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HomeMy WebLinkAboutDWG 482-2A; SDP 12-04; HOEHN BUICK CADILLAC; 01-04GRADING 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 THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8£ 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 INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RA TING 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 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APP/WPRIA TE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE Cl TY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " A TT ACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. · 14. A PRECONSTRUCTION MEEVNG SHALL BE HF/ D AT THE SITE PRIOR TO THE BEGINNING Of WORK ANO SHAii BE ATTFNOm RY All REPR[S[NTATIV[S RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPFCTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A DA TE ANO TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REOIJESTS OTHER THAN FOR PR[CONSTRIJCTION MITT/NG W/1I BE MAO[ BY CALI ING THE ENGINEERING 24 HQIIR INSPECTION REQ//fST I/NE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK OA YS LATER. 16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA AOMINISTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY: AND THE PERM/TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TEO GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: OD A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER JS 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 ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND .ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSEEOEO WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOP[ 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. 482-21 , ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROJNA TE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/CATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE 1,-/ANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT , THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-,4133 SDG&E (800)660~ 7343 AT&T (760)729-;9215 TIME WARNER CABLE (760)438-;7741 COX COMMUN/CATIONS (760)806-; 9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434~2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN OIEGUITO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLEC/TOS WATER DISTRICT (760)744-0460 "'OLIVENHAIN WATER DISTRICT (760)753-;6466 'BUENA SAN/TAT/ON DISTRICT (760)726-; 1340 *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA T/ON ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NG DEPARTMENT). ( 2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED HOEHN BUICK-CADILLAC, PROJECT NUMBER 16795-13, PREPARED BY NORCAL ENGINEERING, DATED MAY 22, 2013, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE R[COMMENDA TIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "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 6703 OF THE BUSINESS AND PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: JONES GAHL AND ASSOC/A TES ADDRESS: 18090 BEACH BLVD. SUITE 12 CITY, STA TE: HUNTINGTON flfACH CA 92648 TELEPHONE: (714) 848-0566 BY: DANIEL RUBIO DATE: 3/28/2014 (NAME OF ENGINEER) R.C.E. N0.:.