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2011-10757 SG (Plans) LEGEND SYMBOL ABBREVIATIONS: R/GHTOFWAYNOTE EROS)ON CONTROL CONT. STORMWA TER POLLUTION CONTROL POST CONSTRUCTION BMPAMPN07ESCONT. STORMWA TER POLLU77 ON CONTROL BMPNOTE$RELAiiVETOCONSTRUCTION EROSION CONTROL EROSION CONTROL MUST BE PRO14DED FOR ALL EROSIVE SURFACES SLOPED OWNERS PROPERTY BOUNDARY ------- OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 5. DRIVEWAYS SHALL HAVE A MINIMUM 1X CROSS SLOPE TOWARD THE SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION/BY RANDY k BARBARA BOYER TW= TOP OF WALL DEPARTMENT AT LEAST 48 HOURS PRIOR TO Nt7RKING IN THE PUBLIC RIGHT PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE IMP/�yP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS CONCRETE WASHOUT INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS 614 OCEAN 14EW AVENUE PROPERTY LINE FG = RN191 GRADE OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP YORK OR ARE POTENTIALL Y UNSAFE. DESIGNED TO CONECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ADEQUATE GROUND COVER VEGETATIOA AND BONDED FIBER MATRIX. ENCINITAS CA 92024 TG = TOP OF GRATE NONCE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER IMP/BMP. WASHOUT AREA l0 CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO EASEMENT LINE - HP = H16 H POINT nl KNOW NHERE HIS/HER PROPERTY LINE IS 7 ALL EROSION CONTROL MEASURES PRCRDED PER THE APPROVED GRADING WASH CONCRETE SLURRY, MORTAR, SNCCO, PLASTER AND THE LIKE INTO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET S17FADDRESS PLAN SHALL BE INCORPORATED HEREON 6. ALL STORMWA TER IMP//gg��P FACILITIES SHOWN HEREON SHALL NOT BE THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEMNG WATER. WEATHER. 610 OCEAN NEW AVENUE EXISTING CON70UR FL = FLONUNE DRAINAGEN07F MODIFIED OR ALTERED Nf1HOUT A PERMIT FROM THE p1Y CON IRA CTOR SHALL POST A SIGN DfSIGINATING THE WASIIOUT LOCATION ENCINITAS CA 92024 CO = CLEANOUT 8 GRADED AREAS AROUND THE PR0, CT PERIMETER MUST DRAIN AWAY DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE EXISTING ELEVATION LF= LINEAR FEET NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT FROM THE FACE OF SLOPE AT THE CONCLUSION O-EACH KKK DAY. 7 THE INSTALLATION OF ADD117OVAL IMPERhOUS SURFACES NOT SHOWN ON CONSTRUCTYONSITEACCESS COVSTRUCTION SITE. CCOVIRAC70R SHALL PROTECT CHANNELS AGAINST LEGAL DESCR/PTTON: PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A THIS FLAN MAY REQUIRE THAT THIS PLAN BE REWSfD OR THAT A SEPARATE A STABILIZED CONSTRUCTON SITE ACCESS SHALL BE PROhDED FOR VEHICLES EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES PARCEL 2 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO STATE OF NEW CONTOUR 162 MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED 9. ALL REMOVABLE PROTECTIVE DE14CES SHOWN SIIALL BE IN PLACE AT THE ENGINEERING PERMIT BE OBTAINED. EGRESS AND