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2009-10116 G (Plans)SERB IX' I I I I I I J I Ji CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUAiR Y -ZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE iN70 THE STORMWATER CONVEYANCE SYSiEM OR ANY REC9MG WATER CONTRACTOR STALL POST A 96N DES16NA77NG THE WASHOUT LOCATION. COINSRRUMN SIZE ACCESS A STABILIZED CONSRUCRON SIT ACCESS SHALL BE PROVIDED FOR VEHICES EGRESS AND INGRESS TO PREVENT TRACKING ORT OFF SITE THIS SHALL MNCLUD€ USING MATERIAL SUCH AS GRAWI AND /OR CORRUGATED STEEL PANELS/PLATES CONSTRUCAON raliM A SPECIFIC AREA AWAY FROM GUTTERS AND SiORMDRAIN SHALL B£ DE90NATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE R5f1E. Na AND ROURN€ EOUNPMENT MAINTENANCE. ALL MAJOR REPAIRS 91 BE MADE OFF -SITE. EROSION CONRIX EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVA176N AND GRADING ACRNTIES ARE ALLON D DURMVG WET REATW. DIVERSION DIKES STALL BE CONSTRUCTED 10 CHANNEL RUNOFF AROUND THE CONSTRIIC77ON SHE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND IEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VECETATTON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS 91ALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE ER090N. 7EMPORARY VEGETA BON MUST BE PLANTED ON SLOPES OR NI€R €CONSIRUCTON IS NOT IMMEDIATELY PLANNED FOR ER09ON CONTROL PURPOSES EROSON -HALL BE PREVENTED BY PLANING FAST - DRONING ANNUAL AND PERENNIAL GRASSES TO -MELD AND BIND 7HE SOIL. PLANT PERMANENT VEGETA77ON AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACYW71ES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-97E OWSIRMON MAMAL STARAGE STORED MAiNALS SHALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND SPILLAGE CONIRACTOR SHALL STORE THESE PRODUCTS WHERE THEY KILL STAY DRY OUT OF THE RAiN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FULL S70RED ON -91E. EUMI /NAIF OR REDUCE POLLUTION OF 57ORMHA WR FROM STOCKPILES K£PT ON-SIT STOCKPILES MAY INCLUDE SOIL, PARING MA7ERlALS ASPHALT CONCRE7E, AGGREGATE BASE ETC: STOCKPILES -WALL BE LOCATED AWAY FROM CONCENTRATED S70RMWATER FLOWS AND STORMDRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZA770JV MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES Y11T,11,7/7h CITY OF ENCINITAS SHALL BE POLLUTION CONTROL YOKE WORKING ON SITE. THE SUBCONTRACTORS ABOUT f.1WALT,� 0-11,7 3EI CONTRACTOR SHALL BE RE9MSBLEFOR PROPERLY OSPOSNG OF ALL WASTE AND UNUSED CONSTRUCTION MAIERIALS DUMPING OF UNUSED OR WASTE PRODUCTS DN THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRIC7LY PROHIBITED. NO SEEPAGE FROM DUMPS7ERS SHALL BE DISCHARGED INTO MANY CONSiRUC77ON MATERIALS INCLUDING SOLVENTS WAiER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE HOW AND CLEARED WEGETA77OV CAN BE RECYCLED. NON- RECYCLABLE MAIER/ALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MAIERIAL, CALL THE HAZARDOUS WASiE HORINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND 70 ORDER DUMPSTERS CAL! LOCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOLETS MUST BE N GOOD MING ORDER AND CHECKED fREQUENR.Y FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS -HALL BE KEPT AWAY FROM INE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROU77N ELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY fROM CONSiRUCTON SITE. "Et-11I L ALL NORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIRCAi7ONS FOR PUBLIC -NORKS CONSiRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANiNGS ANY CHANGES OR RE09ONS THEREFROM SHALL BE APPROO BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECITON 2 THE SOILS REPORT 177LEO PRELIMINARY O€OTECilF1/CAL INVESRGAPON PROPOSED ADDITIONS 2209 3 APPROVAL OF THIS PLAN DOES NOT COMSilIUTE APPROVAL OF SZES LOCATION AND TYPE OF DRAINAGE FACILITIES NOR OF IMPROVEMENTS WITHIN STREET RICHT -OF -WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED iN CONJNUNCTKXN WITH IMPROVEMENT PLANS 4: WR/TIEN P€RMIS -ON SMALL BE OBTAINED FOR ANY OF-STE GRADING. 5 CONTRACTOR 91ALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PR07ECT ADJACENT PROPER77ES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED 91ALL BE REPLACE) OR REPAIRED TO COJVD177ON EXIS77NG PRIOR TO GRADING 6. THE DEVE MER 91ALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLI91€D AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEICES INCLUDING SHORING; AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALiH STANDARDS LAMS AND REGOAHOYS OR HUM N OCC P LL BE CON UCIED BETWEEN THE HOUR 1 5:30 P.M. SIR 7..� AM. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOUDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ON91E WITH THE FOLLONNNG PEOPLE PRESENT. CITY iN•SRECTOR, CIVIL ENGINEER, SOiLS ENONEER, GRADING CONTRACTOR AND PERMH7EE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 631 -1770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MAiERIALS TO ANY PROPOSED CONSTRUCTION 9TE WITHIN IHHS PROACT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUT. THE DEVELOPER SHALL COMPLY WITH ALL COMIRONS AND REQUNREMENTS 7H€ CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA 7101V It. UPON FINAL COMPLETION OF 7HE WORK UNDER THE GRADING PERMIT BUT PRIOR TO RNA! GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN AS- GRADED CERDFICARON SHALL BE PROVIDED STATING- THE GRADING UNDER PERMIT N0. HAS BEEN PERFORMED IN SEIBSTANI7AL CONFORMANCE WITH IHE APPROVED GRATING PLAN OR AS S701NV ON THE ATTACHED AS- GRADED PLAN N. THIS STATEMENT 91ALL BE FOLLOWED BY THE DATE AND 96NA711RE OF THE CIVIL ENGINEER NHO CER77RES SUCH GRADING OPERATION Wiff," jl�rar�r�;�y 1. 7HE EXISTENCE AND IOCANON OF UNDERGROUND UYUTY PIPES AND STRUCTURES 9101N ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNDIt€DGE THERE ARE NO EXISTING U7iLIDES EXCEPT AS SHOWN ON THESE PLANS HOWEVER.• IRE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES - LOCATED AT THE WORK SITE. IT IS NE CONTRACTOR'S RESPONSBILITY TO CONTACT THE FOLLOWING OINVERS OF SAID U77UTIES OR STRUCTURES PRIOR TO ANY EXCAVATION, VERIFICATION AND LOCANOV OF URWIES AND NOTIFlCATOV OF COMMENCEMENT OF M.- OLAMHAIN MUNICIPAL W4 TD? DISTRICT 760 -753 -8466 SAN DIEGO GAS If ELECTRIC i -800- 422 -4131 PACIFIC BELL i -800- 422 -4133 CABLE TV (DIMENSION CABLE SERVICES 1- 800 -422 -4133 SEWER - CARDIFF SANITATION DISTRICT 7601 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR 70 BEGINNING ANY WORK ON THIS PROECT. PHONE (760) 633 -2770 3 THE CONTRACTOR WALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. 