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2001-7034 G (Plans) rSTA7E QVIM IG S10111 BE ONS AND , , � A ©U40 ED SOILS GRA DING PL A N F OR I HEREBY DECLARE T>`A" AM THE ENGINEER OF �r FUR IM PROJECT, R OR UNDER HIS/HER DIREC7701V HE/SHE V TALL OBSERVE AND TOTAL CUT 3770.4 C. Y. THAT I HAVE CHARGE OVER THE DEESRW OF THE E EXCAVATION, PLACEMENT, AND COMPACTION OF nLLS AND 5 1EMP�ORARY EROSION CONTROL AND SURFS SHALL CONSIST OF ONE PITH TOTAL FILL• 9338. f C. Y. PROJECT AS DEFINED IN SECTION E D IG 7 BUSINESS AND CURRENT LS AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS OF SANDBAGS, ONE ROW HIGH, PLACED AT 70E OF ALL UNVEGATATED IMPORT- T - 5567.7- C Y PROFESSIONAL CODE. AND THAT THE DESIGN /S CONSISTENT WITH DEMARATJON OF S AS REQUIRED AND *XL. DETERMINE THE SUITABILITY OF ANY FILL SLOPES. A PN: 6 4 V , 4 O THIS PROJECT PROPOSES TO WORT 0d7.7 CUBIC YARDS OF WTERIAL STANGhIRDS L UPON COMPLETION OF GRADING OPERATIONS. hiE FROM THE PROJECT SITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED /SHE SMALL INTO A LEGAL DISPOSAL SIT£. THE APPROVAL OF THIS PROJECT DOES NOT 1 UNDERSTAND THAT THE CHECK OF PRQIELT O1PA11'INGS AND HAT OBSERVATIONS AND TESTS WERE MADE BY H IM/HER OR UNDER SPECIFICATIONS BY THE CITY OF ENCIIWTAS 6 CONFINED TO A REVIEW ONLY HIS /HER , SUPERVISION AND THAT MV HIS /HER OPINION, ALL EMBANKMENTS ALLOW PROCESSING AND SALE OF THE ARTERIAL. ALL SUCH ACTMITES AND DOES NOT RELIEVE MME; AS ENGINEER OF WORK, OF MY S AND EXC4VATIONS WERE CONTRUCJED IN ACCORDANCE WITH THE APPROVED 1, THE ENGINEER PREPARING rhTSF PLANS MALL MITT OF RESPONSIBLE REQUIRE A SEPARATE CONDITIONAL USE PERMIT. RESPONSIBILITIES FOR PROJECT DESIGN. GRAD ING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE FOR OR LABILE FOR , UhAUTHOR /ZED CHANGES TO OF USES OF THESE LEPPERT ENGINEERING ���� ACCEPTABLE FOR THEIR INTENDED USE. ESS /� PLANS ALL PROPOSED CHANGES TO THESE PLANS AK/ST BE AV WRITING 5190 GOVERNOR DRIVE, SUITE 205 AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS SAN DIEGO, G 92122 -2848 2. NNE CONTR4CMR SN ILL PROPERLY GARM ALL Dr.4VATED StIRFACES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UIILRY PIPES AND ( 858 ) 597 -2001 TD PROVIDE POSITIVE DRAINAGE AND PREVENT POND/NG OF WATER. 2. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SALE o SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF HIE/SW SHALL CONTROL SURFACE WATER AND AVOID DAMAGE 70 AD"MW MESPONS/BIL.IIY FOR JOB SITE CONDITIONS DURING THE COURSE AVAILABLE RECORDS PROPERTIES OR 70 FINISHED WORK ON THE SITE AND SHALL TAKE CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS ARID . 