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HomeMy WebLinkAboutDWG 460-1A; MS 07-02; CARLSBAD PASEO; 01-08GRADING NOTES (IN ADDITION TO /HE REQUIREMENTS OF CHAPTER 15.16 OF /HE CARLSBAD MUNICIPAL COD£) 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 omER ADDITIONAL DOCUM[NTS USTED HEREON AS THEY MAY PERTAIN TO THIS PRO.£CT. THE ENGINEER IN RESPONSIBLE CHARGE: SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT REUEVE lliE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OM/SSJONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP/l Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RJGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQIJIRED FOR ANY WRK IN THE PUB/JC RJGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/flCA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POIJCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABIUTY. lliE INSURANCE COMPANY WRITING THE POUCY MUST HAVE A RATING OF 'A-' OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS' KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION JOl.(b)5 OF mE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLJC RIGHT OF WAY REQUIRE S£PARATE PERMITS FROM THE BU/WING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND omER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WRK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BE[N OB(A/NED AND A VA/JD GRADING PERMIT HAS BEEN ISSUED. a NO REVISIONS WILL BE MADE TO THESE PLANS v.rmouT THE WRITTEN APPROVAL OF THE CITY ENGINEER, ___ .NOTED VrlTHJN THE REVISION BLOCK, ON mE APPROPRIATE SHEET OF THE PLA!r.J AND THE TIil£ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORJG/NAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF mE WRK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY \/£HICLES SHALL BE MAINTAINED TO THE PRO.£CT SITE AT ALL TIMES DURING CON$TRUCTION. 12. WHER£ TRENCHES ARE Vrllli/N CITY CASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA IE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE flELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR VrlTH/N TW WRKING DA iS OF THE COMPLETION OF FIELD TESTS. IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OU TUNED IN THE SO/LS REPORT IS RtQIJJRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER TH[ DIRECTION OF A PROFESSIONAL ENGIN£ER OF TH£ $TATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE: FILL AREA$ SHALL BE CONSTRUCTED IN ACCORDANCE MTH THE CITY OF CARLSBAD STANDARD SPEC/flCA TIONS AND THE • EARTHWORK SPEC/flCATIONS • ATTACHED TO THE PREUM/NARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PRO.£CT INSPECTOR. 14. A PRECQNSlRUCTION MEEDNG SHALL BE HELD AT TT-IE SIT£ PRIOR TO THE BEGINNING Of \',ORK AND SHAii Bf ATTENDED BY All RFPRE:SfNTATIVE:S RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING AND ALL ornER ASPECTS Of lli( OORK TT-IE CONTRACTOR SHALL REQIJEST A PRECONSTRUCTION MEETING BY CALLING TT-IE INSPECTION LINE AT (760) 438-3891 AT LEAST Fl\1£(5) WRKING DA'rS PRIOR TO STARTING CONSTRUCTION. TT-IE CONTRACTOR WILL n-lEN BE CONTACTED BY rnE PRO.£CT INSPECTOR TO COORDINATE A DATE AND TIME FOR rnE PRE CONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PRO.£CT INSPECTOR AT THE MEETING. 15. All /NSPECDON REOUES1S QlliER JHAN FOR PRFCONSlRUCDQN MEET/NG WILi BE MAOF llY CAIi /NG THF FNGJNEER/NG 74-HOUR INSPECDQN REQUEST I /NF AT (760) :fJB-.3891, INSP£CDON REQUEST MUST Bf RECFJ\,fQ PRIOR TO 2: 00 PM, ON TT-IE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WRK DAY UNLESS YOU REQUEST On-lERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TW FULL WRK DAYS LATER. 16. TT-IE OWNER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHAU DESIGN, CONSTRUCT AND MAJNTA/N ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOlEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17; TT-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TT-IE CITY ENGINEER AND/OR CONCERNED AGE:NCY SHOWING TT-IE DESJGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAD! OF WRKER PROTECTION FROM mE HAZARD OF CAVING GROUND DURING n-1£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES f/VE FEET (5') OR MORE IN DEPTT-1 AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGE:NCY PRIOR TO EXCAVATION. IF lliE PIAN VARIES FROM THE SHORING S'rSITTI STANDARDS ESTABLISHED BY rnE CONSTRUCTION SAFETY ORDERS, TIil£ 8 CALJFORNfA ADMINISTRA TI'v'E CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINITR AT lliE CONTRACTORS EXPENSE A COPY OF THE OSHA ~~~1H~. PERMIT MUST BE SUBMITTED TO rnE INSPECTOR PRIOR TO 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 29. THE OWNER/APPUCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE: TT-IE WORK OF THESE GRADING PLANS Win-I THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND TT-IE IMPROVEMENT PLANS AS REQIJIRED FOR n-1/S WRK IN ACCORDANCE 'M1H TT-IE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Vrln-1 A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES. UP TO 15' PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS n-lAN 15 FEET AND BACKFILLED WITH J/4' ROCK PER SORSD S-4 TYPE •c• AND PIPE MEETS ASJM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIP£ JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF TT-IE GRADING OPERATION, IT SHALL BE REMOVED Vrln-1/N T~NTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS TT-IE PIPE WILL BE PLUGGED WITH CONCRETE: OR REMOVED AS APPROVED BY THE CITY ENGINEER. J2. TT-IE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES ( ABOVE GROUND AND UNDER GROUND ) Wllli/N THE PROJECT SITE SUFF1CIEN1l Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT TH[ ACTUAL LOCATIONS ARE IN CONf1JCT Vrllli THE PROPOSED WORK. JJ. TT-IE CONTRACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEE BELOW) AT L[AST 2 FULL WORKING DA'rS PRIOR TO STARTING GRADING NEAR TI-IEIR FACIUTIES AND SHALL COORDINATE TT-IE WORK WITH A COMPANY REPR[SENTA TI\/£. UNDERGROUND SERVICE ALERT 1800~422-4/JJ SDG&:E BOO 660-7J4J PACIFIC BELL 800 892-0123 TIM[ WARNER CABLE 760 438-7741 COX COMMUN/CATIONS 760 06-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) 760 434-2980 "CITY OF CARLSBAD($£~. WATER & RECLAIMED WATER) 760 438-2722 "SAN DIEGUITO WATER DISTRICT 760 6JJ-2650 'LEUCADIA WASTEWATER DISTRICT 760 753-0155 'VALLEC/TOS WATER DISTRICT 760 744-0460 'OI.JVENHAIN WATER DISTRICT 760 753-6466 'BU[NA SANITATION DISTRICT 760 726-1340 'AS APPROPRIATE J4. PERMIT COMPIJANCE REQUIREMENTS: A. C TR ED G ADI G -THE APPIJCANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GE:OLOGIST TO GIVE TECHNICAL ADVICE, OBSER'vf: AND CONTROL TT-IE WRK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO TT-IE CITY ENGINEER VIA TT-IE PRO.