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2015- 12352 G (Plans)OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LE49 48 HOW PRIOR TO WORKING IN THE PUBLIC RIGHT OF ; TO t• SO WILL RESULT IN ISSUANCE OF •• WORK NOTICE AND DOUEILE PERMIT TEE& RESPONSENUITY OF • s• TO KNOW WHERE a, PROPERTY LINE IS. N• CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY UNES. WATER IS TO DRAIN FROM 'i0. FOR A MINIMUM OF a PERCENT / BE CONVEYED TO AN APPROVED a °• •!9 mt II IflillfAL411140 WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 994MM OF THE CITY OF ENCINITAS AM THE SAN Dil ARDk REGIONAL STANDARD DRAWINGS 49 CHANGES OR FUSIONS THEIREFROM S*L BE APPROVED BY THEE ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION 2. THE 901LS REPORT MED "G03TECI-INICAL RECOMMENDATIONS FOR LOT 13, CARDIFF ESTATES, 1264 LAI CITY OF ENCINTIAS, CAUFOfW` PREPARED ! DATED •! ! • •' e JFff# 13152-01 • . CONSIDERED AS A PART OF THS GRADI% PLAN ALL GRADING SHALL BE DONE IN ACCOC94CE WITH RECaMMENDATIONS AM SPECIFICATIONS CONTAINED • • ;a'•. SEPARATE 3. .POOP . . • PERMITS FOR ANY ••. + • •. PUBLIC RIGHT­-OF—WAY OR SiALL BE REQUIRED CONJUNCTION WITH IMPROVEMENT ;TEN WTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 9`:al. t. L7 t� • ;.e:7:�i1CO:��:!�Ii /:�Ci9���� �ixw�: i7:. �YV�lliis ...•1ti�itI :791�1i'S ::ofiioli :1171 :`•Ia�lia::�:�ilis. 1. L•,.! !•.® • +9•. •. ► 1•'.•ga/ •° la. °• ai ®.• °�a° ^.•al 9° 'd° ^Vaal • P• is !. i ism 71 t, ,06,: • 011 C. • 9 •'a° , . '� , °• a`:: 1. a •° :9 ! .•`� ',.! 1 L�jls 71 4,11 i 9. '�'al y'?•la °i X 4 �`ia1 ��'i •d °iriSi : 'i -! a',al i� 3�l s3i• i• • i•3� ai T =�i 5:::4191 to Z 7. 'E iii 7•L i° "'•t1 IN4.1, fia4 •T- .?cl z AL 1.1 i. L il.fLUDING SHORM AND SKALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AM FEDEIRAL SAFETY AND HEALTH STANDARDS • REGULATIONS. !•'! ! • a e•a•• e • e• ••• IS ' i !'•t i °a °• i ► ` ii a • •'� e• ► • a :'99 a ! i +� ••� ; • ;! • s•r• s !-•! ra• •a; r • •;! "r • • e • 21 u • •: a r, . , °d • ar ;a.•e o: a '! `••, •• a' li Pe '••e;e• • `• i r + ., 9i !; 71 : a r 99• • •° 11 a ! • °a a; •• I r r'a. -•• 1 • 9• a• al••`a1 •• s eal 1411011INUAVIN VI ` •-a. ! • : •e e•`a al , ;a a al • ,1 t `°r • e • • e• • , ••a. • , - ;aa. e• • �, ! e e: r :: a ;,• , . ie a1 91 • • • a- '!.i 11; ®•a! .`si :ial!• �, ;i iit•:u itR � ■11 1,q:1i,. 'ouC49 t ! •,t i, 9,9:.I? iii °e6 IT, •'ii `�{'i • 9 ;.' • 9 • • '...1 • Oda. •! ► 9 • •�: • i ;a. �• • "• a1 • a' ` • !••1 a• • •' / "� :• • • • 'rs Pee a + • a; • arr • •d r '•• a !