70 THE BEST OF OUR KNOWLEDGE, THERE ARE NO 10 w b1 {� 3>3� EXISTING UTILITIES EXCEPT AS SHOWN REMEDAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS PROPERTY; THAT 7HfS REQUIREMENT SHALL APPLY CON77N000SLY AND NOT THESE PLANS. HOWEVER, THE �r UML SUCH 77ME AS PERMANENT DRAINAGE AND CONTROL AIIFASURES HAVE BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR WALE ,,,, CONTRACTOR /S REQUIRED 70 TAKE DUE E PREGUIIDNARY MEASURES TO RCE 2628J PPRMT LAZE 7lf JVHN D. � JEEN MISTAL.LED. SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER hARMLESS *i PROTECT ANY EXISTING U77U77ES OR STRUCTURES LOCATED AT THE WORK FROM ANY AND ALL LABILITY, ARISING FROM THE SOLE NEGLIGENCE OF THE SITE IT /S THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOW#W DATE 5-31-02 I ALL ARl!AS 70 8E FILLED SFWl W PAD TO BE FILLED AND FILL OWNER OR ENGINEER •~ $I F OWNER OF' SAID UTILMES' OR STRUCTURES PRIOR 70 AND LOCATION OF UTILITIES AND GTAN E XCA VATION FOR SMALL BE PLACED AV ACCORDANCE WITH STANDARD SPEC/F7CATIONS ALL OF YEGETABILE AMT7ER AND OBJEC770A14BLE U47ERIAL SHALL BE REMOVED BY I CONTRACTOR SHALL BE RESPONSIBLE FOR LOCAMOM A94)N7AWW, COMMENCEMENT OF WORK. f' CNh&t l Af. CN /tf i r "Pi ., A CIVK EIV�GrtVM N THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 15 TO BE 1lELOC477NG AND/OR REMOVAL OF EXISTING UTILITIES, REAL OR ALLEGED, IN PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE THE COAWEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, SAN DIEGO GAS AND ELECTRIC THE STATE OF CAUFORN/A, PRINCIPALLY DOING BUSINESS IN THE FIELD OF FM?M NATURAL GROUND. THE EXPOSED SOILS SHALL BE SACRInCED TO A EXCEPTING FOR LABILITY. PACIFIC TELEPHONE 1 -800- 422 -4133 APPLIED SOIL MECHANICS, HEREBY CERTIFY ThAT A SAMPLING AND STUDY CABLE TV DEPTH OF 6' AND THEN COMPACTED 10 A ANN/MUM OF 90 PERCENT. IT + � d I AS MADE BY ME OF THE SOIL CONDITIONS PREY WITHIN THIS W SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, MATER, 4• CONTRACTOR SHALL REPLACE ALL OR DIMAGED SURFACE WATER: OL/Vf7VHl�VN MUNICIPAL WATER DISTRICT (760) 753 -6466 /zq OR UNDER MY DIRECTION BETWEEN THE GATES Lt AND AND COMPACT THE FILL IN STRICT ORDINANCE WI7H SPECIFICATIONS. MIPROVEMENTS WITH IMPROVEMENTS EQUAL OR SUPERIOR. Immmma SEWER: LE"M COUNTY WATER DISTRICT (760) 753 - 0155 -- ONE COMPLETE COPY OF THE SOILS REPORT C014MID FROM THIS STUDY, MATH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 5 4. cur AND FILL SLOPES S'r�l[t BE CUT AND »�ncnu�D To l�IISH MADE S THE DEVELOPER SHALL BE RE A RESP TMT ANY ANW IEM OR 2. CONTRACTOR SHfi4LL -W77FY THE CITY ENGINEERS' OFFICE 48 HOURS THE OFFICE OF THE CITY ENGINEER, FURTHERMORE. I HAVE REVIEWED THESE ID 70 PRODUCE SMOOTH SURFACE A UNIFORM CROSS SECTIONS THE �NCHNNARK WHICH IS DISTURBED OR DESTROYED SHALL HE REESTABLISHED PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN SLOPES OF EXCAVATIONS AND ElVBANKMEMS SHALL BE SHAPED, PLANTED AND REPLACED BY A REGISTERED CML ENGINEER WfO IS ALLOWED TO 63 3 -2770 THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE SL O 1MMED AS DIRECTED BY THE ENGINEER OF M AND LEFT IN A PRACTICE SURVEYING OR A LICENSED LAND SURVEYOR AND A CORNER VICINITY MAP GRADING PLANS AND SPECIF7GTIONS. A / AND ORDERLY ECT ED 70N. ALL STONER 14FOTS AND OTHER N A RECORD OR RECORD OF SURVEY FILED AS REQUIRED BY THE LAND N. T. S. SURVEYOR'S ACT. J. THE CONTRACTOR SHALL CANE 24 HOURS NOTICE ON CALLS