£CT 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 Vr!TH CITY CODE AND TT-IE APPROVED PLANS ( OBTAIN SAMPLE OF COMPUANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM TT-IE SO/LS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CA/?ACITIES. A STATEMENT AS TO THE EXPANSIVE QUAUTY OF THE SOIL. AND SUMMARIES OF FIELD AND LABORATORY TESTS. TT-IE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENG/NEER THAT THE GRADING WAS DONE IN ACCORDANCE VrlTH TT-IE REQIJ/REMENTS AND RECOMMENDATIONS OUll/NED IN TT-IE PRE:LIMINARY SOILS RE:PORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TT-IE CITY. J5. UNLESS A GRADING PERMIT FOR THIS PRO.£CT IS /SSUE:D Vrln-1/N ONE (I) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL 8£ REQUIRED FOR ANY SUCH RECHECK. EROSION CONTROL NOTES 1. IN CASE EMERGE:NCY WRK IS REQUIRED, CONTACT MA T1HEW HERR/LL, 626-437-1650 2. EQUIPMENT AND WORKERS FOR EMERGE:NCY WORK SHALL BE MADE AVA/lABI.E AT ALL TIMES DURING TH[ RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIUTA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WI-IEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT B[ MOVED OR MODIFIED Mn-lOUT n-1£ APPROVAL OF n-1£ ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA TISf ACTION OF TT-IE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. TT-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TT-IE 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 PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. a GRADED AREAS AROUND THE PRO.£CT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTl'vf: 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 On-lER DEBRIS $HALL BE REMOVED AFTER EACH RAJNFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE: WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE: OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, TT-IE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE MTH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF TH[ DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANQ,TEMPORARY EROSJON CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND 1./,AINTA/NED AS REQIJIRED IN SECTION 212 OF TT-IE STANDARD SPECIF/CATIONS AND lliE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WI-IEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJAC[NT TO A PUBLIC WALL OR STREET. I>. ALL SLOPES 4 FEET OR MORE IN HElGHT. 2. AREAS GRADED FLATTER THAN 5: 1 WHEN ANY OF TT-IE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) Wln-llN 60 DA iS OF ROUGH GRADING. b. IDENTiflED BY n-1£ PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO n-1[ PUBUC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY TH£ CITY ENGINEER TT-IA T WARRANTS IMMEDIATE TR[A TMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES n-lAT ARE GRADED 6: I OR STEEPER AND n-lAT ARE: a. n-lREE TO EJGHT FEET IN HElGHT SHALL BE /RR/GA TED BY HAND WATE:R/NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SiSTEM OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER n-lAN 8 FEET IN HElGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING I 00% COVERAG£ 36. THE SO/LS REPORT TillED 'GE:OTECHNICAL ENGINEER/NG INVESTIGATION, PASEO DU NORTE PROPOSED RESTURANJ AND RETAIL CENTER,5700 PASEO DEL NORTE, CARLSBAD, CALIFORNIA' PREPARED BY BUREAU VERITAS, DATED SEPT. 26, 2006 2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEM[ TO PROVIDE: /RR/GA TION TO rnE CITY ENGINEER. TH[ PROPOSAL SHALL 8[ SPEClflC REGARDING THE NUMBERS, TYPES AND COSTS OF TT-IE ELEMENTS OF THE THE PROPOSED SiSTEM. CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE VrlTH TT-IE RECOMMENDATIONS AND SPECIF1CA TIONS CONTAINED IN SAID SOILS REPORT. "DECIARATION OF RESPONSIBLE CHARGE" J. /RR/GA TION SHALL MAIN TA/N TT-IE MOISTURE LEVEL OF TT-IE SOIL AT TT-IE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. I HEREBY DECLARE THAT I AM rnE ENGINEER OF WRK FOR THIS PROJECT, rnAT I C. HA VE EXERCISED RESPON$I8L[ CHARGE OVER n-1[ DESIGN OF rnr PRO.£CT AS DEFINED HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: I. SEED MIX SHALL CONSIST OF NO LESS THAN: IN SECTION 670J OF TT-/[ BUSINESS AND PROFESSIONS CODE, AND rnA T rnE DESIGN IS a. 20 lbs. PE:R ACRE OF ROSE CLOVER CONSISTENT Vrln-1 CURRENT STANDARDS. b. 20 lbs. PER ACRE OF ZORRO FESCUE I UNDERSTAND THAT TI-IE CHECK OF PRO.£CT DRAWINGS AND SPECIFICATIONS CITY OF CARLSBAD DOES NOT REUE\1£ ME, AS ENGINEER Of WORK, RESPONSIBIUTIES FOR PRO.£CT DESIGN. BY THE c. J lt,s. PER ACRE OF E SCHOOL CIA CALIFORNICA FIRM: AQUA TERRA ENGINEERING INC. ADDRESS: 1843 CAMPESINO PLACE CITY, STA SID TELEPHQ DA TE: Z3Pel3 Zoo I SOILS ENGINEER'S CERTIFICATE OF MY d. 4 lbs. PER ACRE OF ACHILLEA MII.LEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) _ ~WfESSIOA,~ f. 1 /2 lb. PER ACRE OF DIMORPHOLECA ,{:;~ LIP~ . ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON G, LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE "' FROM EITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES. "' No. 23080 ITEM a OF mis SUBSECTION MUST BE INOCULATED Mm A NITROGEN FIXING BACTERIA AND APP/JED DRY El THER BY DRILLING OR BROADCASTING BEFORE HYDROSE£DING. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS Win-I THE CAIJFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED Wln-1/N ANY WORK AR[A DURING CONSTRUCTION, OPERATIONS WILL CEA$£ IMMEDIATELY, AND n-1£ I, VAN OLIN, A REGISTERED GEDTECHNICAL ENGINEER PERMITTE[ WILL NOTIFY n-1£ CITY ENGINEER. OPERATIONS WILL NOT R[START OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS j. NON-PHYTO-TOXJC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT rnE DISCRETION OF rnE CONTRACTOR. UNTIL n-1£ PERMITTEE HAS R£i;EIVED WRITTEN AUTT-IORITY FROM TT-IE CITY IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A ENGINEER TO DO SO. SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT w'ITHIN THIS 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING SITE w'AS MADE BY ME DR UNDER MY DIRECTION. THE RESULTS ARE SH□w'N WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, IN THE REPORT DATED SEPTEMBER 26, 2006, CONTRACT NUMBER 148028 w'ITH EARlliMOVING [QIJIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATE:D ADDENDUM REPORTS DATED JULY 24, 2007 AND JUNE 24, 2008. AND GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BET'M:EN 7:00 A.M. AND GEDTECHNICAL UPDATE LETTER DATED SEPTEMBER 25, 2008. Tw'D SUNSET [ACH DAY, MONDAY n-JRU FRIDAY AND NO £ARTT-IMOVING OR GRADING COPIES OF THE SOILS REPORT COMPILED FRO THIS STUDY, w'ITH MY 2. TYPE 1 MULCH APPLIED AT TT-IE RA TE OF NO LESS n-lAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATER/AL WH[N STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS n-lAN 50% OF TT-IE STRAW INTO TT-IE SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, Mn-I 15% SULPHUR APPLIED AT THE RA TE: OF 500 lbs. PER ACRE. OPERATIONS SHALL BE CONDUCTED ON ~E:KENDS OR HOLIDA iS. (A LIST OF CITY RECOMMENDATIONS, HAS BEEN SUBMITTED TO T OFFICE OF THE C HOLIDAYS IS AVAILABLE AT TT-IE ENGINEERING DEPARTMENT COUNTER.) ENGINEER, ~ if.AS TO BE-HYDROS£EDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO rnE SIGNED• 1. , "i,IIOt~ ~ I. ROUGHENING TT-IE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: CITY ENGINEER FOR APPROVAL TW FULL WORKING DA iS PRIOR TO BEGINNING OF TESTING ENGINEERS SAN DIEGO INC, VAN OLIN DATE a. TRACK WALKING SLOPES STEEPER n-lAN 6: 1 WRK. 7895 CONVOY C□uRT, SUITE 18 i b. HARROWING AREAS 6:1 OR FLATTER THAT ARE sumCJENllY SAN DIEGO, CA 92111 RGE 2578 EXPIRES 6-30-10 RGI, RGE "' FRIABLE. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE TEL• 858-715-5800 ~ * ~ . .<J *, c. RIPPING AREAS n-lAT WILL NOT BREAK UP USING ITEMS a OR b DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CON1RAC1VR ~~~~~~~Z~W,,S~c""' "° ABOVE. SHALL BE RE5PONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TT-IE HAUL SIGNED• ~ ~"'If __ 1:$~' 2_ CONDITIONING TT-IE SOILS SO n-lAT IT IS SUITABLE: FOR PLANTING BY: ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. NE US NBORDER -2J. BRUSH SHALL 8[ REMOVED ONL y Wln-llN TT-I[ AR[A TO 8[ GRADED. NO TREES AR[ GE C TE ,.i~fu. -a. AD.AJSTING rnE SURFACE $OIL MOISTURE TO PROVIDE A DAMP TO 8£ REMOVED UNLESS SPECIFICALLY NOTED ON TT-IE PLAN. CEG 1319 EXPIRES 11-30J ~-" O~Q ·---BUT NOT SATURATED SEED BED. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF -1J c,-,)SiENso-s! Q'(i,'\ b. THE ADDITION OF $OIL AMENDMENTS, PH AD.AJSTMENT, LEACHING WATER IS NOT PERMITTED. ALL EARTIJc-u SW."L c-s AND DITCHES SHALL HAVE A ff ~ No 1319 ,:;. ~, COVERING SALINE SOILS JO PROVIDED VIABLE CONDITIONS FOR MINIMUM ONE PERCENT SLOP!. ",u, " c . OJ CER1iFIEO ~ ;,, GROWTH. SOURCE OF TOPOGRAPHY ' * "'ENGINEERING £ HYDROSEEDED AREAS SHALL 8£ MAINTAIN£D TO PROVIDE A VIGOROUS GROWTH UNTIL TT-IE 25. n-lESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION ~ c;EOtCGIS1 E PR" c CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY TOPOGRAPHY SHIJ\IN ON THESE PLANS \/AS GENERATED BY rIELD SURVE f_Afd~•1• _.,..'if. TH v,,c.CT IS PERMANENllY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS TT-If THE CITY ENGINEER OR AS DIRECTED BY TT-IE PROJECT INSPECTOR. METHODS fR□H !Nf□RMATION GATHERED ON, APRIL, 2000 \/ITH MIJDiflCAT □ "1 '-----.<O..,_;, 'f:i:&_Af,g~ANENT LANDSCAPING, UNTIL TT-IE PRO.£CT IS COMPLETED AND ALL BONDS 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM PER f!ELD SURVEY BY MELCHl□R LAND SURVEYING DATED MAY, 2008. ~V½ EARTHWORK QUANTITIES EXCAVATION (RAW): EM8ANKMENT (RAW): PAVEMENT SECTION (12"): STORAGE TUBE DISPLACEMENT TOTALS: IMPORT: REMEDIAL GRADING: 7173 C.Y. VICINITY CITY OF OCEANSIDE HIGHWAY 78 CUT 2431 C.Y. 7678 C.Y. 3057 C.Y. 13167 C.Y. MAP FILL 13864 C.Y. 13864 C.Y. 697 C.Y. NOT TO SCALE CITY OF VISTA . -~ WORK TO BE DONE THE GRADING \/ORK SHALL CONSIST or THE CONSTRUCTION OF ALL CUTS Jo flllS, REMEDIAL GRADING, DRAINAGE r ACILITIES, EROSION CONTR[L r ACILJTIES, AND PLANTING or PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GE[L□GIC MAPS AND REPORTS, All AS SHIJ\IN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECif!CATIONS, REQUIREMENTS, RES[LUTJONS AND ORDINANCES CITED ON THESE PLANS, THE GRADING \/ORK SHALL BE PERFORMED IN ACCORDANCE \/ITH THE fOLLO\IING DOCUMENTS, CURRENT AT THE TIME or CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. L CARLSBAD MUNICIPAL CODE 2, CITY or CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4, PLANNING COMMISSION RES[LUTION Nil 6436 AND NU 6437, DA TED ..U. Y 16, 2008 5, THE STANDARD SPECiflCATIONS fOR PUBLIC \l□RKS CONSTRUCTION <GREEN B□IJK, 2006 EDITION>. 