INGRESS TO PREVENT TRACONG DIRT OF SI1E. THIS SHALL CALIFORNIA ACCORDING TO PARCEL MAP THEREOF NO. 20567RLED IN DRAINAGE FACILITY. END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROC(AND/OR CORRUGATED REMOVE EXISTING VEGETAiON ONLY WHEN ABSOLUTELY NECESSARY. LARGE THE 0&OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON 162.50 FORECAST EXCEEDS FORTY PERCENT(401). S SNA SL AND 01HER DEBRIS SNAIL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO STEEL PANELS/PUTES PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY SEPTEMBER 16, 2008, NEW ELEVATION U7ILITYN07F BE REMOVED AFTER EACH RAINFALL COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS REMOVAL OF THE NATURAL GROUND COVER. DO NOT RENOW TREE'S OR THE TRASH ENCLOSURES SHALL HAVE AN IMPERVOUS NON-COMBUSTIBLE CON67RUCTIONVEHICLES SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. ASSESSOR'S PARCEL NO.: 156-151-66 DAYLIGIIT LINE "-"- AU UTTUiTES SERIING THIS SINE SHALL BE INSTALLED UNDERGROUND. ROOF THAT M[L NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE A SPECIFIC AREA AWAY FROM GUTTERS AND S10RM DRAIN SHALL BE STORMWATERPOLLUiTONCONTROL POSTCONSTRUCrIONBMPAMPNOTES ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM DESIGNATED FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING, AND TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE TOPOGRAPHY: GRASS-LINED SWALE EROSION CONTROL SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REISAIRS SIIALL BE MADE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL THE EXISTING TOPOGRAPHY SHOW ON THIS PLAN IS BASED ON A FIELD 1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER OFF-97F. PURPOSES EROSION SHAD BE PREVENTED BY PLANTING FAST-GRO ING SURVEY PERFORMED BY SAMPO ENGINEERING, INC. ON MARCH 15, 2005. DIRECTION OF FLOW i. IN CASE EMERGENCY NOIRK IS REQUIRED, CONTACT RANDY BOER AT(760) IMPERII SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 929-9787, 24 HOURS A DAY. GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE SLOPEANALYSiS: STAMPED CONCRETE PAVEMENT THE STREET AND OR INTO THE PUBUC STOAT DRAIN SYSTEM. ENCLOSURE SHALL BE SELF CONTAINED OR MAY HA VE A DRAIN MAT PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION EXISTING GRADE O THE ENTIRE SITE IS LESS THAN 25Z SLOPE. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK 9/ALL tH:MADE / DISCHARGES iHROUGII AN ADEQUA TEL Y SIZED OL//GREASE SEPARATOR AND AND GRADING ACTIVITIES ARE COMPLETE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION IS THEN FILTERED THROUGH A CITY-APPROVED ffYDROCARBON FILTER AND WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. FJiRTHWORKQUANMIES: EXISTING ASPHALT CONCRETE DRIVEWAY 15. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON CONTROL SHALL NOT BE MODIFIED WTHOUT A PERMIT FROM THE CITY. DISCHARGED INTO THE PUBLIC SANITARY SEVER SYSTEM, NOT TO PLANTERS CUT 180 CY MAX. CUT HEIGHT 3' 1DGER 1 AT CONVENIENT LOCATIONS TO FACUTATE RAPID CONSTRUCTION OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE FILL- 180 CY MAX. FILL HEIGHT 3' 0 0 0 0 o L u III OIORED MATERIALS S 4LL BE OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 3. ALL lMPERhOUS AREAS Of THIN THE SIZE SHALL DRAIN TO APPROVED REQUIRED FOR THIS S1RUCUURE. STOR ED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT EXPORT 0 CY EXISTING TURF8LOCK SWALE _ ' ' BMMMP FACILITIES AN_V UR 10 TURF OR LANDSCAPED AREAS W11H SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS NHERE J. DEVICES SHOWN ON PLANS SHALL NOT BE M0V£D OR MODIFIED WITHOUT AUUttQUAIE GROUNDCO PRIOR TO DISCHARGE FROM THE SITE. ALL \ THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PRORDE NOTES: CONCRETE MASONRY RETAINING WALL THE APPROVAL OF THE ENGINEERING INSPECTOR, IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY ,SECONDAR Y CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR PRIVATE SUBDRAIN PIPE -SUB SUB- 4. THE CONTRACTOR SHAD RESTORE ALL EROSION CONTROL DEVCES TO AND/OR THE 1URf/LANOSCAPED AREAS 0 REDUCE POLLUTION OF ST()I TER FROM STOCKPILES KEPT ON-SITE. L A PRELIMINARY TIRE REPORT PREPARED BY FIRST AMERICAN 7i1LE \ STOCKPILES MAY INCLUDE SOIL PARING MATERIAL ASPHALT CONCRETE, COMPANY AS ORDER NO. DIV-3669919 ((06 DA TED NOVEMBER 23 2010 WtlRI(ING ORDER TO THE SATISFACTION THE CITY ENGINEER AFTER EACH 4 NO DRAINS SHALL BE INSTALLED IN HAROSCAPE DRIVEWAYS OR ANY AGM. EGAIf BASE ETC, ST PILES SHALL BE L ATED AWAY FROM WAS PROhOfD BY THE DINNER AND REVUE FOR ON-SITE EASE NEIVTS PRIVATE STORM DRAIN PIPE -SD SD- RUN-OFF PRODUCING RAINFALL. OTHER IMPERhOUS AREA UNLESS THE FLOW fROM'THE DRAIN DISCHARGES TO CONCENTRATED S`TO ETC. ST01I TER FLOWS AND STORM DRAIN INLETS EXISTING EASEMENT HAS BEEN REFERENCED AND PLOTTED HEREON. PRIVATE CATCH BASIN -SD--B-SD- 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL AN ADEQUATE IMP/BMP. STOCKPILES SHALL BE COVERED OR PROTECTED fDi� SOIL STABILIZATION MEASURES AND T ALL 77 ES A TEMPORARY SEDIMENT BARRIER AROUND MEASURES AS MAYBE REQUIRED BY THE CIiY ENGINEER DUE TO AN THE PERIMETER AT ALL TIMES 2 THE NEW CONCRETE OR AC PAVEMENT CROSS-SECTION SHALL BE AS BMP AREA-NOT TO BE MODIFIED INCOMPLETE GRADING OPERATION OR UNFORESEEN ORCUMSTANOES WHICH RECOMMENDED BY THE SOL ENGINEER, BASED ON R­VALUE TESTS THE WITHOUT PERMISSION FROM THE CITY MAY ARISE, 20' 4p' TRAINING MINIMUM DRIVEW AY SECTION SHALL BE NOT LESS THAN 5"CONCRETE OR CONTRACTORS'EMPLOYEES WH0 PERFORM CONSTRUCDON IN THE CITY OF 4'AC OVER 6' CLASS Il BASE OVER 12'OF RECOMPACT D NATIVE GRAVEL BAGS (CASQA SF_-4, $ 10) J A \ ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NiTH THE CITY OF ENCINITAS SUBGRADE SOL, UNLESS THE SOL ENGINEER INDICATES 0THERWSF. EXISTING 5' NVE x 185' STORMWAiER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHAD 4. ALL ON-SIZE DRAINAGE SWALES