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2001-7305 G (Plans) • SOILS EER'S C�IIFTCA K x. C. awrw I, (A * RAE 4?6 A REGISTERED CIVIL ENGINEER IN THE STATE OF ri 2. ALL IIOR)!C MALL 1<L tXWE IN II1"fti ?11E'5E fLAtfS. THE 1. ALL GRADING SHALL, BE INSPECTED AND TESTS BY 1! QUALIFIED SOILS CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE MECHANICS, HEREBY CERTIFY THAT A- SAMPLING AND STUDY OF THE SOIL CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEML T AND COMPACTION OF FILLS AND BACKFILLS AND CONDITIONS PREVALENT WITHIN TILTS SITE WAS MADE BY ME OR UNDER MY AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS - COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED ♦ THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE 'SUITABILITY OF ANY FILL MATERIAL . UPON DIRECTION BETWEEN THE DATES ' ai AND g •• 30 or . ONE �N1 A SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SODS REPORT COMPLIED FROM TIIIS STUDY, WITH MY X13 BEQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE - OFFICE OF THE CITY V 't "UP KA AND TESTS WERE MADE MY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND 1w twA�ty 2• 1' it 30nS REPORT ED 01L. IN GAt1l lii PREPARED B IMLIS TE^5Two OPINION, ALL hMBANIKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN CERTIFY THAT TIM RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR 'DMI DATED 01. SHALL BE CONSIDERED AS A PART OF TH ACCORDANCE WITH - THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS THIS PROJECT HAVE BEM INCORPORATED IN THE GRADING PLANS AND RADING PLAN. ALL DING SHALL 13E NE IN ACCORDANCE WITH THE AND EXCAVATIONS -ARE ACCEPTABLE FOR THEIR INTENDED USE. SPECIFICATIONS. RECOMMMDATIONS AND SPECIFICATIONS CO TAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADU ALL EXCAVATM. SURFACES TO /� 3. A"ROVAL OIP THIS MR DUDS W)T WNSTITUTL APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND, PREVENT PONDING OF WATER. HE SHALL SIGNED: DATE: � � Z�/oZ &OMTION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 'WITHIN MEET RZORT-OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 20b 23 C YN C1RC>`E pL�TED 10 0--1-01 9 2 Kt INESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS RCE NO.. EXP. DATE: 1Z 3J O�J' c yi C1NTTy lA� PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 3 ' NG �EPOQ.T O1S - 1- OS 01 WRITTEN ]PERMISSION SHALL BE OBTAINED FOR An OFF-SITE GRADING. INSTALLED. 3209 . � � - �r ?pbM�15 ER WRITTEN QG.IIZ'1•bir . OCEAiJa1DF6, CA O)ZOSq • *7W 435-• 9533 11 '5. CONTRA 81IALL TAKE ANY NECESU"AftY tRECAUTIONS REQUIRED TO 3 ALL AREAS Td BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PROTECT AbACENT PROPERTIES OURT14G "9fiAbING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS ALL O 49M DAMAGED OR DESTROYED SHALL BZ REPLACLD OR REPAIRED TO CONDITION VEGETABLE MATTER AN0 OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DECLARATION OE-RESPONSIBLE CHARGE XXISTING ORIOR TO GRADING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. �' KI FMAN LOOSE FILL AND ALLUVIAL SOILS - SHALL BE REMOVED TO SUITABLE FIRM 131 VvscswosE l.A11� 