-r' • • ;a e • •; •a a/ - T ,ill I:�a u. A°1 t,i • °TI 1:�: a1 ,4 a•\ lr � a `\?a,! `!91 • :t, /,1:44 ® Iri i:a :du,•i : 1. IN CASE EMERGE EMERGEICY WOW IS RIBMIRED, CONTACT ANDY GERBER f • 24 HOURS 1• Z EQUIPMENT AND �Wi FOR EMEfWa WOW SHAUL BE MADE AVALABLE AT ALL TIMES DURING THE f•. a •:9- 1 TO APR MSARY • 9; , 914L BE STOCKPILED ON SITE ON OCTOBER AT ss a a e • RAPID !r + • e • TEMPORARY aR•o • s I ; RAN IS IMMINENF. 3 DDM SHOWN ON PLAN!S SHAI.L NOT BE MOVED OR MODIFIED WITI-IOUT TI-E APPROVAL OF THE EMNGINEEERFa A. •. CONTRACTOR , • RESTORE EROSION CONTROL B ♦ • l;/ ORDER • v , • I THE CITY E]NGINEER AFTER EACH RUNI--OFF PRODUCING 5 THE OONTRAI SliALL INS7ALL ADDITIONAL EROSION CONTROL MEASURES AS WAY 13E REQUIRED BY THE ENGINEER DIE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHIGi WAY ARISE 6 THE COWRAC70R SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRISCAUTIONSS TO PRL�VEMNT TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE 7 ALL 9MM CONTROL, •• ; °• Tai PER THE APPROVED GRADW PLAN SHALL BE I •r -•P•• a1 HEREON. !`Pia/ AREJIS AROUND THE PIRDECT PERIMETEIR MJST DRAIN AVAY FROM •• OF SLOPE CONCLUSION OF • •; 1. • ALL REMOVABLE PROTECTIVE DEVi SHOW SIJALL BE IN PLACE a'1 OF •C WORKING, DAY a Al THE FIVE (5) DAY PAN PROBABILITY Fi EXCEEDS FOW PERCENT (40%). SILT AND OTHER DEBRIS iar gala\ voe \I: IT : 'd '.1 •' • • ; 1' • a r••a ! • ••; • /a: a al •' • °, • r '• • •• •• , .. • •• al • / °• , • at •• i; •• a a• ra' • .; . sc+ !•� ` • r. •••® ` •• • ,',! ••, . •° a a• oils/ 'a I • ` :a;• , ,. • at • ••a !. • • • • �• s, ;• ! a• ! • -; a • • •; r •• a °•` 9 '• •.` '; �dai •.. !; ., ,a•... •• it '..a a;a1 ':•• ! • -•e ai /•• ••<:• 9• .. .! ! v •-r9e a :' . .- .,a- a • e 9:• e• g•; i•. a . 1. WATER MAIW LATERALS AND APPURTENANCES SI-IAUL BE OONSIRUCTED ACOOFUNG TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGM5 SIANDARDS COMIMTTEE (WAX). REVIEW OF DIEGLITO WATER DISTRICT DOM NOT COICITTUT REPRESENTATION AS T• THE ACCURACY OF, THELOCATION • OR THE EXISTENCE OR NW—EXISOCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WTHN THE LIMITS OF •• 3. ALL EXISTINGG FACILITIES, WHtW III AffEaF FINAL DESIGN, IL, UNE CROSSING, UNE PARAIMINIS OR •••••+9t CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ••••e a UTILITY CROSSING r FEEr OF PROPOSED WATER WNS SHALL BE SHOWN ON IMPROVENENT PLANS. ELECTRICAL AND SEWER TO CROSS LW ER WATER M61NS UNII GIVEN ; a PERMISSION BY SAIIII DIMM WATER 1 FACILITY 4 CONTRACTOR AND W4ER ARE WTONE113LE TO RELOCATE ANO/OR ADJUST TO GRADE ANY EXISTING WATER i-• r a. :• Ia. EFC.) WHICH IS AFFECTED BY THEIR PROJECT. al WATER P lui MUST MEET •';;9 WATER •E9 •9• swows •• a 1••u IF FACILITIES t• NOT MELT STANDARDS, THEN THEY 944L BE •GR•DEt TO CURRENT STANDARDS MI EXPENSE. 