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1996-4730 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: LEGEND: DWG. No. SYMBOL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT____________ 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND PROPERTY LINE - STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN ___ED MARTINEZ________ AT __ 19 433 =3314 _ -_ (PHONE) STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING CONTOUR - ^ -2 70 AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN, HOWEVER: (2 THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON EXISTING ELEVATION - REQUEST FOR INSPECTION. OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING DAYLIGHT LINE _ �- 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS THE APPROVAL OF THE ENGINEERING INSPECTOR. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CUT /FILL LINE - -0-0 WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF WORK: THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH _ RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND CUT SLOPE (2:1 UNLESS OTHERWISE NOTED) 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY GRADING. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL COMPANY: - 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN FILL SLOPE (2:1 UNLESS OTHERWISE NOTED) PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION MAY ARISE. CARDIFF SANITARY DISTRICT (800) 422 -4133 FINISH CONTOUR - 108 EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SAN DIEGO GAS & ELECTRIC (800) 422 -4133 GRAVEL SAND BAGS (TWO HIGH) - 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED WATERS CREATE A HAZARDOUS CONDITION. OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 DRAINAGE PIPE - AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PACIFIC BELL (800) 422 -4133 SURVEYOR. GRADING PLAN SHALL BE INCORPORATED HEREON. DIMENSION CABLE (800) 422 -4133 CATCH BASIN (12 "X12 ") 12 "X12" 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT PRIOR CTOT S E ER' OFFIC BEGINNINGANY WORK ONTHIS PROJE T P PHONE: (619) HOURS ) STANDARDS, LAWS AND REGULATIONS. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER 633 -2700. I A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS INSPECTION. PHONE: (619)633 -2700. ALL WORK PERFORMED WITHOUT AND CITY RECOGNIZED HOLIDAYS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND r CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OWNERS CERTIFICATE: CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED OF CONSERVATION. WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 2770. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY 9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. EARTHWORK QUANTITIES: PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER CUT: / 9 CUBIC YARDS SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR p / (d THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL -- � �J 0 _____ CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH OWEN DATE REGARDS TO THE HAULING OPERATION. �� 327 RIMROCK CIRCLE ENCINITAS, CA 92024 FILL: ____________ 440 _______ CUBIC YARDS EXPORT: ----- 510--------- CUBIC YARDS 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF HYDROSEED MATERIALS: SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT N0. 4730 -G HAS BEEN PERFORMED IN SUBSTANTIAL NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN B THE IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE AND APPLICATION RATES SHALL BE A MIX OF ALL OF THE FOLLOWING: QUANTITI ES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH NOTE: THIS QUANTITY DOES NOT INCLUDE UNDER CUT ON BUILDING PAD GRADING OPERATIONS. 1. ZORRO FESCUE, 20 LBS. PER ACRE. 11. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 2. ROSE CLOVER 20 LBS PER ACRE. ENVIRONMENTAL NOTES: ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 3. AMMONIUM PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR, SLOW COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED RELEASE 1000 LBS. PER ACRE. 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS _ _______ (EXCLUDING EXISTING MAN MADE 2:1 SLOPES). AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS 4. WOOD FIBER MULCH, 2000 LBS. PER ACRE. 