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2003-1442 G (Plans) GRADING NOTES: EROSION CONTROL; HYDROSEED A • 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN DANIEL MCROSKEY AT 760 - 438 -5503 (PHONE) AND APPLICATION RATES SHALL BE A IMX OF ALL OF THE FOLLOWING: La CONSTRUCTION STANDARDS OF THE CITY OF ENCiNITAS AND THE SAN DIEGO 1. ZORRO FESCUE 20 LBS. PER ACRE. a F � AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 2. ROSE CLOVER, 20 L8S PER ACRE. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON REQUEST FOR INSPECTION. OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION 3. AMMONiUM PHOSPHATE SULPHATE (16 -20 -0) WITH 1570 SULPHUR, SLOW 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. RELEASE 1000 LBS. PER ACRE.r: LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR 3 • DEICES SHOWN PLANTS SHALL NOT MOVED 4. WOOD FiBER MULCH, 2000 IBS. PER ACRE. THESE SHALL BE REQUIRED IN CONJUNCTION WiTH IMPROVEMENT PLANS. THE APPROVAL OF THE ENGINEERING INSPECTOR. PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 4. THE SHALL RESTORE ALL EROSION CONTROL OEViCES TO 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS �. 3. WRi1TEN SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF ~ RiD(;f 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH APPLICATION SHOULD NOT BE AS SUCH TO CAUSE EROSION -AND NO RUNOFF PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING RUN OFF PRODUCING RAINFALL SHOULD OCCUR. DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL l 6. ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SiTE IN UNBROKEN EXISTING PRIOR TO GRADING. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN BAGS. FERTIUZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH REQUIRED BY STATE REGULATIONS. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED MAY ARISE. AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 7• THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX 5 NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED SURVEYOR. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED FOR THIS PROCESS. 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL WATERS CREATE A HAZARDOUS CONDITION. SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED N CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH GRADING PLAN SHALL BE INCORPORATED HEREON. STORMWATER POLLUTION CONTROL BMP NOTES STANDARDS, LAWS AND REGULATIONS. VICINITY MAP 7. GRADING AND EQUIPMENT OPERATING W" ONE -HALF (i/2) MU OF 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY RELATIVE TO CONSTRUCTION ACTIVITIES A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SCALE THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT 0 CIE it �11 AND CITY RECOGNIZED HOLIDAYS. THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAiN S. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4071;). SILT AND OTHER • CONTRACTOR SHALL ESTABLISiH AND ME AN ADMATELY SIZED CONCRETE WASHOUT AREA TO CON TAIHH DEBRIS SHAD_ BE REMOVED AFTER EACH RAINFALL AN WASHOUT WASTES ON SITE IT IS ILLEGAL To WASH CONMEIE, SLURRY, MORTAR, STUCCO, PLASTER D MEETING HAS BEEN MELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: THE LIKE INTO THE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING W ATER. CONTR ACTOR SHALL LEGAL DESCRIPTION QMM&ERMIME. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONTRACTOR AND PERMiTTEE. THE PREGRADE MEETING SHALL BE SCHEDULED EFFECTIVE COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO !7E Ate WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW LOT 10 MAP 12882 DANIEL MCROWSKEY 9. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY INSTALLED IN ACCORDANCE WiTH SECTION 35.023 OF THE EROSION AND • A STABILIZED CONSIRUCIION SnE ACCESS SHALL eE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO 3475 LILAC SUMMIT PROPOSED CONSTRUCTION SiTE WITHIN THIS PROJECT THE DEVELOPER SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT PREVENT TRACKING DIRT OFF SITE. THIS SHALL DICLUDE USING MATERIAL SUCH AS GRAVEL AND /OR ENCINITAS. CA 92024 SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR OF CONSERVATION. CORRUGATED STEEL PANEi.S/PuTES. THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONSWINew VON= SITE ADDRESS. CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH N 011 FI CAIN ON S: • A SPECIFIC AREA AWAY FWN GUTTERS NO SiORMDRAN SHE K DESI MATED FOR CONSTRUCTION REGARDS TO THE HAULING OPERATION. VEHICLES PARKING, Vi3HiCl.E RH>:t1ELllIG, AND ROUTINE EQUIPMENT MAINTENANCE ALL MANOR REPAIRS 3475 LILAC SUMMIT 264- 091 -33 -00 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND SHALL HE MADE OFF -STE• ENCINITAS, CA 92024 BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF �I Comm SECURITY. AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO GRADING UNDER PERMIT NO. 5518 -G HAS BEEN PERFORMED IN SUBSTANTIAL EXISTING UTILITIES EXCEPT AS SHOWN ON THiS PLAN, HOWEVER: ' oONTRCL MAST EROSIVE SLOPED SURFACES ESPECIALLY SURFACES SUCH AS BIT" CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE SHALL L PROTE ' EROSION QUATE GROUND COVV INS T ALLING EROSI RESISTANT CONTRO EARTHWORK QUANTITIES: L MATS, ADEI =RR VEGETATION, AND BONDED FBER MATRIX. ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE THE CONTRACTOR iS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO DATE AND SIGNATURE OF THE CIVIL GRADING L ENGINEER WHO CERTIFIES SUCH PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK • No EXCAVATM AM ACTIVITIES ARE ALLOWED oURHNG YET WEATHER. CUT: 225 CUBIC YARDS GRADING OPERATIONS. SiTE. iT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 11. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, * CO N T RACT OR SHAL P � � CONSTRUC TO CHAS IRNOFF AERMAO T CONTRACTOR SHALL PROTECT CHANNELS AGMNST EROSION USING PERMANENT AND TEMPORARY EROSION ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONTROL MEASURES EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFiLLS AND COMMENCEMENT OF WORK: EXPORT: 0 CUBIC YARDS • CO E ENS PH ES VEGETATION AVO ONLY WHE RY RE NECESSARY. LARGE PROJECTS SHALL E COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDUCTED M PHASES TO AVM UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMITI PURPOSES COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY ONLY. CALCULATED ON A THEORETICAL BASIS. ACTUAL AND TESTS WERE MADE BY HIM OR UNDER HiS SUPERVISION AND THAT IN COMPANY: V i F ERO SION t ON PLANTED SLOPES OR WHEW �� NOT IMMEDIATELY PLANNED OONIRLL PURPOSES EROSION SHALL BE PREVENTED BY QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). HIS OPINION, ALL EMBANKMENTS AND EXCAVATI WERE CONSTRUCTED IN PUNNING FAST- GROMNNG ANWAL AND PERENNIAL GRASSES TO SHED Aid BW THE SOL.. ALL ACC EMB EMBANKMENTS AND EXCAVATIONS n ARE SUITABLE S FOR R LS REPORTS AND THEIR INTENDED USE. CARDIFF SANITARY DISTRICT (800) 422 -4133 ,�rENT vEC;ETrATiaN As Sooty As POSSIBLE, ONCE EXCAVATION AND GitADNrG Acmnies REFERENCE DRAWINGS: PLANT CONTRACTOR 12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SAN DIEGO GAS � ELECTRIC (800) 422 -4133 * PROVIDE POSITIVE DRAINAGE AND PREVENT PODDING OF WATER. HE SHALL WATER USAGE FOR DUST CONTROL SHALL � CITY OF ENCINITAS IMPROVEMENT PLAN NO. TM SS -1N33, 0549 -R & CS144 OLNENHAiN MUNICIPAL WATER DISTRICT 753 -6466 CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 61mm amwxm wimm 910tm CITY OF ENCINITAS GRADING PLAN NO. 4778 -G TO FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO PACIFIC BELL (800) - 422 -4133 PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS O STORED MATERIALS SHALL BE CONTANED N A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN DIMENSION CABLE (800) 422 -4133 CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR LEGEND: SYMBOL NVSTALLED. SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL SiDRED ON -SITE 13. ALL AREAS TO BE F1LLEO SHALL BE PREPARED TO BE FILLED AND 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS • ELIMINATE OR F91IUCE POLLUTION OF STORM IM FORM STOQKPLES KEPT OM-SIX SiOQ( MAY FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. PHONE: (760) INCLUDE SOIL. PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE PROPERTY UNE - - - ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED 633 -2770 LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS MID STORMDRAN NLETS. STOCKPILES SHALL A TEMPORARY BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE K COVERED OR PROTE WITH SOIL STAINLIZA1tON MEASURES MIND PROVIDED WTHI SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EXISTING CONTOUR ' PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM BENEFIT OF INSPECTION WiLL BE SUBJECT TO REJECTION AND REMOVAL CONTRACTORS EMPLOYEES WHO PEizFORMI CONSTRUCTION N THE CITY OF ENC1f14TAS SHALL K DAYLIGHT UNE OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TRN*1) M DE FAMILIAR WiTH THE CiTY OF ENCINITAS STORMWATER POLLUTION CONTROL PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON STE THE WiTH SPECIFICATIONS. PROPERTY OWNE(S) AND THE PRINCE CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWAim CUT SLOPE (2:1 MAX.) RESPONSIBILITIES 14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE�� AND THEIR OWN co TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES FILL SLOPE (2:1 MAX.) OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND STATEMENT OF ENGINEER OF WORK TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT * CCNRACTOR SHALL BE t43PONSW FOR PROIC'MY OF ALL WASiE AND UNUSED ch CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE (MOUND *fERE WATER FINISH CONTOUR 108 N AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IN STRICTLY PROHIBITED. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ch 8E REMOVED AND DISPOSED OF. THE TOE AND TOP ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND • NO SEEPAGE FROM DUMPSTERS SHALL K DISCHARGED MOO STORMWATER. BERMS/WES SHALL BE SILT FENCE BECOME LOOSENED SHALL OF ALL SLOPES SHALL LL ROUNDED D ACCORDANCE WITH THE GRADING PRACTICED OF THE ENGINEER'S TRADE OF PROFESSION. THE ENGINEER FURTHER PLACED MOUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH FREQUENiLY FOR LEAKS DUMPSTER LDS SHALL "AN CLOSED AT ALL TIMES DUMPSTERS WITHOUT 1NE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE LDS SHALL K PLACED WNTW STRUCTURES " IMPERVIOUS ROOFING OR COQ NTH H TARPS N EX. BROW DITCH � o ORDINANCE. 15. ALL TREES. BRUSH. GRASS, AND OTHER OBJECTIONABLE MATERIAL ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY ORDER TO AVOID RAN CONTACT WITH ANY TRASH MATERIAL N vs SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED • MANY CONSTRUCTION MATERIALS, MICLUDNG SOLVENTS, WATER-BASE PANT% VEHICLE FLUES, BROKI71 � BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED BY THE ENGINEER IS LOT A DETERMINATION BY THE CiTY OF ENCINITAS OF THE ASPHALT NO CONCRETE, WOW, AM CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE SOILS ENGINEERS STATEMENT; WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR EE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE THEREFORE DOES NOT RELETVETHE ENGINEER OF RESPONSIBILITY FOR THE PLANS FREE (8 00) 714- 1196. FOR INFORMAnoN ON LMNdFIL 1 � HAZARDOUS ANDFI CALL THE HAZARDOUS WATER ALLUDE TOLL HiR ( 8LS AND TO ORDER DUMPSTERS CALL EDCO AT I, �D�.C.� � ��64: / A REGISTERED SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO (760) 436 - 4151. CIViL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING o SUCH MATERIAL. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCiNITAS AND ITS OFFICERS, 'J UPDATE INSPECTION / INVESTIGATION FOR AGENTS BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT E>posED TRA AND RECYCLING 16. THE SOILS REPORT TITLED � AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING I�TACLES AND E � SITE OFF A SAMPLING AND STUDY OF THE SOS CONDITIONS PREVALENT WITHIN THiS PROPOSED HORSE CORRAL SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF COMPACTION ENGINEERING, INC. DATED APRIL 15 2003. AND HiS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE • PORTABLE TOILETS Must K IN GOOD WORKING ORDER AND aHEacED FREQU9MY FOR LEAKS. �9eTIA 7 -L MT AND APRIL 15, 2003. . ONE COMPLETE COPY PREPARED Ely COMPACTION SUCH AGENCY AND EMPLOYMENT AND ARISING OUT THE WORK PERFORMED CONTRAC70R SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, FROM STORMORAN INLETS ON PERVIOUS SURFACES. P.O. BOX 302002 ESCONDIDO, CA 92030. N r BY THE ENGINEER. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, w PHONE: (760)480 - 1116 - • ALL OONSTRUC!" oEaRrs SHALL HIE KEPT AWAY FROM THE STREET, GUTTER. AND STORMORAN. I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED to SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING AWAY FROM CONSTRUCTION SiTE- IN THE GRADING PLANS AND SPECIFICATIONS. SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND DATE: 11- Ot_ 03 U SPECIFICATIONS CONTAINED IN SAID REPORT. KAMAL S EIS R.C.E. 48592 OWNER'S CERTIFICATE vp ��11i0 �4� EXP. 6/30/04 �•I► 1` kf AjT N011M Q ROf ESS/p I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST SIGNED' -.� " fit �. p I �� w K & S ENGINEERING SECTION 4215 /4217 OF THE GOVERNMENT ����0 �� S. s� 14 HA S BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTMTY G .E. NO.: W ,� /0>• /6 ex3 �, Ilu CODE REQUIRES A DIG ALERT IDENTIFICATION COMPANY: K&S ENGIN EERING .� l AN ADVISE ON E )COMPACTION AND STABILITY OF THE SITE. � = EXPIRATION DATE: a � � z TO Planning Engineering Surveying NUMBER BE ISSUED BEFORE A ADDRESS: 7801 MiSSiON CENTER COURT, r^ 'PERMIT TO EXCAVATE" WILL BE VALID. SUITE 100, SAN DIEGO, CA. 92108 Y No. 48592 �Z�, fib .� �'�'�f cn PER YOUR DIG ALERT I.D. NUMBER CALL PHONE: (619) 296 -5565 4r °XP 6/30/04 �F / - its (619) 7r Vmm C6ft Cwrt Wte 200 UNDERGROUND SERVICE ALERT JOB NO.: 03 -074 `Jl,� C 2131 MCROWSKEY �' SIMPLIFIED GRAD o�s� Sal Diego Ca. 91108 TWO WORKING DAYS BEFORE YOU DIG OF PALOMAR AIRPOR ROAD, CARLSBAD, CA 92009 REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED RAW K APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. z DESCRPTiON: COUNTY BENCH MARK 140. REVIEWED BY: PLANS PREPARRE NDER SUPERVISION OF: RECOMMENED APPR GRADING AND EROSION CONTROL PLAN FOR: 3475 LILAC SUMMIT, ENCINITAS CA. 92024 ir N A OC 0073 -CHIS. SO IN TOP OF ��,, a Uj HEADWALL HORIZONTAL N/A Dp• T�`�` �" DATE /� -o �- � � �: SVL C a CAMM DEL NoMOM t "�'� • 48592 �� �� WILDFLOWER ESTATES LOT 10 1 44.2- - G z Jk RANCHO SANTA FE VERTICAL ERTICVERTICAL ROAD. c / R.C.E. NO. OATS DATE: / _ 0 3 , RECORD J tso %UMAL Co�1m MAL EIS : cn Qa 119.476 U. G.S. DATE EXP. -� SHEET 1 o f 2 Y r APN# 264 - 540}03 -000 I \ _ APN# 264 -540-02 1 \ 477.00' 4036E ._ t ' ' ' - - . -- I \v o a ti / P 0 390.4 �, ' OLIVENHAIN MUNICIPAL WATER DI SIMI CD '' REC. 1- 31 -62, AS DOC NO. 18553 n �,� OPEN SPACE EASEMENT MAP 12862 ( STABILIZED \ \ �\ �� ` \ \ -� I PIRIOR TO HYDROSEED EXIST. 10' PER WING \ \ W. 4778 -G. __---- . -_- = = -` \\ \ \���' \ r 0,�� \\ \ \\\ \ `♦ FOR EROSION CONTROL ON SLOPE LESS THAN -5% APPLY: WOOD MULCHING I Lr LLJ LLJ 100 1 LL_ -- 2 \ • .'� ` / \ ` cb E f- C4 LLJ • \ .O N J \ \ • 3 41.5 ! 3� 3 -f - -\ \ `� / p 5 SILT \ ADD S \, F � PAD 34 2 7 \ '\ Z 349. .. ,� L NG BROW DIT NOTE 0 T1\ ,� \� / •`� ��,,� W NO GRADING SHALL OCCUR ° 4 \ ON SLOPE WITH A NATURAL \\ 342, �kZ \�, �� GRADIENT OF 259 OR MORE 4 _ GRAPHIC SCALE EXIST. OPEN SPA EASEMENT PER MAP 12m ,c) 1 I' Di )!�' ( ) A� r I dch 20 !k `�. 340.75 / m Go C) 8 HORSE FOOTING \ I (SAND /D.G.) PROPOSED \ Conc. OPEN SPAN BENEFIT / PER MAP 12882 0 c En FINISH GRADE \ SHOWN ON PLAN \ �, K &S ENGINEERING Planning Engineering Surveying lFz:ilr!Trr- Conc. I \ • No. +8592 A \ \ I \ * R CN � " ( 619) 296 -5565 7891 Wssim Center Court, Sure 200 Sm Diego Ca 92108 GROUND COVER DETAIL �\ i \ �,, cn 2 2. W PRIVATE ROAD EASuuE�NT PER \ cn N .T. S. Dac 1994- 0,6i94a REC. „- • S I M P L I F I E D GRADING S 33 .5 �' 92 .43 ` � p REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESI N ^ I DRAWN J CHECKED APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. I>ESCRIPTION COUNTY BENCH MARK NO. PLANS PREP UNDER SUPERVISION OF: RECOMMENED APPR D GRADING AND EROSION CONTROL PLAN FOR: 3475 ULAC SUMMIT, ENCINITAS CA. 92024 OC 0073 -CHIS. SO 01 TOP OF HEADWALL HORIZONTAL.• T " =20' DATE : / _ -O �= O 3 1 4 42 — Cs z LOCA S. CORNER EL CAMINO DEL NORTE WILDFLOWER ESTATES LOT 10 48592 � ac RANCHO SANTA FE ROAD. ��� N �: — ( - WEIS R.C.E. NO. ��. DATE: v� Uj RECORD FROM: C.S. VERTICAL CONTROL EXP. 06 -30 -2004 WORK PROJECT No. 03 -075 MAP NO. 12882 SHEET 2 OF 2 I x 119.476 : USC. ! G.S.