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1990-395 G (Plans) WORK M BE DONE [MID A. GENERAL ��� SOILS ENGINEER'S CERTIFICATE // 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL CUT S LOPE 1 2'1 MIAX.) - - - - - - - - - - - - - - -- ?.1 I, O A N1EL ` 3 • pDL -`TZ A REGISTERED CIVIL ENGINEER IN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR I ILL SLOPE ( MAX.) - - - - - - - - - - - - - - - -- L ( APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY _ �-- STANDARD ORAWINGS@ ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND L- CONTOUR - - - - - - - - - - - - - - - - X30 OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY HE BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE p /y� - _ _ _ _ _ _ _ _ _ _ _ - _ _ - 130 OR UNDER MY DIRECTION BETWEEN THE DATES AND F- wrEi(;{{► 1s1VQ9Tv^*Tl&4 PROPOSED �ONIOUR ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, & EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND THEN COMPACTED TO _ - - -- WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE 2. THE SO LS REPORT TITLE N A ' _ IDPI ( - I5�'f PREPARED BY A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY 70 EXISTING LLLVI►110 N - - - - - - - - - - - - - �p AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS g S•C.Sals 'fES'fIAIG DATED 6-II- 'O SMALL BE CONSIDERED AS A PART PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH I � � OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. PROPOS[D E LR _ IO FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND - - - - - - - - - - - - - - - - RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. RIP RAP - - - - -- - - -- - - -- - D" 4 0 SPECIFICATIONS. 4. CUT AND - - - - - -- , 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PRODUCE SMOOTH L SURFACES AND UNIFORM CROSS SECTIONS. FI THE H SLOPES OF RETAINING WALL C.2 LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS SIGNED: DATE: STREE E H - WAY ION E P R O pLA PERMITS FOR THESE SHALL BE D ONDITIONB Y ALL ENGINE WORK K AND LEFT IN A AND O ORDERLY DRA % DRAINAGE SWA LE (2 MIN•)- - - - - -- -- i -` EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED DAY LI1L LINE - "/- RCE No.: a6o3'I EXP. DATE: - 30 9�- ----------- - - - - -- �,� f 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL PROW A BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT \VOID ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 11 DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 16 dx i GRADING. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED °° L£09£ ON AR APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO WHICH iS DISTURBED OR GFSTROYED SHALL BE RE- ESTABLISHED ANO REPLACED BY THE DISPOSAL OF ANY SUCH MATERIAL. >r1E11SS3i0ba4 A REGISTERED CIVIL ENGINEER OP A LI_ENSEO LAND SURVEYOR. D. LANDSCAPING 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLU^ING,SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF REGULATIONS. ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION P ER A ERMITTEE 0. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A STANDARDS. OWN DECLARATION OF RESPONSIBLE CHARGE STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES �/ I HEREBY DECLARE THAT I AN THE ENGINEER OF WORK FOR THIS PROJECT, OF 5:30 P.M. AND 7:30 A.M. MN ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED PRIOR TO OCTOBER I OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED L � i MUMS I INC. THAT I HAVE EXERCISED Rt3PON31ALE CHARGE OVER THE DESIGN OF THE HOLIDAYS. BETWEEN OCTOBER 1 AND APRIL 15. 