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1997-4967 G (Plans) i` D. LANDSCAPING LEGEND STANDARD SYMBOL WORK TO BE DONE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS GRADING NOTES APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS PROPERTY BOUNDARY - - - A. GENERAL GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO 340 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN EXISTING CONTOUR -- ---- -____- STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA REGIONAL STANDARD OCTOBER 1 AND APRIL 15. DRAWINGS, AND THE CURRENT SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS EXISTING ELEVATION FOR CONTRUCTION OF WATER MAINS. ANY CHANGES OR REVISIONS THEREFROM SHALL E. EROSION CONTROL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOSE TORRE - BUENO AT (619) 2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL EVALUATION FOR 2909 756- 4126 34 WISHBONE WAY ENCINITAS, CALIFORNIA PREPARED BY GOESOILS, INC. DATED MARCH 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL NEW CONTOUR 22, 1995. SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE 340.0 SPECIFICATIONS CONTAINED IN SAID REPORT. RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. NEW ELEVATION 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. APPROVAL OF THE ENGINEERING INSPECTOR. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER NEW SLOPE 2:1 MAX. WITH IMPROVEMENT PLANS. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. RAINFALL. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 5. ?THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY DAYLIGHT LINE ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS EARTH BLADED SWALE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A HAZARDOUS CONDITION. ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; .. ; ........ . REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN CONC PAVERS DRIVEWAY PER PLAN _ _ _ _ 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SHALL BE INCORPORATED HEREON. INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FA STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. HARDSCAPE PER ARCH. PLANS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL CONC MASONRY RET WALL PER SEPARATE PERMIT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DIRCTION OF FLOW (619) 633 -2770. DEPARTMENT OF CONSERVATION. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND SOILS ENGINEER'S CERTIFICATE RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE g s l f ,(ANDREW GUITELLQ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY PRINCIPALLY DOING 1USINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO MADE BY ME OR UNDER MY DIRECTION ON OR BEFORE MARCH 25, 1995. ONE FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 40' WIDE EASEMENT CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 4967 -G RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL RECOMMENDATIONS INCLUDED IN SOILS REPORT FOR THIS PROJECT HAVE BEEN 20' 20' BE FOLLOWEDE BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. Q€AkOFESSkJ� SUCH GRADING OPERATION. ea "1 do �1 T. 28' SIGNED: ------ =A,TE: CIO e do '9 0 B. NOTIFICATIONS f - - - -- 1. - - - - -- 220 �0 do SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO - - - - -- ---------- - - - - -- � 4p 4Ks 10' 10' THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES EXP. DA TE: E��'��� THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ^i..4 � 4► �. ON THESE PLANS, HOWEVER: DECLARATION OF RESPONSIBLE CHARGt �OFCAl%F 20' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THAT I HAVE l HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS AC BERM OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIFICATION AND LOCATION OF UTILITIES CONSISTENT WITH CURRENT STANDARDS. AND NOTIFICATION OF COMMENCEMENT OF WORK: _ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY ?= � SEWER (LEUCADIA COUNTY WATER DISTRICT) 1- 800 - 422 -4133 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 1- 800 - 422 -4133 PACIFIC BELL 1- 800 - 422 -4133 SOWARDS AND BROWN ENGINEERING, INC. CABLE TV (COX CABLE SERVICES) 1- 800 - 422 -4133 2187 NEWCASTLE AVE., SUITE 103 AC PAVEMENT &BASE CARDIFF BY THE SEA, CA 92007 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: I TYPICAL CROSS SECTION OF WISHBONE WAY 619 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE _ •� _________ DATE ___21Z���_____ N.T.S. SUBJECT TO REJECTION AND REMOVAL. RANDY R. BROWN RCE 36190 C. GRADING 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE. EXCAVATION PLACEMENT . � SSl AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL �, lq ql SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY t{, , � F� FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT � �, '(9-8 O C INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN r' HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE`? ¢ �' �� 36190 +/- 0.2 MILE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS LEGAL DESCRIPTION` EXp.61301 n ARE ACCEPTABLE FOR THEIR INTENDED USE. PARCEL 2 OF PARCEL MAP NO. 16391 SITE ° 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDER POSITIVE DRAINAGE AND PREVENT POND OF WATER. HE SHALL CONTROL SURFACE � 0 WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE ASSESSORS PARCEL NUMBER -- ,-- C REST SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED 264 - 221 - 70 AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES WISHBONE WAY HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE OWNER /PERMITTEE o PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND JOSE AND SUSI TORRE- BUENO JACK OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 2909 WISHBONE WAY UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE OLIVENHAIN, CALIFORNIA 92024 REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE W SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. i IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND ENVIRONMENTAL REVIEW NOTES COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 1. EARTHWORK QUANTITIES O �Q SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND CUT 900 C.Y. Z EL CANIMO DEL NORTE EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE FILL 900 C.Y. u 2 ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS EXPORT /IMPORT 0 C.Y. 2 AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH 2 ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 9% �.t AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING 2 wp 2 ORDINANCE. 3. MAXIMUM VERTICAL DEPTH OF CUT IS 8 FEET. Na �� 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, MAXIMUM VERTICAL DEPTH OF FILL IS 3 FEET. � i5 '0° PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE z It THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE 4. VOLUME OF CUT 24,300 CU. FT. 1.5 FEET AVERAGE DEPTH OF CUT�� FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED AREA OF CUT 16,300 SQ. FT.m� VICINITY MAP FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH � MATERIAL. VOLUME OF FILL 24300 CU. FT. = 0.9 FEET AVERAGE DEPTH OF FILL 0 N.T.S. AREA OF FILL 27,300 SQ. FT. p REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP T RRB RGP RRB DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY Cl ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. COUNTY OS SAN DIEGO BENCHMARK 'J-0302' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR STANDARD DISC IN CONC. MUNUMENT. 200' 20' NORTH HORIZONTAL : 1" = OF STA 261+98.72 RANCHO SANTA FE ROAD TO R R E- B U E N O R E S I D E N 4967-G NEAR FENCE. EAST SIDE OF ROAD, R.S. NO. 454 VERTICAL : NONE DATE 7i REFER TO IMPROVEMENT PLAN NO. 8225 -R CITY PARCEL 2, PARCEL MAP N0. 16391 ENCINITAS �.,-., zj_ RANDY R. ROWN R.C.E. NO. 36190 BY • 1° BY 2909 WISHBONE WAY RECORD FROM COUNTY OF SAN DIEGO BY ` / DATE : 3- - DATE : 3 -�__ SHEET I OF 2 ELEV.: 176.184 DATUM U.S.C. & G.S. SIGNATURE DATE ENGINEER OF WORK ExP. 6/30 00 JOB N0. 94 -063.1 141370 I t i k , I 5' �l S`1 k : • � ~ �w,. t � ,'S 1 � � ._ � ..... 3 f _ : I 1 , S g , l S , , , ' i r Al 74 Yd t, X116. , 4. '4 \ "c ' Y ° o N -II ov � t o1Rr PAr>My � l��T/1 /rUTAIG GfIALL PEff . PER AR e�. 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T / � W m l G G rF wzwo U // f�� f 47 L{ f� . ✓ i.. i. d (.t, �...' t ..'.Ri 3 a... � X 1 03 Q , �3 W NSI �D /OD'd ZD.D�' � Z W o N co 3 Q it _.. b U ES Lij s - _ r { X > � r Q oc Exp 0 s w Lv W W Z z o n 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUAl�TyO�'UELOPM�"�VTCJEf T igRg �'F R P APPR Y zo= OVALS CITY OF EC NINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. LLJ Q A GO. OfSM19 /EG0et NeyrG1A16 Ve- 030Z'.�rD. D/.�eIN PLANS PREPARE' NDER SUPERVISION OF RECOMMENDED` A OV D GRADING PLAN FOR: LONG. MOXIII /I • ?00',V Of 4, 2G 1 98.7? gfteNO SA/ VrtlfE Al EdfffE /l/e�, HORIZONTAL \ DATE BY: BY 1ORRE -BUEN0 RESIDENCE /(!�7 - (.9 j%(,tR TD /MPROUEMENr AMN ND, B ?25- R,C /rf'dfENC /NCI�15 ECEII.: 116. � /li��/r/� \ ` R,C.E. N0.: �(�� � —� - g'7 P DQ G VERTICAL �/: � j - 7 —q' DATE: DATE: 3 -10' 2909 WISHBONE WAY NGINEER 6 /GN4ruRt 0,4 re EXP. a JOB NO. 94 -063.1 SHEET 2 OF