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1998-5606 G (Plans) WORK TO BE DONE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROLL GENERAL NOTES MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO LEGEND Q 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE INCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE WHICH MAY ARISE. DESCRIPTION STANDARD SYMBOL DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, ANY CHANGES OR PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN EXISTING CONTOUR -- '- REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. TO ANY REQUEST FOR INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING EXIST ING ELEVATION + t e4.74 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PLAN SHALL BE INCORPORATED HEREON. LOCATION AND TYPE'PF DRAINAGE FACILTIES, NOR OF IMPROVEMENTS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY TROM PROPOSED CONTOUR 170 WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THESE IMPROVEMENTS MAY BE REQUIRED. 9. ALL REMOVEABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE PROPOSED ELEVATION / - -9•S 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO FORECAST EXCEEDS FORTY PERCENT (40%) . SILT AND OTHER DEBRIS TOP OF SLOPE PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. SHALL BE REMOVED AFTER EACH RAINFALL. 1 x ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED ' 10 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE TOE OF SLOPE TO CONDITION EXISTING PRIOR TO GRADING. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NOVEMBER 15 ,THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW DAYLIGHT LINE - MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REPLACED OR INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND REPAIRED BY A REGISTERED CIVIL ENGINEER OR LICENSED SURVEYOR. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DIRECTION OF FLOW 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEPARTMENT OF CONSERVATION. DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR AC PAVEMENT -m-- CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH SOILS ENGINEER'S CERTIFICATE STANDARDS, LAWS AND REGULATIONS. I THE UNDERSIGNED, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF SAND BAGS 7. GRADING AND EQUIPMENT OPERATING WITH -IN ONE -HALF (1/2) MILE OF A CALIFO)NIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS EASEMENT LINE - - -- - -- BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY SUNDAYS AND CITY RECOGNIZED HOLIDAYS. DIRECTIOMONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS 6" �: C. R M G s Ty o a /P 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING STUDY, C WITH MY REOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE, MEETING HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: OF THE CITY ENGINEER. FUTHERMORE, I HAVE REVIEWED THESE GRADING -:P.eO P E k' 7 Y LINE CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR PLANS ARID CERTIFY THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. SPECIFICATIONS. 9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED SOILS REPORT(TITLED AND DATED .lam / CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL ' IS HEREBY MADE A PART OF THESE PLANS. Q OFESS /o COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER p� � �Q`� ® tiR R 8, MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SIGNED DATE O �� / Cz79g3 m 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT RCE NO: E DAT 02 �. Ex ;. 9191102 PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, * + s c1v:� eQ AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: " THE Fi Q /d ..,orA {or o6 o v ¢ so; et o.- >/ we= 0 6 1/riq tea/ q�ofCA��ep�' GRADING UNDER THIS PERMIT HAS BEEN PERFORMED IN SUBSTANTIAL 6aJ..,eQn 9 -/ -9$ en a ( 2- -w-se. and is 1<r f/a d CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE "Ar o� o s ¢ d S`"'7 /n ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. i il.THE PREL IA07INARY GEOTECHNICAL. INVEST /QAT /0N 7v ay AR. BARRY AVD Afide1ATBJ AND GATED Ju4:y //, /989 ONVtee W.d, 70-/(;0] JN4,14 8,E A4AD£ A PART OF jA/ /J 6ZVD /NCI A/,AN i 44 life. dava /o rsc:ave eppNOva/ 001" A44 C;/ Ew9inaer' red- ony proposoo/ 40 r•e.rdt. GRADING DECLARATION OF RESPONSIBLE CHARGE NOTIFICATIONS 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, OWNER / PERMITTEE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND ENGINEER OR UNDER HIS DIRECTION. HE, SHALL INSPECT AND TEST THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE BOB MYER RON PAUL STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS 737 ORPHEUS AVE. 2949 UNICORNIO ST.APT.E AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ENCINITAS, CA. 92024 CARLSBAD, CA. 92008 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS (760) 753 -1864 (760) 918 -9552 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE AiiD TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN RELIEVE ME, AS AN ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT ASSESSOR'S PARCEL NUMBER WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED DESIGN. zd6' • /,2/ - 14 7 /0 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL o Q poFESS /p EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED J.EDWARDS CO. ti�Q�� ED ' P �y LEGAL DESCRIPTION NOTIFICATION OF COMMENCEMENT OF WORK: USE. 690 ROSE RANCH ROAD ' � 1I3o2 a LOTS 8 AND 18, BLK 2, AVOCADO ACRES, MAP 1791 Or SEWER (LEUCADfA COUNTY WATER DISTRICT) (760) 753 -0155 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SAN MARCOS, CA. 92069 _ j a �¢ , /✓o, (7. 