1277 N 16I1 BW -r- DR►Vt, SIG. 370 PROJECT As DEFINED IN StCTION 1703 OF THE BUSINESS AND SAID DIEGO, CA. 92130 PRorrp CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT B. NOTIFICATIONS E. EROSION CONTROL f419 d8 -1332 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. IN CASE EMERGENCY WORK IS REQUIRED• CONTACT 0916 WAJ15 AT SPECIFICATIONS BY THE CITY ENCINITAS IS CONFINED TO A REVIEW STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 480 -0075 ONLY AND DOES NOT RELIEVI Mt, AS ENGINEER OF WORK, OF MY • RESPONSIBILITIES FOR PROJECT DESIGN. RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PI-04. HOWEVER: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT L 06AAt EV6 1WEER 1N6 ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE LEGAL DESCRIPTION THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID 4<e 5 FIRST ENN /TA U .� SuITE A C /. 9202¢ � ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. LOTS G �14 ' OF OLK 79 (` /9) 94t 74 THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHntI THE CARDI IIIA TRACT PE MAP N° 14(►9. Q LOCATION OF UTILITIES ANO NOTIFICATION OF COMMENCEMENT OF WORK: APPROVAL OF THE ENGINEERING INSPECTOR. BY: _ DATE: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING A q7 A. SEWERS - CAMFF 5 AN1 , TA - T' IO N p1 - 94.4_5cD79 ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN - OFF R . 260- 276-01 RCE N O.: 39726 EXP. DATE: 12 93 � PRODUCING RAINFALL. B. GAS i ELECTRIC - 800- 422 -4133 5.12.6.4 E. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS C. WATER - 5,&N DlE- C�UITO V�/ATEFL D1�3TRlCT ^• 7r7�✓ - I1 4 �j MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION glIO S E / . E. 0 OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. D. TELEPHONE - 800 -422 -4133 ti PAGIFIG C'7ELL� 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SI 1 R E ADDRESS C 31726 y\ o E. CABLE TV - 6OO -4tt -4138 � PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED MATERS Exp. 12.31 -93 CREATE A HAZARDOUS CONDITION. r 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 43 HOURS PRIOR TO ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SOUTH COR NE-R'rOF N Ai DN DRIVIr � f a �� BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 944 - 5070. Z LISZT AVENOC CARDIFF ir , CA. 92007 E Of CAL SHALL BE INCORPORATED HEREON. 3. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION ANJ REMOVAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END C. GRADING OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST v EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED Z V 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS AFTER EACH RAINFALL. r ENGINEER OR UNDER HIS DIRECTION. ME SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE o �� ENV /RONMFN7AL DA TA � Q REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL Q Z COVERAGE OF GRADED SLOPES (902 COVERAGE) PRIOR TO NOVEMBER 15. THE SLOPES MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT VF • STEEPEST EX /ST /NC NATG4PAL SLOFL�ANS /TE= /G 3' SHALL BE STABILIZED.WITH PUNCHED STRAW INSTALLED IN ACCORDANCE W;TH 1 �'i r + zz INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE o • MAX /HURT VERT /CHIC AE�TiV 0� CUT= 8,8 lV IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OF CALIFORNIA DEPARTMENT OF CONSERVATION. •MAX /AKAW VERTICAL GIEP7i1/AcF /LL+ 2.0'_ ND ACCORDANCE WITH THE APPROVED GRADING PLANS A THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. � _4 � �1 � ; *A VERA GE DEPT// OF CUT = .47 C. Y. 0 (27) _ 447p FT.