FOR EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE INSPECTION. PHONE. (760) 633 -2770 ALL WORK PERFORMED WITHOUT SIGNED: CA BLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE BENEFIT OF INSPECTI0N WILL BE SUBJECT 70 REJECTION AND REMOVAL. CHARLES CHRISTIAN RGE NO. 00215 LATE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. a GbI1I7RAC10R N7L.L AWE E7rPL0I�AT10N t LOCATE EX151TAIG T R SUITABLE FOR PLANTING Dow TO BE 4925 MERCURY ST EACTME NtIC � I ALL T14EES, 64L1SH, Al APO DIETER LAW SHALL UNDERGROUND FACILITIES SUFFICIEN7LY AHEAD OF CONSTRUCTION 70 PERMIT ?. CONDITIONING THE SOILS SO ThW /S SAN DIEGO, CA. 921 It N COLLECTED, PLED AND OTHERWISE DISPOSED OF OFF THE SITE BY THE REVIS IONS 70 PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL BY L 858- 496 -9760 � Cfy gi Gb1V7R4CTOR SO AS 10 LEAVE THE AREAS THAT HAVE BEEN CL.EAI?EI) WTH LOCATION OF EXISTING FACILITIES JOB N0. CWF 201.236:1 - A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS A. ADJUS771VG THE SURFACE SOIL MOISTURE TO PROV/D£ A APPROVAL OF LOC477ON OF DEBRIS FILL SHALL BE SECURED FROM THE Z LOCATRON AMID ELEVATION OF MOPROWMENM TO BE MET BY WDRK TO LAMP, BUT NOT SATURATED SEED BED. 1. ALL WORK SHALL BE DONE NV ACCORDANCE WITH THESE PLANS, THE EV_ 9 s - SOILS ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH AMTERAL. ALF DONE Sl b4LL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO B: THE ADDITION OF SOIL , PH ADJUSTMENT, STANDARD SPECIFICATIONS FOR PUBLIC WIORKS CONSTRUCTION, THE DESIGN * f CONSTRUC7ION OF NEW WORK. LEACHNG OR COVERING SALINE SOILS 70 PROVIDE VIABLE CONDITIONS FOR CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. AND THE LELIADA COUNTY WATER grp�Apd t NV AREAS NOTED TG BE Ct.EVP£D AND dPUBBFD, SILL GROWTH. . PROTECT IN PLACE ALL NP�ITION. ANY DAMAGE 70 PRIG477ON SHALL BE � BEFORE FOR THIS CONTRACT, VERIFY LOCATA N OF DISTRICT STANDARD SPECIFICATIONS AND STANDARD OR4W"NGS ANY REPAIRED AT CONTRACTOR's COST. UNDERGROUND UTILITIES 4. M'DRDSE'EDED AREAS SHALL BE AMINTA/NED TO PROVIDE A VIGOROUS CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY GROWTH UNTIL THE PROJECT 6 PERMANENTLY LANDSCAPED OR, FOR AREAS ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. A CONTRACTOR IS REQUIRED TO TAKF PRETJI fvmRY AI0MVRES TO WHERE HYDROSEED/NG /S THE PERMANENT LANDSCAPING, UN77L THE PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 2. THE SOILS REPORT TITLED l�r OF PfRII /M/NARY GEOTiECHNICAL LAVES NOT OF RECORD OR NOT N ON THESE PLANS. NVVMG47 ON (SCH/BLER RESIDENCE). PREPARED BY CHRIS714N WHEELER 1. STANDARD SPECIFICATIONS Fir PUBLIC MOWS OA IM 1. NV CASE EA/l:7H►GE1iICf' IR7A'R 15 RE7j[!1'NA CONTACT LAND SC7NI9UW AT ENGINEERING INC. DATED 5 -4 -01 SHALL BE CONSIDERED AS PART OF EDMONy ) 811 -293 -2288 (MORK) OR 858 -756 -3172 (HOME) 24 M 'RS 0007 THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED NV THE SAID AND IIAMERS FOR r_wnmivc ' Wow SWL BE AM REPORT. AWLABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL I (LYE) DO HEREBY C£R77FY THAT A REGISTERED SOILS ENGINEER OR 1. