENA SAN/TA TION DISTRICT *AS APPROPRIATE J4. PERMIT COMPLIANCE REQUIREMENTS: (800~422-4133 (BOO 660-7343 (BOO 892-0123 (760)438-7741 (760)806-9809 (760 434-2980 (760 438-2722 (760 633-2650 (760 753-0155 (760 744-0460 (760 753-6466 (760 726-1 J40 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 ENG/NEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARThlENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SO/LS ENGINEER THAT THE GRAD/NG WAS DONE IN ACCORDANCE WIJH THE REQUIREMENTS AND RECOMMENDATIONS OU TUNED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WIJH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J5. 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. J6. THE SOILS REPORT TIT/LO GEOTECHNJCAL STUDY, PROPOSED CARLSBAD HIGH SCHOOL (STADIUM PHA.~MODERNIZATION PREPARED BY LEIGHTON CONSULTING, INC. DATED ocrosr 11 ,2al!L, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPEC/FICA DONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ---'E"'/"'TA"'N'-A""H""A"'R=O:.::Nl'---___ AT 760-331-5022 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN' ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACDON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING 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 PREVENT PUBLIC TRESPASS ON TO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVJDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOP£ AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE V>lTH J/4 /NCH MINIMUM AGGREGRA TE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES {90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECDON J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION STA TE OF CALIFORNIA. ' TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RRIGA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CA T/ONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. 11-IREE 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 R_A TTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR JMPROVEMENTS{CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENDFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RRIGA TED 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 /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100" COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100" COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEITTOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL 8£ SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAJNTA/N THE MOISTURE LEV[!. OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR JH/S PROJ£CT, THAT I C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING: HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/FICADONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CORNERSTONE ENGINEERING, INC. ADDRESS: 620 MISSION A VENUE CITY, STA TE: OCEANSIDE, CA. 92054 TELEPHONE:~1~7,~~-!J}{~ I~ Zt t.. BY: ~~_ }/,fw{, . /CH EL BORAKS R.C.E. NO.: _______ ____:C,c,Oc:,4:,e:BB,c,3c:,4'--cfl'4'""'6"'--- REGISTRA DON EXP/RATION DA TE: --"0"-9-__,Je,Oc..