AND BMP AREAS ARE PRIVATE AND SILT FENCE (CASQA SE­1) -0 0 0 o�OVG x 4'DEEP PRIVATE �� , -I BE AVAILABLE TO EVERYONE NORK/NG ON SITE. THE PROPERTY ONNER(SJ IN kIRATION BASIN. PER 2""x10' EXISTING t6' NTDE AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT SHALL BE MAINTAINED BY THE PROPERTY DINNER. STABILIZED CLNNSiRUCTION ENTRANCE GRADING FLAN 9435-G. 5' WIDE PRIVATE DRAINAGE TEMPORARY SILT FENCE REDNOOD `, TURf&OCK SWALE OR STORMWA TER REQUIREMENTS AND THEiR OWN RESPONSIBILITIES CASOA IC-1) EASEMENT IN FAVOR OF PARCEL PER CASQA DETAIL SE-1 HEADER APPROVED EQUAL PER 5. THE EXISTING TOPOGRAPHY SIHONN HEREON IS FROM A SURVEY ( 1 PER PARCEL MAP 20567 174 GRADING PLAN 9435-G WASTEMANAGEMENT PERFORMED BY SAMPO ENGINEERING ON MARCH 15, 2005 N 8928 50 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY"OSING OF ALL 6. ALL ROADWAYS SHALL BE A MINIMUM 16"IN IND)H (HIRING ° 125 WASTE AND UNUSED CONSTRUCTION MWERIALS DUMPING O'UNUSED OR CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF !E 150.50 FL i o O WASTE PRODUCTS ON THE GROUND NHERE WATER CAN CARRY THEM INTO ICH/CES IN ACCORDANCE WTH THE UNIFORM FIRE CODE AND CITY OF THE CONVEYANCE SYSTEM IS SiR167LY PROHIBITED. ENCINITAS FIRE DEPARTMENT TEMPORARY GRAWfLBAG INLET �f rktr n?`d ° ° PROTECTION PER CASQA ! DTI �� �� - NO SEEPAGE FROM ANY DUMPSiER SHALL BE DISCHARGED INTO S70RMWATER. STANDARD SE-10, TIP. II 7. ALL STRUCTURES, EXISTING OR FUTURE, HAVING ACCESS DIRECRY n 9 a a °o° �1 BE KES SHALL BE PLACED AROUND ALL DUMPSIERS TO DIVERT THE cv sn -sn NATUSTORM RUNOFF DUMPSITES SHALL BE CHECKED fREQUENIIY F04 FROM THE 16 TIDE PRIMAiF ROAD SHALL BE PROTECTED BY AN EXISTING 10' WIDE PRIVATE -sn I Ar °c o� LEAKS DUMPSiER LIDS SHAD REMAIN CLOSED AT ALL TIMES DUMPSiTRS AUTOMATIC FIRE 7MNKUNG SYSTEM DESIGNED AND INSTALLED TO THE DRAINAGE EASEMENT IN -sn 24' GRASS SWALE 9/X3 ° °°w°°° SATISFACTION OF THE FIRE DEPARTMENT, FAVOR OF PARCEL 1 PER MIN. PER DETAIL A' �n - kREHOL 59 ° �`° Z WITHOUT LIDS SHALL BE FLALLD WITHIN STRUCTURES IN1H IMPERhOUS " °` ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NTH PARCEL MAP 20567 175 43 COiJCN + 8 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE 1 1 - _ 10' ANY (RASH MATERIAL. EXISTING 48' TIDE SI W'A�� ^ I DAYiK/VT �� °�` °� APPLICANT'S PROBERiY. IF ANY DISiURBANCE TO ADJACENT PROPERTIES CRASS SWALE �� o; IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE MANY CONSTRUCTION MATERIALS INCLUDING SOL VFJV WR iER-BASED DISCRETION OF THE CITY FIEND INSPECTOR A WRITTEN LETTER OF PATIO` PATIO - ( o°a �� PAINTS VEHIIXE FLUIDS BROKEN ASPHALT AND COVE WOOD AND p /spry QOM THE ADJACENT PROPERTY DINNER MUST BE OBTAINED 5710 Ni In` \ BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED BO-AS HAZARDOUS AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY i o CLEARED VEGETATION CAN B£RECYCLED NON-RECYCCA MATERIALS MUST 5710 RLSIDENC °��\ g ° WASTE, FOR INFORMATION