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE 15). ALL AIECESSARY A0147ERALS SHALL BE STOCKPILED ON SITE ON GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL DaS77NG UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION 3. APPROM OF' THIS PLAN DOES NOT CON,'S 771 TF APPROVAL OF WE I. COUNTY OF SAN OVECo STiATVa4AD Dm NYCLUDW ALL OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONS7R(AG7M GRADING ACTMIY AND ADVISE ON THE COMPACTION AND STABILITY OF THE TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION AND TYPE OF DR 1NMG FACIL/TTES; NOR OF IMPROVEMENTS WITHIN STANDARD DRAWINGS, CITY OF ENC /NITAS STANDARD DRAW NGS OF TEMPORARY DEVISES WHEN RAIN IS 4OWNENT. SFTE ACTUAL LOC477ON OF EXISTING FACILITIES STREET RIGHT OF WAYS SEPAR47F APPROVALS AND PERMITS FOR THESE �4 1 SHALL BE REQUIRED MV CONJUNCTION WITH IMPROVEMENT PLANS 2. RETAINING WALLS: THE AE7�ING IrALLS SHOWN dV TH£5£ DRA117hVGS .1 DEVISES SHOIYIA► ONTO► PLAIDS SHMIl AHOT 6E' MOVED W NOD/F7ED ar MIrrHOUT THE APPROVAL OF 7H£ ENGINEERING INSPECTOR. �-/ �`~ ARE FOR INFORMATION ONLY. A BUILDING PERMIT /S NOT REQUIRED FROM 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GR4DM SIGNATURE THE BUILDING INSPEC7ION DEPARTMENT FOR THEIR CONSTRUCTION AS THEY 17EM f91wm HEIGHT. TAKE ANY PREGU7IONVS REEQUIRED M 4. THE CbNTRACTt71t L R'E5'TURE ALL EROSION CONTROL DEVISED M ARE LESS THAN 3 FEET IN VERTICAL 9 CO SHALL NC>RKING ORDER 70 THE S477SFAC77ON OF THE CITY ENGINEER AFTER EACH io // ool PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHOW PROPERTY BC>LfiftAARY ••�• ••� �• �••! RUN -OFF PRODUCING RAINFALL a4Tt 5 EXISTING STRUCTURES MAY NEED DEMMOLITPON PERMITS DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 CONDITION EXISTING PRIOR TO GRADING. GRAIN BOX (PRMTE) 'J. THE L NVS'17ILL EROSICAN LOIV7R{OL DOVE Ste, LOY?AINF S SCHI/BLER 4. NV THE' EVENT THAT STAKING AND RENEW IS NOT AMEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE AN 3403 DOW HOLLOW ROAD PERFORMED BY LEPPERT ENGINEERING CORPORATION, THE CONTRACTOR. 6. THE DEVELOPER SHALL BE RESAONSIBLE THAT ANY M0NUX4ENT OR (OUIKSET DB -3636) INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES VENICE! aNENHEIN, G 92024 BENCHMARK THAT IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AMY ARISE. 858 -756 -3172 CLIENT AND /NDMDU,AL PROVIDING THE STAKING SHALL ASSUME THE AND REPLACED BY A REGISTERED CML ENGINEER OR LICENSED LAND EXISTING INDEX RESPONSIBILITY FOR AND ACKNOWLEDGE THAT REVISIONS TO THESE PLAINS SURVEYOR. CONTOUR 430 MAY BE NECESSARY 70 ADJUST THEM 70 ACTUAL FIELD CONDITIONS AT THE R IW CO NIMCIZ SHWl W R W"VSSLE AM SHALL Aff ALL obtow am TIME OF CON57RUC77ON. IF SUCH AN EVENT OCCURS, THE CONTRACTOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND U4 NTA/N ALL EXIS77NG AECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS Wf-W CLIENT AND /NDMDUAL PROVIDING THE STAKING AGREE TO HOLD HARMLESS Ty DEVISES. INCLUDING SHORING, AND SHALL BE RESPONSIVE FOR CONTOUR MIPOUNDED MW7ERS CREATE A HAZARDOUS CONDITION. 