--'<'~"-"-IQ'---- SOILS ENGINEER'S CERTIFICATE J, ROBERT 0. SFROH SEArJ C-OL-d?.N>Q , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF 17-1£ STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 11-/E FIELD OF APPLIED SO/LS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND 57UDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF SEPTEMBER , 20 07 AND OCTOBER , 20__Ql_, TWO COPIES OF THE SOILS REPORT COMPILED FROM 71-1/S SlUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTE~TO (._ ~ :: THE CITY ENG/NE::E..,R.--. •"-0FESS10-,, SIGNED: .t.:~ ~-CDLo,9! "'-tc U G.E.NO.: __,2::D:,:;9,e.9-_:_2...:.So=-"_;_ ______ _ "~ C,(il i3 °' No 2507 o z. DA TE: _?.=--''-=e--<it"'-'------------w ili oc Exp: 12/31/0, o, ; ri.. ~ * ',., ,~ .,,_,,c,'t' ' . '(" LICENSE EXPIRATION DA TE: 1e 31 09 1z,?,/·O'!J CANT'S (FOR OWNER) CERTIFICATE I ( WE') __ :" REBY CERTIFY THAT A REGISTERED $OIL$ ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. M J /), · J A c vs .t,, P11tE <->nee I co,J Jr<!.vc:r1o~ /1 3 / 09 EF-IK "/t:e:11r!U{ (PRINT NAME BELOW LINE) DATE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAMETRICS WI TH FIELD SURVEY AUGMENTATION METHODS FROM INFORMATION GATHERED ON APRIL 2004 BY FRASER ENGINEERING AND KENNY AERIAL {2004l CORNERSTONE ENGINEERING 2007-2008. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA DONAL MAP ACCURACY STANOARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 205-140-2~ 28 & 29 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N J62 E __ 1=6=65~------- 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 2. a. 20 lbs. PER ACRE OF ROSE CLOVER 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. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. :JEMS e,d,6, ANB for Rh'S SUBSECRON MAY BE Ot\ffflEO Ot~ LOCARO,'IS WI/ERE RIE AREA BE.'NG 11¥fJR05EEOCB IS //0T ',IS/BL£ ,ROM EIRIER A Pt/BLIC STREET OR RESi'tJEN™L Slf/UCfJRES. h. BSECTION MUST BE /NOCULA 1EB ~771 A M'1ROGEN r:XJNG 8ACFERM ANfJ APPLIED DRY 8FH£R BY 9R-&LJNG OR BR0AD™STh\'G BEFORE ,, iYfJROSEEDING. I. ALL SE££) l,MJERMLS SI/All. BE FRI\NSPOR1E£1 TO RI£ JOBS/TE IN UNO.O[NEB eeNTA{}ll:RS l'tiFII RIE CAl.Jf0RN}A DEPAR™ENT er F00B AN£I AGR,'CULRJRE CER1/r!CA110N TAG ATTACilE£1 FO, OR PRIN1D3 OU SA,'D COt\'TAN.JERS. ]. NON A' I YFO mx:c WET11/IG AGE,~ TS MAY OC AOOE£1 FO 11 IE )1¥DROSEEB SLURRY AT FU[ 8!50R£FJeN QI FU[ eeNffMGT-OR. 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 HYDRAUUCALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15" SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA DON OF: 2. a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFJCIENTL Y FRIABLE. e. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £. HYDROSEEDED AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. VICINITY MAP CITY OF OCEANSIDE HIGHWAY 7B PROJECT SITE NOT TO SCALE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS. REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROi. FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUDONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WIJH JHE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. 2. J. 4. 5. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS RESOLUTION NO. N/A DA TED N/A CITY OF VISTA THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). LEIGH TON CONSUL TING, INC. PACIFIC OCEAN CITY OF ENCINITAS KEY MAP 1·~100· ,,_o~ 6. SOILS REPORT AND RECOMMENDA,TIONS BY _____ DATED 10tJIL07 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CITY OF --,....