~6~09~3""4'---------------- REGISTRA T/ON EXPIR A TION DA TE: _,_,12a£./-"3-'-'1/c.,2a.s0"-'14,:__ ___ _ SOILS ENGINEER'S CERTIFICATE /, KEITH D. TUCKER A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRING/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 MAY 1.3 2013 ANO MAY 14 2013. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. //(, ,:.,,, - ?1'.0FES~ SIGNED: 1'-,'(/VVVL.. ~ $<;-Y-\l. TUc,t §,; G.E./P.f. NO.:,---'R-"."cG.".'cE._. _,,8'-'-4._1 _______ ~ fj{Y <'.p~ DATE: 7/IS/_(4. ii' NO. 841 SJ --'--'-=.f--1'-'------------ • Exp.12/31 /14 • % '?" .s>1 ;-; o rr cp,'<:\\'-' 'ii-*"<: E OF cN,_\'ia LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE 12/31/14 I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN c,if< WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY✓,, ,/IND f ADVISE ON THE COMPACTION ANr S~A1LITY OF THIS SITE. {/ ,i /. //, A n \ ,,rt rtlf · 11 ;v, ,_,. I)'--l BILL HOEHN DAITE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY FIELD SURVEY METHODS FROM INFORMATION GA THEREO ON MAY 13 2013 BY JONES, CAHL ANO ASSOC/A TES TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT JS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S) 211-060-02 THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS: N 1993542.432 E 6233138.565 , .. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYOROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) 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 IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEOIA TE TREATMENT. B. HYOROSEEOEO 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 /RR/GA TED BY HANO WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM 3. /RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEOEO GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEOEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO ACR/CUL TURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYDROSEED 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 HYORAULICALL 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. 3. 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 Bf HYDROSEEDED 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. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TUR A TEO SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEOING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. WORK TO BE DONE VICINITY MAP THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. CITY OF OCEANSIDE HIGHWAY· /a THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. ' NOT TO SCALE CITY OF VISTA 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. P.C. RESOLUTION NO. 7008 DATED 11/4/2013 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY NORCAL ENGINEERING PROJECT# 16795-13 DATED MAY 22 2013 SITE 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO 11/4/2013 9. ENVIRONMENTAL APPROVAL DOCUMENTS OA TEO _______ _ 10. TIER 11 STORM WATER POLLUTION PREVENTION PLAN PREPARED BY JONES CAHL & ASSOC/A TES INC. DA TEO MARCH 28 2014 11. STORM WATER MANAGEMENT PLAN PREPARED BY JONES. CAHL & ASSOCIATES INC. DA TEO MARCH 27 2014 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. 