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HomeMy WebLinkAboutDWG 468-5A; PD 10-01; PALOMAR COMMONS LOWES; 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 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 CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTERAS ESTABLISHED BY "BESTS" KEY RATING 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 APPROPRIATE AGENCIES. 7, APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9, ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11, ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12, WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA. PRINCIPALLY 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 VERIFICATION 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 STATE OF CALIFORNIA PRINCIPALLY 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 SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS "ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14, ~_PRECONSTRUCTION _MEETING SHALL _BE _HELD _AT THE _SITE _PRIOR_ TO_ THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLEFOR CONSTRUCTION, INSPECTION, SUPERVisiON.-TESTING AND ALL OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION 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 COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING, 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE 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 DAYS LATER. 16, THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 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 INSTALLATION 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 PLAN VARIES FROM THE SHORING SYSTEM STANDARDS _ESTABLISHED _BY_ THE __ CONSTRUCTION __ SAFETY _ORDERS, TITLE§ CALIFORNIA _ADMINISTRATIVE _CODE,_ THE __ PLAN _SHALL __ BE _PREPARED _BY_!', 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 APPLICATION 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 PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DOSO. 20, ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED 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 WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21, ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM. AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRINGALONG 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 SPECIFICALLY 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 SURF ACE 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 IRRIGATED, STABILIZED. PLANTED AND/OR HYOROSEEOED 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. ___ N/A ____ AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30, WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (800) 660-7343 AT&T (800) 892-0123 TIME WARNER CABLE (760) 438-7741 COX COMMUNICATIONS (760) 806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 •c1TY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760) 438-2722 •sAN DIEGUITO WATER DISTRICT (760) 633-2650 •LEUCADIA WASTEWATER DISTRICT (760) 753-0155 •vALLECITOS WATER DISTRICT (760) 744-0460 •oLIVENHAIN WATER DISTRICT (760) 753-6466 ·BUENA SANITATION DISTRICT (760) 726-1340 • AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER. AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS 15.16.120 A.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 STATING ALL GRADING IS COMPLETE, ALL EROSION CONTROL. SLOPE AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUil T GRADING PLAN, (3) REPORT FROM THE SOILS ENGINEER. WHICH 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 SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RE COM MEN DA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN. IF REQUIRED BY THE CITY, 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK, PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK, 35. THE SOILS REPORT TITLED "GEOTECHNICAL EVALUATION, PROPOSED RETAIL DEVELOPMENT, PALOMAR AIRPORT COMMONS.CARLSBAD. SAN DIEGO COUNTY, CALIFORNIA". PREPARED BY EEi, PROJECT NO, SU0-70986.1, DATED JANUARY 13, 2010 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE 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 SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FUSCOE ENGINEERING, INC. ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 CITY. STATE: SAN DIEGO, CALIFORNIA 92122 TELEPHONE: (858) 554-1500 BY: -~~w ~~.Ar--DATE:EL1/~o GREGORY l'f/LAtf}, P,E. --~r R.C.E. NO.: 68075 REGISTRATION EXPIRATION DATE: JUNE 30, 2011 SOILS ENGINEER'S CERTIFICATE I, WILLIAM R. MORRISON. A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 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 DIRECT SUPERVISION BETWEEN THE DATES OF ;J" ~~".tr1 j ~ , 20 IO AND _A pr j / 2. 20 IO . TWO COPIES OF THE SOILS REPOR COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: 1'1~-:£. ~ G.E. NO.: 2468 DATE: Jt..-'f•/0 LICENSE EXPIRATION DATE: 12-31-10 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO. VISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACT'Jfj'J'J STABII f THIS~TE. /f!,L ta-t; -10 (SIGNATURE) DATE MAEK :'.RAD€LOW (PRINTED NAME) CSDI. LLC (AGENT) 5465 MOREHOUSE DRIVE, SUITE 260 SAN DIEGO, CA 92121 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT MATT ADAMS FROM DEVCON CPM AT (951) 296-8103. 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 T APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF 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 CITY OF OCEANSIDE HIGHWAY 7B WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2, CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS CITY OF VISTA 3, ~O~~~~~---PROJECT 4. '(S-'\.\. ~ SITE 5. ROAD 6. RESOLUTION NO. NIA DATED NIA THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY EEi DATED JANUARY 13, 2010, TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE PACIFIC 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. A HAZARDOUS CONDITION, OCEAN t: ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON, 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO 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 3I4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION 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 SECTION 35,023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTAL~ED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS 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. 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 AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT, B. HYDROSEEDED AREAS SHALL BE IRRIGATED 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 IRRIGATED 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 IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS. TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 1. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED 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. 112 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED 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 DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED 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 HYDRAULICALLY APPLIED FIBER MATERIAL, WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY 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 RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. CITY OF SAN MARCOS CITY OF ENCINITAS VICINITY MAP NOTTO SCALE PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 213-020-18. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS, N1,991 E6249 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF PALOMAR AIRPORT IN LOT G OF THE RANCHO AGUA HEDIONDA. ACCORDING TO MAP THEREOF NO. 823 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN OIEGO COUNTY, NOVEMBER 16, 1896. PARCEL B: THAT PORTION OF PALOMAR AIRPORT IN LOT G OF THE RANCHO AGUA HEDIONDA, ACCORDING TO MAP THEREOF NO. 823 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. NOVEMBER 16, 1896. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY AND FIELD SURVEY METHODS FROM INFORMATION GATHERED IN NOVEMBER, 2009 BY EXCEL ENGINEERING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS, BENCHMARK THE BENCHMARK FOR THIS SITE IS A CITY OF CARLSBAD SURVEY CONTROL MONUMENT DESIGNATED "CLSB-097", STAMPED "RCE 26433''. FOUND IN MEDIAN ISLAND CURB AT END OF CURVE OF EL CAMINO REAL. 305 FEET NORTH OF PALOMAR AIRPORT ROAD IN LEFT TURN POCKET AS SHOWN ON RECORD OF SURVEY 17271 FILED FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862. ELEVATION: 292.972 (NAVD-88) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS BETWEEN CAL-COORD TIES "CLSB-097" AND "SDGPS 41" PER CITY OF CARLSBAD SURVEY CONTROL RECORD OF SURVEY 17271, FILED FEBRUARY 9, 2002 AS FILE NO. 2002-0112862. (I.e. N88"52'12"W) EARTHWORK QUANTITIES CUT: FILL: IMPORT: 11 C.Y. 160,702 C.Y. 160,691 C.Y. NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. THEY DO NOT ACCOUNT FOR SHRINKAGE, EXPANSION OR REMEDIAL GRADING. ACTUAL QUANTITIES MAY VARY, REMEDIAL GRADING WILL TAKE PLACE DURING IMPLEMENTATION OF APPROVED PRECISE GRADING PLAN. SHEET INDEX SHEET 1: TITLE SHEET SHEET 2: TEMPORARY STOCKPILE PLAN 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED ~N/~A~-~ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ~N~IA~---~ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY FUSCOE ENGINEERING INC, DATED NOVEMBER, 2010. WDID NO. 9 37C359876 11. STORM WATER MANAGEMENT PLAN PREPARED BY NIA DATED ---~ 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL LEGEND DESCRIPTION DWG,NO. SYMBOL RIGHT-OF-WAY/ PROPERTY LINE __________ _ --EXISTING CONTOUR _______________ _ JOO PROPOSED CONTOUR _______________ _ 30 T T PROPOSED FILL SLOPE (2:1 MAX,) ____________ --+---+---y .. REFERENCE DRAWINGS MAP823 ROS 9939 128-1 OB: PALOMAR AIRPORT ROAD IMPROVEMENT PLANS 143-7: BUENA SANITATION DISTRICT SEWER TRANSMISSION SYSTEM 177-3: C.C.&F. PALOMAR AIRPORT BUSINESS PARK UNIT 1 IMPROVEMENT PLANS 177-3A: C,C,&F. PALOMAR AIRPORT BUSINESS PARK UNIT 1 GRADING PLANS 228-4: PALOMAR AIRPORT ROAD IMPROVEMENTS 230-4: OLYMPIC GOLF GRADING PLAN 237-7: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPROVEMENTS 314-3: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPROVEMENTS 323-3: PALOMAR AIRPORT ROAD IMPROVEMENTS 365-5: LINCOLN NORTHPOINTE IMPROVEMENT PLANS 365-SA: LINCOLN NORTHPOINTE GRADING PLANS 386-8: PALOMAR AIRPORT ROAD & EL CAMINO REAL IMPROVEMENTS 394-1: EL CAMINO REAL WATER MAINS 400-80: BRESSI RANCH INDUSTRIAL STORM DRAIN IMPROVEMENTS 400-SG: EL CAMINO REAL IMPROVEMENTS 414-4: EL CAMINO REAL RECYCLED WATER MAINS 416-2: NORTH COUNTY ANIMAL SHELTER IMPROVEMENT PLANS 416-2A: NORTH COUNTY ANIMAL SHELTER GRADING PLANS c. RIPPING AREAS THAT WILL NOT 2. CONDITIONING THE SOILS SO THAT BREAK UP USING ITEMS a OR b ABOVE. PLANNING DEPARTMENT APPROVAL "AS BUILT" IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SATURATED SEED BED. SOIL MOISTURE TO PROVIDE A DAMP BUT NOT b. THE ADDITION OF SOIL AMEND MENTS, PH ADJUSTMENT, LEACHING COVERING BLE CONDITIONS FOR GROWTH. SALINE SOILS TO PROVIDED VIA HYDROSEEDED AREAS SHALL BE MAIN THE THE PROJECT IS PERMANEN HYDROSEEDING IS THE THE PERMA COMPLETED AND ALL BONDS RELEASE TAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TLY LANDSCAPED OR, FOR AREAS WHERE NENT LANDSCAPING, UNTIL THE PROJECT IS D, --"''II - IMPORTANT NOTICE Section 4216 of the Government ~II ----h11 .. --= FUSCOE Code requires that a Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert I.D. Number Call Underground Sef\lice Alert at 8-1-1 _t}k, ~- GREGO W. REGISTRA TIO I N G I N I I I I N G 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° lax 858.597.0335 www.fvscos.com ENGINEER OF WORK • /? i!J W, /J~IZ /20 ~NG,RCE DATE , NO. 68075, EXP. 0 -30-11 -~,.D~ (SIGNED DATE: I\/ 1, /ro PLANNING DIRECTOR _clwt_~ RCE EXP, DATE DATE( l-/16 jtO REVIEWED BY: RECOMJ.IENDED BY: V>u l~-'-(PRINT NAME) INSPECTOR DATE I SH1ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: PALOMAR AIRPORT COMMONS PALOMAR AIRPORT ROAD AT EL CAMINO REAL TEMPORARY STOCKPILE ~::I~~• VAN PESKI _d,/zzj&_ Sic IORCIVIL ENGINEERPE41204 EXPIRES 3131111 DATE OWNBY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 0f!!d REVISION DESCRIPTION PD 10-01 468-5A ENGINEER OF WORK OTHER APPROVAL C1TY APPROVAL RVWDBY: s:~ ! I " i i I ,, :255 '\ TElPOR! I'\- - - JCKPI ---ROPOSED RY ST " ' ' -- I 260 --~-- ! ' ------ --·--:-------------- -- ' - t -- ' i-------- ' I -- ' e --------- i ' ' ' --r----' ' ---------J ----- i ' ' I ! ------------- i .S.E. I f' a 261.p -z_ ---EXISTING GJr,A,J)£ __ 100 = 2.0 c~s I -------- -- ! 