107AL AAIbLW OF SATE 10 W GROED: AM 1-9 AND TO RELEASE LEPPERT ENGINEERING CORPORATION FROM ALL LABILITY ARISING FROM THE USE OF THESE PLANS. CONFORMING 70 ALL LOCAL, STA7E, AND FEDERAL SAFETY AND HEALTH M OF TOTAL SITE ZU. STANDARDS, LAWS AND REGULATIONS POSED NVDEX S .�._,.. 7. ALL E140S/ S CONTROL 9 � f1R HALL BE INCORPOR PRO HE N. PER 7W � Ari OUNT OF SITE WTH 25N SLOPES OR GREATER AREA , 9 CONTOUR � GRADING PLAN N OF TOTAL SITE I A. THE ENGINEER OF WORK SHILL PROVIDE SUFFICIENT 8. GRADING AND EQUIPMENT OPERATING WITHIN OLIVE -HALF 1 NXE OF A a GAMED AREAS ARMW THE PROJECT PERIMETER NUST DR9AN AWAY AMOUNT OF SITE WITH SLOPES THAT ARE SUBJECTED TO ESL RE CONTROL STAKES TO PERMIT THE CONTRACTOR 70 CONSTRUCT THE STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN PROPOSED ^%744EDATE AREA i CU7S, FILLS, AND PADS AS SHOWN ON THESE PLANS. THE HOURS OF 5:30 PM. AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS CONTOUR FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY . AREA OF CL/f 3T7D 4 LT" MU DE'P?H OF CLIT• A". YARDS. R AV THE EVENT THE CONTROL LILIES ON THE PLAN SHOWING AND CITY RECOGNIZED HOLIDAYS 9 ALL DEVICES SHOWN SI�bA1LL BE AV PLACE AT AMOUNT OF fiLL: 2 3.i8.1 CUBIC MAXIMUM DEPTH OF fILL• �'f. THE ORIGINAL GROUND DO NOT CONFORM TO THE ACTUAL CANT LIVE THE END OF EACH WORKING LIMY WHEN THE FIVE (5) LAY MAN PR0848X/TY AMXI" HEIGHT OF FILL SLOPES: JQ. 2:1 SLOPE 44770. GROUND CONTOURS, THE FIELD STAKES AS ESTABLISHED BY 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL PRE GRADING N MUfiWUM HEIGHT OF CUT SLOPES: C 2:1 SLOPE A47I0. THE ENGINEER OF WORK SHALL DETERMINE THE LOCATION OF THE TOP MEETING HAS BEEN HELD ON -SITE WITH THE FOLLOWNG PEOPLE PRESENT EARTH SWAL.E FORECAST EXCEEDS FORT}' (402'). SILT AND OTHER DEBRIS AMOUNT OF IMPORT SOIL: 5'567.7 CUBIC YARDS OF CUT, TOE OF FILL. OR DA CUTS CITY INSPECTOR, CML ENGINEER. SOILS ENGINEER, GRADING CONTRACTOR SHALL BE REMOVED AFTER EACH RAINFALL. a )VOTE* AO CLMI N6, OK GRADING BETWEEN FfE6RVWY T - AUCU 3 1 AND PERM/TTEE. THE PRE GRADE MEETING SHALL BE SCHEDULED WITH THE RIP -RAP (D-40) 10! SFfOtXD GERAOMPIMN OF HYDROSEEDED SLOPES nW TO DUE TO 1VfSTIN� PEK►o� TtfE CALIFORNIA �Ci'CI�TC f�. THE �av rnuc STAKE AS CHEC ENGIN OF o,� � CRY AT LEAST 48 HOURS MI ADVANCE BY CALLING (760) 633 -2770. ADJACENT LOT-LIMES EFFECTIVE COVERAGE OF GRADED SLOPES (902• COVERAGE) PRIOR 10 WORK 70 ASCERTAIN THAT THEY ARE SET IN CORRECT 10. PRIOR TO HAULING DIRT OR CONSTRUCTION NATERULS TO ANY p• AIOVEINBER 15, THE SLOPES SHALL BE STABlIL/ZED WITH PUNCHED STR41P LOC477ONS SO 7MT THE GRADING AS SHOWN ON THESE EXIST. EASEMENTS ` - - - -- C� NVSTALLED MII ACCORDANCE WITH SECTION 35.023 OF THE EROSION MID PLANS CAN BE PERFORMED. IF THE CONTRACTOR THINKS PROPOSED CONSTRUCTION SITE WITHIN THIS PN7OJECT, THE DEVELOPER - - - - - -- SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT THAT A STAKE IS SET WRONG. k£ SHALL IMMEDIATELY NOTIFY SHALL SUBMIT AND RECEIVE APPROVAL FROM THE C17Y ENGINEER FOR THE OF CONSERVA170N. f. SHALL 'APPLIED TO ALL SLOPE'S THAT ARE GyPADED THE ENGINEER OF ET W PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMFY WITH ALL 12 PRIVATE' PVC STORMDHQ" (MR. Z CONDITIONS AND REQUIREMENTS THE CITY ENGINEER Y IMPOSE Q:1 (HORIZONTAL TO VERTICAL) OR STEEPER OF EN THEY ARE: REGARDS W7THi 9 EARTHWORK 0U4NTITY.