13. WORK TO BE COMPLETED PER THE CITY PLANNING COMMISSION'S CONSISTENCY OETERMINA TION (CO 14-01). EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK JS REQUIRED, CONTACT --~D~A~N-Z-OR-E~N~----AT (760) 420 .3872 (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 JS 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 SA T/SFACTION 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 ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA TEO 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 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 BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYOROSEEDED 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 SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. DESCRIPTION EXISTING CONTOURS EXISTING ELEVATIONS PROPERTY LINE EASMENT LINE (E) CHAIN LINK FENCE EXISTING SEWER MAIN EXISTING WATER MAIN EXISTING GAS LINE RETAINING WALL BUILDING LEGEND DWG.NO. SYMBOL 77 77?7 PERVIOUS PAYERS NEW AC PAVEMENT SEE DETAILS SHEET 4 4" A.C./6" A.B. 6" CURB AND GUTTER 6" CURB 3' VEE-GUTTER SDRSD NO. G-2 SDRSD NO. G-1 SDRSD NO. 0-75 --·--·- 3' CONCRETE RIBBON GUTTER PVC UNDER DRAIN SEE OET AILS SHEET 4 EXISTING PALM TREE EXISTING TREE DOUBLE DETECTOR CHECK VALVE FIRE HYDRANT THRUST BLOCK WATER METER 6" PVC WATER TRENCH REPAIR * ,rr•,. (' ) ,.,_,., CMWD STD, W-22 ~ CMWD STD, W-12 .... CMWD STD, W-19, W-15 ◄ CMWD STD, W-4 [El CMWD STD, W-2 CITY STD, GS-5~· lf F0/1 QUANTITY . 310 L.F. 6,029 S.F. 18,696 S.F. 406 L.F. 316 L.F. 432 L.F. 518 L.F. 1 EACH 1 EACH 3 EACH 1 EACH 412 L.F. SHEET INDEX: REQUIRED TREATMENT CONTROL BMP TABLE EARTHWORK QUANTITIES CUT: 550 CY FILL: 240 CY IMPORT: 0 CY EXPORT: 310 CY REMEDIAL: CY BENCH MARK CLSB-057 DESCRIPTION: 2.5" DISK IN DRAINAGE BOX INLET TITLE SHEET: ... . .SHEET 1 EXISTING TOPOGRAPHY: ........ SHEET 2 PRECISE GRADING PLAN: . . . . . .SHEET 3 SECTIONS AND DETAILS: ........ SHEET 4 SHORING WALL ANO DETAILS:. . . . . SHEET 5 REFERENCE DRAWINGS CDP 04-42, DRAWING# 433-8 CDP 08-13, DRAWING# 464-7 CARLSBAD TRACT NO. 72-3, MAP NO. 7492 TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BIORE1ENTION TC-32 BILL HOEHN SUSMP 14-03 ANO 3 WEEKLY RECORDED AGREEMENT FLOW-THROUGH TC-32 BILL HOEHN SUSMP 14-03 AND 3 WEEKLY PLAN1ER RECORDED AGREEMENT SUSMP PROJECT PRIORITY TIER 2 PRIORITY PROJECT .,.,,,.,HYDROMODIFICATION REQUIREMENT -EXEMPT c,.,--;,·:_-...,,.c.~'<c. LOCATION: MONUMENT JS ON THE WEST SIDE OF A VEN/DA ENCINAS IN A DRAINAGE BOX INLET. 11.5 FEET FROM THE SOUTH END OF THE CURB RETURN AT CANNON RD. ANO 2 FEET FROM CURB. ELEVATION: 44.01' DA TUM: NGVD 1929 -JONES, CAHL & ASSOCIATES CONSULTThfG ENGINEERS 18090 Beach Boulevard-Huntington BeaL:h California 92648 -(714) 848-0566 e-mail: jca@jonescahl.com fSHrnl CITY OF CARLSBAD I sirs I 1---+---+-----------------1-----11-----1---.. ...._-+-----1 l___!_J ENGINEERING DEPARTMENT l---+---1------------------+---+---l------"-I----I GRADING PLANS FOR: HOEHN BUICK -CADILLAC 5334 PASEO DEL NORTE TITLE SHc-c-T CDP12 26/V 13-02 DESIGNED: -SCALE: NA APPROVED;// I , / 1 ~,+ JASON S.1GELl)ERT DRAWN: C.H. DATE: 6/25/2014 . / , z; 23 / JL/ 1-'~~Ho~.E~~.:~:E~D~-;u~';·~;~=-RR._,,, =HE~,9~:1-::-::';~~~c'-/~~':,~:_11_3.3:='22G0':'58"__--lc_-_-_-=---1_-_-~---Ji-.