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2009-10357 SG (Plans) N W � a Q RIGHT OF WAY NOTE B. N077FlCATIONS STORMWATER POLLU770N CONTROL BMP NOTES (PART A) RELA77VE TO CONSTRUCTION ACHVI17ES OWNER. LONE ✓CAK RANCH L.P. � N ✓EFFERY J. MOSES Ld O OWNER IS TO OBTAIN A CONSTRUC77ON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. THE EXISTENCE AND LOCA77ON OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS CONCRETE WASHOUT L` HOURS PR/OR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT!N WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 7668 EL CAMINO REAL r - SITE ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONS1817ZITY OF THE EXISRNG U17LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE #104-502 0 OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AI THE WORK CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE !T IS CARLSBAD, CA 92009 Q LONE < m ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWAIF? CONVEYANCE SYSTEM OR ANY < a SITE IT IS IRE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LITYS OR RECEIVING WRIER. CONTRACTOR SHALL POST A SIGN DESIGNARNG THE WASHOUT LOCARON. PHONE. 858-442-1551 0 0 DRAINAGE NO 7E STRUCTURES PR/OR TO ANY EXCAVATION, FOR VERIFICA77ON AND LOCA77ON OF U77LI77ES AND NOTIFICATION OF U pEL COMMENCEMENT OF WORK. N CONS7RUCRON SIZE ACCESS PROJECT ADDRESS 3485 LONE JACK ROAD z O NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 70 A. SEWERS - CSD - (760)-633-2770 a TF DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN ENCINITAS BLVD � B. GAS & ELECTRIC - SOGE - (760)-438-6200 A STABILIZED CONS7RUCTION S17F ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. APN. 264-020-11 RgNC APPROVED DRAINAGE FACILITY. C. WATER -OL/ VFAI144`AJ -1x/7{ THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED S7EEL PANELS/PLA7ES. FE ROAD O SANTq �? 'lit 57n,ec.� C7(co) 75 3 - (o�(o� D. 7ELEPHONE - SBC HELL - (760/-489-3411 URL/TY NOTE. LEGAL DESCRIPTON.• � E. CABLE TV - COX COMMUNICARONS-(760)-806-9809 X-2233 CONS7RUC770N VEHICLES 5 A PARCEL 1 OF PM 3765 ALL U17LITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. W 2 CONTRACTOR SHALL IV077FY THE CITY ENGINEERS OFF/CE 48 HOURS PRIOR TO BEGINNING ANY WORK ON A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONS7RUC77ON VEHICLES PARKING VEHICLE REFUELING, WORK TO BE DONE THIS PROJECT. PHONE- (760)-633-2770. AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE SANTA FE AVE Q W A. GENERAL J. THE CONIRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR 1NSPEC770N. PHONE- (760)- 633-2770. EROSION CONTROL Q ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC77ON WILL BE SUBJECT TO REJEC77ON AND REMOVAL. OWNERS CER77FICA7E 1. ALL WORK SHALL BE DONE !N ACCORDANCE lMTH THESE PLANS, THE STANDARD SPEC/F/CATIONS EROS/ON CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROS/ON FOR PUBLIC WORKS CONS7RUC770N, THE DESIGN CONS7RUCTION STANDARDS OF 771E CITY OF BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONIROL MATS, ADEQUATE GROUND COVER VEGE7ARON, AND BONDED FIBER VICINITY MAP ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS MA7RIX. I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR R REVISIONS C. EROSION CON7ROL BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC7714TY AND ADVISE NTS NO EXCAVA7ON AND GRADING AC77VI77ES ARE ALLOWED DURING WET WEATHER. ON THE COMPAC7ON AN STABILITY OF THE SITE. 2 771E SOILS LETTER TITLED GE07ECHNlCAL RECONNAISSANCE FOR PLAN REVIEW° PREPARED BY I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ✓EFFERY J. MOSES AT (858) 442-1551, 24 HOURS1�1 DIVERSION DIKES SHALL BE CONS7RUC7£D TO CHANNEL RUNOFF AROUND THE CONS7RUC77ON S17F CONTRACTOR SHALL PROTECT CHANNELS DATE. ____ _______ - W. LEE VANDERHURST DATED 1-29-11, AND UPDATE DA TED 8-16-11, PROJECT)/ 11-102 SHALL BE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE A T ALL 77MES DURING 771E AGA/71ST EROS/ON USING PERMANENT AND TEMPORARY EROS/ON CONTROL MEASURES Qq CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S17F ON WITH 771E RECOMMENDA17ONS