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1991-1233 G (Plans) FE-D-) QED PLAN FOR ADD T ONS TO WORK TO BE DONE D 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE B No STANDARD SPECIFICA 77ONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN AND CONSTRUCTION STANDARDS FOR THE CITY OF ENCINITAS AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. LEGEND OWNER /PERMITEE EROSION CONTROL 2 PRELIMIINARY RE EOTECHNICAL INPES77GA770N, PROPOSED ROOM ADDITION 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT-.- 3120 CAMINITO RICARDO, ENCINITAS CA 92024 JUDY GELB JUDY GELB AT 619 756 -2576 PREPARED BY.• BARRY AND ASSOCIATES, PO BOX 348, ENCINITAS, FORMA ENCINITAS CA 92023 -0348; DATED MARCH 21, 1991 RICAR ( ) , DESCRIPTION SDRSD S ENCINITAS, CALIFORNIA 92024 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RA /NY SEASON. ALL NECESSARY MATERIALS SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE STOCKPILED ON S17F AT CONVENIENT LOCATIONS TO FACILITATE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND LEGAL DESCRIP77ON RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. SPECIFICATIONS CONTAINED W THIN SAID REPORT. PROPERTY LINE - - 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOT 42 OF COUNTY OF SAN DIEGO TRACT No. 3494 -1, IN THE CITY OF APPROVAL OF ENGINEERING INSPECTOR. LOCA77ON AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS EXIS771VG CONTOUR ELEVATON - - - (700) - - - ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO W17HIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THE MAP THEREOF No. 9051, FILED IN THE OFFICE OF THE COUNTY RECORDER WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. OF SAID COUNTY RECORDER, DECEMBER 13, 1978. RUN -OFF PRODUCING RAINFALL. 4. WR /TEN PERM /SS /ON SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. PROPOSED CONTOUR ELEVATON 500 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77ONS REQUIRED TO AS MA Y BE REQUIRED BY THE Cl Y ENGINEER DUE TO UNCOMPLETED PROECT ADJACENT PROPERTIES DURING GRADING OPERA 77ONS. ANYTHING SITE ADDRESS DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND177ON EXISTING SPOT ELEVATION �pp,20 GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. N O 92024 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EXIS77NG PRIOR TO GRADING ENCINITAS CALIFORNIA CA CAM PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH ENCI MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND FINISHED SPOT ELEVA T/ON 402.23 WA TERS CREA IF HAZARDOUS CONDITION. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND APN.• 264 - 162 -30 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING _ PLAN SHALL BE INCORPORATED HEREON. SURVEYOR. EXISTING SLOPES �T -? /r 8. GRADED AREAS AROUND THE PROJECT PER /MEEK MUST GRAIN AWA Y FROM 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY - � - -i _ DECLARATION OF RESPONSIBLE CHARGE THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. DELICE , IN S LO , S RII LO A ND FEDER S HALL R E S PONSIBL E AND HEALTH 9. ALL REMOVABLE PROTEC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE FLOW DIRECTION l HEREBY DECLARE THAT l AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY STANDARDS, LAWS AND REGULA77ONS I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS 8 GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) MILE OF A DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT SHALL BE REMOVED AFTER EACH RAINFALL. STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE RETAINING WALL SEE DETA /L SHEET2 THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS 10. SHOULD GERM /NA77ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND / \\ EFFEC77VE COVERAGE OF GRADED SLOPES (9OX COVERAGE) PRIOR TO CITY RECOGNIZED HOLIDAYS: PVC DRAIN PIPE LI .1 - - l UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA7IONS BY NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT INSTALLED IN ACCORDANCE WITH SEC77ON 35.023 OF THE EROSION AND RELIEVEPWE , AS ENGINEER OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT GRADING 6" AREA DRAIN NOS - 50 DESIGN OF CONSERVATION NO77FICA 77ONS 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIREC7701V HE SHALL OBSERVE AND TEST THE EARTH BROW DITCH B ' - -- ----------------- - - - - -- D -�' � -- 7. THE EXISTENCE AND LOCA77ON OF UNDERGROUND UTILITY PIPES AND EXCAVA7ION PLACEMENT AND COMPAC7ON OF FILLS AND BACKFILLS AND Q F. DA RINEHART RCE 28204 OFESSI0 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS MY REGISTRATION al NEy AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 12 "PLC SWALE SEE DETAIL SHEET 2 +/ EXPIRES ON 3 -31 -94 �9,, EXISTING U7ILlnES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER.' UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVA77ONS AND ES IS WERE MADE BY HIM OR UNDER HIS SUPERVISION No. 28204 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA770AIS WERE PROTECT ANY EXISTING U77LI77ES OR STRUCTURES LOCATED AT THE WORK CONSTRUCTED IN ACCORDANCE W17H THE APPROVED GRADING PLANS AND CIV0�1 S17E IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE THAT ALL EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR C� FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY IN E E. TENDED US EXCAVA770N, FOR VERIFICATION AND LOCATION OF UTIL177ES AND 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SOIL ENGINEERS CERTIFICATE NO77FICA77ON OF COMMENCEMENT OF WORK- PROVIDE POSI77VE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTES OR 4 GQi ,, A REGISTERED CIVIL ENGINEER IN THE TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 0 STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF SAN DIEGO GAS N ELECTRIC 1- 800 - 422 -4133 PREVENT EROSION OF FRESHLY GRADED AREAS UN 77L SUCH 77ME AS 1 4 APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF PACIFIC TELEPHONE 1 -800- 422 -4133 NCI PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 0111 THE SOIL COND177ONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER WATER - SAN DI 1 -800- 422 -4133 SEWER -CITY OF ENCINITAS 1- 800 - 422 -4133 INSTALLED. MY DIRECTON BETWEEN THE DA ES ,3=sS_ Q- -_- AND -ZL9f. ONE UNDERGROUND SERVICES ALERT 1 -800- 422 -4133 J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL II COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL RECOMMENDA7ONS, HAS BEEN SUBMITTED TO THE OFF /CE OF THE CITY VEGETABLE MATTER AND OBJECTIONABLE MATER /AL SHALL BE REMOVED BY P 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR ENGINEER. FURTHERMORE, l HAVE REVIEWED THESE GRADING PLANS AND TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (619)944 -5070 THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE � CER77FY 7HAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO PROJECT HAVE BEEN INCORPORAED IN THE GRADING PLANS AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: (619)944 -5070. ALL WORK PERFORMED WITHOUT SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE W SPECIFlCA770NS. BENEFIT OF INSPECTION WILL BE SUBJECT TO RE✓EC77ON AND REMOVAL. SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MIN /MUM OF 90 n PERCENT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SIGNED. e T. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH ? LANDSCAPING SPECIFICA770NS. RCE NO.: _� �Z�Bs C C z , 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 1. ALL SLOPES SHALL BE PLANTED AND /RR /GA TED IN ACCORDANCE WITH PRODUCE SMOOTH SURFACES AND UN /FORM CROSS SECTIONS. THE SLOPES �A EXP. DATE L -Q __________ ____ ____ __ ^•3=a PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE OF EXCAVA77ONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND LOT 63 0® ` p / CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPING TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT II�� tr clvii,`oe� AND IRRIGA77ON STANDARDS. AND ORDERLY CONDITION. ALL STONES, ROOTS' AND OTHER WASTE MATTER 0 LOT 19 LOT 52 2. FINISH GRADING AND PLAN77NG SHALL BE ACCOMPLISHED ON ALL SLOPES EXPOSED OR EXCA VA T /ON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO Iwl PRIOR TO OCTOBER 1 OR /MMED /A TEL Y UPON COMPLETION OF ALL SLOPES BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND SHEET 2 GRADED BETWEEN OCTOBER 1 AND APRIL 15. TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OB ✓EC77ONABLE MATERIAL SHALL �R z BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE M CONTRACTOR SO AS TO LEAVE 77-IE AREAS THAT HAVE BEEN CLEARED WITH A NEA T AND FINISHED APPEARANCE FREE FROM UNSIGHTL Y DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY w `\ j S/ TE SUCH MA TER /AL. W LOT 41 6. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A B PRECONSIRUCRON MEE77NG AND SHALL PROVIDE 48 HOURS ADVANCE Z LOT 4L2 NOTICE. ° CAMINITO RICARDO RANCHO ENCIN /TAS z w " LOT 43 DRIVE ROAD EXCAVATION _¢50 _ C. Y. FILL: _ 0 C Y SPECIAL NOTES Lu 9 WASTE /IMPORT.• 450_ C. Y. D 1 )P MAXIMUM SLOPE _Z�_ X THE FOLLOWING NOES ARE PROVIDED TO GIVE DIRECTION TO THE CONTRACTOR Lu BY THE ENGINEER OF WORK. THE CIVIL ENGINEER'S SIGNATURE ON THESE MAXIMUM VERTICAL HEIGHT OF FILL 0 FEET a: MAXIMUM WR77CAL CUT 11 FEET PLANS DOES NOT CONS77TUTE APPROVAL OF ANY OF THESE NOTE � S AND THE CITY , CITY OF WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. < M ENCINITAS (� � VOLUME OF CUT = _ CUFT = 2 43 q V£ p 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE P ���9p E� CAy AREA OF CUT = _,5QQQ__ SOFT RESPONSIBILITY FOR JOB SITE COND177ONS DURING THE COURSE OF � 0 � NORTE CONSTRUCTON OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND o VOLUME OF FILL = ___ -___ CUFT = _ - - -_ AVE PROPERTY,• THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMI TED TO INDEMNIF AND HOLD THE OWNER AND ENGINEER HARMLESS FROM NO WORK OCLL ®® V/ CINI T Y MAP AREA OF FILL = ____ SOFT DEFEND, AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE W KEY MAP QNpFESSIq NO SCALE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEP77NG LIABILITY ARISING 2 9.1A f FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. Q NO SCALE AS - BUILT 0. h C 2. ALL EARTH WORK OUANT177ES TO BE VERIFIED BY THE CONTRACTOR. Z J. CON TRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING AND /OR BY.' F D. RINEHART 28204 5e REMOVAL OF EXIS77NG UTILITIES RCE 28204 \ / ¢ * 4. CONTRACTOR SHALL REPAIR OR REPLACE ALL DESTROYED OR DAMAGED EXP. 3 -31-94 SURFACE IMPROVEMENTS WITH LIKE IMPROVEMENTS OF EQUAL OR BETTER N Q UALITY W DATE.• /2- I6 -9I T 9lE OF CA�V 5. THE SD /LS REPORT /S CONSIDERED AS PAR OF THIS GRADING PLAN. � W W Z � CD 0 REVISIONS BENCH MA RK SALE R IONS APPROVED DATE REFERENCES DATE APPROVALS Z > A - EV I FOR Y FDR Fat CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q TOP OF CURB AT CURB R£7URN PjANN%N J Dept. App 4.aVA PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED DED APPROVED NWLY CDR OF CAMINITO RICARDO C // // GRAMNO PLAN FOR A® ®I�IONS TO y233 G AND RANCHO ENCINITAS HORIZONTAL NA DATE : 2 - -91 BY: N O� �IG RECORD FROM /MP PLANS 3491 -1 O^' - " -' 111�7I 28204 M E L B R E S O ® " " C E VERTICAL NA ELEVA77ON 142.46 R.C.E. NO.: DATE: - 7 DATE: DA7UM USC & GS ENGINEER: F. D. RINEHART EXP. 3 -31 -94 LOT 42' MAP No. 90.51 R-E-E- R.C.E. WORK PROJECT NO. SHEET 1 OF 2 I I I Q F lLz A N � 0 N(2 F(OR QDD T ONS TO LOT 19 LOT 53 D ° a In N 0 � o I I LOT 52 II w i Q O C / O 0 • 5' 10' I (eo) ,� 4 30.93 � 4 20 0 •, ......_._ 7• rPF .4�N ZL CD P 15.0 � I L= 2.3.7' •�\ I? ; /�,' 04, � Ile LOT 41 12 12 " PCC SCALE 2 co 2' GRA VEL WI TH A LL FILTERW /3' "� \ \ \ \ \ \� \ \/\ IN PERFORATED PIPE vx o l �� a 1 \TO 1 p L OT 43 ���� \ `i RETA 3 #4 ® 24 " OC ` \ EXISTING S /iyc� EX /Sn,VC u \ 24" MIN L 4P PCC OR/ ST GRADE - O (� ORy SUC�RE \ J 0 1�1 P 5 0 16 "" OC `� 5 - #4 CONT • POUR FOOTER AGINST / 6" 12" 12 "' UNDISTURBED VA 7 SOILt D Ld E WALL SECTION SHOWN TO /LLISTRATE WALL DRAIN �OF Q I 4 SEE LOVELACE ENGINEERING CALCULATIONS 91267 AS - BU /LT ���Af z RETAINING WALL .SEC TION BY. F D. RINEHART NO SCALE RCE 28204 EXP. 3-31-94 SOT 42 CIYw / w (n DA TE. 12- 16 -91 4� OF C �J Z I' 3 C DESIGNED BY I DRAWN BY I CHECKED BY Z 0 I REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE FDR I FDR I FDR APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q — ARDRLT 2, TOP OF CURB AT CURB RETURN NA,-jNiN DeP} ,g PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED / APPROVED NWLY COR OF CAM /N /70 RICARDO ( y / f GRA®ONG PLAN FOR A®®OTO®NS TO AND RANCHO ENCINITAS HORIZONTAL 10 6012 z - DATE : 2 -13 -91 BY $ �.LaVO� Ro� 1233 G � � */23/11 - C ELB [F ESOD['�(t��IC IE RECORD fROM /MP PLANS 3494 -1 �- R.C.E. NO.: 28204 C 4 £L£VAT1ON 142.46 VERTICAL NA DATE: l! ( DATE: DATUM USC & GS ENGINEER: F. D. RINEHART ®� ��. ��� ®• ®�� EXP. 3 -31 -94 RLF R.C.E. WORK PROJECT NO. SHEET 2 OF 2 I 9R2D3