-zi11~•\.:,,_-_-_-_-_-_-_-_-_-_-_-_-~~----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-J-_-_-_-_-~j_-_-_-_-_tc_-_-_-_-J~---_-_-j ::;~;:;~:;;Gl:;::N:;E:=y='.N=P~;:.:;:;:::A:::GE::;R:-;::PE=6=39=~=!=i=:E=p~=R~=s=N=~=.:30=1=/-14'::::D=R=A=:=AN='~=N=o~. ,_/l ·d_ ~ 1 /,-, /,A DATE INlllAL DATE INlllAL DATE INlllAL CHKD BY, 2'.£ /t ",~Mu;~ <-R.C.E'6o934/P.L.S. 8239 ~ ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: SDP 12-04 482-2A I I ' TITLE REPORT INFORMATION: CHICAGO TITLE COMPANY 2365 NOR/HS/DE DRIVE, SUITE 500 SAN DIEGO, CA 92108 ATTN, TOM VOTEL/KEN CYR EMAIL, VOTELTIICTT.COM & KEN.CYRIICTT.COM PHONE: (619) 521-3553 & (619) 521-3555 FAX, (619) 521-3608 ORDER NO.: 930016372-U50 930016372-USO DATED AS OF: JUNE 11, 2010 AT 7:30 AM @AN EASEMENT FOR /HE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED TOI. CARLSBAD MUNICIPAL WATER DISTRICT PURPOSE:. INGRESS AND EGRESS RECORDED,. MAY 15, 1961 AS INSTRUMENT NO. 83960 OF OFFICIAL RECORDS AFFECTS,. /HE EXACT LOCATION AND EXTENT OF SAID EASEMENT JS NOT DISCLOSED OF RECORD (NOT PLOTTABLE) (f) AN EASEMENT FOR /HE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL /HERETO AS SHOWN OR AS OFFERED FOR OED/CATION ON /HE RECORDED MAP SHOWN BELOW. MAP NO.,. EASEMENT PURPOSE.·. AFFECTS,. 7492 GENERAL UT/LI TY, SIDEWALK ANO LANDSCAPE LOT 5 SAID EASEMENT WAS ALSO GRANTED TO THE CITY OF CARLSBAD IN GRANT DEED RECORDED CONCURRENTLY WITH SAID MAP ON NOV£MBER 30, 1972 AS INSTRUMENT NO. 320456 OF • OFFICIAL RECORDS. @AN EASEMENT FOR /HE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. , GRANTED TO,. /HE PACIFIC TELEPHONE AND TELEGRAPH COMPANY PURPOSE,. PUBLIC UTJLIT1ES, INGRESS, EGRESS RECORDED:. MARCH 22, 1973 AS INSTRUMENT NO. 73-074588 OF OFFICIAL RECORDS AFFECTS:. THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. @AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FOR/H IN A DOCUMENT. GRANTED TD,. SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE:. PUBLIC U11L!TIES, INGRESS, EGRESS RECORDED,. MAY 10, 1977 AS INSTRUMENT NO. 77-177402 OF OFFICIAL RECORDS AFFECTS,. /HE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. @AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL lHERfTO AS SET FORTH IN A DOCUMENT. SAN DIEGO GAS AND ELECTRIC COMPANY . , ___ . LEGAL DESCRIPTION: LOT 5 OF CARLSBAD TRACT NO. 72-3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT[ OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 7492, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVfMBER JD, 1972. A.P.N., 211-060-02 BENCHMARK: CITY OF CARLSBAD SURVEY CONTROL NETWORK 2.5» DISK IN DRAINAGE BOX INLET IN THE SOUTHW[ST QUADRANT OF A VfNJDA ENCINAS AND CANON ROAD. MONUMENT IS ON THE WEST SIDE OF A VEN/DA ENCINAS IN A DRAINAGE BOX INLET, 11.5 FEET FROM THE SOUTH END OF THE CURB RETURN AND 2 FEET FROM CURB. ELEVATION; 44.01 FEET, NGVD 1929 OWNER: HOEHN BUICK CADILLAC 5475 CAR COUNTRY DRIVE CARLSBAD, CA 92018 CONTACT, MR. BILL HOEHN ARCHITECT: WHITFIELD ASSOC/A TES, INC. 24691 DEL PRADO, SUITE 201 DANA POINT, CA 92629 PHONE, (949) 234-1950 FAX, (949} 234-1946 CONTACT: CESAR ROME'RO GRANTED TOI. PURPOSE:. RECORDED,. PUBLIC UTILITIES, INGRESS, EGRESS • · / '.