4, ' _ LOPR MLL 9E SP L E RT 1�I�TI�UME11T OR BE[gCN NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF I �EREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, E%CA4 TAS , ch �Z024 aARX- *NICH1 iS D1S"f'i1R89D -OR DESTRO-Y ' I';b - SHALL BE RE-- ESTABLISHED AND 6" AND THEN COMPACTEDY TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE LA PCED BY A REGISTERED CIVIL J N61NEER OR A LICENSED LAND "' CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND - COMPACT THE T - SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROTECT AS DEFINED IN SECTION 6 ",0� OF THE BUSINESS AND PROFESSIONS i CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 0 #1 ' E'O�ITACRC'Tt7it I = .� MM KAT MIl+f ALL FETY 4. CUT AND FILL SWPES SHALL BE CUT AND TRI1�lEU T FINISH GRADE TO S��E ADM ' , s I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFTCAT�-0NS 901ttS '%NCLUDtN0- #H ORING, ANQ iIIAT,Il' Z'. RESPONSIBLE MR tONrORMING PRODUCE SMOOTH SURFACES UNIFORM CROSS SECTIONS. THE SLOPES OF BY THE CITY OF ENCINITAS IS CONFINED - TO A REVIEW ONLY AND DOES NOT 131 MVICERG(�E LAW., S'vIc' uMS TO ALL LOCAL, STAR AND tRAL 0AF9T AND HEALTH S`�ANDARDS, LAWS EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS AND GtiLATIONS. � DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDER RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOF� PROJECT - ORDERLY DESIGN. CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR Ap • 3$ •tittADmil A" �'�'!EI' >1'lP IT2 1fI HIN - ffnF (1,/2) MILE OF EXCAVATION OR EMSAt�KCMENT SLOPES WHICH ARE-LIABLE TO BECOME LOOSENED THE SEA BRIGHT COMPANY ES 2�3•' ���'•Oj 11 8T�`tVCTUI I)'OR �1N L' CU 1!tCY :f;HALi ' - RE GONI- I CIt'D BET0, THE SHALL BE REMOVED ANID DISPOSED OF. THE TOE AND TOP OF ALL SLOPES 4322 SEA BRIGHT PLACE �tP T C #10iR$ O1' S:3b P.M. AND 7s3 PiM. NOR ON SAI'UIIIJAYS, SUNDAYS AND CITY SHALL BE ROUNDED INS ACCORDANCE WITH THE GRADING ORDINANCE. CARLSBAD CA 92008 <�cl RECOGNIZED HOLIDAYS. � LEGAL. MScX" , 5. ALL TREES, I, GRASS AND OTHER OBJECTIONABLE !MATERIAL SHALL 619/720 -0098 f NG . MO QRR13? $ y C 1ENC1� UMTIZ, A #PREP RA11 ItJG MEETING BE COLLECTED, PILECD OR OTHERWISE DISPOSED OF OFF THE SITE BY THE NiDt 1 CP 'Ski ' OMPMTM ft 3 - 91 - 06 MS BEEN HELD ONSITE WITH THE FOLL04ING PE OPLE PRESENT: CITY CONTRACTOR SO AS TO) LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A BY: 0- DATE: OF - MS K.W. QU Atz'TE'R OPI'%S Ft.w•(3UkTM''iZ S1 CC101•[ INSsMTOR, CIVIC. I NGYNEER, SOILS 1 NGINUR, GRADING CONTRACTOR AND NEAT AND FINISHED APPEARANCE FROM UNSIGHTLY DEBRIS. APPROVAL TOW14SPAI P f,'3 SOCTM I RAHC4F, 4 hXS'C, SAA WMNA7_ D:. THE PREGRADE M ING SIIALL ft SCHEDULED WITH THE CITY OF LOCATION OF DEBRIIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER CAU PERMITTE ST H ADVANCE Y CALF,- NG 0 633 - •270. AND CITY ENGINEER PRRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. RCE: 26307- EXP. DATE: � NfECZ IDIA�.1, IN'Tl'1E C1 '1'f OF �N C1W1'TNS, GOU1�i'C'1 OTr sAtiL bit�•�O� A T LffiA 48 R IN B I (Ti ) STN TE Orr CA LIT-07-1410I so. Wila TO • XAULINt1 OIAT OR CONSTRUCTION MA imIALS TO ANY