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1989-9460 G (Plans) i LEGEND SUBDIVISION BOUNDARY ......................... PROPERTY LINE . ............................... Tm EXISTING STRUCTURE ........................... P m M. 8 9 084 LOT NUMBER .... ............................... Z r /Zj 5) GENERAr. GRADI EXISTING ELEVATION ........................... 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GENERA - NG PAD ELEVATION . ............................... PAD /ZJ.O THESE PLANS, THE STANDARD SPECIFICATIONS FOR 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A / QUALIFIED SOILS ENGINEER OR UNDER HIS FINISH ELEVATION ............................. PUBLIC WORKS CONSTRUCTION, THE DESIGN DIRECTION. HE SHALL INSPECT AND TEST THE CONSTRUCTION STANDARDS OF THE CITY OF EXCAVATION PLACEMENT AND COMPACTION OF FILLS EXISTING CONTOUR ............................. -- ENCINITAS AND THE SAN DIEGO AREA REGIONAL AND BACKFILLS AND COMPACTION OF TRENCHES. HE STANDARD DRAWINGS. ANY CHANGES OR REVISIONS SHALL SUBMIT SOILS REPORTS AS REQUIRED AND FINISH GRADE CONTOUR ......................... THEREFROM SHALL BE APPROVED BY THE CITY /IZ ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. WILL DETERMINE THE SUITABILITY OF ANY FILL EARTHWORK QUANTITIES MATERIAL. UPON COMPLETION OF GRADING DAYLIGHT LINE . ............................... 2. THE SOILS REPORT TITLED "PRELIMINARY OPERATIONS HE SHALL STATE THAT INSPECTIONS AND 1) EMBANKMENT: 925 C.Y. GEOTEC LS REPORT PREPARED BY JOHN VER N TESTS WERE MADE BY HIM OR UNDER HIS EXCAVATION: 285 C.Y. FILL SLOPES (2:1 MAX) ........................ AND ASSOCIATES DATED MARCH D 1989 SHALL BE SUPERVISION AND THAT IN HIS OPINION, ALL IMPORT 640 C.Y. CONSIDERED E A PART R THIS GRADING PLAN. EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED CUT SLOPES (2:1 MAX) ........................ ALL GRADING SHALL BE DONE IN ACCORDANCE WITH IN ACCORDANCE WITH THE APPROVED GRADING PLANS 2) STEEPEST EXISTING SLOPE - 50% THE RECOMMENDATIONS AND SPECIFICATIONS THAT ALL EMBANKMENTS AND EXCAVATIONS ARE SWALES AND FLOW DIRECTION .................... —� — CONTAINED IN SAID REPORT. ACCEPTABLE FOR THEIR INTENDED USE. 3) MAX. DEPTH OF CUT: 1.87' MAX. DEPTH OF FILL: 4.63' STORM DRAIN ... ............................... 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES HORIZONTAL SEEPAGE PIT ....................... L� APPROVAL OF SIZES, LOCATION AND TYPE OF - 7.695 C.F. - 0.59 FT. DRAINAGE FACILITIES, NOR OF IMPROVEMENTS DRAINAGE AND PREVENT BOO PROVIDE POSITIVE 4) A) VOLUME OF CUT NDING OF WATER. HE AREA OF CUT 13,112 FT. WITHIN STREET RIGHT-OF SEPARATE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE SEWER LATERAL . ............................... 5 APPROVALS AND PERMITS FOR THESE SHALL BE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON B) VOLUME OF FILL - 24.974 C.F. - 0.91 FT. REQUIRED IN CONJUNCTION WITH IMPROVEMENT THE SITE AND SHALL TAKE REMEDIAL MEASURES TO AREA OF FILL 27,356 FT. WATER LATERAL . ............................... PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY. 8" SEWER ....... ...............