760 63J-1770 ALL PORK PERFDRIG NTHOUT RWD7T OF INSPECTION KILL BE SURECT TO R�tfi NOW AND REMOVAL. I !.4 L ALL GRADING SHALL BE INSPECiED AND TESTED BY A OUAUFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACIKf7LLS AND COMPAC770W OF IRENCIES HE SHALL SUBMIT SOTS REPORTS AS REQUIRED AND KILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STA7E iHAT INSPECTIONS AND TESTS NERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS HERE CONSTRUCTED IN ACCORDANCE WiTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 3 ALL AREAS TO BE FILLED WALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SP €CFICA17ONS ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON IH1GH THE FILL IS TO BE PLACED. LODE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED 70 A DEPTH OF 6' AND IHEN COMPACTED 70 A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE NIH SMECIRCA PONS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SEC77ONS THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECIED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS AND OiHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. TINE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH IRE GRADING ORDINANCE. L ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NTH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRiCA71ON STANDARDS 2 FINISH GRADING AND PLAN77NG 91ALL BE ACCOMPUSHED ON ALL SLOPES PRIOR TO OCTOBER i OR IMMEDIATELY UPON COMiPL€770V OF ANY SLOPES ORADED BETmFlN OCTOBER 1 AND APRIL 15 E EROSION CONTM 1, IN CASE EMERGENCY PORK IS REQUIRED, CONTACT KAL SESHADRI (OVER) AT 760 - 944 -9563 2 EQUIPMENT AND NORKERS FOR EMERGENCY NORK 91 BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA77ONS TO FACILITATE RAPID CONSTRUCIION OF IEMPOI DEVICES NtIEN 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 RES70RE ALL EROSION CONTROL DEICES 70 #VRKING ORDER 70 THE SABSfAC7KIN OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5 PIE CONTRACTOR SHALL 1NSTALL ADD1770NAL EROSION CONTRIk MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES MHICH MAY ARISE: 6 7H€ CONTRACTOR -HALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU17ONS TO PREVENT PUBLIC Nf3PASS OIV70 AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS COND1770N. 7. ALL ERO -ON CONTROL MEASURES PROVDED PER THE APPROVED GRADING PLAN -HALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOE AT THE CONCLU -ON OF EACH WYRK DAY. 9. ALL REMOVABLE PROIEC17W DEICES SHOW SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN 7HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SIT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. SHOULD GERMINATION OF HY1MOSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES 90% COVERAGE) PRIOR TO NOVEMBER 15 THE SLOPES -GALL BE STABILIZED NTH PU CHED STRAW INSTALLED IN ACCORDANCE' NTH SECTION 35023 OF THE ERO-SION AND SEGMENT CONTROL HANDBOOK OF 7HE STATE OF CALIFORNIA DEPARIMENT OF CONSERVATION. SMSfI CRYMAX SIGNED. OAMA IIIiss DATE: 9-1 RGENO. G9 _ EXPIRES l I SIGNED: " DATE. (.v ROE 11041111116. JV0f EXPIRES- X!, f �► COAST GEOIEC HNICAL CONSULRNG LNGNEERS AND GEOLOGISTS 779 ACADEMY