lttMro 00 STRUCTION am Mrim THIS 1 #O-atCT THE DEVELOPER SHALL D. I.ANDSC `I SUBMIT TO AND RECEIVE APPROVAL FROM iE CITY ENGINEER FOR THE PROP6SEO HAUL ROUTE. THE DEVELOPEA SHALL COMPLY WITH ALL 1. ALL SLOPES SMM Ht PLANTED AND MIGATEU IN ACCORDANCE WITH CER'f iFiCA'�E THE SEA zlz%VST CONDITIONS AND REQUIREMENTS THE CITY EN MAY IMPOSE WITH PLANS APPROVED BY TIHE CITY ENGINEER. PLANS SHALL CONFORM TO THE _ - -- REGARDS TO THE HAULING OPERATION. CITY OF ENCINITAS GMADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND 4322 SEA R+RIGiA p[.A i1 UPON rIVAL COMPLETION OF THE WORK 110ftl THE GRADING PER11T BUT IRRIGATION STANDARDS. C►1Z.t. S SAS CA 92001 PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 118- C3ttAI3ED �CERTYFYCATION SHALL BE PROVIDED STATING: "TIIE GRADING 2. FINIS - H GRADING XiND PLANTING SHALL BE A�I�D ON ALL` SLOPES I (WE) HEREBY CERTIFY THAT A REGISTE':EO SOILS ENGINEER OR GEOLOGIST . NO. '1 O 6 HAS BEIaN� P1;RFORMED IN SUBSTANTIAL PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES HAS BEEN - OR :SILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY - UNDER PERMIT 3 5 - ITH HE APPROVED GRADING PLAN OR AS SHOWN ON THE GRADED BETWEEN OCTOBER 1 AND APRIL 15. AND ADVISE ON THE COMPACTION D STABILITY OF THE SITE. 10. CONFORMANCE W ATTACHED AS -MDED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE: �� DATE AND SIGNATURE OF THE CIVIL ENGINEER 61110 CERTIFIES SUCH GRADZ`NG E. EROSION C'OIQTROZ SAX DILGUITC9 E1'1 I�tG , OPERATION. MARK C. "Or 4401 tAN%c*v_s - mic Me.- =M, 105 I. IN - CASE EMERGENCY WORK IS REQUIRED, CONTRACT rMN CA) 4 I" 'AS, CA 9Z0�'4 ,,,11O�T21 'IC?ITIO!!1S AT 1 1. THE EXISTEN AND IOM Ole' UNDERGROUND UTILITY PIPES AND 2. EQUIPMENT AND WORKERS FOR EMERGERCY WORK WMLL BE FADE $ TRUCTURES SIIbWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE�T ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY 8t�1Lg > GIntEE AVAILABLE RECORDS. ?0 THE BEST OF OUR KNOWLEDGE THERE ARE NO MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO 2X ISTING UTILITIES EXCEPT AS SHOWN OIL THE PLANS, HOWEVER: FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS SOiLS T ESTING 1MtlrttNENT 320$ CAR OLYN THE CONTRACTOR IS REEEQUIRED TO TAKE DUE PRECAUTIONARY HEASU --TO 3. DEVICES SHCM ON FLA" SHALL . NOT BE MOVKD OR MODIFIED WITH OUT MtAMSIM -, CA -0 )Z0SA PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILZTX TO CONTACT THE TIIE APPROVAL OF THE ENGINEERING INSPECTOR. 0 7w- 43S' 9 5 310S * MS - 6151 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY CONTRACTOR SHALL RESTORE ALL EROSION- CONTROL DE�TICE'S To EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND 4. THE NOTIFICATION OF COMMENCEMENT OF WORK. WORKING ORDER TO�HE SATISFACTION OF T -HE C ITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. Le C-Em A. SEWERS - f iC1mm O!t 5t 'I SEES R1 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION E•P E4iCs1< !M< PAYlrl�t 'T Mt.R s 14�61�1 'POINT A. G'AS i ELECTRIC - SUG *S 7W- 4bO -1753 MEASURES AS MAY BE REQUIRED BY THE �S� NCE E S WHICH TMAYNCOMPLETED F, c a .r F1N%SVVM QRAM Ts.