•............... q 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY CONTROL MEASURES HAVE BEEN INSTALLED. ACTUAL QUANTITIES MAY VARY DUE TQ SHRINKAGE OR SWELL. 0 OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE AC PAVING ..... ............................... 5. CONTRACTOR SHALL TAKE ANY NECESSARY FILLED AND FILL SHALL BE PLACED IN ACCORDANCE EXISTING DITCH ...................... ......... p p p PRECAUTIONS REQUIRED TO PROTECT ADJACENT WITH STANDARD SPECIFICATIONS. ALL VEGETABLE PROPERTIES DURING GRADING OPERATIONS. MATTER AND OBJECTIONABLE MATERIAL SHALL BE EXISTING WALL . ....................... ........ REMOVED BY THE CONTRACTOR FROM THE SURFACE ANYTHING DAMAGED OR DESTROYED SHALL BE UPON WHICH THE FILL IS TO BE PLACED. LOOSE EXISTING EDGE OF PAVEMENT .................... REPLACED OR REPAIRED TO CONDITION EXISTING FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO PRIOR TO GRADING. SUITABLE FIRM NATURAL GROUND. THE EXPOSED TYPE W16 WATER UTILITY BOX (QUIKSET OR 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND T4 EQUIVALENT) WITH CAST IRON TRAFFIC GRATE..... MONUMENT OR BENCH MARK WHICH IS DISTURBED OR THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 3 DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED SHALL BE THE CONTRACTORS RESPONSIBILITY TO >, d FINISH PIT ELEVATION ......................... f pE. BY A REGISTERED CIVIL ENGINEER OR A LICENSED PLACE, SPREAD, WATER AND COMPACT THE FILL IN 7Q O �I I_� LAND SURVEYOR. STRICT ACCORDANCE WITH SPECIFICATIONS. OpS 3" AC PAVING /6" AB ........................... 1 4 . CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED � AOD /T /0/V•oL S.X Ao /6rvf OF /✓A1' 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND EX /ST /NB A.0 EDGE Of Sr J� Q RETAINING WALL (R.S.D. C- 4) .................. MAINTAIN ALL SAFETY DEVICES, INCLUDING TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND Z PAVEMENT PAVEMENT —7L BE pEDAC.orEO av Mt 'EC MAP SHORING, AND SHALL BE RESPONSIBLE FOR UNIFORM CROSS SECTIONS. THE SLOPES OF CONFORMING TO ALL LOCAL, STATE AND FEDERAL EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, _ _ L EVEL L / SAFETY AND HEALTH STANDARDS, LAWS AND PLANTED AND TRIMMED AS DIRECTED BY THE ✓AR/ 5 V '�Pi �\ NOTIFICATIONS REGULATIONS. ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND THE EXISTENCE AND LOCATION OF UNDERGROUND 1. OTHER WASTE MATTER EXPOSED OR EXCAVATION OR HALF 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE- EMBANKMENT STAPES WHICH ARE LIABLE TO BECOME UTILITY PIPES AND STRUCTURES SHOWN ON THESE OC SHALL OF BE A STRUCTURE CONDUCTED BE HUMAN LOOSENED SHALL BE REMOVED AND DISPOSED OF. TYP /CAL SECT /ON PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON THE TOE AND TOP OF ALL GRAPES SHALL BE ROUNDED ARE NO EXISTING UTILITIES EXCEPT AS SHOWN SATURDAYS, SUNDAYS AND CITY RECOGNIZED IN ACCORDANCE WITH THE GRADING ORDINANCE RUBEN9 TE/N A VENUE THESE PLANS, HOWEVER: HOLIDAYS. NO SCAL E 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, THE CONTRACTOR IS REQUIRED TO TAKE DUE -• PRECAUTIONARY MEASURES TO PROTECT ANY PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ,j �ifiVE.PAL 077'l/T1, ALYe05 EXISTING UTILITIES OR STRUCTURES LOCATED HAVE BEEN CLEARED WITH A NEAT AND FINISHED ORA /N.