DRIVE, SOLANA BEACH, CA 92075 858) 755 -8622 .0. P- 560108 . lfll Y THE UNDERSIGNED ENGINEER AGREES THAT THE K WK PERFORMED BY THE ENGNEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE O. PROFESSION THE ENGINEER fURTHER AGREES THAT THE #VRK PERFORMED HEREIN SHALL BE IN ACCORDANCE iNIH THE RULES AND REGULATONS REQUIRED BY THE CITY OF ENCINITAS 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 DI PON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUMCIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR IHE PLANS OR DESIGN OF IMPROVEMENIS BAST THEREON. THE ENGINEER AGREES 70 INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY IN-URY AR19NG SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS 97 THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE NORK PERFORMED BY THE ENGINEER. LEGEND STANDARD SYMBOL PROPERTY BOUNDARY - - - - -_- EASEMENT LINE EXISiiNG CONTOUR EXIS71NG ELEVATION ABOVE GRADE DECK ELEVATON ROOF ELEVA NON NEW CONTOUR 191 NEW ELEVATION 19200 NEW ABOVE GRADE ELEVATION 20200 GRASS -LINED SWALE DETAIL A' DIRECTION OF FLOW CONCRETE HARDSCAPE PER PLAN MASONRY RETAINING WALL PER PLAN PRIVATE SEWER LA7ERAL STRED SS -01 — S S — PRIVAT SEWER CLEANOUT SORSO SS -3, PVC SDR-35 MIN U.N.O. 7RENCH RESURFACING Ci7Y OF ENCINITAS SiND. DIGS GRAVEL BAGS CALIRANS STANDARDS SC-4, SC -8, & ooc�0000 SC -10 & DETAILS 'f & 'G' SILT FENCE CALiRANS STANDARD SC -i &- DETAIL 'I' STABILIZED CONSIRUC7iON ENTRANCE CALIRANS STANDARD TC -1 & DETAIL H' BMP AREA NOT TO BE MODIFIED WITHOUT THE PERMISSION OF 7HE CITY OF ENCINITAS V: ;7;4 'fr11107Ri IF = FINISH FLOOR FG = FINISH GRADE TW = TOP OF WALL ELEVATION TG = TOP OF GRATE IE = INVERT ELEVATION FL = FLONUNE H.P. = HIGH POINT VE = VERTICAL CURVE C.O. = CLEANOUT &C.O. = SEWER CLEANOUT P.O.C. = POINT OF CONNECRON RE = RETAINED ELEVATION DINNER.• KALYANARMARAM & ANURADHA IADRf 2209 SERENO VIEW LANE ENCINITAS, CA 92014 SITE ADDRESS 2209 SERLNO VIEW ENCINITAS, CA 92024 ASSESSAR'S PARCEL NO.: 265- 390-03 LEGAL DESCRIPRUN.• ALL THAT PORTION OF LOT 24 OF RANCHO LAS ENCINITAS IN IRE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING 70 MAP THEREOF N0. 848, FILED IN THE OFFICE OF IRE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 17 1898 OF OT7CAL RECORDS DINNER'S 09HIRCA7E IT iS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FURTHER AGREED THAT THE ONN£R1DEVfLKEElR�1 SHALL HAVE A REGISTERED CVR ENGINEER MAKE SUCH CHANGES, ALTERAIT,IONS OR ADDUUIRONS 70 THESE PLANS WHICH THE CITY ENGINEER DE7ERMINES ARE NECESSARY FOR AND DESIRABLE FOR 7HE PROPER COMPLETION OF THE IMPROVEMENTS I HEREBY CERTIFY THAT A REGSiERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR KILL BE RETAINED TO SUPERNSE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE i �j (EAR1HNgRli• CUT= 1HB•C.Y. zzo CV FILL = 25 C.Y. 26 LV EXPORT= 185 -CY. 19,5 CV ) rf� N W ci'§vuVCCKMIb iE W - i` SAMPO ENGINEERING, INC. d No.44173 /a 1034 SECOND STREET Exp.6 -30 tt ENCINITAS, CA 92024 m ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT PUBLIC WORKS PARKS AND RECREATION (760) 436 -0660 / Q 9TFOF Qom` SUSMP BMP STATUS BY VINoI A- — - -- 3 DATE G 9 0 VCINITY MAP STANDARD PROJECT A1122- 0 S.tB.,p ,� 4 -z¢ -aT yLt NTS 9 �' GIVATURE