-: · c,) OCTOBER 12, 1977 AS INSTRUMENT NO. 77-418791 OF OFFICIAL RECORDS ~,B_ ·-'. AFFECTS,. THE EXACT LOCATION AND EXTrNT OF SAID EASEMENT IS NOT DISCLOSED J OF RfCORD (NOT PLOTTABLE) EXISTING EASEMENT FOR /NGRfSS AND EGRESS GRANTED TO CARLSBAD MUNICIPAL WATER DISTRICT, RECORDED AUGUST 15, 1961 AS FILE NO. 83960, O.R. (ROUTE NOT SPECIFIED) PER CARLSBAD TRACT · NO. 72-3, RECORDED AS MAP NO. 7492. _::_· ·\i EXISTING BUILDING & OVERHANG ,-" / ----/~--,---_,--' _,,,,,:_{;/'• ,--, "), . OVERHEAD LIGHT 6" PCC CURB OVER £AD LIGHT AC CURB 6" PCC CURB------.._ \~ ~, OVERHEAD LIGHT'-. ,.rt x 6" PCC CURB OVERHEAD LIGHT ----------- ----------- ----------- 0l. . "'' -k • <,l ~£',, 'll>., \. OVERHEAD Ll~1t~> ,./ .• ''')·ry·:" ;, ·. '··>'.,_r,,;_,_ ', /' '·,/-:'.>"' SEWER MANHOLE \OVERHEAD LIGHT ·:,',\ 6" PCG·CUREJ.·~1,, .. ,,11 ", e; .-_. ', -:,-::, -. ' - OVERHEAD LIGHT . L,=9"53'33" YNEJERfJRtJtJN AT&T (SPRA YEO) OVERHEAD LIGHT -FOUNOI&TSTAMPED "LS 3663" ON A ioo'·OffSET. PER CARI SBAD JRAC. NO. 72-3 12"¢ ACP WATER MAIN / ,:'c1~~ ~fOVE GROUND~ ELECTRICAL 6" PCC CURB sco EXISTING SALES BUILDING (FF~lJ.45) 5334 PASEO DEL NORTE APN: 211-060-02 BUILDING =-ovERHANG l!.@1r @ ©~!Rll!.$IBJ~[Q) 1rll'il~©1r [l,11@. li,',il~W, [l,11@. 'P ~@~ BUILDING OVERHANG ------ RAMP UNDERGROUND AT&T (SPRAYED) ------.----- 6" PCC CURB OVERHEAD LIGHT 0 VERHEAD UGH T SIDEWALK-i WATER VALVE I ; WATER METER 6" PCC CURB r~~MP ,._~lc.:"'c .' -· ( ' ' ' I I cdvEREDI O'{ERHANG ' ' ' ,·1_(/r ,: __ ·-/ / UNDERGROU D ELECTRICAL (SPRAYED) OVERHEAD LIGHT 9~:, :-1 OVERHEAD LIGHT 6' PCC CURB (70) -2"¢ DOMESTIC WATER - ELECTRICAL CONDUIT EXISTING SERVICE BUILDING (FF=72.95} EXISTING SERVICE BAYS OVERHEAD LIGHTf 6" PCC CURB CMU WALL UNDERGROUND I" GAS {SPRAYED) OVERHEAD LIGHT 6" PCC CURB ,_.,-., _/ -/) .._'-'/ ..,-,:v•~ NO "23'44"E _("":!.--- SDG&E VALT u /,. ;_,-: 1,•'..), /,:, ~/, ) 440.29' ~ ·, '.)/,;/;-:- 0 VERHEAV .UGH T BUILT" 70) S-} 11 j 11o o . DATE . 12/3 E'C\-1 /2-J-lb · 'CA ... DATE: 6" PCC CHAIN LINK FENCE EXISTING BU/LOIN ,;){ ''-y'<. (;/2 . ·,,-/,,:--' ;~ARIF/ER ·· .. EXISTING SERVICE BAYS ;;,,1 c::;'?- NO. 60934 X .12/31 OVERHEAD LIGHT 0 -...v, SIDEWAL WATER VALVE JONES, CAHL & ASSOCIATES CONSULTING ENGINEERS 18090 Beach Bo~levard -Huntington Beach California 92648 -(714) 848-0566 e-mail: jca@jonescahl.com LEGEND EXISTING CONTOURS EXISTING ELEVATIONS ----PROPERTY LINE ------EASMENT LINE ----0--"-CHAIN LINK FENCE -s-SEWER LINE -w-WATER LINE -G-GAS LINE ---=~ BLOCK WALL ////// BUILDING AC ASPHAL TIC CONCRETE AG ABOVf GROUND BLDG BUILDING BS BOTTOM OF STEP BSW BACK OF SIDEWALK CL CENTERLINE CLF CHAIN LINK FENCE CLMN BUILDING COLUMN GP SURVEY CONTROL POINT FF FINISHED FLOOR FH RR£ HYDRANT FL FLOW LINE FS FINISHED SURFACE GM GAS METER i--;, LS LANDSCAPE AREA LT LIGHT NG NATURAL GRADE OH STRUCTURE OVfRHANG SMH. SE~R MANHOLE SW SIDEWALK TC TOP OF CURB TS TOP OF STEP TW TOP OF WALL WM WATER METER WV· WATER VALVf -:-,.;_ EXISTING BUILDING 5424 PASEO DEL NO/?TE 20' 10' N-""" 181 SCALE1 1" = 20' 0 20' GRAPHIC SCALE 8" PCC CURB ------ CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: , 40' ~ ~ HOEHN BUICK CADILLAC 5334 PASEO DEL NORTE CONSTRUCTION NOTES & EST/MA TED QUANTITIES *ALL QUANTITIES ARE ESTIMATED, THE CONTRACTOR SHALL VERIFY (J) 0 <1) 0 ALL QUANTJnES PRIOR TO SUBMITTING A BID. PROTECT IN PLACE EXISllNG UTIL/llES, BUILDING, CURB AND GUTTER. SAWCUT & FEATHER OVER SMOOTH JOINT DEMO AND REMOVE EXISllNG AC PA VEM£NT, CURB AND GUTTER. CONST, 4" A.G. WI ss-r S[ALCOAT OVER 6" A.8. (MIN.). ACTUAL PAVEMENT SEC7ldNS DETERMINED BY FIELD R-VALUE TEST. CONST. 