6. SOILS REPORT AND RECOMMENDATIONS BY TESTING ENGINEERS SAN DIEGO INC, DATED SEPTEMBER 26, 2006, CONTRACT Nil 148028 \/ITH ADDENJ:I.JH DATED Jll.Y 24, 2007 AND -'JNE 24, 2008 AND GE□TECHNICAL UPDATE LETTER DATED SEPTEMBER 25, 2008 7, THE SAN DIEGO REGIONAL STANDARD DRA'JINGS AND AS MAY BE MODifIED BY THE CITY or CARLSBAD STANDARDS. - 8, COASTAL DEVELOPMENT PERMIT CCU'lDITI□NS PER PLANNING COMMISSION RES[LUTION NU 6437, DATED JLl Y 16, 2008 9, ENVIRONMENTAL APPROVAL DOCUMENTS PER PLANNING COMMISSION RES[LUTl□N NO. 6435 DATED JJ..Y 16 2008 10. STORM \/ATER P[LLUTION PREVENTION PLAN PREPARED BY TERRADATA INC., DATED J'E8/?/JAKf. t~ lD0'1 'JDID NO. 9 37C354450 IL STORM \/ATER MANAGEMENT PLAN PREPARED BY TERRADATA INC, S\IMP 08-0025 12. CAI..If□RNIA STORM \/ATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL LEGEND Tl£ QUANTITIES LIST£D IIELIJV ARE PROVIOCD HIR REFERENCE IN..Y AND OOES NOT RELIEVE Tl£ CONTRACTOR FROM CIWL[TIN(i AN lNIIl'ENDENT ANft. YSIS [J' Tl£ QUANTITIES AND COSTS ASSOC IA TED 'JITH Tl£ llff11VEll(NTS REllJJRED HIR IBIS PRIJ..CCT, OCSCRJPTION DVG. lfl SYHOCI. QUANTITY EXIST!Nli CONTIJURS PRIJ'IJS[D C!}lTIJURS DAY UGU lit£ or MARCOS CATCH BASIN G'RIVATO CIKRCTE COO COCR[T[ RIBBIJN GUTTER PRETREA TIUIT JIIIX I I AND Ill OCTAll 'E', SIIlT 2 S,D.R.S.D. 6--1 <TYPE Al OCTAJl 'f', Sl£U 2 ~=~=~-21 EACH 7810 LF. 3018 LF. PACIFIC OCEAN A\/f. CITY OF ENCINITAS OWNER'S CERTIFICATE PVC DRAJNA!l PIPE <SIZE AS SHIJ'w'tO lmTIJR!Nli JJt«:TlllN STRLUURE IUENTIIJN STIJRA!l STROCTURE R[IJ DRAIN 11.JlUT OCTAJl 'If l 'B' llN Sl£ET 2 - OCTAll 'f/, SIIlT 2 OCTAll 'C' AND 'D', SIIlT 2 PRllICT BOOO!ARY lit£ / RIGHT If 1/AY lit£ <£XISTINGl RIGHT If 1/AY lit£ <PR(l'IJS[J)) tASOINT lit£ ~ 6 EACH 5=>---!!!!51--"""',._,,"5--,S-.--,::S,,. ------ 1984 L.F. 12 EACH 11660 S.F. I (\ID HEREBY CERT!fY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR \/Ill BE RETAINED TO SUPERVISE □VER-All ~~ ACTIVIT~ ~ND ADVISE ON THE C-□l-l'ACTION AND STABILITY or -~ _/. -Y(J .,11._.,,~ fe.b ~ '1 :io(}<t HASIMY RCTAJN!Nli II/ti BY SEPARATE P£RHJT S.D.R.S.D. C-6 <TYPE 6) llDIAll 111TH RlllU OWi! AJI.D CURB P£JISTRJAlt Rll!TE Cl]t[R[T[ HAADSCAPE . ~/):/{~/-r·~:-}\-~-\:r:~/(-~:/~:~ CPT/SC TLE HIJLDING DATE BY• STRATEGIC PROPERT VISORS PETER G. AYL\IARD, PRESID NT T.EGAL DESCRIPTION PORTION or PARCEL 2 AND PARCEL 3, PARCEL MAP NO. 11284, RECORDED MAY 11, 1981 AND LOT 4, CARLSBAD TRACT NU 92-7 PER MAP 13078, RECORDED DECEMBER 28, 1993, All IN THE CITY or CARLSBAD, CIJJNTY or SAN DIEGO, STATE or CAl..lf□RNIA AND B□IJNDARY ADJUSTMENT Nil, 02-05, APNi 211-021-30 SITE ADDRESS 5700 PAf:£0 DfI NORlf CARt.SBAD, CA 92008 REFERENCE DRAWINGS CARLSBAD DRA\IJNG NUMBER 398-8A CARLSBAD DRA\IING NUMBER 398-8 CARLSBAD DRA'JING I-IJMBER 246-8 <SHEET 3 & 4) CARLSBAD DRA'JING NUMBER 460-1 SHEET INDEX 1 TIil£ SHEET, NOTES 2 DETAIL SHEET J GRADING PLAN 4 GRADING PLAN 5 DRAINAGE PLAN 6 DRAINAGE PLAN 7 PRIVATE WATER AND SE~ PLANS 8 PR/VA TE WATER AND SE~ PLANS BENCH MARK DESCRIPTION• 4' PLASTIC CAP <S. D. c□IJNTY CONTROL PT, T-1307) L□CA TI□N• EAST OF RAILROAD TRACKS IN RAILROAD R,0.\1, 500 fT. NORTH □r PALOMAR AIRPORT R□AD. RECORDED• ~l9=8=0~A=DJ.~-------------ELEVATION, 46.67 DATUM•~H.=S=.L~. __ _ llANT!Nli AND LANDSCAPED AREA Etl:W[[D PAVOCNT PER AACH!TlCT Pl.ANS -d!,11rJzi!l?f!J$/il.. ASl'HAI.T PAVOCNT - REQUIRED TRI.\Tlll!lff CON'l'ROL BIO' TABLB IWNTBNANCI IWNTll'IANCI TYPI Dl!SClllPTIO!f 01NIRSHIP AGRIOOIOO ;<HKKf NO, FREQUENCY STRUCTURAL t-OIU.AR CTP /SC TITLE BHP AGREEMENT SHEET ~ & 6 2 TIMES / YEAR AND TREATMENT Bl-I' INrll TRA TION BASIN l-0..DING CORP. AND CC&R'S Af'TER MA-OR STORM EVENT sTRCeTL:li'A L PtlETl?EATMt;HT CTP/SC TITLE BMP AGRl:EMENT SHEET 5 & 6 2 TIMES / YEAR AND TREA1Mlli7 BAFFLe rJox l-0..DING CORP. AND CC&R'S AFTER MAJOR STORM f3MP EVENT SUSIIP PROIIC'I' PRIORITY Hl6H . l----+--+-------------+----1-----1---+-----l ~ CIINYrNE~RtG ~t~¼ifrAO ~ l----11----+----------------1-~-+--+---l---1 GRADING PLANS FOR: CARLSBAD PASEO SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND TOPOGRAPHY SHIJ\IN HEREON C□Nf□RMS TO NATIONAL MAP 2l ORDERLY CONDITION. ALL $TONE$, ROOTS OR On-lER DEBRIS SHALL BE REMOVED ACCURACY STANDARDS. 1111.E SHEET 1' AND DISPOSED OF AT A SITE APPROVED OF BY TT-IE CITY ENGINEER. -·~ APPR~:iAr.i.,A1J~ER ~P, ~ ~ 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED /2)J1t,d, _,, ~ I/A Atl.../3,u/L:r' ,n••. 7 ,,,_,,._,..,,v1. ~,¾. 2 '~""' 1' WITHIN TEN (10) DA iS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE PROJECT LOCATION CIVIL ENGINEERING ' LAND PLANNING c, ltA u fl-2p, • "'S'-' ] 0 .., , "'" -tL---~ 1= ..,._ •= 2 llu J" u=,. ~ As SHOWN oN rnE APPROVED GRADING PLANs. --•llo'J1/l/mterra Engineerina Inc. ~7~ LJ "riEn.~c:,., ~~.;~ ,, ~~~'./-~-.,.~, ,~::;~ ~~~ oEPu art ENGINEER· PE 33081 EXPIRES 6/30110 • o.\ ,;-j 28. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED THIS PROJECT IS LOCATED w'ITHIN ASSESSORS PARCEL NUMBER• ~~ 1843 Campesino P'face DATE INITIAL ~,J-,.;ttfv~,-~,✓;"0"'1rit-:~..:J-c:-~r,'-:.,;o.;;;,,--+~DA:-::TE::-f--lN::cl-=TIAc:-L-f'~~¥.3L'!!:c:-I OWN BY: ~ PROJECT NO. DRAWING NO. ~ BY TT-IE CITY Of CARLSBAD LANDSCAPE MANUAL. TT-IE LANDSCAPING PLANS FOR APN• 211-021-30 • Oceanside, CA 92054 DATE INITIAL CHKD BY: ' MS 07 02 460 lA R n-J/S PRO.£CT, DRAWING NO. 480-11, AND/OR AS DIRECTED BY THE CITY THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS• Tele: (760} 439-,2802 ENGINEER OF WORK REVISION DESCRIPTION OTHER >i'PROVM. aTY APPROVAL RVWD 8Y: -- ~~,:"::~~ .• := .. ~:!".":-EN~~~G~::"~E~-~~~~::::~:':'.:::'~~:':'~~'.::-G~~::".l~:'!