471 - 414 / 6 Exp. / 1'3/ - . C7,- C e /t R � a p a r SAN DIEGO GAS AND ELECTRIC 1- 800 - 4224133 j PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL WATER ( SAN DIEGIUTO WATER DISTRICT) 1- 760- 633 2q0? CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES sr C;W. �P PACIFIC BELL I -800- 422 -4133 OR 1'O FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES BY: DATE: & -/4- 9a a� as Ckv _ COX CABLE (619) 266 -5800 Td MEVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS J K H. EDWARDS RCE 11302 Eel' )ex p. ,D a d¢ 1.t-31 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR � ``E MANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN TO BEGINNING ANY WORK ON THIS PROJECT. FHONE : (760) 633 -2770 IN�TALLED. OWNERS CERTIFICATE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST Lau cad ' Q a /" d. INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. VEGTABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. _ BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE .yy� LANDSCAPING PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE BY: �C� / i,L-['.( !A DATE: SC'-- ! Z - 7 jr 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A BOB MYER �0 PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE DEPTH OF 6" AND THEN COMPACTED TO MINIMUM OF 90 PERCENT. IT SHALL CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND BY: 9/ oh )Qj DATE: P AND IRRIGATION STANDARDS. COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. RON PAUL Q 0 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIM TO FINISH GRAPE TO PRIOR TO OCTOBER I OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES ENVIROMENTAL REVIEW NOTES GRADED BETWEEN OCTOBER 1 AND APRIL 15. OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND 1. EARTHWORK QUANTITIES d TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN AN NEAT CUT / 7,2 5 C.Y. EROSION CONTROL AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER FILL / G / S C.Y. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT THE OWNERS / EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ? EXPORT O C.Y. 3 PERMITTEES Ray Pow / e>r 760 9! 8 - 953 Z BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND " °Q u b la 0 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING 9 IS TO OCCUR 7 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE IS /o : >y O to AVAILABLE AT ALL TIMES DURING THE RAINY SEASON ( OCTOBER 1 TO GRADING ORDINANCE. 3. MAXIMUM VERTICAL DEPTH OF CUT IS 3.0 FEET. o U z APRIL 15 ) ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONAL MATERIAL SHALL BE MAXIMUM VERTICAL DEPTH OF FILL IS 5' FEET. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 4. VOLUME OF CUT 46.3 70 CU FT © w TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH AREA OF CUT 16,42:r _SQ. FT. = 1, FEET AVERAGE DEPTH OF CUT A a 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. o C T / o N /1�IAA w THE APPROVAL OF THE ENGINEERING INSPECTOR. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE VOLU OF FILL 44, 9Go CUTT ti e 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY' AREA OF ra k / 6, 3 4e SQ. FT. _ _FEET AVERAGE DEPTH OF FILL /V r .S WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER SUCH MATERIAL. EACH RUN -OFF PRODUCING RAINFALL. Lli Q PERMIT N0. z SAN DIEGIU WATER DISTRICT FIRE DEPAR LEUCAlJIACDUNTYWATE D/ST,2 /CT ".AS BUILT w Ln z { flQ� q fN /F 8 (n w - _.0 WD r7s>�.. �!' ,-' . W W W R C.E. EXP. DATE Z � - z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE t~IT QF Enl 0 0 _Cj>>(J7A� 3 D�4PHEUS V N 121/ ! Counft/ o>r.•S07 aie90 C�IMMUN17y DPVPLL7AEMFNT P UNDER SUPERVISION OF RECOMMENDED - APPROVALS D CITY OF ENCINITAS fN6�1V �fP DRAWING N W Q Ll �Y-ld. disc. " -lh¢ S•F Ap <►.c,IrT proerA41e �j p n MT',SGB(p N Ca o {�/>e .Ce ueodio HORIZONTAL d�v ?a7 /�J� , cP +? (x�'ed. - ..cvc. DATE : 8- 22-98 8Y: l:. 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Ld 8" W zo � ti 9/o2J7hou3¢3 on i9" "ono/ 'lY o� Con�ro� �oQpOFE$S /py9� f /'P72 dxCQP7` ad ne7¢C/. No. 11302 m z P N• F a (10 Exp. -3/- 0 0 C P�l civiv � ` Ld OF C G F AUFO w Li Ll_I LLI REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT 0 o C SEE Ti7LEsN APPROVALS CITY OF ENCINIITAS ENGlN� '!NG 7�EPr DRAWING W Q Fu4 PEPH /j fF o Q sh ¢4 / / PL P ER SUPERVISION OF RECOMMENDED A OV HORIZONTAL / _ ,20 �✓]r� �/_ oft -2 DATE 82 -98 BY: �L. BY: G P R.ID/tVG �L AN dc' 72?ORPNeUS /� Y VERTICAL E. Joc . Ed. 0'r a R.C.E. NO.: J'/3oz cT�o ENGINEER EXP. DATE: '2�' 8 DATE: 'Z (G¢� /ir�iC4 /¢ of �'om /ionC¢ 98 O,S3 dsJ) /�-3 /-eo WORK PROJECT NO. SHEETz OF