AND SPECIFICA77ONS CONTAINED IN SAID REPORT. OCTOBER 1. AT CONVENIENT LOCA TONS TO FACILITATE RAPID C0NS7RUC77ON OF 7EMPORARY DEVICES WHEN RAIN REMOVE EXISRNG VEGETAIION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID IS IMMINENT. UNNECESSARY REMOVAL OF THE NA7URAL GROUND COVER. DO NOT REMOVE ]PEES OR SHRUBS UNNECESSARIL Y,• THEY HELP DECREASE SIGNA7URE•_ _ J. APPROVAL OF THIS PLAN DOES NOT CONS77TUTF APPROVAL OF SIZES, LOCA77ON AND TYPE OF EROSION. ✓ F RY ✓. M SES DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN S7REET RIGHT-OF-WAYS. SEPARATE APPROVALS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNC77ON WITH IMPROVEMENT PLANS ENGINEERING INSPECTOR. TEMPORARY VEGETA17ON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUC77ON IS NOT IMMED/A7FLY PLANNED FOR EROSION CONTROL 4. WR177FN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. 4. 771E CONTRACTOR SHALL RESTORE ALL EROS/ON CONTROL DEVICES 70 WORKING ORDER TO THE SA 775FAC770N PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SOILS ENGINEERS CER77FICATE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77ONS REQUIRED TO PROTECT ADJACENT OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. PLANT PERMANENT VEGETA77ON AS SOON AS POSSIBLE, ONCE EXCAVA7ON AND GRADING ACTINIDES ARE COMPLETE /, W. LEE VANDERHURST, A REGISTERED CIVIL ENGINEER IN THE STA7E OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE PROPERTIES DURING GRADING OPERA TONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A FIELD SITE WALK OF THE SOIL COND177ONS PREVALENT WHIN OR REPAIRED TO COND177ON EXISRNG PRIOR TO GRADING. 5. THE CONTRACTOR SHALL INSTALL ADD/RONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE WATER USAGE FOR DUST CONTROL SHALL BE MINIM/ZED. THIS S17F WAS MADE BY ME OR UNDER MY DIRECTION ON 1-29-2010 AND FOR AN UPDA 7E ON 8-16-2011. ONE COMPLETE COPY CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA TON OR UNFORESEEN CIRCUMSTANCES WHICH MAY AR/SE. ON-SITE CONS 7RUC7/ON MATERIAL STORAGE OF THE SOILS LET7FR COMPILED FROM THIS STUDY, WITH MY CONCLUSIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE 6. THE D REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RECOMMENDA77ONS INCLUDED IN EVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS CITY ENGINEER. FURTHERMORE, l HAVE R 6. 7H� CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAURONS TO PREVENT PUBLIC DIS17JRBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 7RESPASS ONTO AREAS WHEN IMPOUNDED WA7ERS CREATE A HAZARDOUS CONDl770N. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE THE SOILS LETTER FOR THIS ROJECT HAVE BEEN INCORPORATED IN THE GRADING PLAP'S AND SPEC/FICATONS ENGINEER OR A LICENSED LAND SURVEYOR. PRODUCTS WHERE WY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED ON-517E 1101D.-LP 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING HEREON. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA7E AND FEDERAL ELIMINATE OR REDUCE POLLU77ON OF STORMWATER FROM STOCKPILES KEPT ON-SITE STOCKPILES MAY INCLUDE SOIL, PARING MA7ERIALS, CEG NO.:_llz_l------------------------------- SAFETY AND HEALTH STANDARDS, LAWS AND REGULA TONS ' " 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 171E ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKP/LES SHALL BE LOCATED AWAY FROM CONCENIRA7E0 TORMWAIER S70RMWA7FR FLOWS AND ' I 7'. ` CONCLUSION OF EACH WORK DAY. STORMDRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY EXP. DATE.