~":,~:"TOR_. ________________ N_3_5_1,0•0•0•E-1•,6•7•2•,0•00 ________________________ 1:_ax•:•(•76•0•~-4.39•-•2•86•6--------------------------------------------------------------------------·----...J~ . I 070809 ~- 32009 ------i----·. ,--------84''----------, rJNISl£D ROAD St/Rf ACE X. STREET LIGHT STANDARD SUITABLE MATERIALS r□R ROAD BASE p .L. 86' p, L. 2 rr. MJN. TO 9 rr. MAX. DEPTH □r COVERAGE '>-----PfR SOILS ENGINEER 43' i 43' 10' 33' 33' 10' '7'-EXISTING AC PAV[M[~Ji ~D BASE MATER 5,5' !STING) EX SIDEIJALK EXISTING /CURB AND GUTTER EXISTING CURB AND GUT'i'Eii'\,. -, L , ~x1sf~ P\JBLI! \,'ATER MAIN U ~XISTING PUBLIC SE\fER TYPICAL SECTION -PASEO DEL NORTE N□T T□ SCALE COOCRUE CURB ' CURB FACE PEDESTRIAN ROJTE O' CURB FACE L V SHCl\fN ON PLAN W I 5.07. MAX. ' LANDING ELEV. AS SHCl\fN ON PLAN COOCRETE CUR I EX! STING SIDEIJALK F□R □THER SPEClflCATI□NS SEE S.D.R.S.D. G-31 II. 32 LEI'\ DETAIL: PEDESTRIAN RAMP \27 N□ SCALE SYMBOL LEGEND DFSCRIPTION SYMBOL ELEVATION, TOP OF FOOTINU---TWTF ELEVATION, TOP OF WALL ___ _ ELEVATION, TOP OF CURB ___ TC ELEVATION, TOP OF BERM ___ TB ELEVATION, FINISH SURFACE FS ELEVATION, FINISH GRADE,---~_G ELEVATION, TOP OF GRAT~ ___ TG ELEVATION, HIGH POINT ____ HP ELEVATION, LOW POINT ___ LP ELEVATION, FLOW LINE ____ fl ELEVATION, FINISHED FLOOR~ __ fF ELEVATION, ASPHALT PAVEMENT___AC , ______ 2.17' ---->--' ELEVATION, TOP OF STRUCTURE __ TOP ~---3''-----t ~-;.5'~-i.S''--< ~ fvU UNEJl~-----.. AC PAVEMENT 560-C-3250 CONCRETE 4 • CLASS II AGGREGATE BASE ffiDETAIL: CONCRETE RIBBON GUTTER N□ SCALE GROUT AROUND ALL PIPE OPENINGS F0Ir:-----... IJATER TIGHT J□INTS __ METAL TRAFFIC COVER BROOKS PRODUCTS MODEL NO. 3636 •~ ____ SPECIAL ORDER KNOCKOUT Ci. DIMENSIONS TO MATCH CONNECTING PIPE SIZE(S) PAINT N□TE, ALL STEEL COVERS SHALL BE CLEANED, PRIMED AND PAINTED BLACK IJITH URETHANE PAINT PER SECTION 310-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC IJORKS CONSTRUCTION. ( ~ ) MONITORING JUNCTION STRUCTURE N□ SCALE r□R ADDITIONAL SPECirICATJONS SEE S.D,R.S.D. G-4 <TYPE Al ELEVATION, INVERT ELEVATION __ ,IE ffi ELEVATION, EXISTING ___ (950.50) DETAIL: MODIFIED ROLLED CURB UNDISTURB£D EARTii ----,, SIDE BACKf!Llt TYPE I OR TYPE 2 ASTM 02321 MATERIALS le' \/IDE ARIJJND ENTIRE PERMTER STORM TANK SIDE PANEL SAND SHALL BE CLEAN, FINE AGGREGATE CONCRETE SAND LO' MIN. PER SOILS ENGINEERS ASTH C-33 OR ENGINEERED SOIL R£COMMENDA TI□N ~INSTALLATION DETAIL: STORM TANK \.2J NO Sf.ALE l r h AS MANUFACTURED BY BRENTWOOD INDUSTRIES DISTRIBUTED BY : BIO CLEAN ENVIRONMENTAL SERVICE P.O. BOX 869, OCEANSIDE, ~ 92049 TEL. 760-4JJ-764-0 FAX: 760-4JJ-J 176 .-----3,·'----, TOP VIE\f ~0~0°0"ill~0° 0 f O O & " 00·ID~0°0·o• O t O O O 0 00•0°0°<D~O• 0 t O O O I 00°©00°0•0· 0000ft 'OD'.0-(DD" ·~·-·-·-·-· D"<DD'O'O-·-·-·-·~·=· ·~· • o;;;or,o o;;:;o;;:;O,:;.Or,O ' b~Ofi~O}b~ ~O~ffJfJob~ ~Ob°o~a/0° "="="="=*=' 00-<J'/b~ob' "="="="=·=• ISOMETRIC VIE\,' EXTERIOR t,tJDU..E ELEVATION, PROPOSED---,--950.50 NO SCALE DETAIL REFERENCE ®~;~ ~iEL r--------------------------------------, r--------------------------------------1-, SEE SHEET 4 I SIDE VIE\f 0 I O II O >' 00\r/d'ob~ O~l~O~f>~ogo "r•ftr,O.r,Or,Or,f I SEE SHEET 3 I I SEE SHEET 6 I I SEE SHEET 5 I I SEE SHEET B I I SEE SHEET 7 I I ______ -..---- ------ I ---r------I----- -' I I I I I 11\ I I I JI I ' J I I I I I I ! I I ·I L I --1· -----.' I 11[ l I I I 11 II I I I I I I I ll I I I I I IT = !I --=Fl'~ I I I I I I I I I I 1\\ j 'ii . --~ ~ i \ \ 11 \ \ •' ,1lf! 111 ,11 ,,1.' I I L..n 1\i['fo•~•\lllll\ Cf"': 9\1\\\\lll\ :=~ , 1\1 i b c i iJ I l 11 i I fol\ i \ \ ,!r . 'I l , . i o _._ .: -=-= :=-t== ===--· "'"------1 ~ =--_=_--,' ®DETAIL: ASSIO\fN ISOMETRIC VIE\,' INTERIOR l'{]DUlE STORM TANK MODULE NO SCALE TEEL TRAFFIC GRATE R£C(])ll,(NDA TION ) \ -11 ! 11 11 1, I '1 I I 11 \ . ....._ 1.. ' 1-' ----~-~ '=.: :::-_ ~..:.:: --1 .... 1~ ~I'~:._ ~ I ~~ --ji11• [f:: ~ .i,, ! ! -.-;: '~: :::: ½ = _0 ___ _) ~ : I .... 1 :. -1\-----:: r= ,.. .= ~-:~ >--l ~ t.: -= = 1 r i 1 1 1 1 : ,r; ---::.-.:-: ..:= ~ ,.. = _ fLO\f - - --= ---=,-->--'----- 11..0\f ~rINISl£D SURI' ACE ------ --.. ~I :. ! \ '=:.. ':: ~ : :f 1~ [~ e--::_ > _.~:~~ _ : .-~r,-----~_;__-l.f.,_J •·=-~ --•~-fa ::_: ~ ~--I '::.-1 -:\ :::, ::-... k?_·-_ -, ----.c ~--~ '.J:J--•-t:::; .. _ ~;::;:-,11 • ~ -->---~ • >----I .--:. -l\ \ ...--t2c_-t f?;-... t-;--; -: ... A ~ I ; -.... ----~~~~~ --- '.:-t-JJ 1 ,_____ c. i!--~ --~-1 r 11 r 1 ~. • r1, I I r 11111111111 1 ° 1 i r 111.ixi.:::: , U I I 11 i 1111 ~111 l\\ii\\ii\11]111111 Ill! 1111, 1'. ,'11 \ '\\,1\ ,---11.:,~1-• I - I I I I 1 i I I I l I I I 11 111 I 11 I II I 11 I 111 I I I _J, .---· I -'.~.~-i I I I i I ' ! ' l I i I l I l -· -·-·-·-·-·-·-· -·-.. I • . . --• • ---~ 0 M . -~---_,,.._J --- J ~ INDEX MAP-..... 'vv SCALE1 1• =80' ~"-._ "-" 20 0 20 --'---40 4' ALL AROUND f[lJNDA TION TO BE INSTALLED ON NATIVE MATERIAL OR fill COMPACTED AT 90Y. NO. 3636 BROOKS PRODUCTS IJITH PARKIJAY GRATE rruNDATION CONCR£TE 470-C-2000 GROUT AROUND ALL PIPE OPENINGS FOR \,I ATER TIGHT J□INTS IZE AS SH□IJN ON PLAN LONG RADIUS BEND PAINT NOTE• ALL STEEL COVERS SHALL BE CLEANED, PRIMED AND PAINTED BLACK IJITH URETHANE PAINT PER SECTION 310-2 Of THE STANDARD SPECIFICATIONS FOR PUBLIC IJORKS CONSTRUCTION. ®DETAIL: CATCH BASIN 2 NO SCALE J f flO\f SPL""n~r ·-' -i'4' PATENT£D PLAN VIEIJ 20' X 51' X 17' TALL SCR£EN SYSTEM 12' - -i'4' ---6 -1' ----1' -i'2' ~-~12··--~ rRONT VIE\,' SUNTREE TECHNOLOGIES MODEL ND. ::0 "' 1'!12' PVC ;'"6'lr!12 .. w;-.;: \fl £'!"'.f \•:,f:•i.~ ... •-~;':-' .:·'.:,:t: •:•,1,;1,-:::>,~ RIGHT END VIE\,' NSBB-3-6-72 EXCLUSIVE CALIFORNIA DISTRIBUTOR• BIO CLEAN ENVIRONMENTAL SERVICE P.O. BOX 869, OCEANSIDE, CA. 92049 TEL. 760-433-7640 FAX1760-433-3176 1 N□ SCALE SCR£ENED BOTTOMS HINGED STORH Bfll# IN BASKET ... SKIH/£/l 4' X 48' X c4' T/1..L C1H:. 12' S 12' SDR GROUT TYP TURBIJ...[OCE0 __ ~ DEFLECTOR 54-1/2' X 2' SCR£EN PLAN VIE\f SYSTEM RI ,----910''---.... ~--h0'·--1,1,EJGHT 24' ----24' ¢20' HOL ,---,,,o•-----, 36'-8·--, ... • ... REAR V!E\I LUT END vrrv tlRIESl ,'-r----,.., .......... ---,..;-6' 4' 38' ''""""' 6' TYP ,.__-.-J.