--\LI SAN MARCOS B. CALIFORNIA COASTAL COMMISSION DEITTOPMENT PERMIT CONDITIONS DATED N[A TYPE 9. ENVIRONMENTAL APPROVAL DOCUMENTS: EIR FOR CHS MODERNJZA T/ON SCHl2007 121067 DATED 9-10-08 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CORNERSTONE ENGINEER/NG, INC. DA TED APRIL 'OB (AMEND./3) WDID NO. 9 37C ~.3-51=5=.3.3~-------- 11. STORM WATER MANAGEMENT PLAN PREPARED BY CORNERSTONE ENGINEER/NG. INC. DA TED ..,s .. EP....,_,T._'.><08,,_ ____ _ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL DESCRIPTION LEGEND DWG.NO. SYMBOL \IEGETA TI\IE BIO SWALE AC PA\IEMENT/AGG. BASE/SUB.PR£? 5• CURB G-1 5• CURB &-GUT/ER J' 1'10£ PCC RIBBON GUT/ER 24'X24" PCC BOX /NL£T 1B"X18" PCC BOX INLET 12" PVC STORM DRAIN 4" PCC SIDEWALK BENCH MARK G-2 TYPE G => => => f' ................ ·· 1 ... , .............. . .................... ---·--·-- □24" □ 1B" --SD-- r -· -••• I l a • • • : .-' DESCRIPDON: CLSB 123 2 1/2' BRASS DISC LOCA T/ON: TOP OF CURB INLET WEST SIDE MONROE STREET ON WESTERLY PROLONGATION Of NORTHERLY CURB IN FRONT OF COMMUNITY SWIM CENTER RECORDED: PER R.O.S. 17271 EL£VADON: 208.1JI DATUM: NGVD 29 EARTHWORK QUANTITIES SHEET INDEX CUT: 28 CY 1 TITLE SHEET FILL: t,268 CY 1,268 2 GRADING DESIGN IMPORT: CY £XPORT: 0.00 CY REMEDIAL: 0.00 CY NOTE : VOLUME INCLUDES CLEAR AND GRUB MA TER/ALS. QUANTITY 295 L.F. 4,900 S.F. 291 L.F. 66 L.F. 82 LF. 2 EA. J £A. 400 L.F. 560 S.F. 1HE ABOVE IN-PLACE QUANTITIES ARE BASED ON GRADING LINES, ELEVATIONS SHOWN ON 1HESE DRAl\1NGS AND BY USING AN ANTICIPATED ADJUSTMENT FACTOR Of 1.J. ACTUAL QUANTITIES Of EAR1HWORK MAY VARY FRDM 1HAT STAra> ABOVE DEPENDING UPON VARYING SOIL DENSITIES, 1HE AMOUNT Of SOIL BEING REMOl-£D DURING CLEARING AND GRUBBING OF 1HE SITE, AND ON 1HE DEGREE OF SITE PREPARATION ACTUALLY REQUIRED IN 1HE FIELD. 1HESE QUANTITIES ARE FOR PURPOSE OF CALCULATING 1HE FEES AND BONDS REQUIRED BY 1HE PUBLIC AGENCY AND ARE NOT TO BE USED FOR JOB BIDDING PURPOSES. REQUIRED TREATMEN1' CONTROL BMP TABLB DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BIO SWALE \IEGETA 11\£ UNED Cl TY OF CARLSBAD N/A 2-MONn-lLY SWALE BOX INLfT FILTERS KR/STAR FGP-18F CJ TY OF CARLSBAD N/A 2 /U lll-MaUALLI BEFORF.: AF/ER KR/STAR FGP-24F MAJOR 1AINFALL SUSMP PROJEC1' PRIORITY MJDIUM PMNNNq DEPARTMENT APPROVAL ~ Lb1 DATB:S/.Z Ina (SIGNED) / '-'7 0 AS BUIL T0 PLANNING DIRECTOR EXP, ___ _ DATE /1J a., RC[ __ _ (.A,u, Lbwra. DATB:3 1:l. ~00-21------------~ (SIGNED) /' /"' I REVIEVED BY• RECOMMENDED ev, CAri~ ~, ..... (PRINT NAIIEJ INSPECTOR DATE i---t---+-------------jf-----1--1---+-~ I sH,EET I CITY OF CARLSBAD I SHE2Ers I ENGINEERING DEPARTMENT ;:;G;;R;:AD:;:;IN;,:G;::;:P;:::LAN:::;;;S;:::::;FO;:R:;:::·==::::::::::=::::::::::::::::::::=====: MONROE S'TREET COMMUNITY AQUATICS CENTER APPID: .Pf.YID/A • .l;IA)J~R =P- e<: 'M ,x.::za,,.. /dU,: PE 4/'204 '!>/~·11,o!!....,--2j.J,,/.!,2'1 DEPU CITY ENGINEER PE 330B1 EXPIRES 6 30 10 DA 1 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ---PROJECT NO. DRAWING NO. LE_NGJ_N_E.:..ER __ oF_wo ___ R_jK ____ R_E_v_1s_1_o_N_D_Es_c_R_1_P_n_o_N ____ Lo'..'