*� EB5eNl0Vr RESPONSIBILITY TO CONTACT THE FOLLOWING AT THE WORK SITE. IT IS THE CONTRACTOR'S APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE • OWNERS OF SAID UTILITIES OR STRUCTURES SECURED FROM THE SOILS ENGINEER AND CITY PRIOR TO ANY EXCAVATION, FOR ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH DECLARATION OF RESPONSIBLE CHARGE: VERIFICATION AND LOCATION OF UTILITIES MATERIAL. AND NOTIFICATION OF COMMENCEMENT OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR WORK: THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION A. SEWERS - LEUCADIA COUNTY WATER 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DISTRICT (619) 753 -0155 Q� �W, 2 % /. Z' DESIGN IS CONSISTENT WITH CURRENT STANDARDS. B. GAS & ELECTRIC - S.D.G. &E. 1 -500- g �j� Z UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 422 -4133 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A.0 PAVEMENT A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF C. WATER - SAN DIEGUITO WATER DISTRICT LANDSCAPING WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. (619) 753 -6466 e 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN TYP /CAL SECTION GEORGE O'DAY D. TELEPHONE - PACIFIC BELL 1 -800 - ACCORDANCE WITH PLANS APPROVED BY THE CITY O'DAY CONSULTANTS (619) 931 -7760 422 -4133 ENGINEER. PLANS SHALL CONFORM TO THE CITY PRIVATE OR/VENAY 7220 AVEMODk ENCIW5 OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED CARLSBAD, CA. 92009 E. CABLE TV - DIMENSION CABLE SERVICES LANDSCAPE AND IRRIGATION STANDARDS NO SCAL E (619) 598 -6666 EXTENSION 262 (� BY • 400" DATE • 9 2. FINISH GRADING AND PLANTING SHALL BE - RCE — 014 EXP -31 -92 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S I' ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 Q �kOFESS /0Ay OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK . PHONE: (619) 944 -5070 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES Q uo N r L . yF ��. ON THIS PROJECT GRADED BETWEEN OCTOBER 1 AND APRIL 15. Q �c� .j. /I' ti L �+ 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON V 8 CALLS FOR INSPECTION. PHONE: (619) 944- `' 5070. ALL WORK PERFORMED WITHOUT BENEFIT OF Q CATE C EXp 9'!* T REMOVAL WILL BE SUBJECT TO REJECTION AND SOILS ENGINEER'S CERTIFI 0 Jlq O TECHN� G V `V I, JOHN E. VERNON A REGISTERED CIVIL ENGINEER IN TE {�I .�� THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS OFCAUF�Q I� IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY LEGAL DESCRIPTION CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS _ EASTERLY 185 FEET OF LOT 17, RIDGEWAY HEIGHT5' AS Q Q CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY i /TAG PER MAP 2163 IN THE CITY OF e7�C' N • � r ME OR UNDER MY DIRECTION BETWEEN THE DATES COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. O Q I -or -o1 AND �b.0! ONE COMPLETE COPY Q0.pFESSION�� 0 OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH p EA yG� ,IA,V/A FE OR/VE OWNER /SUBDIVIDER IV MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE Q�" p OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE y Z Z DONALD A. CDUNTRYM,9N REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE �, (�111L1 a �✓E'V /� /70-I JUP/TET STi�fEET , w + , RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR W 9 `Q fx►1'�ICO LEUCAD /F�, CA 926W �OQ0.0FESS) f CONSULTANTS Of � O THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING 1 � a 'E p a fj CIVIL ENGINEERING 7220 AVENIDA ENCINAS ] (10 Q (� PLANS AND SPECIFICATIONS. J ci O� J /7E �� O ' II G PLANNING• PROCESSING CARLSBAD, CALIFORNIA 92009 GA` SURVEYING PHONE (619) 931 -7700 :7 b '/' � SIGNED 7�,., �- /C /N /TY AMP P ASS ESSORS PARCEL NO: 260- 083 -52 Np X014 DESIG(JED BY: Oa/E EL DATE: ✓" •z I ` RCE NO.: Z / /Z/ G� �„8 N0 3CALf * ' r l K CY^ * PPROJECT EN DiPCE ODAY I SCALE: oM No.: - / N B9 -9- / O/9 OF I - LLJ Cn cn EXP. DATE: _ a y_ SO — QS ENGINEER OF WORK: LLJ LLI LL CEO/P O'LWY R.C.E. 9,?014 DATE U lc� REVISIONS APPROVED DATE REFERENCES DATE BEW, H MAW BE , SCALE SPECIAL D16TfMCT DESIGNED BY DRAWN BY 1 CHECKED BY APPROVALS CITY NCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. z LL1 Q JANa✓ESO CbUNrY�I/C.V OC -DSO PLANS PREPARED UNDER SUPERVISI N OF AI90 p CIAO /N&' PIANY FOP: TPM 89 -01 4 HORIZONTAL DATE 9 BY: ��� a Vy� - - E/VC�/V� rjQ,` EYEV /7/ 14-5. 3ZO/4 CA", �.�ts /ivEtr7Q 99( G /NTEPSEC77GW OFSAN77l FE LLP�YE R.C.E. N0.: CAL. COD/P ,�/9 ' 1677 VERTICAL ENGINEER DATE: G'2t -tOi a / , eE R�w G RCE '� EXP. /l •�/ 92 R.C.E. 1- WORK PROJECT NO. SHEET / OF 3 i — I /4o - iao ° 2•/ sIQ�C' 1 P % SloPE 170 3•'/ SLOE RE -41, Me W, ,DETA /.t/ /N6 WALL Aft7R�sE0 6PADIf SEEP•A6E • SEEPAGE • P/T P/T SEEP.A'SE P/T SEE.oi•!6E SECT /ON Z• /70 /TO — Pir SECT /AN ,�•.� CA SCALE NavZ- -/ ; /o' 1/EiPT. /••is' SCALE NO.PZ.� - / % /O' Q /6D /60 — vE ,� T _,. SS . SECT /ON 9- q SECTION /o O SCALE //QPZ. -/ "■ /O' � ��, f J J YERT. - J' CLEAN 0(!T r �^ C - r / I �� ✓, ✓, J� J �% 3 SCALE 173 0 GAP ✓, �, J=i J C' ^1 170.75 ( �, . / sa�zunrAl sEEP.ksE �� Rd ° Ex�sTi.1,� e" Ac.� wArE.e R MOTE. / P/r �, /Q UBENS T E /�t/ , EQ nA E. I E� ADD /T /Q�i Z oseeamn&v TES75 w/Ll o (P �`X /3T /•1.0 PAC. w � w SE p S 6'1 w EX /Jri� B `MCP a p.Q \ 3 \ BE REOWRED m CONF/R'M PfA'COLArmv TE[ R/SE,Q PRO Po � 2 R �r pO ,%46 SE/✓ER �1 \`�. RATL'' P�Q /QQ Tb THE CQM,STxccr /AN of _ _ 18 U D• _ .PErENr10W Fi9CY /L/rle5 AiTE.e 6RA0/NdL. /+ F ,� P EX /3T /N6 Eg6E fs Lx DETA /L ONO sew c) Owe ,(. y / m , 6 KEC. YAGfGT / dt ) ) / /8 d9FIy) APK" Od 1 fJ ` OF PAI�Gri`1L�N 1 �9 ) �y EX /3t /N6 EDGE / ZB (l (l (� > PAYE/'JENr (/d ' a do , / .P xe L�FfE.l � 1 — fX/.s P.P. O/ZO x II J7XQrTL /6YT T.dW W.4TE.P .METER -- //EALiEP Alv mI EXIST /.NS W I I'LL -• Ear 15M* 7',y 1 8) PARCEL q 9Z CLxC'RE72�!JTl�ICCO � 1 , . - ( /1G.3,E 3 (► I P/ WIZ / ' h✓ALC I v � w PR /I�i/Tb`' 67fJ'61Sf1.�' UT•t! /TY�I"c"�S �' I 6' 4.0 P. T. WAD LID � _ � 3 I �+'��//LJP /11�1/TAL i c N /7 FPE. L /70. SO FET CAP /T)P) a � � ,� ° D ° ° � O (J 9G� 4 rg0%/GZ!/ldVrigC �) ` � 1 l l� = o° °° p F/LTERFAQ � � V ° pp - �x " p 90.F. P. IPr=G % I h _ _ . tih— L — Z I ��G isrirro Z f. •PE /69. Ao PxG (il0Y,l6. F /.P PT. Fb \ ir h /7G SOIi'1.s1r) / 7l 5 !