5. UTILITIES TO M61NTAN MINIMLW 5—FODT SIEPARAJION WHEN PARALLELING WATER SERVICES. • MINIMUM HORZONTAL_ aRAIRVION OF • a REQUIRED BETWas ; E HYDRANITS AND HYDRA SAN BIEGD GAS AND ELECTRIC 7 ALL • T 9• SERVICES TO, BE CONSTRUCTED CUEAR OF DRIVI AM ALL OTHER TRAVELED Wi WATER METERS MUST FRONT • RCEL THEY ARE SERVING 8 CALIFORNIA STATE tO ASSEMBLY BILL AB-1953 IS REQUIRING THAT N04W BRASS 13E USED IN THE COIsISTRUCTION OR REPAIR OF ALL POIABLE WINTER SYSIN EFFECTIVE JANUARY 1, 2DIQ IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATa; • BE NO—LEAD BRASS PARTS �i��iec7 :�1!=rie`!aA'�•::�`I:�:iaT3!a. :: •.e b:ia+. :t.i •.'a:Iii•i.' lei® �i� : ;:i�:iie�ll:itli)IVllii. /:(•] rd a y •. !•r•u• ! •- he 99 •. a h • • a, ! ` as IWO is a POOP• e • 91 • , •• •. a; •• ! • a1• a a1 •rd !'Pot • �a ! : 1 • • • T •e •• 1 !! •• , d9t ` ,;a. ! •"• tai a ,.POOP jai dkl a• •• a •r. a• 9• a;• 1 '. • ' gal •' •'f/ • !'• +t .T,. a' • ;° 'a • _ t_rudA •>,.� x'1[7 , �� .. • � : 7i NO SEEPAGE FROM My aNPSTER SHALL BE D[SC[fRGED INTO STMWTIR. BEIRMS/tIKES SHALL BE PLACED AROUND &L DUMPSTERS TO DIVERT THE MTURAL STOW RUNOFF DUMPSITES SHAUL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER UDS S-IALL REMAIN CLOSED AT ALL TIMES DUMPS�3 WITHOUT LIDS SHAUL BE RACED WTHN STRUCIURES WITH IMPERAOUS ROOFING OR COVERED WITH TARPS ORDER TO AVOID R41N CONTACT AV TRASHI KATERIAL MANY CONSTRUCTION WATORIALS, INCLUDING SOBENTS WATER—BASED FAINTS VENCLE FLUIDS BROKEN ASI+iALT AND CONCRETE, POI • !1 CUEAM VEGETATION CAN BE RECI NON4;!EMABLE MATERIALS + •.la TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF H42ARDOLIS MATERIAL ;tO s TLINE TOLL MEE ?i• FOR INFORMATION ON i AND TO ORDER • ' S'w CALL 71 • . • POLLUTANTS SHALL BE KEPT OFF DPOSIED SURFACES. RACE TRASH CANS AM RECYOUNG RECEPTACLES AROLM THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AM CHECKED FREQUEWY FOR LMa CONTRACTOR W& PROVIDE SECONDARY CONTANMENT AM LOCATE PORTABLE TOILETS AWAY FROM SFORMDRAIN INLEPS ON PERVIOUS SURFACa AL CONSTRUCTION DEEM SSHALL °/9 iii i ! ••a ®,• L "T MAY HAVE TRAVELED Awky FROM •i • `li ' :' a' isCs�' lsi�17'•::+` �: �ITI; �(•: ��. itl.: wlliT /:�la:�'s'• ;I�111�•',�tl:•111Ce ,.I :`: ,:Lae :e!1 :, • •?9.,',.9tlf.0 •, ••,\!_:Mla.a NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AM SrRUCU?ES SHOWN ON THESE PLANS WERE OBTAINED N s, • EXCEPT SHOWN g ' THESE • a- •' CONTRACTOR IS FEQUIRED TO TAKE DUE PRECALMONARY MIDWRES TO PROIECT ANY EXISIING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE ff IS THE CONRACTORS 'RESPON&BILITY TO CONTACT TIE FOLLOWING, OWNBRS OF SAID UTILITIES OR SIRUCTUFES PRIOR TO ANY DOVATION, FOR VERIFICATION AND LOCATION OF • NOTIFICATION OF CMRCEMENT OF •; SEWERS w`t (760)-633-2770 ELECTRIC `B! • •• o ei WATER DEGUITO WATER DISTRICT-1-800-227-2600 COX •A • •+ •1 SIR. •.: ®+ PROJECT 2. CONTRACTOR SHAUL NOTIFY THE CITY ENGINM�S OFFICE 48 HOURS PRIOR TO 13EGMW ANY