•__+�1�wt ______ ___________________ 8. GRADING AND EQUIPMENT OPERA77NG WITHIN ONE-HALF (1 12) MILE OF A STRUCTURE FOR HUMAN SEDIMENT BARRIER AROUND THE PERIMETER AT ALL 77MES OCCUPANCY SHALL NOT BE CONDUCIED BETWEEN 7HF HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN JOB 11-102 • _ SAIURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (417). SILT AND OTHER DEBRIS SHALL TRAINING BE REMOVED AFTER EACH RAINFALL. Company W LEE VANDERHURST ENGINEERING GEOLOGY, LLC 9. NO GRADING OPERA77ONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD CON7RACTORS' EMPLOYEES WHO PERFORM CONSTRUC77ON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF Address 10535 V/ACHA DRIVE, SAN DIEGO, CA 92124 ONSITE Wl7H THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, ENCINITAS STORMWAIER POLLU17ON CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON S/7F. THE Phone 858-531-7729 GRADING CON7RACTOR AND PERMITTEE. THE PREGRADE MEE7NG SHALL BE SCHEDULED WITH THE CITY PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACIORS ABOUT STORMWA7ER REQUIREMENTS AND THEIR OWN AT LEAST 48 HOURS IN ADVANCE BY CALLING (619)'633-2770. SAN DIEGUITO WATER D/S7RICT NOTE S: RESPONSIBILIRES 10. PRIOR TO HAULING DIRT OR CONSTRUC77ON MATERIALS TO ANY PROPOSED CONSTRUC77ON SITE 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS777U7F A REPRESENTATION AS TO WAS7E MANAGEMENT STATEMENT OF ENGINEER OF WORK Wl1HlN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY THE ACCURACY OF 771E LOCA RON OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND U77LIIY ENGINEER FOR 771E PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDIRONS PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUC77ON MATERIALS DUMPING OF UNUSED THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 771E GENERALLY AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA TON. OR WASI£ PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 771E CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2. ALL EXISRNG FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING ACCEPTED STANDARDS AND PRAC77CFS OF THE ENGINEERS TRADE OR PROFESS/ON. THE ENGINEER FURTHER AGREES THAT THE 11. UPON FINAL COMPLETON OF THE WORK UNDER 771E GRAID/NG PERMIT BUT PRIOR TO FINAL WORK PERFORMED HEREIN SHALL BE !N ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO OR PROPOSED CONNECRON SHALL BE FIELD VERIFIED. ALL EXISRNG OR PROPOSED UTILITY CROSSINGS NO SEEPAGE FROM DUMPS7ER SHALL BE DISCHARGED INTO STORMWA7ER. BEANS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE THE EX7ENT 171A THE ENGINEER CON7ROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICA77ON SHALL BE WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND NA7URAL STORM RUNOFF. DUMPSI7ES SHALL BE CHECKED FREQUEN7LY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED AT ALL RUES. PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENRTY FOR THE PLANS PREPARED BY THE ENGINEER IS PROVIDED STATING. "THE GRADING UNDER PERMIT NO IOJ57SG HAS BEEN PERFORMED IN SEWER TO CROSS UNDER WA7FR MAINS UNLESS GIVEN WRIT7EN PERMISSION BY SAN DIEGUITO WATER DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID NOT A DETERMINA77ON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF 771E PLANS OR DESIGN AND SUBSTAN77AL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED D157RICT RAIN CONTACT WITH ANY TRASH MATERIAL. AS-GRADED PLAN" /HIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE T THEREFORE DOES NOT RELIEVE THE ENGINEER AND HOLD AR LEY FOR THE PLANS CI DESIGN OF IMPROVEMENTS BASED 7NEREON. 771E ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND CIVIL ENGINEER WHO CER77FIES SUCH GRADING OPERATION. 3 CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST 70 GRADE ANY EXISTING WA7ER MANY CONS7RUCTION MATER/ALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL CLEARED VEGETA77ON CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN IO AN APPROPRIATE LANDFILL OR DISPOSED OF AS THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT 12. ALL GRADING SHALL BE INSPECTED AND 7ES7E0 BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AFFECTED WA7ER FACILITES MUST MEET CURRENT SAN DIEGUITO WATER D/S7RICT STANDARDS IF FACIL/DES DO HAZARDOUS WASTE FOR /NFORMATON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DIRECTION HE SHALL INSPECT AND 7EST THE EXCAVATON PLACEMENT AND COMPACTION OF FILLS NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. AND BACKFILLS AND COMPACTON OF 7RENCHES HE SHALL SUBMIT SO/LS REPORTS AS REQUIRED AND WILL DE7FRM/NE THE SUITABILITY OF ANY FILL MA7FR/AL. UPON COMPLETION OF GRADING 4. U77LITIES TO MAINTAIN MINIMUN 5-FEET SEPARATION WHEN