.:1H:E:_R_:AP:.:P_:::RO:::_:V_:AL:...1_:C:ITY~A=PP:_::R.:::OV:A:_L~~=~=~=D=B=B~=:~·•_i_ PD 08-;06 457-90 T I L Cl ~I: V) V) v,<O: l,.J :,: (.)I)_ (.) I.·. -' JI:::::::'::::::=::::::::'':::=(:__ CONC. --------· II,. -R€P {)WG 4-57-98 A.C. FIRE LANE \ ~~-( -~irl llSD--OtJr 8' INSTALL CLEANOUT rs Is:,,,--.-SD+----'\; 7- "",., .... i, -#.. ""'" RCEL ---- lir;:1; r ' - ---------~ ---~ I --/' . ....___ __ EE DETAIL 'C' --~ ,__ ___ LIMITS 0 ~--_,_· . _c=,.!. . . -----:-·. ::.-1 ' 4· . .._ . · .. • • LIMll'S. OF 1 .fl . IMIT1t ·c, CONCREle BENCH ~D<IS.T: ORAIIJlJNe:---SEATINQ·TO" RE~AIN£ ;;?, n....REMAJ~ L..J ----------. 1~nr~----~-•. • 0--,-~- . UJ ". . .. / --.. \ . -. ~ ' . . ' EX-I~ l 6' . D:\256 Pcr~i113 + Will C:arIsboJd HS,255-03 09 -QJ□tics Ccn'.cr lni Ia Si1c Plan for PR dwq :::icm SITE G ADINC 256 Ow -09 GP Jcsiqn 2,.dwq, 2 13 200D 11· 4:::>8 At/. Cciserver.3 ""1P JesiqnJCJt 5DO 42 bv HP, 1 ! 'INSTA C.L PROPE 6" CONC. CURB EXISllNG PROPERTY LINE I DETAIL 'C' SCALE: 1" = 10' SD- /-~ ----s~ TC200.4 1 SEWER LINE i,CI , ,, ·o ~ ~ i ~\~\ Cl'!,~ ~,\ \ . ,,,,.,,. <r, i X: o?l ~ ~ \ \ J"-i,:~ \ i - + 1, . ~ • • • 'b ¾ . <~ TW204.0 EXISTING BLOCK RETAINING WAL~ REMOVE AC AND REPLACE WITH LANDSCAPE FS203.8 -- EXISTING INLET AND GRATE TO REMAIN INSTALL KRISTAR FGP-24F STORM WATER FILTER OR APPROVED EQUAL FUTURE ACCESS ROAD IMPROVEMENTS PER PHASE 3 SECTION B -B' . NOT TO SCALE GRAPHIC SCALE ,. J / ( IN FEET ) . . , .. I inch = 20 ll • .Jlll;C---;'c) ~ ~ ~ I it,. 00 06\~~ "''i> 1! ~1! C. ~~o~ ?-'½-<q,. "' _;2f/4-- • 20 I COMMUNITY AQUATICS CENTER CONSTRUCT 3' WIDE X 1' DEEP VEGETATIVE BIO SWALE ON HIGH SIDE OF WALL --i 1.0% MIN. -- • CITY OF CARLSBAD H.S. LEGEND: TC -TOP OF CURB ELEVATION FL -FLOWLINE ELEVATION CARLSBAD 8' C.L. LPROPERTY FENCE-1 -LINE AC -TOP OF ASPHALT CONCRETE PAVEMENT ELEVATION FG -FINISH GROUND ELEVATION FS -FINISH SURFACE ELEVATION • 1.0' 10.18' OG -ORIGINAL GROUND ELEVATION --FS203,8 FG203. 7 TG -TOP OF GRATE ELEVATION IE -INLET INVERT ELEVATION • <:, ',If. ~-l: S, ~{ Q.c,<f S.D.G.&E. FACILITIES PL -DESIGN ELEVATION @ PROPERTY LINE TW -TOP OF WALL ELEVATION PCC -PORLAND CEMENT CONCRETE 1.0' BENCH ( ) -EXISTING ELEVATION FG198.7 (S) -DESIGN ELEVATION PER STADIUM -DIRECTION OF DRAINAGE FLOW PLANS SECTION 0-D' EXISTING CONTOURS -.!03,5-FINISH GROUND CONTOURS NOT TO SCALE I I EXISTING AC PAVING CONS I RUCTION NOTES: ® @ © @ FG207.9 ® POOL DECK® © ® ([) Q) ® © © ® ® @ ® @ ® ® <D ® ® SAWCUT AND MATCH TO EXIS1lNG AC PAVEMENT SAWCUT AND REMOVE EXISTING 6" PCC CURB AND/OR PCC CURB AND GUTTER CONSTRUCT s• PCC CURB PER SDRSD I/G-1 OVER COMP. NATIVE TO 90:11: DENSITY INSTALL CURB AND GUTTER PER S.D.R.S.D. IJC-2 INSTALL 3.5" A.C./5.5" CL II A.B./12• COMP. NATIVE TO 90% DENSITY REMOVE EXISTING CHAINLINK FENCE REMOVE EXISTING INLET REMOVE EXISTING GUTTER AND INSTALL 3' WIDE PCC RIBBON GUTTER REMOVE EXISTING UTILITY SEE LANDSCAPE PLAN FOR FENCING DETAILS PROPOSED 24"x24" PCC BOX INLET W/TRAFFIC RATED GRATE & FILTER INSERT (KRISTAR FGP-24F, OR APPROVED EQUAL) PROPOSED 18"x18" PCC BOX INLET W/TRAFFIC RATED GRATE & FILTER INSERT (KRISTAR FGP-18F, OR APPROVED EQUAL) (GEO FABRIC TO BE PLACED UNDER GRATE TO ELIMINATE GRAVEL FROM ENTERING INLET) PROPOSED 3' WIDE VEGETATIVE DRAINAGE SWALE (CONFORM TO SWMP BMP'S) EXISTING PARKING SPACES TO BE ABANDONED AND REPLACED WITH IRRIGATED LANDSCAPED SLOPE (2: 1 MAX SLOPE) PROPOSED DOUBLE 12' WIDE CHAINLINK GATE EXISTING CONCRETE BENCH SEATING TO REMAIN. SOLAR PANELS TO BE CONSTRUCTED AT TOP OF BENCH SEATING. 