-+36' £. :~ .. ,-.. -...... ,. .. , __ , .... _-. •"' -·-. R!Gff END vrrv SUNTREE TECHNOLOGIES MODEL ND, NSBB-4-6,5-72-A-SDR EXCLUSIVE CALIFORNIA DISTRIBUTOR, BIO CLEAN ENVIRONMENTAL SERVICE P.O. BOX 869, OCEANSIDE, CA. 92049 TEL. 760-433-7640 FAX•760-433-3176 ®DETAIL: PRETREATMENT BAFFLE BOX 1/2 (10.6 CFS-MAX) 2 NO SCALE i Iii No.23080 PRdPfED ~/,7 suPERv1s1□N or, lf_!).. __ ¥~---DATE)lfJ.J_~ GARfLIPSKA RCE 23080 EXPIRES 12/31/09 fsHml CITY OF CARLSBAD I SHE8ETS I 1---jf--+-----------------'f---t---t---t---l l_E..J ENGINEERING DEPARTMENT 1------11-----+------------------,1------+----t----t---t l---jf--+-r----------------,1----t---t---t----t GRADING PLANS FOR: Seo.lei 1' = 20' LJ IL T II CARJ,SBAD PASEO a, 0 I , ) I DETAIL SHEET ;t ~3'll~~",f'/ CNIL ENGINEERING • I.AND Pl.ANNING /2 /7161 BENCH MARK M ~ ~ /¥!J~ erra Engineerina Inc. EXP.l"z/31/11 • DATE E6~~~~~~~o~AST4•;~~~~PT~~:s ~~u~~r~~ri~:.T, T-1307) :u.wi~!;ffiPE'°'~z~IRErt~Jo> 10 ~{~pg ~l 1843 Campesino P'face 500 fT. NORTH Of PALOMAR AIRPORT ROAD. <t · Oceanside, CA 92054 OWN BY: I PROJECT NO. I DRAl'Y1NG NO. A; ' 1 (760') 439 2802 /2 I RECORDED, _~J98~0--!cA.,.D,=1•-----------:-:-::-:----DATE INITIAL DATE INlllAL ~ · e e: -/1,~ofl)'f ELEVATION, 46.67 DATUM, __ M_.S_.L___ CHKD BY: MS 07-02 460-lA 1-', L------F._ax_,_<:_7_6.,:0)-43_9_-_2_8_66---------------------------------------l.!t:~~~----------~,!lD~AT,!,!Eii...._J.... _____________________ .r,;EN;..;.GIN..;E..;ER...;.Of"_WORK..;;..;.i_ ___ R_E_Vl_s_,_o_N_o_E_sc_R_I_P..,ll-O_N ____ 1,.;o;.;rnER~.;,,;,,.,;.;P.;;,RO;.;V;,;;Al;.J._Cl;;.TY.;.;.N';.;PRO.;;.;.V;;.A;:;,L.i.:;R;;;VWO~;;;;;;;BY;;;:;;;;;;;;;;;;;;;;;;;:.:;·;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:..i..1 ~J i I ! ' 1 1 ['' \ I 032009 _--, t•-1-··1 -'~1:~--- i ., -----1 . -f --• ---7_...:=-:---,;::---:::--·- \ a \ FREEFYAY 5 EX AC 8£Rl,f LJNf BUILDING FF 62.5 I~ ,~~~~---------~ 621. --,"' -. _____ , I I ~-"" ----N22'29'26" II 20 o ___ -----"20 Seo.le• I' = 20' · .. · .. (6JJ---- 8/H.9J' 0.6 " 40 ff 62. ..... ..... ff 62.50 ------_-=------_-_ ---- 1 12 -- __:_ ___ -_ '----:__ --:-__ --=0 --,.5l = =--~ BUILDING FF 62.5 ff 62.5(1/ Ii I ! - ! • 0 .. EX AC BERM LJNf -------~) c..-:... _____ _ Ff . ill ---, . 12 FF 63.90 BUILDING "C" FF 62.90 : -.• "'"""'=""· :,_ --.. -4-• ____ --~ - . I I '----""--_j___ _____ L_ -✓' --I _'---_-'_ !'-'-----'-''---'---" --- I ::::::::= =-· :::::::::::= =---= -" l ____ _ ,._ I : ff 6,lQ] ., 63. TRASH S 6J.26 ------ _1.5" - 13% - ,_ ..... --~-- I I I I I I I I I I I I I I I I I I 11'-I I b 1 lig ,Jt!J 1 I Ii:: I I I I I I I ,,. I ,~I I I ~I I ~I I 1 I~ I ') I I I . I ,~ 11 ,~ LIST rT aJVDWITS @C!IV[NANT fill [ASOOfT fill PRIVATE mss AND PARl:Jllj, m\INA(l, STmtl 001/1 f/£DJTIEs' AND IIEST IWWil[NJ PRACTICES (Blf'l f/£DJTES fill STmtl \/ATER TREAT!t:NT IJVOl PARCElS 2 AHi 3 fill TI£ IIO[f!T IJ' PARCEl t CITY IJ' CARlS!lAD HIIOI SUBJJMSI[JI 07-0i! RECORD MARCI-I l}, ZOO') .-, ,, AS INST~llfNI tnl0l1'l--C(12 '1 7 5 PIii 08-63 @C!IV[NANT fill [ASO[NT fill PRIVATE mss AND PARKJM;. DRAJNAII. STmtl 00!/I f/£IUTl[S AND IIEST IWWil[NJ PRACTIC[S <Blf'l f/£ILITES fill STORll \/ATER TREAT!t:NT OVER PARCElS I AHi 3 fill TI£ OCIUIT IJ' PARCEl 2, CITY IJ' CARlS!lAD HINJI SUBDIVISIIJN 07-0i! RECORilll NAJZCll l3. z.oos '"·£, AS INSTIIIJl£NI 1nlO<ll•Ot4-t.'i7<'f PIii 08--64 ©COVENANT fill [ASOOfT rill PRIVATE mss ANJI PARKIIKi, !!WNA[£. STmtl 00!/I f/£ILITIES AND IIEST IWWIIOIT PRACTICCS (Blf'l f/£DJTES fill STmtl \/ATER TREAT!t:NT OVER PARCElS I AHi 2 fill TI£ IE£f!T IJ' PARCEl 3, CITY IJ' CARlS!lAD HIIOI SUBPMSIIII 87-0i! RECIJRilll MAiet/} t.3. ZOO'j ·,;;,, AS INSTIIIJlfNI tnl001·C/<1-l18V PIii 08--6S @ctM:NANT rIJR [ASOOfT fill PRIVATE RECIPROCM. mss PURPllSES, OVER PARCO. ')' [f 111\T !IRTAIN !IRTlfJCATE IJ' OO'l'LIAt«:[ fill AJI.J./SllOIT !'LIT, DAT£D OCTOIIER t 20112, RECORD OCTIIIIER 18, 200i! AS IX[fil 200i!-119132611 11.R. fill TI£ IIO[fJT IJ' P/\RCUS I, 2 />NII 3 IJ' CITY IJ' CARlS!lAD HJt«III SUBDMSI!Jt 07f. RECOOO t'1Arltll t:\, W09 24~ AS INSTIIIJl£NI tnloo't-0141. 9 I PRI 08-66 . ©C!IV[NANT f[JII [ASO[NT rill PRIVATE RECIPROCM. mss PURPOSES, OVER PARCElS t 2 AND 3 IJ' TI£ CITY IJ' CARLSBAI, MINIR SUBDMSilll 07-0i! flR TI£ OCIUIT [f PARCEl ')' IJ' 111\T C£RTAIN !IRTlflCATE IJ' CIHllAJU fiJ! AJIJJS)£NT PLIT, BAT£D OCTDOCR t 2002, RECIJRilll OCTIIIIER Ill, 20112, AS IX[.00. 2002-11913c61 11.R. RECIJRIO /VJ AIZ<-11 'l3 Wo 2 ,.:.,;, AS INSTRUICNT Ill W0'1 ·O / 4 2 9 9 7. PRI 118--67 ' <r)COVENANT fill EASOOfT flR PRIVATE l)RAJNA(l PURPOSES, OVER PARCEl I IJ' TI£ CITY IJ' CARlSIIA) KOOi SUBDIVISION 07-0i! fill TI£ IIO[flT IJ' PARCEi. ')' IJ' 111\T !IRTAIN !IRTOOTE IJ' CIHl!Afa fill AJIJJSllOIT !'LIT, DATE) OCTOIIER t 20112; RECIJRilll OC~ 19 2002.~S IX[fil 2002-11913260 11.R. RECIJRilll ~IZc..lJ -Z: ZCIQ'l ,.,::,-AS INST~llfNI tfll001 ·Dl4l1R1 PRI 08-68 I I I CONSTRUCTION LEGEND FOR SURFACE IMPROVEMENTS °'' (o\ -I ~ I ~ 1-V MOOlflED ROOfO CURB PO! DFJAt "J" ON SHEU 2 ANO S.O.R.S.O. G-4 {TrPE ,IJ I -""~~-~ 11 ~ I gj IB :: ~-~:.;~:,~~1~A1£) . ~ 11 -----~-::::-~ I ~ I 51 7 P£0CSTRWI RAMP PO! DFJAt "H ON *El 2 (PR~A1£) --'-': I ~ _ -t _ 8 SEE lR.lffi:: SIGIW. JMl>RO'vlM[NfS ON DRAWING NO. 460-18 . _ .. _ . --,..ii·----.... -, r ; 1 ~ ~~; CIJ.VERT (FOR REfEROC[ 011.Y _ SEE OP.AWING N0.460~1> "-i-i..--L j ~I H--"LJ I : ' : ~ ~~ ~~~ ~ ~\~~-~~c~: ;:\~ BY SEPftMTE ~" - I I I j I PROPOSED "l<EEP CLEAR" STRIPING. LETTERS-AAE TO BE 24" HIGH. i 2 PROf'OSfO "NO L£fT TURN" SIGN (SIGN R3-2) ml ~E I I I I 30 6" lliJCK CONCR[J£ lR.lffi M'RON OR PO! GEOTECHNIC/t - -. - ENGINEER R£COMMENOAOONS --- ~ ~ I I I I /' @ ~ FOOTING FOR SIOCW.'U( (6" BELOW FINISH ~. _ ~: 11 I ,;.k ® J SIOCWJILI( UNOCHORAIN PO! S.D.R.S.D. 0-27 ul---~i5~ I l,1~2i ~ j, 1 25~~ ,}';/~ ~1---=y-',;.I ~ 11 I !i~ I i:3 L 1~1-0// {~ $ fl No.23080 ·- -' ~--. -PR{)/O U~THE SUPERVISION OF• )114 __ ~ __ DATE::J/.JL~, - ---------------------------------------------- PASEO DEL NORTE <:)__--_,..