6" CURB AND GUTTER PER SDRSD G-2. CONST. 6» CURB ONLY PER SDRSD G-1. CONST. 3' CONCRETE RIBBON GUTTER PER APWA STD 122-1 AND DETAIL ON SHEET 4. INSTALL PERVIOUS PA VERS PER DEVELOPER SPECIFICATIONS, SEE DETAIL SHEET 4. CONST. BIO-RETFNllON PLANTER PER DETAIL ON SHEET 4. INSTALL NOS 24" SQUARE CATCH BASIN WITH H-20 TRAFFIC RATED GRATE OR APPROVED EQUAL SOR 18, PER DETAIL ON SHEET 4. INSTALL 4" P. V.C. (SCH40} DRAIN UN£ CONST. TRASH BASIN ENCLOSURE PER CITY OF CARLSBAD STO. GS-16 AND DETAIL ON SHEET 4. 71.72 FG 69.72 /NV 8/ORETENT/ON FACILITY ~ 282 SF 71.54 TG 71.04 FG 69.04 /NV SITE AREA: CUT: EXPORT: QUANTITY LS -1,235 LF 286 LF 406 LF 432 LF 6,029 SF -1,010 SF 1 £A 341 LF 1 £A ESTIMATED RAW EARTHWORK QUANTITIES 130,141 SF AREA DISTURBED: 550 CY FILL: 240 CY 310 CY IMPORT: 0 23,065 SF CY DAfE 2.5" DISK IN DRAINAGE BOX INLET IN Tl/£ SOUTHWEST QUADRANT OF A VEN/DA ENCINAS AND CANON ROAD. MONUMENT IS ON THE WEST SIDE OF A VEN/DA ENCINAS IN A DRAINAGE BOX INLET, 11.5 FEET FROM THE SOUTH END OF THE CURB RETURN AND 2 FEET FROM CURB. ELEVAllDN: 44.01 FEET, NGVD 1929 I LOT 5 QF CARLSBAD TRACT NO. 72-3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CAUFD(iNIA, ACCORDING TO MAP THEREOF NO. 7492, FILED IN, _THE 9FFfCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER JO, 1972. A.P.N.: '211-060-02 1 DATE INlllAL ENGINEER OF WORK DESIGNED, - DRAWN, C.H. CHECKED: D,R. UNDER DATE INlllAL DATE INlllAL ~ REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL SCALE: DATL JOB NO. t . lll la ' VIONITY MAP NOT TO SCALE .< -, . • 10' 6/25/2014 13-2058 , I,, li,1. ~ SCALE: 1" = 20' 0 20' GRAPHIC SCALE APPROVED: ENGINEERING DWN BY: CHKD BY: RVWD BY: ---0--- - s - -w- -G- AC AG BLDG BS BSW CL CLF CLMN CP FF FH FL FS GM LS LT NG OH SMH SW TC TS TW l!il/ WV 40' LEGEND EXISTING CONTOURS EXISllNG ELEVATIONS PROPERTY LINE EASMENT LINE CHAIN LINK FENCE SEWER LINE WATER LINE GAS LINE BLOCK WALL BUILDING PERVIOUS PAYERS NEW AC PAVEMENT ASPHALnc CONCRETE ABOVE GROUND BUILDING BOTTOM OF STEP BACK OF SIDEWALK CENTERLINE CHAIN LINK FENCE BU/LDll:IG COLUMN SURVEY CONTROL POINT FINISHED nooR FIRE HYDRANT FLOW LINE FINISHED SURFACE GAS METER LANDSCAPE AREA LIGHT NATURAL GRAD£ STRUCTURE OVERHANG SEWER MANHOLE SIDEWALK TOP OF CURB TOP OF STEP TOP OF WALL WATER METER WATER VALVE EXISTING 6" CURB I 'I e DETAILG) NOT TO SCALE OWNER, HOEHN BUICK CADILLAC 5475 CAR COUNTRY DRIVE CARLSBAD, CA 92018 CONTACT: MR. BILL HOEHN ARCHITECT, WHITFIELD ASSOC/A TFS, INC. 24691 DEL PRADO, SUITE 201 DANA POINT, CA 92629 PHONE: (949) 234-1950 FAX: (949) 234-)946 CONTACT.· CESAR ROMERO REQUIRED TREATMENT CONTROL BMPTABLE 8/0-RETFNTION noW-T/IRDUGH PLANTER 0.841 .12/31/14 .,_v l;"CH~'e, ~.,_ CALlfO~ 750 S.F. 453 S.F. JASON S, GE ~:!:::;____:__ __ .L.,;.t.::,2,:"4=.'"'