• IVP OF GRANS GRADING OPERATION OR UNFORESEEN CI R IS V1 Ut5'T1�tGT "Kop 633 -650 Fc.= F1KlS14E.D C4N F S•t G1 NiSI� D SUiCF� C. WTER - SAND G TO 6 . THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY "-'t 'j�4 QG `i�lNiL 'LF s 'jOQ OF PO0T11iC� PACTI G IMLL 1&0- 4 - 3Z OS PRECAUTIONS TO PREVrENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED D. TELEPHONE - WATERS CREATE A HAZARDOUS CONDITION. �I� s �'� �� L1�tL - C%eo�- s EXIST CANT" (;1tBLE 1`V - l�6E.1.OH1 A - CAME `16d' °1st- -- CONTROL MEASURES PROVIDED- PER THE APPROVED GRADING- -%Z- _ ��� ���� (` � s ROCK �OVL.DER WAI,I. 7. ALL EROSION C=o : GVJWF- . 1 6kGS s Slur PO4C.9 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER' OFFICE 48 HOURS PLAN SHALL BE INCORIPORATED HEREON. PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: ?(60/633 -27-0. ; . 8. AREAS Ag pl} THE PROJECT PE °� MUM DRAIN AWAY FROM * EARTH=_RK: _. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ` 3. THE CONTRACTOR SHALL GIVE 24 ROM NOTICE ON CALLS FOR '. INSPECTION. PHONE: 'M /633 -2770. ALL WORK PERFORMED WITHOUT g, ALL REMOVABLE PTIOTECTI DEVICES SHOWN SHALL BE IN PLACE AT THE �` -�`r' � als C . BENEFIT OF INSPECTION WILL BE S6Jt3JLCT TO REJECTION AND REMOVAL. END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY 4- VN CERGRoc1ND D At�RT hOsZ MA l- �O EvRECAST EXCEEDS FORTY PERCENT (40$) . SILT AND OTHER DEBRIS SHALL FiLL = ISI 3 C.Y. BE REMOVED AFTER EACH RAINFALL IMPORT = 4 358 C.Y. LNVIRONMENTAL. DATA; 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PRC�T�DE * ItEOI�ET�CAL BASIS AND EFFECTIVE COVERAGE OF GRADED SLOPES (90$ COVERAGE) PRIOR TO EARTHWORK QUANTITIES ARE CALCULATED ON A T ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL ��R Na Slo O11i�lie � � �r NO 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW QUANTITIES MAY VARY DUE T� J 1} Steepest E g 1V X71 p v INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND O UNFORESEEN LOSSES, SHRINKAGE AND/OR � W SEDIMENT CONTROL HANDBOOK OF THE -STATE OF CALIFORNIA DEPARTMENT OF SWELLING FACTORS. 2)Ma)drnurnVert1Ca1 Depth of Cut= 10-1 � CONSERVATION. z 1Vta fimum Ver Ca1 Depth of Fi1i 3� t t r ISGUiTO ATER D % STR I C"(' ENCINI`pAS FhZE UEPARi COMMuNIT11 t) VF_L0PMSA1'T COUNTY OT­ SAN DIEGO HEAL -"CN bEPT- to SAN W Approved .r # eep "Vntof EnvironmenW Health � +) Aver D Of f Cut �51�Y x Z? =- = 5•( _t �i° � 2 W L /�1 © ...� clellst Date LA t KEN Is-W BV GATE '�}� 3 x or. (1 "1441 L �j: �+t.a- ��--." [Z - "7°�Z -• EYE (� d 5) Average Depth of Fill 1�t''t cy . MAM 4.4 SIGNXM1 E7CPIEES Z YEARS VTz" CAM E{GNE'D DATA DXM DATE OVALS C ITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W d cj REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT AP PROVALS CITY OF EN iN I 4tMOFIUMEWT . KINCEI 00SE LA}1G. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED RESIDENT ill. GRADING PLAN iNC1NITAS SLVp. HORiZOhJTAL � DATE : � BY: BY: HUFF] RSSIDSNCo 7 1 STS, 44 t °J0.1' OATS: R.C.E. N0.: �34 1 /'1 � o � 131 P1Z11�tdE1�10V5E LIN�tE ELEV. 218.59 VERTICAL ENGINEER DATE: XT • u EXP. L O` _ 1 R.C.E. WORK PRO VIE NO. SHEET OF NoText