4" OF WHITE REFLECTIVE GRAVEL ON TOP OF WEED BARRIER TO BE PLACED WITHIN AREA OF RE-LOCATED SOLAR PANELS (GRAVEL TO ACT AS BMP FOR DRAINAGE) 3' WIDE WATER EASEMENT PER BK. 4769, PG. 498, O.R. (EASEMENT IS OBSOLETE AND SHALL BE QUITCLAIMED) REMOVE EXISTING PCC SIDEWALK REMOVE EXISTING PCC SLAB AND RELOCATE STRUCTURE CONSTRUCT PCC SLAB FOR PLACEMENT OF RELOCATED STRUCTURE CONSTRUCT 4' WIDE X 4• THICK PCC SIDEWALK INSTALL 12" PVC STORM DRAIN LINE SYMBOL 1 · .. · .. ... .. I ................. .. .. . . . . . . . . . . . . . 024' □18' < y y y I • --SD--- CARLSBAD H.S. STADIUM ALL AQUATIC CENTER DRAINAGE WILL TRAVEL THROUGH SITE BMP'S PRIOR TO BEING ROUTED THROUGH THE SCHOOL"$ DRAINAGE SYSTEM. ALL DRAINAGE WILL BE TIREA TED BY A 'END OF LINE' TREATMENT FACILITY TO BE CONSTRUCTED WITH THE STADIUM PHASE OF THE CHS MODERNIZATION. X◄·--B' HIGH CHAINLINK FENCE WITH GREEN VINYL COATING TO BE INSTALLED ON PROPERTY LINE .,.----CMU RETAINING WALL HEIGHT VARIES 4.5' MAX. REQUIRED TREATMENT CONTROL BMP TABLE I TO BE BUILT WITH STADIUM TYPl! DESCRIPTION Ol!NERSHIP MAINTENANCE aµl.\:J"rij, AGREEMENT I ·. :· .. , :~o;:Rc:~Ai:~/o I ., . . ... ,~ ,. . . ·" , HEEL OF FOOTING i 6'j 12• MIN. V[G[TATIV[ LIN£D BID SI/AL[ SI/AL[ CITY or CARLSBAD NIA 1 Io· LF' , __ , KRISTAi/ FGP-18F 19 11 .(.J) -~, \ '-PROPOSED 12• PVC BOX INLET FIL T[RS ,-== KRISTAi/ FGP-24F CITY UF CARLSBAD NIA 1♦'12) QUANTITY 35 LF. 107 LF. 291 LF. 66 LF. 4,900 S.F. 62 LF. 2 EA. 82 L.F. 2 EA. 3 EA. ~I'd L.F. 2 EA . 11,200 S.F. 238 S.F • 2 EA. 155 S,F. 560 S.F • 400 LF. , " MAINTENANCE FREQUENCY · MONTHLY il) BI-ANNUALLY (e) l/f;.~9f}fi,,¥J.f~ I I STORM DRAIN~ '"'---CONCRETE FOOTING SUSMP PROJECT PRIORITY M &.O}IAM ' 7 2os .. '. 'r"'-'S'~~,;lf·~-~·~ .. o~·~~.==6~1(1::iJ~i1; EXISTING PROPERTY UNE Pl,R DQC..J,4-449709 ,;.: TO Br AOJUSlEQ._ / tR~DJUS• ROPERTY LINE 207 - w --- • •• (, D • • • I• .~'>,Y SECTION A -A' NOT TO SCALE P~ING DEPARTMENT APPROVAL ~ DATB:.J / Z./f"tO (SIGNED) -, II AS BUILT" PLANNING DIRECTOR RC[ __ _ EXP, ___ _ aiA-1:L..,;, DAT111 3 /_.,, /. -""""'7siimi»l ~ n: /"<. /,lf>Of REVIE\,IED BY• RRco11MENDED ev, CJr1s Ca.rt: i ,._ (PRINT NAIIB) INSPECTOR DATE DATE l----!----t-----------t----f--t---t-----11 SH2EET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT ;:G=R=AD==IN:::G,.::::::PLAN;:::=::S::::::FO::R:=·================::::::.:====:::::::; DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL MONROE STREET COMMUNITY AQUATICS CENTER 3401 MONROE STREET APPJVED,:/ Q,YYID./1I: _j!AUSER e!t:p "'1'· b. & Yh ~ EE 4rZo4 ?.£~/io ?,!r..{tPI DEP Y CITY ENGINEER PE 33081 EXPIRES 61/30/10 DA DWN BY: -~-I PROJECT NO. I DRAWING NO. CHKD BY:,,.,.-?:-PD 08-06 457 9D RVWD BY:~'-' - ..... 1--'} <l"--C <::, ~ :e ? r,J G') l 0 .r:-, "I\ .... 01 r,J -...I ~ I ID \j C