WORK ON THS • (760)-633-2770 3. THE CONTFACTOIR 94AI-L GIVE 24 HOURS NOTICE ON GAULS FOR iNSIPECTION. ROE- (760)- 633-070. ALL WORK PERFORIIII WITHOUT BENEFIT OF INSPECTION WILL BE allECr TO REJECTION AND REMOVAL OWNER CV ENCINITAS LAKE ST., LLC, CITY VENTURES 2850 RED HILL AVENUE, SUITE 200 SANTA ANA, CA 92705 (619) 247 -3720 SITE ADDRESS y „ S NO PHYSICAL ADDRESS - 260 - 212 -26 & 41 OWNER'S CERTIFICATE `t{ I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WiLL BE RETAINED TO SUPERVISE OVER v. ALL 'GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. TAS 9! VICINITY MAP Mog FOR CV ENCINITAS LAKE ST., LLC, A N.T.S. DELAWARE LIMITED LIABILITY COMPANY SOILS ENGINEER -S CERTIFICATE 1, WILLIAM D. OLSON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FiELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT LEIGHTON AND ASSOCIATES ACCEPTS THE- ROLE OF GEOTECHNICAL ENGINEER OF RECORD. THiS ACCEPTANCE IS BASED ON REPORT ENTITLED GEOTECHNICAL INVESTIGATION AND GRADING PLAN REVIEW, 1264 LAKE DRIVE, ENCINITAS, CA, DATE€, Mal-iii AS SUCH, LEIGHTON AND ASSOCIATES. CONCURS WITH THE FINDINGS AND CONCWSIONS AND RECOMMENDATIONS PROVIDED THEREIN. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH THE PROJECT RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RICE NO.: 45283 >t �g Ib. t1iriS� EXP. DATE: 09/30/19 t ■e•9 A JOB #: 11262.001 crv10. ac COMPANY LEIGHTON AND ASSOCIATES ADDRESS 3934 MURPHY ROAD, SUITE B205, SAN DIEGO, .CA 92123 PHONE (858) 300 -8491 STATEMENT OF ENGINEER Of WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: I. DATE: VINCENT W. SCARPATI COMPANY: C & V CONSULTING, INC ADDRESS: 6 ORCHARD STE 200, LAKE FOREST CA, 92630 PHONE NUMBER: (949) 916 -3800 RICE EXPIRES 06/310/2016 IN 1 STEEPEST EXISTING NATURAL SLOPE ON -SITE = 425' H : 6' 'V MAXIMUM VERTICAL DEPTH OF CUT = 3' MAXIMUM VERTICAL DEPTH OF FILL = 8' CUT = 1148 C.Y_ FILL = 5281 C.Y. IMPORT = 4.133 C.Y. REMEDIAL = -2,321 C.Y. ALL FILL(S) CURRENTLY IN PLACE SHALL BE REMOVED AND STOCK PILED, ALL UN SUITABLE FILL SHALL BE REMOVED DOWN TO COMPETENT SOIL AND THEN REPLACED AND RE- COMPACTED BEFORE FILL SOILS CAN BE PLACED AGAIN: I BM,P PROJECT - STATUS I STANDARD WDID:#; cl 37000aiiiO F SS/ t`EROSWIt WAIVE to 4gO _ - W s y FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DfEGUITO WATER DIST. ENCINITAS FIRE DEPARTMENT . 27156 BURBANK APPROVED FOOTHILL RANCH, CA 924510 > No. 335 0 T. 949.919.3500 Exi S /30/2018 CONSULTING, INC. F. 949.916.3805 1? twit- �� CIVIL ENGINEERING _ I�' �O t i IC BY 2l �% 9L G OF LAL� By DarE Z / SI N DATE SIGN DATE I/Ok D TE LAt NOLL DATE $I N DATE LAND PLANNING & SURVEYING CYC- ING:NET StGNATLfRE EXPIRES 2 YEARS AFTER DATE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENGi MARK SCALE SPECIAL DISTRICT APPROVAL = ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DRAWING NO. A, , X-r/ /Gr /'G9N ,in! t- m4 is 72 777//7 PLANS PREPARED-UNDER SUPERVfSION OF REVIEWED BY.