__ GRADING PLAN -~ SCALE: 1 "=20' FOR PRIVATE DRAINAGE IMPROVEMENTS SEE SHEETS 5 AND 6 FOR PRIVATE WATER ANO SEWER IMPROVEMENTS SEE SHEETS 7 ANO 8 FOR PUBLIC WATER IMPROVEMENTS DRAWING NO. 460-1 FOR PUBLJC STREET IMPROVEMENTS DRAWING NO. 460-1 FOR PUBLIC TRAFFIC SIGNAL IMPROVEMENTS DRAWING NO. 460-1 B IL T" rz/11/oL EXP. l7/Jl/<>j BENCH MARK DATE DESCRIPTION• 4' PLASTIC CN' <S. D. CIJJNTY CONTROL PT. T-1307) LOCA TION1 EAST OF RAILROAD TRACKS IN RAILROAD R,0. \I. 500 rr. NORTH or PALOMAR AIRPORT ROAD. RECORDED, __._19,,.s"'-o __,,A.,,DJ.,.___ ____________ _ ELEVATION• ~4=6-=67f--_______ .DATUM•~H=.S.=L __ _ EXISTING SIGNS ANO POSIS 10 BE R£MO\IEO GARY A.!PSKA RCE 23080 EXPIRES 12/31/09 fsHEETl CITY OF CARLSBAD 1------1----+-------------------1i----+---+----+---< L__±_j ENGINEERING DEPARTMENT 1---r---,-J---+----------------i----+--t----+-----t 1------,---+-----------------,i----+--t----+-----t GRADING PLANS FOR: I SH~TS I CARISBAD PASEO GRADING PLAN APP~D::9A~j A-~y}ER ~-. ----~-----------ii--------+---+---+---t w~ t!.. ~ ~4tlt21 ~10 3frdo4 t---c---r.-----,-i---f--;r--n--+-x----,---a---,:----ccc~=-------------,i----+--t----+-----t DEPUciTY ENGINEER PE 33081 EXPIRES 6 30 10 DATE'. ~ D'M-1 BY: I PROJECT NO. I ORA WING NO. 1-0..:.~ __ ATE=-,,,,--'-PRO.C.IN ___ l:--:~c.+-":--AlY...CTE'-AP-'P--:-'---:--:..:.~--1 ~~ ~~;~ MS 07-02 -460-lA ~ ENGINEER Of WORK REVISION DESCRIPTION ,- l ' i - i ·- i ' t . ]032009 I 20 I I I I I / t I I I I \ \ I \ 0 20 ---- Seate, 1' :;; 20' FREETYAY 5 -- _. ---·-··~· ---:-~- '. '. \ \ \ ·I ' I. . I I - I I I \ I 40 '. '. \ \ \ \ \ BUILbfNG FF 64l0 I I I \ . . \ . I I \ ' I . .\ \ I \ \ >. I \ \ \ \ \ \ \ ---- I I .. ·, ~ ··-l '•--. -, \ I '\ I I I I I ! \ "' ~ ··◊ D . ,. : I I) ' • • d L l - J ..1. \.J 0 -_1'~~-•,>l. \ . \ . I \ \ \· \ . \ • \ \ ! LT" IZ)tz/o? DATE Jtho/b4 • DATE TERMINATE PIPE AT flNISl£D GRADE 1/ITii SBf 1243 ASSEMlll Y AND COVER MARKED 'ST□RH DRAIN' -~------- ~ I BENCH MARK DESCRIPTION• 4' PLASTIC CAP <S, D, COUNTY CONTROL PT. T-I307) l□CA Tl□N, EAST OF RAILROAD TRACKS IN RAILROAD R,0,w', 500 FT, NORTH OF PALOMAR AIRPORT ROAD, REC□RDED,....,,,'"-"'"""'----------~~--ELEVATl□N, ~•~ _______ DATUM•~M=,S=.l~, __ _ □ 1-1 u . . ''9" ,JC ' _,., ,\J, ,.,1..., ,l ;- I I I BUILDING FF 62.5 / I I I I . . ----=-~ I GINEER'S NOTES I) ALL PVC DRAINAGE PJPES SHALL CONFORM TO SDR-35 PER ASTM 03034. OR "SURE-LOK F477 >S MANUFACTURED BY HANCOR INC (AASHTO M252, lYPE S) 2) .l£NGTHS ON DRAINAGE PIPE ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 3) CONTRACTOR TO VERIFY HORIZONTAL AND VERTIC/>l LOCATION OF EXISTING I STORM DRAINAGE SYSTEMS PRIOR TO TRENCHING -----(15/ 1 FOR ADJACENT OR CONNECTING FACILITIES. IN THE EVENT ACTUAL LOCATION I /'. VARIES SIGNIFJCANTLY FROM THAT SHOWN ON PlAN, THE ENGINEER or WORK SHALL BE NOTIFIED PRIOR TO PROCEEDING. I I I DRAINAGE LEGEND ® SEDIMENT TRAP AND MONITORING PORT PER DETAIL 'L' ON SHEET ~ DOUBLE 48' RCP CUL VERT (SEE DRAw'ING 460-1) @ MONITORING JUNCTION STRUCTURE PER DETAIL 'G' ON SHEET 2 / rt-'M, STORM DRAINAGE PRE -TREATMENT BOX PER DET All 'A' ON SHEET 2 B::::::--,_.......,. __ ,~. I \ <D, STORM DRAINAGE PRE -TREATMENT BOX PER DETAIL 'B' ON SHEET 2 IE 58.15 ~~ )-. --... <ID CATCH BASIN w'ITH 'FOSSIL FUEL FILTER' INSERT M./t§p.,~~~W..1G!o1NT I _ --Ji/\ <PER DETAIL 'E' ON SHEET 2l ARCH1Ti'crs ~S -- --r W PVC DRAINAGE PIPE <PRIVATE>SEE ENGR'S IIOTE #1, THIS SHEET, ---------------- r-t-..r-,---@ TREE w'Ell w'ITH ROOT BARRIER I -· -© CONNECT ONE 10' AND ONE 15' EXISTING PVC PIPES TD ~. SIDEw'ALL OF NEw' BOX CULVERT / <' r (J) STORM DRAIN CLEANOUT PER S,D.R.S.D. D-9 <TYPE A-4) // l (l) UNDERGROUND STORM w'ATER STORAGE 'STORM TANK' ,"---L...L.....J¥J,~/..,..~ ~ <SEE DETAILS ON SHEET 2 <PRIVATE> i' ./ / I I REQUIRED TREATMENT CONTROL BMP TABLB DESCRIPTION PRETREATMENT BAFFLE BOX <S) T QUANTITY 7410 S.f . 4 EA€+!-I EA€H PER STORM TANK ASSEMBLY PR(}Atf U~E SUPERVISION OF• _/1 r--~----DATE >IZlf /2' GARY{IPSKA RCE 23080 EXPIRES 12/31/09 fsHml CITY o F CARLSBAD I sHE8ETs I l-----f---1-----------------l---+--1----+----1 ~ ENGINEERING DEPARTMENT l----l----+-----------------1----+---+---+----I r DELETE MONITORING JUNCTION STRUCTURE ADD SEDIMENT TRAP & MONITORING PORT DETAIL 1 ADD SEDIMENT TRAP & MONITORING PORT LOCATIONS 1 THE SHEET REPLACES SHEET 5 APPROVED 3/6/200 ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OlliER APPROVAL CllY APPROVAL DRAINAGE PLANS FOR: CARLSBAD PASEO OWN BY:~~-, CHKD BY:::,!L_ RVWD BY:ifl:__ DRAINAGE PLAN ' ' l I [, r ' I ! f ' ' ' ' I '. ;-· ' . I i: i . I ' ' ' i i fwoso9 ( , I '"' □ FREEWAY 5 I I I \ BUILDING FF 62.5 "B" ·r--------------------------------- 1 -- I / r I . I .-.. · ~------✓-----~-'----~--./ / .. 0.6 % -----~-gas ---,;;- • .. IE 7.90 --- ------- BUILDING FF 62.5 ---------------- ------- ; / f I 0 ------------=-~ ; ◊ ◊ --.. .. ----. . .. .... ~I 11 I . 1.1 I .. 11 'II; . . !11~ !11i . ◊ 111- jlf@ · I I -· I . I ·--·--. I . I I -·---- I I ! I ,~~ ' . ' iJl 18 J .. . · 1 . I ·. I I I I I .. I 1. I I ~ i I . ' ' ..,, / / --- ---------. ---- ,--,._i ____________________________ .,-7 FF 63.90 ~ ' I ' I I I ----I t-·- ' I r--_J I I ' ' I //'-J ' ' '--~ , ______ ... > BUILDING "C" FF 62.90 . ·- r------- 1 I I I :" 63.03 11 · -_ ..... eRDPOSED_R.□.V.· Llt-JE;?ER MS 07-()a_-,,.,_ __ ----. _Q:JSTING R.□,IJ I !_Nr:l---· ·· · .li -. ,u:-CQNCRE1£ CIINKl"' . -. '.