DA 7E S ANRE DATE SIGNATURE DATE NA7URE DAI SGNATURE EXPIRES TWO YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING DSW BY WBY ` BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO- VLS CoAb'T. G 1 LI ( CITY OF ENCINITAS SURVEY CONTROL STATION ENC -20' PT. NO. 1020. PLANS PREPARED UNDER SUPERVISION OF L�,�H GRADING PLAN FOR : A ��/�� /�+� -W&Er 2 &-i-2&m 2.5" BRASS DISC ON 771E SOUiHNEST CORNER OF A CONCRETE PEDESTAL FORA RECOMMENDED /cm' APPROVED SHtIDR/ RE. l7Ef liL ' fl �—D FINN\ N5 1� -1 i• i FIRE HYDRANT ON THE EAST SIDE OF RANCHO SANTA FE ROAD 100 FEET i " =10' / // DAP€ : 70 9 A5 UILT E ET Z SOUTFIfRLY O TIE MIDDLE O FL CAMMVO DEL WORT€ 2.5 HEFT EASTERLY lE , R.C.E. NO.: 44173 /) /) /� 2209 SERENO VIEW LANE AN AC BERM AND 63 FEET NEST OF POWER POLE Na P164067 BY: BY - • APN: 265- 390 -03 ELEVA770N.• 120.564' DATUM• NAWM SIGNA7URE DA VINCENT L. SAMPO EXP. 61" DATE : i 1 p 4 DATE ENGINEER OF WORK ?-� -�— SHEET 1 OF 3 U Z h C'S � Z w w } Z 7 z w a Q L_- 'i_ L O'n C? C I' L a, W /CE x 2' TYf'l6AL GRASS -YNED SWALE -) r �, r.. ���J :1 �) ri ; NTS - N 1520'30" E 214.98' (CALC.) (215.00' PER DEED) X � 3 %PVCSpI�E I � - N 1 ° =10' 0 5 10 20 MIM I. WALL MA7KMS -WW HEREON MAY VARYDURMG CONSTRLCAUN DUE TO EZZNG GRADES AND SOIL ENGINEER RECOMMENDARONS 2 CONCRETE SIDEWALKS AND PA WS SHALL NOT BE LESS THAN 4" P.CC _OVER 4' CLEAN SAND OVER 12" OF RECOMPACIED NATIVE SUBGRADE SOIL, UNLESS DETERMINED 01HERMSE BY IRE SOIL ENGINEER PRIOR TO CONSMUCh N.. XINTS AND REMFARCEMENT PER SOIL ENGINEER. 3 FOR STORM WATER POLL URAN CONTROL PURPOSES; RUNOFF FRAM ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECAON AND DISCHARGE ONTO 1HE STREET AND /OR NVTO IH£ PRIVATE STORM DRAIN SYSTEM. 4. STORM WATER SHALL ROW AWAY FROM STRUCTURES AND NOT BE ALLONED TO POND ADJACENT TO STRUCTURES 5. DRAINAGE SWALE ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER 6. THE M77NG TOPOGRAPHY SHOWN HEREON WAS PERFORMED BY SAVO ENCINEERNf INC, ON SINE 17, 2008. 7. SEE SHEET J OF 3 FOR EROSION CONTROL MEASURES AND CONSTRUCROV BEST MANAGEMENT PRAC77CES 8 A POLICY OF 177LE MSURANCE PREPARED BY STEWART 177LE AS ORDER NUMBER 02- 0231039, DATED MAY 9, 2003, WAS PROVIDED BY THE OWNER AND RENEN£D FOR ON -517E EASEMENTS SAID EASEMENTS ARE PLOTTED HEREON. 9. IF ANY DISTURBANCE 70 ADJACENT PRLIPER71ES IS ANYCIP4IED AS A RESULT OF ANY PROPOSED NORK, OR AT THE DESCRE70 OF THE CITY FIELD WECTOR, A NR77DV LETTER OF PERMIS5I01V FROM IHE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMIT70 70 # j� _ ' t� � • + ! j �� I MRAIL MUMKI r IHA, HA,) NU, VUN rrct ww,)L r AUMUNAU IN WN1 uNC ANU )UM MU 1 I - \ iW CITY IS GROUNDS FOR A STOP -ILK TO BE ISSUED FOR THE PROJECT UN77L THE PIAIF 36" 1 _ 1 2.15 FFXlST1MG GMAW v v \ � � TO 014, ORREY PINE B1R PA - - __ -a �4 0 I_ -2� REGNlNtED P SSION lS A3T ED - 19 .5 \ 12' 10. 14C A.Ew ASPHALT C vtiC, acrvel�aav c&ass s v $E A.3 \ , ,1 G , ,r - _ s . ff 199 5$�E I rRE< I ; j ti n >a�c�v�e, av n+e saL c wee tsas� ew ve rsru T�srs, n,a, 199 \ : we - ue - J T �/ N I 1 l ~ ofti�w*y socnoN SFLALL A er bE LFss °11 NNv 41 Acc Otm 6' C1� ff x t 19938 9 , j y V ✓ air2 12 of fZtScu1P<kTE13 n/rtiT14� uvLCp 7NE Sai 4 v ` 11 I l 206.46 \ ENG I N z Pvbf UTr-:s if ERW 45E. r2'1 1 Ll1 \ / i '- NOTE GAA1E INLET , , � � � � 1 '- L THE MIF7L IRAAON BASIN SHOWN 15 PRIVATE. X 1932 ENT �s - - r e , ti I CONDNUOUS MAINIENANCE OF THE BASIN IS 771E < 96.6 �� X - - y AC RESPONdSMItJ1Y OF 717E PROPERTY OWNER 1 12` l t \ .7 --------- 19f.5 o - z fXiS11N6 RfSfOENCE `' DRIVE4MY TREE - IT fT 21.15 . 