• THE QUANTITIES SHOWN ARE REGARDS 10 THE HAULING OPERATION. SANDBAGS (SEE DETAIL SAT. J) A. THREE FEET OR NORE IV MEV f NV FILL ARE'O;S I ONLY' FOR BONDING PURPOSES AND SHOULD NOT BE ASSUMED � h AL 5 FEET OR MORE /N HEIGHT MI CUT AREAS, UNL SLOPE IS TO BE EXACT, DUE 70 THE /NACCUR4CY OF THE EXISTING TOPOGRAPHY, THE _ 11. UPON FAA GOMpLE770N OF 11� 11bR1K UNDER TT,If GRADING PERMIT SILT FENCE (SEE DETAIL SHIT. 'J) ESS TO EROSION DUE 70 THE EROSION RESISTANT CHARACTER OF PHYSICAL PROPERTIES OF THE SOIL ITSELF AND 0774ER GEOLOGIC BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF g 1. PROVIDE' VELOCITY CHECK DIMS ON THE DRNE11'A VXL Y AT MUERS THE M4TTEt � AS APPROVED BY THE CITY ENGINEER. CONDITIONS THAT CANNOT BE FORESEEN. R SHALL BE THE RESPONSIBLITY SECURITY, AN AS- GRADED CER77nCATION SHALL BE PROVIDED STATING THE CONCRETE BROW DITCH (D-75) � => NVDNC;AIEO BELOW: VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF OF THE CONTRACTOR TO VERIFY THE QUANTITIES SHOWN ON THIS PLAN AND GRADING UNDER PERMIT NO. 7034 -G HAS BEEN PERFORMED IN O V� SANDBAGS, LIMBER, OR OTHER EROSION RESISTANT 94IER14LS APPROVED BY ?. IPRrATIOIV SHALL AMI/1VTMV JIVE M0067L/RE LEVEL OF' THE SDK. AT THE IMMEDIATELY N077FY THE ENGINEER OF WORK OF ANY DISCREPANCIES THE SUBSTANTIAL CONFORMANCE WITH THE APPROVE GRADING PLAN OR AS (� THE CITY ENGINEER. OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEED GROWTH. OWNER AND CONTRACTOR SHALL MAKE ALLOWANCES FOR HAVING TO MAKE SHOWN ON THE ATTACHED AS- GRADED PLAN. " THIS STATEMENT SHALL BE ADORM REVISIONS 70 THE CONSTRUCTION OF THE SITE GRADING OR TO FOLLOWED BY THE LATE AND SIGNATURE OF THE CML ENGINEER WHO Z IX TO 32; ONE ROY OF S4NMGS AT 100 FOOT INTERVALS .L AREAS 70 BE MTVHbSEEDED SHALL ME PREPARED PRIOR TO EXPORT/1MPORT MATERIAL 70 COMPENSATE FOR UNFORSEEN CONDITIONS CERTIFIES SUCH GRADING OPERATION. 32; 70 82: ONE ROW OF SANDBAGS AT 50 FOOT NVTERVALS HYDR�OSEEDING BY NONE ASSIGNED W 82; OR GREATER- T WO ROWS OF SANDBAGS AT 50 FOOT INTERVALS r- 1. ROUGH ONG THE SURFACE 70 BE PLAN70 BY ANY OR A � 2 ?. TfMADRARY BERMS SHALL AT TOP OF SLOPES 70 C'C�MBfJfL4TlON OF COMMltMTY T DEPARTMENT 04OMTAS FIRE DEPARTMENT OLIVENHAN MUNUCIPAL WATER DISTRICT THE SE 114 OF THE SE 114 OF THE NW 114 OIL=` THE NW 11 4 OF z � g SEC77ON 9, TOWNSHIP 13 SOUTH. RANGE 3 WEST, SBM. W KEEP DRAINAGE AWAY FROM SLOPES I A. TRACK NOALKM SLOPES S7EEPER THAN 6:1. RENEWED Dr. REVIEWED 61I: 1lEVIEwED DY: a RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM! 14' COUNTY OF SAN DIEGO STATE OF CiA�UFORIVL{I W � Leppert E ABOVE. COMMC)M ^T10N 5w 6oww &ng .Sole 204 NoText NoText