°~ . "~ .75 '-. ... "'-~ ·. o· -------,,___ . --~ I ~ ' . . I l\'', ---i • -':-_· · · · ·• · ,· "' fe11r f '.,-Arr ·" • . . , ·· __ 'J ll!l ' ~~'-'~:·~--~-1~-' II DRAINAGE LEGEND <e) SEDIMENT TRAP AND MONITORING PORT PER DETAIL 'L' □N SHEET 5 DOUBLE 48' RCP CUL VERT (SEE DRAVING 460-1) @ MONITORING JUNCTION STRUCTURE PER DETAIL 'G' □N SHEET 2 <S) STORM DRAINAGE PRE-TREATMENT B□X PER DETAIL 'A' □N SHEET 2 (D STORM DRAINAGE PRE-TREATMENT BIJX PER DETAIL 'B' ON SHEET 2 @ CATCH BASIN VITH 'FOSSIL FUEL FILTER' INSERT ITT\ <PER DETAIL 'E' □N SHEET 2) \:J.I PVC DRAINAGE PIPE <PRIVATDSEE ENGR'S NOTE Ml, THIS SHEET. @ TREE VELL VITH ROOT BARRIER <Z) C□NN£CT □NE 10' AND □NE 15' EXISTING PVC PIPES T□ SIDEVALL □F N£1.i BOX CUL VERT (J) STORM DRAIN CLEAN□UT PER S.D.R.S.D. D-9 <TYPE A-4) (D UNDERGROUND STORM VATER STORAGE 'STORM TANK' <SEE DETAILS ON SHEET 2 <PRIVATE> ENGINEER'S NOTES 1) ALL PvC DRAINAGE Pffi SHALL CONFORM TO SDR-35 PER ASTht D3034. QR 'SURE-LOK F477 A~ MANUFACTURED BY HANCOR INC (MSHTO M252, fl'PE SJ 2) LENGTHS ON DRAINAGE PIPE ARE FROM CENTER Of STRUCTURE TO CENTER Of STRUCTURE. J) CONTRACTOR TO VERIFY HORIZONTAL N'-10 VERTlCAL LOCATION Of EXISTING STORl.t DRAINAGE SYSTEMS PRIOR TO TRENCHING FOR ADJACENT OR CONNECTING FACILITIES. IN THE EVENT ACTUAL LOCATION VARIES SIGNlflCANTIY FROM THAT SHOWN ON P!.N4, THE ENGINEER Of WORK SHAll 8E NOTIFIED PRIOR TO PROCEEDING. REQUIRED TREATMENT CONTROL BMP TABLB DESCRIPTION QUANTITY MODULAR~ 4451 SF. INFILTRAT BASIN 'STORM TANK' PRETREATMENT 4 EA€H-I EAf:tt PER BAFFLE B□X STORM TANK ASSEMBLY <S><D PR W---+~---w-- - - 6' ---~ ~------~-----------·---.!/1-~ ~ -------~-----~~-------i.-_______ DATE_c;aJ}_oJ PASEO DEL NORTE '--'-- GARY LIPSKA RCE 23080 EXPIRES 12/31/09 ~R~~~:~~20:LAN fSHml CITY OF CARLSBAD 1----i--+----------------i----+--1----+---1 ~ ENGINEERING DEPARTMENT l----l-----+----------------1----+---+---+-----I I SH~TS I 20 0 20 40 PRIVATE DRAINAGE PLANS FOR: ---- Seo.lei 1' = 20' CARI.sBAD PASEO DRAINAGE PLAN ' '. • j ' i ' 07 809 0) a 00 --.f54)----------~---.. - ------ ------ \ \ \ 20 _:...,........-.. .,,,,.-(50) --- \ \ \ 0 20 40 ---- Seo.le• l' = 20' CML ENGINEERING • LAND PlAN~ING erra Engineerino lr,c. 1843 Campesino PYace Oceanside, CA 92054 ele: (760) 439-2802 Fax: (760) 439-2868 --- FREETYAY 5 ~ ~----- \. \ \, BUIL/JJNG ':A JJ ' FF 6 :O &';\( \ ' ' \ \ I ~ \ \ \ \ \ \ \ l ' l'JcL. J,QO-OW'~ "-.'i..l ...... •'i,~ IRRIGATION SER\IICE SEE.---i-...1 DWG. NO. 460-1, SHT. 6 1.6 ll RIii (61.42) a CONSTRUCTION LEGEND FOR PRIVATE IMPROVEMENTS (V SHALLOW S£WER MANHOl£ OVER EXIST. 11" S£WER IAlIRALPBI CARLSllAO DWG. NO. S--3 @ RU FLOW INSTALlATION PER CARLSBAD DWG. NO. W-20 © 11" PUBLIC WAlER IWN (SEE DRAWING NO. 460-1) @ 11" PI/C flRE SPRINKLER, MIWA C-90D, CIASS 150 (D 6" Pit flRE SPRINJ<l£R, AWi/A C-900, Cl.ASS 150 A w s -- - - I -_--I I = , I . :; ' ◊. il! IE 59.02 DC. 6" SWR ◊ \ I N 22'29'29" W 120.08'/ / \ I J ' i I w EX. 6" S[ll{R LA lERAL 8-J, PER Dl'IG. 246-8 (SHT. 4) PASEO DEL NORTE ~, s I : I I-: I ! I I .1 I ! ' I ' ' " I ! I SEWER /Pf'-J IL TH I z.,I 11 /07 r • EXP. rz/31 I 11 DATE I ' / I i. ! ! ' I ·--- J1 i ◊ f --·---· --·---·· ,. 7 ; L· .. I ' ·~l::: : (sSE .. _w_ 0.0' (JO ..-14.0• --' / w(lffi% EXIST. 12" PI/C WATER PER DWG, NO. 398-8 ( SHf. J ol: 4)) EXIST. 10" 1/CP SSJR PER Dl'IG, NO. 24-IHI ( SHf. J ol: 4) q ~- Pl.AN -ir ' \ BUILDING ''EJ" FF 62.5 £R C.O PER CARI.SBA 'JING NO. S-7 ; -~ ; ~----,c----~ ROPDS£D ACCESS EASEMENT DR PED, PATH PER HS 07-02 0.7 " gos s s yoa RIii 161.990 - -I\ ~ !llot.,).clO··OO_ 11.,1~ fee·. JI\N.O't.-.l.DI . ----- 20' WATER EASEMENT PER PR NO. 08-69 ,lo~, ..:l OOi · C \,f ;).."\ '7'7 4<--, .M-1-"-' ~ ,J.00"1 SLEEVE NOTE PRIJP□S£D SE'JER LATERALS 'JH!CH ARE TD BE INSTALLED ABDV[ PUBLIC ',/ATER MAIN SHALL BE SLEEVED \/ITH A 20' LONG B' PVC (SDR-35) PIPE. Tl£ SLEEVE PIPE SHALL BE PUT [VEtt.Y DVER Tl£ \/ATER MAIH, 10' ON EACH SID£ SHALLGV SEVER NOTE SHALL□\/ S[',/[R LATERALS SHALL BE PROTECTED DURING CONSTRUCTION AND ENCASED IN 4' MINIMUH THICK CONCRETE (INCLUDING SLEEVE PIPE) PRIOR TD COMPACTION FOR PAVEMENT BAS£. 2§ WATER EASEMENT PER PR NO. 08-69 ~-+-ll "'-· .;!OO"I-01 .. 2'\TI 'l.a. ,..,._q__JJ,~ \ ---------- gos PREP¼NDER~_APERVISl□N □f"i L----C:;l----b-ii,/'.!S..nATEj/z__g)oj 3 GARY LIPSKA RCE 23080 EXPIRES 12/31/09 fSHml CITY OF CARlSBAD I SHE8ETS I 1-------11----t-------------------11-----+--+----+---1 l_Z_j ENGINEERING DEPARTMENT -----+-------------------+---1-----+---I 1-----t---+-----------------t----+---t------+----1 PRIVATE WATER AND SEWER PLANS FOR: CARISBAD PASEO PRIVATE WATER AN SEWER PLANS r BUILDING FF 62.5 S[',/[R c.a PER C / I _j SBAD --~ DR/\IJJNG NO. S-7 _..:::--==") J.-i:"--:..::::-=::::'-_ -__::_:- _SE',/ER C DRA'r/lNG E 56.~ ~.65 t P\IC SEU SERVI O 4.11 (PRIVAlE) 7 -- . DUPl£X PUMP STA llON (PRIVA lE) N 22'29~ II 20 0 20 ---~ Sco.te, 1' = 20' 804.9.1' 0.6 ll 40 EX. 2" DWG 39 FOR I' /llx..~1~-0001 ,, Lee. l.....,.:c't 1..\.0 'r/ 2' BACK fl[I',/ DEVICE BUILDING FF 62.5 S[IJER c.a PER CARLSBAD DRA'w!NG NO. S-7 . -, . ~ ..... ,.,_ .. ~' ~ .... :--~ ... . . NOTE AND SHAL ON THIS Sf££T I '' ., ,, . !: • l - . ' I I ' ' ◊· ◊· '"'-. ◊':-..:.,. ◊- ◊ ◊ '----'--ii ■ .'II . ~ .· .... -I\ . PASEO DEL NORTE ii· I! S . ER C PER. CARLSBAD __ _ A'r/ING Hll, S-7 • I (PRIVA .1-, • • ._-.,. r, 02 4' SWR .94 EX. 6' SWR I :IST. 12' ~ WAJER PER DWG, NO. 398-8 ( SHT. J It. 4) _> EX. 6' SE\\£R LAlERAf. ER DWG. 246-8 (SHT. 3) ~ EXIST. 10' ',ti' SEWER PER DWG, NO. 246-8 ( SHT. J It. 4)-;?" fi) s s RIM (64.09 -·•, ! ------7 ~I·--: I ~CBjf { ·: : _· ~:/ i - FF 63.90 I I I I -1 ~ ,,------J > BUILDING "c» FF 62.90 IE . S[IJ[R c.a PER -CARL BAD DRA 'r/JNG NO.. S-7 FF 63.03 ~ ~ 1 NEW 42.62'-6" S£1\£R LA !ERA!. @ 2~ "' 34tooao l '---... IE 55 35 6 I .........____ IE (55.18) (10') ---S ~ ~___,,,,......- ---0 0) I ' . I .. I "'s "' I "' "' d z <.!) z ,IE < "" CONSTRUCTION LEGEND FOR PRIVATE IMPROVEMENTS © SHAU.OW SEWER MANHOI.£ OVER EXIST. 6' SEWER LATERALPER CARI.SBAD DWG. NO. S-J @ BACK A.OW INSfAllAllON PER CARI.SBAD DWG. NO. W-20 @ 8" PUBLIC WAJER M.AJH (SEE DRAY11NG NO. 460-1) @ 8" ~ FlR£ SPRINKlIR, AW/IA C-900. CUSS 150 E If Pl'C FlR£ Sl'RINKlIR, AWWA C-900, CUSS 150 SHAU.OIi SEWER MANHOI.£ PER CARI.SBAD DWG. NO. S-3 c __ --~ a j "" w a. a. <.) "" . "' / ,.,, >-' "' i:i S,--- fsHEul CITY OF CARLSBAD I SHE8ETS I >-----+---;-----------------+---+--->-----+----t~ ENGINEERING DEPARTMENT l-----t---+-----------------t---+--1----+---t 1-----t---+-----------------t---+--1----+---t PRIVATE WATER AND SEWER PLANS FOR: -