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS __Z___ AND THE MAXIMUM AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS VERTICAL HEIGHT OF FILL ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT _- ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF VOLUME OF CUT (Cu. Ft.) _ 2 3' APPLICATION SHOULD NOT BE AS SUCH TO CAUSE EROSION AN NO RUNOFF 3. A.) AV OF CUT DEPTH = AREA OF CUT (Sq. Ft.) USE. SHOULD OCCUR. B.) AVERAGE DEPTH = VOLUME OF FILL (Cu. Ft.) _ _� •6__ 12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 6. ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN OF FILL AREA OF FILL (Sq. Ft.) PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND LABELED AS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO REQUIRED BY STATE REGULATIONS. LEGAL DESCRIPTION: PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED LOT 69 OF MAP N0.11809 INSTALLED. FOR THIS PROCESS. 13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE SITE ADDRESS: PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE DECLARATION OF RESPONSIBLE CHARGE 3270 RIMROCK CIRCLE SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM ENCINITAS, CA 92024 OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. OWNE PERMITTEE: WITH SPECIFICATIONS. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AL F. MAYO OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 1772 KETTERING STREET AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT IRVINE, CA 92714 ' Fhc, T ti ( PORTUNq RPNGNR� EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP PROJECT DESIGN. OfESsf "v ASSESSORS PAR. NO: ti� e`� ��� ✓ °k SITE m��y OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING / / 0 4 9� ORDINANCE. F, 264- 292 -32 c IM��R C� R� 15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL Znri'__ DATE: SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE KAMAL S. SWEIS R.C.E. 48592 ,,, BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED EXP. 6/30/0[ � No 2 WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. Ex� s 6 -30 tk �U y0 �fT RIDGE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE CIVi1 �\Q uE pC SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY VZ SUCH MATERIAL. OF CALV a Jq NF FSl Lf ORTMT NOTICE SECTION 4215/4217 OF THE GOVERNMENT 6 o K & S ENGINEERING CODE REQUIRES A DIG ALERT IDENTIFICATION Planning Engineering Surveying NUMBER TO BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. 2v PER YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT (619)296 -5565 7801 Mission Center Court, Suite 200 TO W ORKIN G YS B EFORE r 1011 Y OU DIG VICINITY MAP San Diego Ca. 92108 NO SCALE REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PERM F//V.9L - 01 - 1'V - 9 7 DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED UN / DER SUPERVISION OF: RECOMMENED APPROVED r GRADING AND EROSION CONTROL PLAN FOR: OC 001 SO IN TOP OF HEADWALL. HORIZONTAL: 48592 N/A / DATE : Z 9 BY: BY LOT 69 OF MAP NO. 11809 4730 G LOCATION S.W. CORNER EL CAMINO DEL NORTE (� % ? & RANCHO SANTA FE ROAD. f- • S�� - R.C.E. NO. : (\ 3270 RIM ROCK CIRCLE) VERTICAL: NSA BY: �� 3 � KAMAL S. SWEIS 06 -30- GO DATE: 72 ' 9� DATE: D WORK PROJECT N0. V: 119.476 DATUM: U.S.C. & G.S EXP. SHEET 1 OF RECOR FROM: C.S.D VERTICAL CONTROL 2 % -j 2.0' 0 1% MIN. 6 100T 3 C'e to C N GRASS'4-INED C'4 SWALE A .0 A SEC A-A x NO SCALE SCALE: 1 =201 -00 400 C .0 GRAPHIC SCALE /� 2D o to 2D 40 so .0 IN FEET Ole sand box \� \I \ \� ��d\ �� \� I inch 20 ft . \ � �� / \ \x Go U) \11, '. 4 \ 0 • c .0 X (Q) F , " '\'\, <� c 'n X 274 95 0 % l _�. v� � <� \ � � v F.H. \ 0 k CY ' `� 5 N �� 0 Z75 0 8 ste gy steps If f I �' i` ` 1� ' Z74 79 0 X 0 + j f' VVV X X a�7 09, �of ESSio K&S ENGINEERING Planning Engineering Surveying e / No. 48592 cr EXII (619)296-5565 7801 mission Center Court, Suite 200 Cm%. San Diego Ca. 92108 OF C —D HECKED BY, APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT — P VED ING AND EROSION CONTROL PLAN FOR: REVISION DESCRIPTION COUNTY BENCH MARK NO. PLANS PREPARED NDER SUPERVISION 61 RECO AMENED AP GRAD OC 0073-CHIS. SQ IN TOP OF N/A DATE : BY: BY:. LOT 69 OF MAP NO. 11809 4730 G HEADWALL. HORIZONTAL. 48592 (3270 RIM ROCK CIRCLE) LOCATION S.W. COMER EL CAMINO DEL NORTE R.C.E. NO. : DATE: S HEET 2 OF 2 & RANCHO SANTA FE ROAD. VERTICAL: N/A / S�WEIS 06-30- t0d DATE: -2:a --2(w- WORK PROJECT NO. r RECORD FROM C.S.D VERTICAL CONTROL I EXP. LLt 119.476 QaA U.S.C. & G.S.