` / GRACING PLAN FOR: DESCRIPTION- 2 U BRASS DISC IN CURB �!IB�C.fI � LOCATION NW QUAD BIRMINGHAM AND LAKE HORIZONTAL. AS SHOWN DATE. �-�- �(o 'i/ RECORD FROM: CITY OF ENCINITAS MASIH MAHEft EDWARD W. DE/!A/F ]Z CITY VENTURES '� 23iJ� —� ELEVATION: 323.983' VERTICAL: AS SHOWN R.C.E. NO.: 33520 260 - 212 -26 AND 260- 212-41 DATUM: NAVD88 VINCENT W. S ARPATI 12 / I Z / I (o EXP.: 06!301201$ DATE DATE %2 / /� PLANNING CASE NO: 14- I13 of / Pe ® -'2°o 16 -1-7 SHEET 1 OF 3 EROSION p"' z8 °� CONTROL NOTES: IN CASE EMERGENCY WORK IS REQUIRED, CONTACT. CARLOS PLAXAO.AT 619 -608 -9809- 1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 13:EOUIPMENT TO BE STORED, FUELED AND MAINTAINED ON SITE SHALL BE KEPT AWAY FROM ANY DRAINAGE COURSES. CONTRACTOR NECESSARY MATERIALS SHALL BE 'STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF SHALL USE A DRAINAGE PAN -OR -DROP CLOTH TO CATCH ANY LEAKS OR SPILLS AT MINIMUM: THE CONTRACTOR SHALL TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT. DETERMINE LOCATION OF EQUIPMENT STORAGE AREA. THE, CONTRACTOR SHALL EXERCISE THE SAE CAUTION FOR THE MAINTENANCE AREA AS FOR FUELING. 2, EROSION CONTROL DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR" MODIFIED WITHOUT APPROVAL. OF THE ENGINEERING \J/ aV INSPECTOR OR CITY STORM WATER COMPLIANCE INSPECTOR. Jr \I, i ��I� � 14.EROSIGN AND SEDIMENT CONTROL DEVCES SHALL BE MANIANED. MAINTENANCE SHALL INCLUDE REMOVAL OF SILT FROM 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY BARRIERS AND SEDIMENTATION DEVICES, SEEDING OR MULCHING OF DAMAGED STABILIZED AREAS AND REPLACEMENT OR REPAIR ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL OF WORN OR - DAMAGED GEOTEXTILE "FABRIC. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE ENGINEERING 15.DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE CONSTRUCTION INSPECTOR OR CITY STORM WATER COMPLIANCE INSPECTOR. ADEQUATELY PROTECTED' BY THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM. ONE HUNDRED TWENTY FIVE PERCENT (125 %) OF ALL SUPPLIES NEEDED FOR.BMP MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS -FULL 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO DEPLOYMENT AND COMPLETE INSTALLATION IN FORTY EIGHT (48) HOURS OR LESS OF A FORECAST OF RAN. AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. ALL EROSION CONTROL DEVICES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 8. ALL REMOVABLE PROTECTIVE EROSION CONTROL. DEVICES SHOWN: SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAN PROBABILITY FORECAST EXCEEDS FORTY PERCENT t40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL &. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 -INCH MINIMUM AGGREGATE, IO.SHOULD. GERMINATION OF HYDROSEEDED SLOPES. FAIL TO PREVENT EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) 00 PRIOR TO NOVEMBER 1, THE SLOPES SHALL BE STABILIZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK -OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. 14. ALL BARE SLOPES AND DISTURBED AREAS SHALL BE PLANTED AS EACH STAGE OF GRADING IS COMPLETED. SUITABLE MEASURES / TO PREVENT SLOPE EROSION, INCLUDING, OUT NQT LIMITED TO, RAPID GROWING VEGETATION SUFFICIENT TO STABILIZE THE SOIL SHOULD BE INSTALLED ON ALL AREAS, AND /OR SUCH AREAS SHOULD BE MULCHED, WHILE THE PERMANENT VEGETATION COVER ".� MATURES ENOUGH TO PROVIDE STABILITY. 12ALL DISTURBED SURFACES SHOULD BE PREPARED AND MANTANED TO ESTABLISH NATIVE OR NATURALIZED PERMANENT - VEGETATION COMPATIBLE WITH THE S- OILS IN THE AREA . PUNTS WITH HIGH WI LD LIFE VALUE SHOULD BE USED AND INVASIVE / m SPECIES SUCH AS PAMPAS GRASS OR FRENCH BROOM SHALL NOT BE INCORPORATED INTO THE DESIGN. MULCHING FERTILIZING IV PER 1>IiS P EN AND AN IRRIGATION SYSTEM SHOULD BE UTILIZED TO ESTABLISH THE NEW PERMANENT VEGETATION THE TO SOIL SHALL BE -: � ,. STOCKPILED AND REAPPLIED UPON COMPLETION OF GRADING ON SLOPES OF LESS THAN TWENTY FIVE PERCENT (25 %). SOIL STOCKPILES AND EXPOSED SOIL SHALL BE PROTECTED AGAINST EROSION AT ALL TIMES. x 1 8 fl - \I/ 3 U 1 I �M M I � air 332.00 OT 10 �r 5 , /! \I/ 41 f /%1 EAST _ J4' J -0347(0 7 f NJ/ � � ;� / FL. `Jr \I, �I, ✓ \!, 332 .1r �L `?" / �` / / !' .ii, © U' P ST G LNG FOR 7F -, r 00 00, O cs \V I A J 1 � / � ✓ � EX ACC EASfMf1�,PER j \ IN ST: 7303645 O.R. 70�$AN DIEGO \iOUNTY FLOOD CONTROL DISTRI tr LIMIT OF GRADING FORT H b r IS �d r PERMIT S00'54'41 "W 104.60'r �j � vIr ,r'j;�✓ �E , ( ,�- F� �� � ,.'! �r'.,, f�',!' P'; �°'f�'".df�/r'erA,�pi`f�'°%•sf \ \o ,,R PARK PLACE MAP 78088 TR BOUNDARY !�-R e€, w fLi-j Er L_J GRADING SCOPE OF WORK - DARK CONTOURS REPRESENT PROPOSED FINISH GRADE - SHADED DASHED CONTOURS REPRESENT EXISTING GRADE AT' 2010. r �• - UPON FINAL GRADING THE PROJECT AREA WITHIN THE GRADING LIMITS SHALL BE PERMANENTLY STABILIZED WITH HYDROSEED OR OTHER EQUIVALENT LANDSCAPE GROUND COVER aAI �a'��r� si�vCTJfL - cunrkruc �t� on I%tltr 4%%* lo�! PARK PLACE MAP I 7808 TR BOUNDARY o Y-L 411 .4C A.e.4jJrj 49,0. +kt_ 161el j LIMIT OF GRADING OR THIS- ° °�_ I �• PERMIT o nw ur< Or - ALL EXPOSED SURFACES SHALL BE CONSIDERED PERMANENT AFTER 14 DAYS OF IDOL CONSTRUCTION ACTIVITY - ALL GRADING, COMPACTION AND INSPECTIONS SHALL BE IN ACCORDANCE WITH THE PROJECT SOILS REPORT. - ALL FUTURE BUILDING HEIGHTS SHALL BE MEASURED FROM THE LOWER OF