ON DISPOSAL A�HAZARDOUS MATERIAL CALL THE DISTURBANCE UT THE ADJACENT PG AND PROPERTY THAT HAS NOT BEEN HAZARDOUS WASTE HOTLINE TOLL fREE AT(800) 714-1195 FOR PREhOISI Y AUTHORIZED IN NRITING AND SUBMITTED TO THE CITY IS 10' TIDE AREA FOR BMPS I - +I,N h4 _ I q: + INFORMATION ON LANDFILLS AND TO ORDER DUMPSITRS CALL EDCO AT(760J GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROECT UNTIL THE NOT TO BE MODIFIED NiTHOUT i 1 1 qt g ° °o REQUIRED PERMISSION IS OBTAINED. PERMISSION FROM THE CITY. II II < ON Rt 436-4151. SRCif FAMY I 1 7.9 W�IS'�W ;Je I�IP ° '„ POLLUTANTS SHALL Bf KEPT OF EXPOSED SURFACES PLACE (RASH CANS 9. ELEVATIONS SI/ONN ON THIS GRADING PLAN HALE CHANGED FROM THE _ k'AiN ,, Mu WA AND RECYCLING LL BE KEPT AROUND THE SIZE TENTATIVE PARCEL MAP FROM THE DATUM NGW29 TO NA W88. W PAD 1553 I FF 15870 H v 36" N1DE GRASS 16220 1f7.5 176.01 R fF 157.20 PAD 1580 SWALE PER DETAIL 10 ya PAD 156.5 24" TIDE W 6ETAIED F A' 9/X MIN. SLOE 70 7p' 'I "' PORTABLE TOILETS MUST BE IN GOOD ISYALL DER AND CHECKED IN SWALE N11H UNDERDRTED fREQUENRYFOR LEAKS CON]RACTOR SIIALL PROhDE SECONDARY I 166.90 , ;•< �, Trpc + CONTAINMENT AND LOCAiF PORTABLE TOILETS AWAY FROM STORMORAIN L1fTAQ C' - o - INLETS ON PERhOUS SURFACES EXISRNC 1" SERVICE EXISTING 5' II�E x 185' : ° A. 1 1%40 DUAL DOMESP FIRE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY fR011 THE STREET GUTTER, LONG x 4"DEEP PRNVAIF ENTRY I .5 155 PRIVAiE AND PUBLIC IMPROVEMENTS WATER MEiER PER WASAND STOPMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP INFILTRATION BASIN. PER ° ° � TEMPORARY GR LBAG INLET, PER CITY OF ENCINITAS 9435-G. 7' NVE SiR ET ( -09J TO SERVE MATERIAL THAT MAY HAVE iRAVflED AWAY FROM CONSTRUCTION SIZE EXISTING 800 Ply GRADING PLAN 9435-G 6 156.5 - PROiECDON PE ASQA ti CASE NO. 05-113. E 1 PARCEL 2 PER 9435-G SEWER MAIN PER ° 156./6 S STANDARD 5E-10, TYP Q' o D DCAiTON PER FOR MORE INFORMATION ON STORMWAiER POLLUTION CONTROL MEASURES AVIE CONiINUOUS IMPROVEMENT IE 150.50 a ,° i D£ ALIC i 15F9 e N Wf Z ° o ARCEL MAP MAINTENANCE OF THE PRIVATE tAA4N . ° ° n °° � - AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CIiY CATCH BASIN IS THE PUN 9435-I ° a 1 4 0 0° ° 1 POINT OF * _ OF ENCINITAS AT(760) 633-2770. RESPONSIBILITY OF THE # TEMPORARY ORAVELBAG INLET CONNECTION SEW "° � - - _ _ . III ° ° /! PROTECTION PER CASQA i .7 ° ° 153. 0 156. 5 L177.62 6"PCC CAPE STANDARD SE-10, TIP. 1 ° ° PROPERTY DINNER I s e ° � I � TG PER PLAN 6" T ° IE 15 . EXSlT)NG AC 2 ,EXISTING AC EXISTNG 4' GRASS 41 g'6 �- lE 150.50 a L yip' 4 PAVEMENT8X Il #FX PAVEMENT k ° ALE FOR SWALE PS 5 �3' BM _ 17.: _ _ :: - r _ f EXISTING WATER N 893403 TK. 133.31 ls4.o0 1s .4 h v. SEROCEKiLLED IE 156.00 SEtR LATERAL EXISTING TER � ' C L PER 9435-G / EXSTING 10' TIDE SEVER IE 150.80 IE 15300 B POINT OF 1775 f / / / EXISTING 10' NiDE SETTER EASEMENT 10" WIDE PRIVAI CONNECTION TO 9�35CG P R 1T WIDE PRIVA]F ROAD \\ ` ^ ( 1 2 2.5 ' \/\\/\\/� " � EASEMENT GRANTED TO LEUCADIA GRANTED TO LEUCADIA WASTEWATER 5' N1DE PRIVATES R DRAINAGE EASEMENT EXISNG A / / / WASTEWATER DISTRICT RECORDED DISTRICT RECORDED JUNE 19, 2006 AS EASEMENT/N FAVLR OF IN FAVOR OF PARCEL 1 AND UDLINES EASEMENT IN / / / DECEMBER 19, 1005 AS DOCUMENT DOCUMENT N0. 