/ /�ffAf1�I,� A`TJYCf IpMlovle5 34 ° o ° a ° ° ° ° ° / ° .PO I LX / ma G Z -2xG W /4- t0''E./. �\ �`' Y i Er ("/8 "dv'0044L'ELS f6 �� `■� G/FSj DETA /L /Q �� /T3? v Y ENO SCALE) LOT L /NE DATA TABLE i 11 N0. LENGTH 911 R /N6' /L RADIUS 14) of 68.7/ ' 17j B 1 0 - �� �- 9;rs0 ;yCyP/IO,VTAL ,y • SHED T06E I I O Q`l" 1 v ic \l 3 9.90' 22°40'36" 25 00' ,PEMO✓ED _ J — �r SEEP.SKE PIT p� e3 F.P. E. h ¢ 9.90' 22 °4o'S6" 25.00' TEMPORARY 9L OPE zo7/� SEf P/r 13 3 �,�„�� �Z 8 �Q 5 /3.69 ' 38 °56, SEE NOTE BELOW 0' Z (JEE L�r� A " e' p �R p �, ��, h 6 6B. 71 S 78 36ZE !t/ — SEE GL�TA /L "C' 11� 1 � �� E \ eto 1� '115 b � 1 1 Q M/f OVERFLOW �� /70.71 ,g / �i � LG /d 1 L� /G 3 - o 171. lG 3 fTrPier[ EX /ST /A/G WALL -. O / /E -- C - / v SEWEiPP/iC° EX /STING nelwwi of D /1�'/f �\ t I`1 rI G'8' ��kk ,� 1 R� � J � ° // I \�" Pv /of f ,�o��P h° o �,rFA�lIrED PI�C U� 1 9120 �It� h c I C P / "ROC.0 BOTTQM OFr.PENCN _ /x,.Z/ I� ��SEf LTA.t 'B` �1� 1� \� IsEE Lf /A /L "B" /8 7 ' 0 BE LEVEL I� TxLf J//EETJ 1� 6 � � TN /3 SHEET I v v 1 J I QETA /L "B "" 1�a E i CtoNCPETE6 LTlXCO I�(we RMIZONM SEEPAGE PIT TJ'PEB (NO LIjrl 6SSIO CONSULTANT /MOTE : cwopi ry BLOPES ATWEST OFS/TE CIVIL ENGINEEKINGEOF 7220 AVENIDA ENCINAS Q ^ ' ,OP ® ,y PLANNING• PROCESSING CARLSBAD, CALIFORNIA 92009 z `V LIRE TEAIPOYPA�PY ONLY. � y z SURVEYING PHONE (619)931 -7700 RETAIN1W WRLLS APE TO BE B1111 DESIGNED BY: N DATE: UNDER 9GrRM.ATE BUILDING OERN /T U 32014 DRAWN BY: *JW" SCALE: r ' 1_ ALL SLOPES TO se 'q-4#7w /? 3 / 9 * PROJECT ENGR.: 6 DD CIVIC N/TH MEPlA1NT /S 0. C. sl Jos No.: �tE OF CAUL ENGINEER OF WORK: w LiJ I ii 9 jb z 6 e6dE O''My R.C.E. JeO /4 DATE z z By N By REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW MALE SPECIAL DIET ICT A" ROYALS CITY OF NCiINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. LLJ Q SAN D /EGO COUNTY BE.vCN OC - D /SO PLANS PREPARED UNDER SUPERVISION OF 6RA0/NFf fYA.4/J fG►� TP/`1 B9 -GId9 ELEV. ' /7/ /Z M. 51- HORIZONTAL •l0' DATE : - Vi BY: - - EMC /N/TAS T. P. NI• 8.9 - 089 9960 -G R.C.E. NO.. CITY A geMeW /NTE,!JECnONL c .%*V A fEAR /yE VERTICAL DATE: 10 -7-1-!10 CAL. COR: 3/4 -/G 77 AND QEI�GLV.WIA - eO,40 NQJNEER ,Z�yt SHEET Z OF G'E01P6E ODAI' EXP. R.C.E. 2�1d WORK' PROJECT N0. 3 EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT AT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS t0 /0 eo 9F7 TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE 1 SATISFACTION OF THE CITY ENGINEER AFTER EACH NOTE' RUN -OFF PRODUCING RAINFALL. X /3T /NG B s�� ° k/9TfP RUBENSTE //t/ /�I�ENUE ADD /riGw�vL PFP["OCArraV 7'E.5r W14 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL O lt, - - -- BE' le4e - o j/RG - D TO 4eeeoL l9,r1 EROSION CONTROL MEASURES AS MAY BE REQUIRED BY %5T /NG /'9C SEwelle 8 � ZZ� 3 �E RATE P,Q /GlQ 1b r,�/E CONST+f`(J� rI&V THE CITY ENGINEER DUE TO UNCOMPLETED GRADING E< ��SER I 1 PETfiVT /(yi✓ FAC /�/,7��5 4FTG�4""9L /t°tr, OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH , MAY ARISE. I COX /_ST /NG EDGE fk /STING E"fol' k�4U1 �B �� 89C� G 3ji 6 Of P�9✓E/IEiVT 19� � 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC ' TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS EXi�T /NG ' CREATE A HAZARDOUS CONDITION. Y /5T /NG ��' F�OF�S�D SOD 9 f�� /Z09Z7 ST��ETti6Hr * zO4�G 5 /i 'Z9j'/ E /-9- 9? DGD�I>aTiDN kG4Ti`� M 7fP 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE EX /S' /NG (c`OhCXiG� t -- APPROVED GRADING PLAN SHALL BE INCORPORATED /F/7D q8 FbFG %o 1B ESC HEREON. ,y 1 D -, 9 n, � 4F P.9YEiNENT i5T /NG lPEf S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST X /5T /NG W4LC , 'o O �j B O / 1 L 66 FA DRAIN AWAY FROM THE FACE OF SLOPE AT THE _ ( 9 e ) \ CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL it BE IN PLACE AT THE END OF EACH WORKING DAY E�' NG 7 ",�/ `/ t 9"5 1#(16W A�tOD.VG /i{/(ET3 WHEN THE FIVE (5) DAY RAIN PROBABILITY �CwCPEr/ 5TG/CcL� ") I �i�/P�EL /B� FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH I - P /V9Tf 6EUEPA�_ J7 /L /TY,9r�, <5�' RAINFALL. SEEF9G�" lair 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW '.5 /s S �' / • ���i�'Oti /9� �8 INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF l Jfff'AGf f�i/ THE EROSION AND SEDIMENT CONTROL HANDBOOK OF 1� ZZ � ZZ Fb APE Yo 9 9c2 :�;:� THE STATE OF CALIFORNIA DEPARTMENT OF n� n +BTU 1 w SEfDE!Ai� .9 vC3 G4tE CONSERVATION. p h` ''� h ✓G �f- r DECLARATION OF RESPONSIBLE CHARGE: J I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION �R �5 k D Gb I E 64fE 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE p A 1 4 DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ,� SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO /P CEL G' a f G �/9/P 3 PA A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF r � ( y , ,� • t , `' � ''� ,� �v WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. �' � / GEORGE O' DAY AC O'DAY CONSULTANTS (619) 944 -1010 7750 -2H EL CAMINO REAL �� k' ,, 1 CARLSBAD, CA. 92008 � / - P LO. 00 �� vfft 19 BY: ,� DATE: 9 S ' °E ' �' ti _ Q ACS 33 14 EXP 2 -31 -92 < a TAB o')_ Zi0 1 f6 � �F 'v y aw G y 5, f. 5 /E �/ r �(j Z F yD y B 5" G B 5a V G iG 4Z 4/ loe" /4'r✓ ,4 p , 0 �qu 4 4 " �2, �� , �h�� u�° 4'.oEc� a4'•v'cr �`� �h �o� gy �G � 9'�EP`o�9rfp �'v' � �9' 'ZG �C �.�� � � Si . zf w �J � 4 � FkZST /NG 4 O L' PF 'f w /1 c q' �^; l • I ' W 1 � n om ' J CONSULTANTS 2 Q O CIVIL ENGINFERINGE 7220 AVENIDA ENCINAS ^ . Q PLANNING • PROCESSING CARLSBAD, CALIFORNIA 92009 Z =V b 7` SURVEYING PNOME (919)9317700 l v No. 33K 4 DESIGNED BY: M. OCG /ELL DATE: oi DRAWN BY: ~ /N SCALE: / ' - e v - PROJECT ENGR.: 6 QD JOB NO.: E9 70/9 Ld � z C/7 �NGINEER OF WORK: W W WI SeiWe' OI�i9Y R.C.E. 9IO /'1 DATE • Z By Arb &Y REVISIONS APPROVED DATE REFERENCES DATE MARK .SAL T A�'�'g CITY OF ENCINITA8 PUBLIC WORKS DEPARTMENT DRAWING No. W Q � t i1 4 CbNreloG' PLANS PREPARED UNDER SUPERVISION OF APPROYG /lr.tit�cs •� e A TP/'f S9 -Ad4 SAN D /EGO CLXWry 494FWC N & OW � t0 A CL 10 E 1C/N/TA✓ / • PA 8.7 " 09 940 / ' DATE 9 � BY: e'LEV. - /7/. /Z I- SL. HORIZONTAL . Cirr eAfS>A4CE.r /tire.�s�cnavc�.�otirAa�w6 R.C.E. NO.: -?lGY� DATE: G•'it -90 CiQL. COW. J14 -/677 /P -j /y1Z �9'y0 LY�SH /•PE ROAO 6EQ46E OO�I' EXP. R,C.E. '01g11� SHEET �3 OF 3 VERTICAL ENGINEER WORK' PROJECT No.