= c2.0 I o m { •AVERAGE DEPTf/ OF F/LL s 4 f 0 C.Y. (27� 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EARTHWORK �' I i° s L" Q PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL �2 CONTROL SURFACE WATER AND AVOID DAMAGE TO AnJOINING PROPERTIES OR TO 1° FINISHED WORK ON THE SITE ANO SHALL TAKE REMEDIAL MEASURES TO PREVENT CUT 470 c v. ± Qt) m EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE rIU. _� `(� + MONTGOO 4Gl COASTA COWAI5510N ?E'RM I'1 WOR o N AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. + Z v W A I vER 109 A' •DA'fE-D I 1 -1 - °1 D. � 0) L-XPGRI - -�- 44 C.Y. _ •� � Q: QLn REVIEWED 5Y COMMUNITY DEVELOPMENT z Q0 pEPART M ENT VICI�I�� � U1 Z EARTHWORK QUANTITIES ARL CALCULATED ON A THEORETICAL BASIS AND W O ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL w w w QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRIKAGE AND /OR z z SWELLING FACTORS. (D 0 DESIGNED RY DRAWN BY I CHECKED BY Z � _ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTWT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMEN l DRAWING NU. W ' 1 CL O SEN R M.14. THE IN7GRSEC1101 PLA S PREP RED UNDER SUPERVISION OF REC DIED AP OV A DI NG PLANS FOR L Y I 'WE-51 ( O t EK QKtg LI S -(L 5 42 HORIZONTAL I 10' DATE BY: "�' BY` C TY EN61 6ER N E.C.E. N0.:3 � l DN b ND l SI T °395 n G 4 -� lL R tZ 1 lh I 118.25 RIM GL. = 125 .65 VERTICAL � 6 Q INE�Q Au DATE: DATE: njU v EXP. 12 '3�' ?' � Rte_ R,6E W ORK PROJECT NO. SHEET OF ALLE /T RW \ / \ ~ X 5 / AD✓ACEA/T TO — c PRWECT 70 BE 64 PER — — — TH /S DETA /L JE la � 5� S — — /3G NO SCALC - 135 lui - Z— EX /ST. -4 . F. GA 6 — — RAG E 11 B ,.• DEMOL /5NE0 PAD 1 .33 +A 132 INTRIN U 1 � L R17CK/4�/ L 123.33 r - -. C c 124 ti �p -�. �t I /X95 r.�• $R , EMIVI1G /PALLS /VSUc_Gf 11X'SE FOOTPR /NT AAFNOT A 1 Of Tf/ESEPLANS . TD QE � • • /�i.Qi � X23 OB7Q /NED KUTHBU /LD /1/G PERM /T. I /per 3.0 s.W , -�- • : . ' ZETA /N /NG 1 30 W,4LL d , I �/ - - 129L (>Y C _7th Q � � o �" G�•Po: d_l � A 16 / �R,� \� : • . • •. : • CONCQEI ; •:: � — U CPO y. L'12. 8' /21f►- — Aoff \ \ �� 5 �� � — '�" —�. — •� y 4•� ' �(.-' L — — — — —726 CUT — — — z Z —c) cr z _ r W w 20 I.O.D. RAO /U5 �' (12 �� ¢` 20 ACC. DQ /�ET4/,4Y 3S> Ld Q 2� AT ,00C N.° RECORDED PER G -/¢ — Z F -- --�- , 123 w — RIK - 'Rot Fsslo O 1A t. LJ LL C 39726 •:. Z Ll7 I # EXD• 12 -31 -93 � Tr CIV \P - Of CAO .� W C LLJ W L Z � 3 Q Z C REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK BCAJE SPECM,AL D16TWT AFMOVA►LS CITY OF ENCI ITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q SEE 5HEE7 514VCR M.N.@ THS IWI RSCC 110N OF PL A REP ED UNDER SUPERVISION OF RECOMMENDED AP OVE 6RADIIIG PLANS C OR ta AYDN OQI LISZI AVGUIlL- • 1'�. ^• HORIZONTAL I° ` �0 DATE 7- BY: BY: 0395 .p { m A? "•"'0 A•5 �p Crf NC�ItlE62 V LI IM CL• : 125.65 VERTICAL N EN INEER R.C.E. N0.: 7" DATE: ' PArT& L4_-* c7 M DN MD K IMN vM: p GL EXP• I2' 1 93 I?6 E WORK PROJECT N0. SHEET 2 OF i k Y LROSION, NTROL PLAN I J � n � ' 14J - ' jc p t / F� 124 a LL , '� DOS EDl1.�G, OR ; , c TTI,�,G NY R �/. - i ( C I SLOPES TO BE DIKED OR C O Ph E SENT WATER RC:�,','. ,- ,. \ � //' . ice-- \Z , i' ._ _ _._ Q' 11 �•�� ` -... � ' , i '1 . {f-') 7 n ,(' �a a (7 �' TL, �_' {- OVER .. E �l?':... l .7 �J si - n • I < _ 4 4.tJ 1 I- �„ _'� L. ,�- — N - -i� * %� .; i \� �,� __ �.._ .t• „ ^,�: �,owET� �Ac, �0v1 ro �'E_ � L . t _ ! 'tea i- TEM N D BA CHECK DAM � j N�a SCnt.E L - - -- L-t-j APPROVED DATE RFFRENCrc r BE NCH MARK _._DE�LSzNE �Y_ �AL9Y -_ _- _�tIE�.KEl_� __.. )n 7F E APPOVALS Cl� ✓ � E!°rICENTTA� Pl)BL!C WCRI �E IN C) NO .Y A - rPv i t 4v _ SCALE SPECI DIp4T AICT P _ __. .�. __._ �.. 4 J ; t Q Ef ricn: A f� 9 'tZb ^n ( �t'f �/ �I / '��� R F 3© ,t -�" r�iDIV AND l R�SIDENC� N,. R N7 -9 _ E X P f-