--- 4 PROJECT NO. SOP 12-04 DRAWIN.G NO. 482-2A 07301/f R/W 5.5· I ~ SIDEWALK ~9~.5~·-~------'•~5.~5_' _____ f--:=1~9~•~-~·a~.9-=-2' I-----==~=5=5~.•~·==,-------F PARKING PROPOSED AODITION I CONCRETE GUTTER ~~S~lf:v1:MENT ~ ?3.45 FF . , ~ )-: )-: . ~~~'<'.<:-<:;:~ • ,Y ; ,,; Y, Y,: ·' • ,Y/o Y, 0 x;e,1//, 1/A 1//-V',(✓//✓/X/4'0</4'00,1/;<,/4',/4',/4',/4\/ ,/ ,½,½,✓.:_ ~--0,'«~~~ NOS 24" SQUARE TAPERED HOPE CATCH BASIN W/ U. V. INHIBITORS. THICKEN EDGE AT BASIN 6" PVC /NL T #4 REBAR HORIZONTAL PLACE AT __ - CENTER OF CONG. POUR 3" CLR @ BTM. (TYP) 24 " SQ. 111D TH 2" PIPE OUTLET 1 HP SUMP PUMP NDS 24" SQUARE CAST IRON & GAL VAN/ZED STEEL GRATE (H-20 LOAD RA nNG) EXPANSION JOINT EXISTING UNDISTURBED SOIL DRILL j" llffP HOLE TYPICAL OF 4 PLACES AT BTM CORNERS. ;" GRAVEL BASE 12' DEEP BELOW BASIN. TO PREVENT STANDING WA 7FR. LINE GRAVEL BASE 111TH FILTER FABRIC NOTE: ~RA TE TO BE A TTACHEO TO CATCH BASIN WITH SCREW PROWOED AT nME OF INSTALLA nON. NOS 24' sq CATCH BASIN TYPICAL INSTALLATION. VEHICULAR TRAFFIC APPLICATION "LOAD CASE "C" (85)--------;=====:!'~~c£_=======t--------~ CM.U BLOCK WALL H=6' Bl.DO TW 15.00 AC FOR TRASH tNCLOSURt TRASH ENCLOSURE DETAIL SCALE: 1" = 10' H=l' 81.00 TW 14.00 FS ------ 73.70 FL 90' EL OW PVC TEE Ft SEE PLAN (5'MIN) I, SEE PLAN {3'MIN) TO BE REPLACED AS NEEDED CURB AND GUTTER EXISTING VEE-GUTTER l4' 48.5' RAISED C CH BASIN Cl TY APPROVED LANDSCAPING PROPOSED 6' RETAINING WALL BIO-RETENTION PLANTER NOT TO SCALE 7,,--,-, ~¾" NOT TO SCALE J' CONCRETE SHALL BE TYPE 560-C-3250 ------'-- • <a ---------TYP. NO. 8, 89, OR 9 AGGREGA1£ IN OPENINGS ------~-CONCRE1£ PAVERS MIN. 3 1/8 IN. (80 mm) lHICK FOR VEHICULAR TRAFFIC (ASPECT RATIO ;; 3) ~---~-~ CURB/EDGE RESTRAINT 1111H CUT-OUTS FOR OVERFLOW DRAINAGE (CURB SHOWN) BEDDING COURSE 1 1 /2 TO 2 IN. ( 40 TO 50 mm) lHICK (TYP, NO. 8 AGGREGATE) NOTES: 6 ;IN. (100 MM) THICK NO. 57 STONE OPEN-GRADED BASE GE01£XTILE ON TOP AND SIDES OF SUBBASE UNDER/BEYOND CURB MIN. 6 IN. (150 MM) THICK NO. 2 STONE SUBBASE ~----GEOTEXTILE ON SUBGRADE PER DESIGN ENGINEER ~-----~ SOIL SUBGRADE 1. 2 3/B IN. (60 MM) THICK PAVERS MAY BE USED IN PEDESTRIAN AND RESIDENTIAL APPLICATIONS. 2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. 3. NO. 2 STONE MAY BE SUBSTITUTED WITH 1'!0.3 OR N0.4 STONE. PERMEABLE PAVEMENT WITH FULL EXFIL TRATION TO SOIL SUBGRADE DRA'MNG NO. SCALE NOS LOW PROFILE HOUSING ADAPTER (PART #932) NOS LOW PROFILE HOUSING ADAPTER (PART #932) 90' ELBOW ~ EXtSnNG 4" DRAIN TO STREET 9" SQUARE _.-;.---~1 ICPl-68 NO SCALE TO STREET PLAN NOT TO SCALE 90' ELBOW CONNECT TO EXISTING 90' ELBOW 4' PVC DRAIN PVC TEE SECTION NOT TO SCALE NDS LOW PRORLE HOUSING • AND CONNECTTON DETAIL NOT TO SCALE GRAVEL WATER STORAGE UNDER DRAIN /' -~. ~-• ..•• Sr--,.'7:'"·'I',_ < ___ ,a• -\• . " ,,,· L (VARIES) I ' . .. ' ·--~---' • ,, .. ·i ... . ... vl 0. IRRIGAnON\ SURFACE__,,.. SYSTEM AREA 1 CLEANOUT STANO PIPE • OF ~ PLANTER ~ • PERFORATED PIPE . 1 DOWNSPOUT /INLET VAULT FABRICATED FROM . :i GALVANIZED STEEL BDL TE~ _j ~ TO THE PLANTER INTERIOR (SEE FLOW-THROUGH PLANTER OUTLET DETAIL) " _ .... - I )' CY OVERFLOW r/EMERGEN . .. 