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1999-5941 G (Plans) •rrrrr ' j t rrE SOILS ENGINEEWS CERTIFICATE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS C A LIFOR N I A , 4M/� trA ISTERED CIVIL ENGINEER IN THE STATE OF REG o TEST THE C FOR PRINC IPAL DOING BUSINESS IN THE FIELD OF APPLIED SOIL N �+ STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING "AND STUDY OF THE SOIL CONSTRUCTION STANDARDS OF THE CITT OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY �Q AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DIRECTION BETWEEN THE DATES to AND /!- /O -`�8. ONE Ts � THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE 'SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETE COPY OF THE SOILS REPORT COMPLIED FROM THIS STUDY, WITH MY . REQUEST FOR INSPECTION COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS Q RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND 2. THE SOILS REPORT TITLED AMERA11 RESipENcLE PREPARED BY ' OESTER9 OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR �• Mt�oa ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS Oc�AWs A►o 95 SHALL BE CONSIDERED AS A PART OF THIS THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND - BLVD GRADING LAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. SPECIFICATIONS. f RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED. SURFACES pFESS /pA, FACES TO / < . t;ZIM,� 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL SIGNED: CE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE ti c LOCATION WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO RCE NO. • C 2 6 70 EXP. DATE: ATE• THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS R6aE .: ' C Mo Xr fa 3 • Cw 3 -1 - 00 cc 31 -oc VICIKITY MAp PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN � � ��, ! NO SCALE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. _ F OF CA1.�F� 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PF)TECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DECLARATION OF RESPONSIBLE CHARGE EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 00NSTRUC.11W4 ITF,?4% 4 LEC 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE � � CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS OESCQIA"T10U bWG NO. �.E•�D QU�IUTi'rY REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS ©Co 1JST RETAI►JINGW�+► - SDRsd'c - S 1. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS tNSTpLL. 12�k DRAIN tiOX O o f EA. DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW AND DOES NOT 3 ` INSSTALL .4 OR to PVC DRAM Pith 2215 L:F TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR CT AND REGULATIONS. DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY DESIGN. Q R ;OFESS /p ® IMSTAL�- RIP RAP o - 4 0 0 G,)l. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 1 T 0. s,�! IN ST_/�l� ORIVEV tY C� M O 5•F. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED THE SEA BRIGHT COMPANY �p� •a�c� _ -CUT .SIAWE �Z :1 M11X j � --�- -� A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT pr THE TOE AND TOP OF ALL SLOPES CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. 4322 SEA BRIGHT PLACE a ON s HOURS OF 5:30 P.M. AND 7:30 P.M. NOR CN SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. EXISTING pAY1N�. _ CARLSHAD, CA 92008 * ft 341-0 RECOGNIZED HOLIDAYS. - 619/720 -0098 * CONCRETE t= 1�tW01<K •�•��' ' 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL `g CW1L 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING BE COLLECTED, PILED OR OTHER WISE DISPOSED OF OFF THE SITE BY THE OF C w HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY CONTRACTOR SO AS TO LEAVE THE A'EAS THAT HAVE BEEN CLEARED WITH A BY: ©. DATE: 3122 INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND NEAT AND FINISHED APPEARANCE FRE' FROM UNSIGHTLY DEBRIS. APPROVAL I PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER RCE: ZB30Z EXP. DATE: - 3 1-311 0 AT LEAST 48 HOURS IN ADVANCE B Y CAI, LING (7 60 ) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. -'� 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY - - PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL D. LAMSC"IN SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED TV ACCORDANCE WITH CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH PLANS APPROVED BY THE CITY ENGINEER PLANS SHALL CONFORM TO THE O WNERS CERTIFICATE REGARDS TO THE HAULING OPERATION. CITY OF ENCINITAS GRADING ORDINAL ?CE AND ALL ADOPTED LANDSCAPE AND F 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BU IRRIGAilON STANDARDS. PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST AN Ate- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "SHE GRADING PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY ' UNDER PERMIT NO. "I -G HAS BEEN PERFORM ED IN SUBSTANTIAL AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. CONFORMANCE WITH THE A PROVED GRADING PLAN OR AS SHOWN ON THE GRADED BETWEEN OCTOBER 1 AND APRIL 15. ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE: 3�2Z DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING Z. EROSION CONTROL ' OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 13RiM • - 3 9� SUN SE1`` DRtVL _ 31OTIFICATIM AT 160 - &A 3 `13 0 2 8 _ SAO MS AND WORKERS FOZ EME;:= ENC7t' WORK SHALL BE MADE F• 1'�YDROSE.EO 1. THE EXISTENCE AND LOCATION OF U"'.?ERGROUND UTILITY PIPES AND 2. ST'_".UCTU.2ES SHOWN ON THESE PLANS WERE 7BTAINED BY A SEARCH OF THE RAINY SEASON. AGL NECESSARY AVAILABLE AT ALL TIMES DURING BEST OF OUR KNOWLEDGE THERE ARE NO MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO i• H y OROSEEDiNG SH AL.t_ !! E. APP LtEp TO ALL PES THATAtCE GRADED 25 G . X 00 AVAILABLE RECORDS. TO THE FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS f►: I (1•IORI TO VE•RTICAL•) oR sTQF_MF WHEN ?liEy ARE• : _ EXISTING UTILITIES EXCEPT AS SHOWN ON THE PLANS, HOWEVER: o�. THQEE GEET OTC MORE. IN 14EIG14T 1 N FILL AKEAS. EMINENT. Y EET OR MOBS IN HEIGHT IN CST AREAS, uNI�SS SLdE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO b• tS FI E F i PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 3. DEVICES SHOWN ON PLANS SHALL NOT HE MOVED OR MODIFIED WITH OUT NOT Su�3 1'EGT t0 >eROS10N t�VE 70 THE GROSlON � AOE t_Att3� +i>I,NT3ttEVtlS_ Rr THE APPROVAL OF THE ENGINEERING INSPECTOR %%STA% - T CHARACTER OF Tlie 1�M'TER►AL_ AS SITE. IT IS THE APPRONED CONTRACTOR'S RESPONSIBILITX TO CONTACT THE _ 33( VIA LINDA DEL. SUR V FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY ay THE CITY ENGINEER- N FOR VERIFICATION AND 10CATION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEV ICES TO ENCINITAS, Vl 9202 Q EXCAVATION, OF UTILITIES AND tR WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH Z. R1GATI0N St�ttk MAIN'(IIIN TYtE MOt STURE KIEL- OF THE SOIL. NOTIFICATION OF COMMENCEME *7T OF-WORK. _ AT THr• OPTIMUM LiEVEI_ FOR THE HE GROWTH OF T � RUN -OFF PRODUCING RAINFALL. NyoaosEF.oEO GROWTH ToP13GRAPHI Wf- _ ch A. S EWERS - M• A - SEEPAGE 'PIT . 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL - EROSION CONTROL _ � � � SANTA FE SURvENs,11►tC.. -y�_ • ', MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED Ft H B. G��a C4�LECTRIC - '�(o�i3- q�0- ''f'TZ'r SOGk�• � - _ 535 NO�R'CGWy .101 - .SUt'1"E G 7" GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. - _ :_ SOL.ANA SG ACH, CA 0 )ZO75 C. MATER -SAN DW- WITO WATER= l (o0 (033 - 27 C _ _ 6. THE CONTRACTOR SHALL 8E RESPONSIBLE AND SHALL TAKE NECESSARY ( r 1 ° � 25 -32(00 OL V Ul D. TELEPHONE - t - b0�' 422' g13�S s 1� AC1F1 C $Et -•L- PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED = WATERS CREATE A HAZARDOUS CONDITION. I E'. CABLE TV - %-7W- s CO CABLE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING P P& s hY w Q• 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PLAN SHALL BE INCORPORATED HEREON. TI'kE 5EN B1ZIGt�iT C:ONii1�J . PROJECT. PHONE: �tio /633 =277 METER I:UST DRAIN AWAY FROM EARTHWORK. 1 37-?- SE^ BRIGHT PLACE PRIOR TO BEGINNING ANY WORK ON THIS 8. GRADED AREAS AROUND THE PROJECT PERI LS FOR THE FACE OF SLOPE AT THE CONCLUSION OF EACH WC RK DAY . 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON GAL r OARLS$/iitD� C� 9Zbo� 760 - 1ZO- 00°)8 INSPECTION. PHONE: 7W/633-2770. ALL WORK PERFORMED WITHOUT ALL BE IN PLACE AT THE CUT = 1 � � O C.Y . IQ � BENEFIT OF INSPECTION LL BE SUBJECT TO REJECTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN S ' END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY �" FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT AND OTHER DEBRIS SHALL FILL = C.Y. ROBERT o. SUKUP RcE2830Z BE REMOVED AFTER EACH RAINFALL. IMPORT/ = I'110 C.Y. - - .• RONMFNTAL D A TA: 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE �EGAI.. �3ERlP 1 ICSN - W N c EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO * EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND A P01ZTIOPI Or- LOT 2 7, MAP 180k, s • • n = 5:1 NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL 1) Steepest Ex is t i ng Natura S On -Sete INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR SISASIDE Gnt)EAS ANNEX. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF SWELLING FACTORS ENCIN CALIFORW t W 2 Maximum Vertical p a th of Cut = 10-15 CONSERVATION . j < z 3) Maximum Vertical epth of Fill = = o " SAN DIEGVITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT cWNTy HEALTH tDEP AR:TMENT a !� 4 } g Average Depth of ut = 3.S� 61'1 ck IZ d)SO*) Approved p Ww1.L OOPR G F R ent' 0f c WIf onmentef Nellth z 0� 5) Average Depth of 111= o n , 1 TURE XPIRES 5 Mw DATE 8Y CaA _, ,•tE . DESIGN D BY I CHECKED BY Z � 1 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPRJVALS CITY OF ENCINITAS ENGINEE p EPZ. DR AWING N0. W Q d Y CrT OF EINcINIT C rfm AS-o0- 14 o-EL7?g36 PLANS PREPARED UNDER SUPERVISION OF RECD DED-j A U �p ALON AT45R �►PAXT 200 OF INTERS. ANQR�.W S GRAbI1J G PLAN of HWY 101 f ENCINIT 5040 oN N.E -CtlR HORIZONTAL s 10 DATE . 3 ZZ I 1 22 8Y: By Y\' ADDRESS: 3IM SUNSET ORNE 5�9 No A23 - ZbS av - OF R.R. owOck- >t HigN IT AS rn�S1� dLV D. 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HOR;ZONTAL G.iTE BY 8Y: c# jZXavOC -E No AZ -tea MX EHC ,ADDRE , 314 SU SET DRIVE Bl• . A%WT (e' E• of c of TRACKS sw IN ' ` a {KM+ �. R.C.E. NO.: 3 0Z _ 5��} �' G AZUTMENT FLUSH WITH SURFACE STND DISC VERTICAL ENGINEER GATE: DATE: - AP N 256 -400 - 3°) ' Nw !o•r .o� Y 40 EXP r oZ woR►c Pao,>FCT No. SHEET 2 OF Z i 1 .