PROPOSED OR PRE - DEVELOPMENT EXISTING GRADE. - REMOVE ALL UN- DOCUMENTED FILL MATERIAL DOWN TO COMPETENT FORMATIONAL MATERIAL OR TO DEPTH SATISFACTORY TO THE SOILS ENGINEER, AND RECOMPACT FILL UNDER SUPERVISION OF SOILS ENGINEERING FIRM. 4" OF 3/4" CRUSHED ROCK OVER ENTIRE 12' ACCESS ROAD d 4" MYOPORUM PARVIFOLIUM 'PUTAH CREEK' (CREEPING MYOPORUM) GRAVELBAGS (TYP) r 4" PVC PIPE �,9d __ ---•v �--- ,_. _ � -° °T I 1$" FLOW NOTE: GRAVELBAGS (TYP) 15' MAX. SPACING 4" PVC PIPE MIN. 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SILT FENCE TO BE REMOVED UPON FINAL SITE STABILIZATION_ DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE r10 DESCRIPTION APPROVED DATE EENCHN4/4RF( SCALE SPECIAL DISTRICT APPFf}k/At ENGINEERING DEPARTMENT JQRPR03IAlS CIIITAS - PUBLIC WOfi#C�3 U � CITY OF EN BAWLING NO. d1S 94112- AA1V /7—//-17/ _7 PLANS PREPARED UNDER SUPERVISION OF REVtEWEf3 Y: GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE' IO A0. /t A CITY VENTURES 12352 -G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 33520 MASIH MAHER EDWARD . 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PARK PLACE MAP I 7808 TR BOUNDARY o Y-L 411 .4C A.e.4jJrj 49,0. +kt_ 161el j LIMIT OF GRADING OR THIS- ° °�_ I �• PERMIT o nw ur< Or - ALL EXPOSED SURFACES SHALL BE CONSIDERED PERMANENT AFTER 14 DAYS OF IDOL CONSTRUCTION ACTIVITY - ALL GRADING, COMPACTION AND INSPECTIONS SHALL BE IN ACCORDANCE WITH THE PROJECT SOILS REPORT. - ALL FUTURE BUILDING HEIGHTS SHALL BE MEASURED FROM THE LOWER OF PROPOSED OR PRE - DEVELOPMENT EXISTING GRADE. - REMOVE ALL UN- DOCUMENTED FILL MATERIAL DOWN TO COMPETENT FORMATIONAL MATERIAL OR TO DEPTH SATISFACTORY TO THE SOILS ENGINEER, AND RECOMPACT FILL UNDER SUPERVISION OF SOILS ENGINEERING FIRM. 4" OF 3/4" CRUSHED ROCK OVER ENTIRE 12' ACCESS ROAD d 4" MYOPORUM PARVIFOLIUM 'PUTAH CREEK' (CREEPING MYOPORUM) GRAVELBAGS (TYP) r 4" PVC PIPE �,9d __ ---•v �--- ,_. _ � -° °T I 1$" FLOW NOTE: GRAVELBAGS (TYP) 15' MAX. SPACING 4" PVC PIPE MIN. 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SILT FENCE TO BE REMOVED UPON FINAL SITE STABILIZATION_ DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE r10 DESCRIPTION APPROVED DATE EENCHN4/4RF( SCALE SPECIAL DISTRICT APPFf}k/At ENGINEERING DEPARTMENT JQRPR03IAlS CIIITAS - PUBLIC WOfi#C�3 U � CITY OF EN BAWLING NO. d1S 94112- AA1V /7—//-17/ _7 PLANS PREPARED UNDER SUPERVISION OF REVtEWEf3 Y: GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE' IO A0. /t A CITY VENTURES 12352 -G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 33520 MASIH MAHER EDWARD . DEA1Jr EL 260- 212 -26 AND 260 - 212 -41 ELEVATION: 323.983' VERTICAL: AS SHOWN 17 1 DATUM: NAVD88 VINCENTW.SCA PATI EXP.: 06/30/2018 DATE "1 / (� DATE ISHEET 2 QF