17· p -·;, ~ . • . I/GRATE (SEE FLO PLANTER W-THROUGH OUTLET DETAIL) OUTFALL PIPE ~ DISCHARGE TO AN TION APPROVED LOCA ."'-CONCRETE OR OTHER . . . • . . I .. ! ....... ... STRUCTIJRA L PLANTER WATERPROOFING ,~ ENERGY DISS/PA nON DOWNSPOUT/INLET CLEANOUT WITH -----+,r-. WA TERnGHT CAP ABOVE PONDING DEPTH NOTES: ENERGY DISS/PA TION . ONE-WAY CONNECllONS PLAN NOT TO SCALE 18" AMENDED SOIL .. PERFORATED PIPE (UNDERDRA/N) MIN SLOPE = 0.5% SECTION NOT TO SCALE ,. FLOW-THROUGH PLANTER SHALL BE SIZED ro MEET CCCWP CRITERIA FOR TREATMENT ANO/OR FLOW CONTROL. 2. MINIMUM SURFACE AREA OF PLANTER IS 4% OF TRIBUTARY IMPERVIOUS AREA FOR TREATMENT ONLY DESIGN FOR FLOW CONTROL ANO TREATMENT, REFER TO CCCWP SIZING TOOL CRITERIA. 3. SHAPE OF PLANTER CAN VARY TO MEET PROJECT DESIGN REQUIREMENTS ANO LOCA noN. 4. CLASS 2 PERMEABLE MATERIAL 5. ODWNSPOUTS/INLEr PIPES REQUIRE ENERGY DISS/PA noN 6. USE COUNTY APPROVED ADDmVE MIXTURE FOR WATERPROOF/NC CONCRETE. 7. PLANnNGS.· SEE CCCWP RECOMMENDED PLANT UST ANO GUIDELINES. B. PLANTER DESIGN MAY REQUIRE STRUCTURAL ENG/NEERING DESIGN. 9. AREA = W X L (ABOVE), EXCLUDES AREA OF VAULT. WALL WITH LOCKED, REMOVABLE CLOSE-MESH GRATE, SLOPED INSTALLA llON PLANTER OUTLET (SEE FLOW-THROUGH PLANTER OUTLET DETAIL) . -r---/RR/GA llON SYSTEM .. OUTFALL PIPE ORIFICE DRILLED INTO VAULT WALL FORM A 1.5" GROOVE IN CONCRETE AND PROWDE A cONnNUOUS WA TERnGHT CONNECnDN, USING AN APPROVED SEALANT AMENDED SOIL: SAND ............................ 50% TOPSOIL.. ... ,, .................. JO% ORGANIC MATERIAL.. .. ,, 20% DISCHARGE TO AN APPROVED LOCAnON 111TH A MINIMUM INFIL TRA nON RA TE DF 5 IN/HR FLOW-THROUGH PLANTER DETAIL R 3" =a . N 17" 8.5" 1-----'-'--------'~-,i T <1 <1 4 ,'.] <1 <1 25.5" ROLLED CURB DETAIL NOT TO SCALE A.B. OVER COMPACTED SUBGRAOE JONES, CAHL & IATES "AS BUil T» Q..,__J}__ ~ I t I DATE ~ "''( Q'?-0 CONSULTING ENGINEERS 18090 Beach Boulevard -Huntington Beach California 92648 -(714) 848-0566 e-mail: jca@jonescahl.com DESIGNED: -SCALE: 1'' = 20' 12-7-fb INSPECTCA. DATE NO. 60934 12/31 DRAWN: C.H. DATE: 6/25/2014 CHECKED: D.R. JOB NO. 13-2058 I SH~ET I 20' 10' " LEGEND '/,'/.),..,---_____., . EXIS11NG CONTOURS 0 ~ ---- ------ ----0---- -s- -w- -G- ~~ ?///// 1-,1 AC AG BLDG BS BSW CL CLF CLMN GP FF FH FL FS GM LS LT NG OH SMH SW TC TS TW WU WV • SCALE: 1" = 20' EXISTING ELEVATIONS PROPERTY LINE EASMENT LINE CHAIN LINK FENCE SEWER LINE WATER LINE GAS LINE BLOCK WALL BUILDING PERVIOUS PAVERS ASPHALnC CONCRETE ABOVE GROUND BUILDING BOTTOM DF STEP BACK OF SIDEWALK CENTERLINE CHAIN LINK FENCE BU/LO/NG COLUMN SURVEY CONTROL PD/NT FINISHED FLOOR FIRE HYQRANT FLOW LINE FINISHED SURFACE GAS METER LANDSCAPE AREA LIGHT NA TIJRAL GRADE STRUCTURE OVERHANG SEWER MANHOLE SIDEWALK TOP OF CURB TOP OF STEP TOP DF WALL WATER METER WATER VALVE 20' 40' GRAPHIC SCALE DETAILC'f5 ....• ; .... NOT TO SCALE • •/• •• CITY OF CARLSBAD ~ ~ ENGINEERING DEPARlMENT GRADING PLANS FOR: HOEHN BUICK CADILLAC 5334 PASEO DEL NORTE APPROVED: ENGINEERING D\1111! BY: CHKD BY: RVWD BY: JASON ANAGER PE 63912 EXPIRES 9 30 14 D£R. PROJECT NO. SOP 12-04 DRAWING NO. 482-2A ' I I · I ., ,. f f ~'-.•. : . J --· ---' cl :El .f:li,,G) 0 .r::,.. .... 00 .r::,.. I\) N' )>