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7735 141370 GRADING NOTES B. NOTIFICATIONS D. LANDSCAPING WORK TO BE DONE: LEGEND A. GENERAL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS PROPERTY BOUNDARY STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,THE STANDARD AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: IRRIGATION STANDARDS. EXISTING CONTOUR 80 CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR -� AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. BETWEEN OCTOBER 1 AND APRIL 15. EXISTING ELEVATION q7@) REQUEST FOR INSPECTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION FOR OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, E. EROSION CONTROL SINGLE FAMILY RESIDENCE REMODEL I ADDITION ON 3111 BROOKSIDE LANE, VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RAY WAKEHAM AT(619)759 PROPOSED CONTOUR B5 OLIVENHAIN, CALIFORNIA' PREPARED BY PROPERTY DEVELOPMENT ENGINEERS, COMMENCEMENT OF WORK: INC. DATED MAY 8, 1992 SHALL BE CONSIDERED AS A PART OF THIS GRADING 0969, PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SEWER(CARDIFF SANITATION DISTRICT) 1-800422-4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE PROPOSED ELEVATION 7 - RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SAN DIEGO GAS&ELECTRIC 1.60042&4133 AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION WATER(OLIVENHAIN MUNICIPAL WATER DISTRICT) 1-800422-4133 BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET PACIFIC BELL 1-600.422-4133 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. PROPOSED SLOPE RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE CABLE TV(DIMENSION CABLE SERVICES) 14600422-4133 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. APPROVAL OF THE ENGINEERING INSPECTOR. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO DAYLIGHT LINE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619)9445070 WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. RUN-OFF PRODUCING RAINFALL. DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION PHONE: (619) 944-3374. ALL WORK PERFORMED WITHOUT BENEFIT OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES BLADED SWALE EXISTING PRIOR TO GRADING. INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND C. GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PROPOSED CONC. DRIVEWAY(G-14) REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS WATERS CREATE A HAZARDOUS CONDITION. -- - DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING HARD SCAPE(G-7,G-9,G-1 0) TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND PLAN SHALL BE INCORPORATED HEREON. , AND REGULATIONS. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. RETAINING WALL/SITE WALL(PER SEPARATE PERMIT) STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST RECOGNIZED HOLIDAYS. OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED PRIVATE CATCH BASIN 0 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL AFTER EACH RAINFALL HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE TYPE'F'CATCH BASIN(D-7) PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO COVERAGE OF GRADED SLOPES(90%COVERAGE)PRIOR TO NOVEMBER 15,THE LEAST 48 HOURS IN ADVANCE BY CALLING 9443374. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL SLOTTED DRAIN CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE INSTALLED. SOILS ENGINEER'S CERTIFICATE STORM DRAIN PIPE(D-60,SDR 35 MIN) - - - - - HAULING OPERATION. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE I, JOHN E. VERNON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY WATER SERVICE(W-1) W PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CERTIFY THAT SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING "THE GRADING UNDER CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION IN MAY, 1992. ONE PERMIT NO.3158-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY SEWER SERVICE(S-13) S �0 tHE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. PLAN." THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,WATER AND COMPACT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO . �= PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF `;P,` , I.s sr t -" EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED ell rpDa ENVIRONMENTAL REVIEW NOTES SIGNED IJSz/icm-- d � �t � 1. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ' ' RCENO.: Zdd2/ E �S8 CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXP. DATE:-±--SO--93 a`, 1 � 1. EAR,rHWORK QUANTITIES(DOES NOT INCLUDE BULKING OR SHRINKAGE OF SOIL) EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME CUT-1,900 C.Y. LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL " � o s t FILL-1900 C.Y. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 7-Qg EXPORT-0 C.Y. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE s°= / �r II- e 2• STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A DECLARATION OF RESPONSIBLE CHARGE NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL _ O C ' 3. MAXIMUM VERTICAL DEPTH OF CUT IS 5.0 FEET. OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I MAXIMUM VERTICAL DEPTH OF FILL IS 5.0 FEET. HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINES IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE 4. VOLUME OF CUT 51.300 FT 3 DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AREA OF CUT 17,200 FT. ° 2.9 FEET AVERAGE DEPTH OF CUT Er I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY VOLUME OF FILL 51,300 U.3 THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AREA OF FILL 15,500 FT.' s 1.0 FEET AVERAGE DEPTH OF FILL AS ENGINEER OF WORK,OF MY RESPONSIBILITIES FOR PROJECT DESIGN. SOWARDS AND BROWN ENGINEERING, INC. 2187 NEWCASTLE AVE.,SUITE 202 CARDIFF BY THE SEA,CA 92007 Q fEs' LEGAL DESCRIPTION e * PORTION OF LOT 91 MAP NO. 848 AND PORTIONS OF ADJOINING VACATED STREET BY DATE �I3( �Z- ' qg � ASSESSORS PARCEL NUMBER RANDY R. B OWN RCE 36190 r�+ 26416023 taa Nc. 36i90 � co Exp.6-30-'36 A TRUSTEE/PERMITTEE OF CAS® RA AND PATRICIA` AKEHAM IA OLIVENHAIN, CA 92024 z o PHONE:(619)759-0969 a a W N Zm eta Z �S'n RdNCNo cA/l/N/rdf OR JdCK A v U o � a0� ® CAM/NO OF4. 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