PARALLELING WA 1£R SERVICES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE 7RASH CANS AND RECYCLING RECEPTACLES AROUND THE SIZE. BY DATE• �9 Q�pFESS/py4 OPERA BONS HE SHALL STAIF THAT OBSERVA BONS AND 7FSIS LURE MADE BY HIM OR UNDER HIS _____ __ 0 f SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR - SEW THEIR INTENDED USE. 5. MINIMUN HORIZONTAL SEPARATON OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY AN ✓. ANN AND ELECTRIC VAULTS CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES z 13. THE CON7RACTOR SHALL PROPERLY GRADE ALL EXCAV47ED SURFACES TO PROVDE POSITIVE OMEGA ENGINEERING CONSULTANTS No. 5o9ao DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER ALL CONSTRUCRON DEBRIS SHALL BE KEPT AWAY FROM 771E STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST ROURNELY CHECK AND 9577 GROSSMONI SUMMIT DRIVE Exp 9-30-13 } DAMAGE TO ADJOINING PROPERTES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL METERS MUST BE /N FRONT OF PARCEL THEY ARE SERVING CLEAN UP MATERIAL THAT MAY HAVE IRA VELED AWAY FROM CONSTRUC77ON SITE LA MESA, CA 91941 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 17ME AS PERMANENT FOR MORE INFORMATION ON STORMWATER POLLU77ON CON7ROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, (619) 741-9456 q7f OF C DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. RCE. 50940 CITY OF ENCINITAS AT (760) 633-2770. Expires 0913012013 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE Wl11 STANDARD SPECIFICARON. ALL VEGETABLE MATTER AND OB✓EC77ONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NA7URAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIRCA TONS ENVIRONMENTAL DATA 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 1) STEEPEST FX/SRNG NA IURAL SLOPE ON-S/7F = 1.5 Ol SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATON AND ENBANKMENTS SHALL BE 2) MAXIMUM VER77CAL DEPTH OF CUT = -_ SHAPED. PLANTED AND 7R/MMED AS DIREC70 BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND 3) MAXIMUM VER77CAL DEPTH OF FILL = 0' N/A ORDELY CONDIRON. ALL STONES, ROOTS AND OWR WASTER MATTER EXPOSED OR EXCAVATION OR 4) AVERAGE DEP7H OF CUT = _0 C. Y./0 S.f x 27 = _O FT EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 5) AVERAGE DEPTH OF FILL = _0 C. Y./ 0 SF. x 27 = _O_ FT U OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. EARTHWORK CUT = 0 C. Y. FILL = _0 C. Y. �qO ESS, 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJ£CRONABLE MATERIAL SHALL BE COLLECTED, PILED IMPORT = _0_ C. Y. OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT REMEDIAL = 0 C. Y. (_0' REMOVAL AND RECOMPACT UNDER AND 0 ' OUTS/DE OF PAVED AREAS) Fi n HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCARON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY UNAUTHORIZED FILL, IMPORT AND HISTORICAL GRADING = 2,650 c No, C06 Q ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. * EXP?. THERE IS NO EA RTHWORK ACTIVITIES ASSOCIATED WITH THIS PERMIT. THE SOIL THAT HAS BEEN IMPORT WILL REMAIN AS PLACED. /L PUBLIC WORKS PLANNING + BUILDING PARKS + RECREATION 0VVEIt1#VRAl WATER Dl r ENCINITAS FIRE PROTECTION DIST. PERMITS DR/CDP PERMIT NO. \ rn � N ��v�" Jr��? Q� SPECIAL USE PERMIT 710. N/A W v/mh '�" �L�e l/i / Z� �r ! �� �� (?20- 1 .7 1 7ENTA RVE MAP N0. N/A 'W BY. DATE. BY. DAIS BY DATE SIGN LURE P/RES 2 YEARS FROM GATE SIGNED DATE \ a REVISIONS APPROVED DA 7Z REFERENCES DA7E BENCH MARK SCALE SPECIAL DISTRICT BGNGNED BY BGN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION- CLSD-Dt2 POINT N0: 1010 PLANS PREPARED UNDER SUPERVISION OF RECOMM APPROVED GRADING PLAN FOR.-COCA DON: NORTHEAST CORNER OF VAULT IN 171E SOWWWST 3485 LONE JACK ROAD o OUADRANTOFtDYE✓ACKRD AMP DOU�ELL HORIZONTAL N/A DAIS 9 OWNER. LONE JACK RANCH, L.P. 10357-SG rter ^^ y RANCH ROAD IN SAN MARCOS(FD. 2.5'D/W) BY BY. ✓EFFERY J. MOSES V O n x�a R.C.E. 710. 50940 APN. 264-020-11 S_ RECORD FROM. aTY of ENCINITAS SURb£Y CavTRO[ NETIf K RRCAL N DATE.- '(� DATE: 9 Z 1 ^ EL£VARON.• 2oa16 DA 70M.- NA 4D 88 ANDREW J. 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