40' ' I ' ' -----t- --------- ----- ' I ' I ------,-- i i I 100 = ' .40 F S -------J ' , __ -----+ --~----~-:---: __ ----------------------- -------I ' i SECTI N B-3 ----------.:: I--------- ! 2P" 20' I--------+-- ' ---------I------- I ' I ~-- I I I 265 -' l I ti .S.E. , 261.4 -------~ 1 100 -1t54.& jFS --------- ' =rF S ~ 1--------' 100----:· --- 'I, ~ ' -j ----- --~/ ' ', ' . .,, 260 ~-" ' i . ! ----.. --1--i--------I --------r-------- i _ SECTIC )!_A_. I\_ ' --------I ---------,---r----r-- ------------------ 21)' ___ T _____ 20' -1 ' EXISTING DRAINAGE CHANNEL CROSS SECTIONS SCALE: 1" = 10' i " ------- -iEXIS ING G ADE LJ'~----~ ---r I I ' ' -----I I i ' ! i ! ' I 40' ' ,---r ' ---------------- ~-- ~-X!ST!NG GRADE ~-- / r -- / i-._ __ ....... -..._;---------- / -.... - r----- I PROP r----Ii ' 40' ' I / V / I/ -- ~ PRO OSED ---- V 7 1----- i------------ OSED 'EMPO TEMPORARY STOCKPILE PLAN 265 --- TEMP( RARY STOCK PILE ►► ------ 126() - -------- ---------- - __ ___2_65 ------------ ------------- -----. 260 ARY STOCKPILE - SCALE: 1" = 50' EASEMENTS OF RECORD NUMBER PURPOSE GEOTECHNICAL NOTES: 1. GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ALL SOURCES OF IMPORT MATERIAL PRIOR TO IMPORT AND PLACEMENT. 2. AREAS TO RECEIVE THE TEMPORARY STOCKPILES SHOULD BE CLEARED OF TRASH, DEBRIS, VEGETATION AND OTHER DELETERIOUS MATERIAL. 3. IMPORT MATERIALS TO BE BE PLACED WITHIN THE STOCKPILES IN HORIZONTAL LIFTS THAT DO NOT EXCEED 12-INCHES IN THICKNESS. 4. TRACK WALK THE FACE OF THE SLOPES. OWNER DOCUMENT REC.DATE 50' 25' 0 100· 150' I ~-~J----1 -_ --~--!-'---+----------------------+-----------------+--------+----------< GRAPHIC SCALE IN FEET 1---11 1/ !ID. PIPELINE/ INCIDENTAL BUENA SANITATION DISTRICT 138512 / 001287 ,,· ~ 1--~-+----------------------+-----------------+--/,,c::,:.tr _._._._filL .. PUBLIC UTILITIES/ INCIDENTAL I J't :·,,,;-, ' ,/jg . __ \ HIGHWAY/ DRAINAGE/ INCIDENTAL ''I'-"· l 1 ,; ,-~,-..-'--7t---------------------+-----------------+r-li'.:• tr · ff}\< ;,PUBLIC UTILITIES/ INGRESS/ EGRESS/ INCIDENTAL .\'• -\:{ ,,, ,.,,,fl]'_/;, ·;PUBLIC UTILITIES/ INGRESS/ EGRESS/ INCIDENTAL -, <f,_, )>-"• -:.·:-·, .. ,1tait,, I ·:.,-,_~~:, ·•'-· :.: , ' DRAINAGE/ INCIDENTAL . -:,.'!•-;:;, ,: '1m;:,? SLOPE CONSTRUCTION/ INCIDENTAL 1• '' ,, ·, " . ",-,·,,,,c '-'' @ STREET/ PUBLIC UTILITY/ INCIDENTAL SAN DIEGO GAS & ELECTRIC 165831 COUNTY OF SAN DIEGO 75-275667 SAN DIEGO GAS & ELECTRIC 84-244349 - SAN DIEGO GAS & ELECTRIC 86-003913 CITY OF CARLSBAD 1992-0443329 CITY OF CARLSBAD 1992-0443332 CITY OF CARLSBAD 1992-0443333 ~ WATERLINE/ INCIDENTAL CARLSBAD MUNICIPAL WATER DISTRICT 2004--0174134 I ,---------------- ! i FUSCOE :---~---------------------------------- I I I I I I e 6390 Greenwich Drive, Suite 170 San Diego, California 92 l 22 tel 858.554.1500 • fax 858.597.0335 www.fuscoe.com j___ ____ -------------------------- 07-31-1964 / 01-05-1965 10-14-1966 10-07-1975 06-28-1984 01-06-1986 07-15-1992 07-15-1992 07-15-1992 03-03-2004 ! SHEET I 2 j_ ---- RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ----(' 1'1''1 () 11' ('\~(I '--:H i\ I 1 : SHEETS " , 2 ENGINEERING DEPARTMENT ' - ! GRADING PLANS FOR: PALOMAR AIRPORT COMMONS PALOMAR AIRPORT ROAD AT EL CAMINO REAL TEMPORARY STOCKPILE ENGINEER OF WORK , ----~----------------------+!----------+ ---+--- APFJJ,l:Dy _-z./h, z1)l v~~:E~KI -- /Ja~W-~~--GREGo, W NG. RCE U REGISTRA TIO NO. 68075, EXP. 06-30-11 L-z/9/LP DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL I OTHER APPROVAL ! : S~~IVIL ENGINEER PE 41204 EXPIRES 3/31/11 1Z-ft¢0 DATE DATE Cl1Y APPROVAL : DWN BY: -~-I PROJECT NO. CHKD BY: 'ii"~-: PD 10-01 RVWDBY: $'~ j : DRAWING NO. 468-5A