2006-432425, O.R. PARCEL 1 PER PARCEL PARCEL i PER EMERGENCY ACCESS EASEMENT FAVOR OF PARCEL 2 PER CONCRETE S1DRMl \j\\�/\�/\\y\jT\�\� M. 2005-1083826, OF O.R. MAP 20567 PARCEL MAP 20567 GRANTED TO THE A CITY LE PARCEL MAP 20567 APPROXIMA TE LOCA TiON DEEPENED CURB ARAAV PER PUN \/\/\/\�\/ ENCINITAS PER PARCEL MAP 20567 S fXI,RILL RESIDENCE TEMPORARY RUMBLE BARS FOR STABILIZED CONSTRUCTION ENTRANCE PER CASQA STANDARD TC-1 TYPE 2 24x 24"PCC CATCH 84 S1N 15 1FfL GRATE BY �'� GRASS OR TURF LINED OPTION OVER ANCHORS (TIP,) LANDLOK TURF REINFORCEMENT R SWALE SHALL BE VER OR URF 36" I PRIVATE CATCH BASIN DETAIL 4"KEY ADEQUATE GROUNDCOVER OR TURF. D FOR ANCHOR 3 PROTECT EXISTING PLANTS THA I ARE NOT PRONE TO TURF REINFORCEMENT KEYNOTES: _ FENCE IN-PLACE BLOCKING THE DRAINAGE FLOW MAY 6• MAT IF APPLICABLE NTS _ _ p I I -� �- 2' 16' ALSO BE PLANTED ON SIDE SLOPES III-III-II1_1- II - -/ / 1 MAX -III-III-I I CONCRETE 5"PCC DRIVEWAY iQFDEPART NO PARKDARDS.f LINE'SIGH PER CITY OF ENCINITAS FIRE !E / �\ I ERN01EA2 A S IT BASE _ ll W t I- "MIN. ENGINEERED SOIL DEPARTMENT STANDARDS (4) TOTAL. PROS -III-III-III-I I I= 11d1 I I II 1 116�� -III-III-III-I I SE 20% REMOVE AND SALVAGE EXISTING TREE _ H' 6" CL S 4• _ ni iil iii it iii-iii- - N -III-III-II I I I-II= =II-III-III-III-III I I - ° ° GRASSY SWALE h a 3 PART CLEANRWASHED SAND OPROiECT EXISTNG TREE IN PLACE 150 - 6" EXISTING -I I I-I I I-I I I-I I (-III-III-) I-III-III-III-III-III- - III PER DETAIL TO 1 PART 3/8" ORAVfL I GRADE N S I III-III-III III III-III-III-III-III-III-I 1 I ZI MNV - I 18"MIN ;" ®PRIVATE 6"I PVC STORM DRAIN (SLR?-35 MIN.) _ CONSTRUCT EARTH p ( 2° - 3/8" GRAVEL O EXISTING 4' WIDE GRASS SWALE FOR BMP S NOT TO R R -I I I-I I I-) I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I-I I BERM Al TOP OF NA 77 SO1ED 6" WIDE x 18" DEEP q BE MODIFIED WITHOUT PERMISSION OF THE CITY OF ENCINITAS PROPOSED _ _ _ SLOPES (TYPJ NATIVE SOY PAD -III-III-III- I-I -' �-III-1 I I-1 DEEPENED DRIVEWAY 6" - 3/4" CRUSHED ROCK GRADE 158.0 EDGE PCC DRW0�INERLY NON-PERMEABLE LINER �ONC 4"PERFORATED SUBORA/N PIPE SLOPE SCALE 1"=20" ©EXISTING 1'HIGH RAIL ROAD TIE RETAINING WALL OR APPROVED 155 PAD 1558 EQUAL NO PERMIT REQUIRED. TYPICAL AT ALL STEPS TYPICAL DRI VEWA Y CROSS SECTK�iN SIDES AND BOTTOM PER SOILS 24"MIN. AT i%MIN. AND CONNECT TO ON-SITE 1501 EXISTING ENGINEER RECOMMENDATION. PR/VAiF DRAINAGE SYSTEM 0 10 20 40 Q7 EXISTING 12'x12'HDPE CATCH BASIN BY NDS' OR APPROVED EQUAL I �/G7RAADE cEcw7ry/�I I TYPICAL GRASS URAW�VAGE SWALE VEGETATED NTS ®REMOVED INTENTIONALLY 77 X 96070/rS r