1 CONC. A �. ,, -- v z �7� _ 265 - 390 -0.0 r� -- SERENU VIEIY lAIdEA �Zts�R � � �� a 1 ? Ol 2Q� 1 CNU P \ z %VkSM1 PER�EAM LANL)SCAPE/rIURF 1 'y _ f`, / j � �r • �'� '� ,r9 ` N �' \. \\ 5 `` B( _ 8 (2150) 9 %� wA,ys �X ,� v- �i � IIBI - NIINlllillpi I� a111, III II iIII4iIpIIIp11111 1Up11111111 IIIIII IUIIIIIIIIIIIII Illi l ii gnllll X / 131/ , Ilt VF f 1 +H f i , _ 3 e •5 ". � __ "Al `�,PCC HARD- 1 .9RA/�1YAv ,� �. I4 pl llll pIgVIllllllp111 Ipilllll @IIIUII � IIIIIIIIi9tlUlll 200.21 A SEE-NOTE 4. z , ilUlntnit1111Nn111111111Ntmltt INII 1 1411iM m }httlntti�Ip111Ulllliitelit g�(z/: 2. 5192415 • �K I I I2' '' e _ i l5 e 5� PO UN (15 2 200.66 � i .88tJTRY k E 70 ( I -20030 0 3/4.0 GRAVEL WRAPPED IN r 200.26 o- MIRAR f14GN) "ABRIC OR i o o \ 7 2 2 fi WhLL 2 > 02 APPROVED EQUAL. G- ----------- - - - - -- - ------------ - - - - -- - O p Q O O O O 0 O Q Q 6 Q O O O 189.6 1 - -M ° 4 OIITLEI - - - - _ 9 Wlu = 4' PVC PIPE �, . WOOD 20. v _ A DEC � TEFS � A 1 � � w 1 4'0 PERFORATED PIC fSnR 35 MIN.) WRAPPED IN 4.0 PERFORATED PVC (SDR 35 MIN.) STAND PIPE MRAR (140N) GE�ABRIC OR APPROVED EQUAL FULL GRAVEL DEPTH WRAPPED IN MIRAR (140N) 18" CMP �` PRIVATE SEVER 1 A MIN S L _ 02 0{ _ _WALL' 97 fXISDNG 30' W1Df EASEbI D i GfOFABRIC, OR APPROVED ETIUUAL �- P l FPOS RyWc 1 ! /1S �� /9D h SCn : - -- _ C - - X ROAD @ UTILITY PU ES PE LE i 20 .52 AK 5„ \ - x - { DDI I /A TC /AICII TD A 77/1A / D A M01 N SICRhf DRAIN / N 152030"f 214.98' CALC. 215.00' PER DEED C, 6 iftAp asMT SHED \ /£ 187.25 1 I d OF w N0.44173 �! 6 Exp.6 -30 -11 "J- vpcmnpmv 3Ifo�15 �� F cp \iQQ MPQ WG1NEERWG, NC. R REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING ° '� er Ds BY awac BY os APPROVALS vls AS Z 9 CITY OF ENCINITAS SURVEY CON7ROL STATION 'ENC -20' PT, N0. 1020 PLANS PREPARED UNDER SUPERVISION OF RECWMEAM APPROVED r 25' BRASS DISC ON ME SOUTHWEST CORNER OF A CONCRETE PEDESTAL FOR A 6 • f - , FIRE HYDRANT ON THE EAST SIDE OF RANCHO SANTA FE ROAD, 100 FEET 1 =10' / DATE: (o Q 09 l I N . t • I1,4 S0117HERLY OF THE MIDDLE OF EL CAMMO DEL NORTE, 25 FEET EASTERLY CIE J LT AN AC BERM AND 63 FEET NEST OF POWER POLE NO P164067 a !/ o��/ R.C.E NO : 44173 J NNCENT L SAMPO BY. � BY. - Elf VADOV 120.564 DATUM M4 W88 57GNA1URE D EXP. 8/,30%O9 DATE : 7/ 7 4 ENGINEER OF WORK -. � - - -1 L�-_i - DATE 1+ W E N07ES LIMITS OF EXISTING BUILDING TO REMAIN. 2Q DEMOLISH EAIS77NG TREE M GRASS -LINED DRAINAGE SWALE PER DETAIL 'A'. U TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING © PROTECT-IN-PLACE EXLSANG WOOD DECK. REPAIR AS NECESSARY. Q 4 -SENOR CLEANOT PER SORSD SC -01 Q8 PRIVATE NF7L IRA TO BASIN SfE DETAIL G'. DEMLLISN EXS71NG WOOD STEPS - -CA7CY BASIN BY ' 1@ 4` SOLID WALL PVC WALL SUBDRAN (SDR -35 MIN.) AT 1Z MIN. S'LO`E. Q 4' SGJD WALL PVC STORM DRAM (SDR -35 MEN.) AT 1$ MIN. SLOE. Q PRIVATE STORM DRAM CLEANOUT. 4CINITAS ENGINEERING DEPARTMENT SnADRI RESIDENCE 2209 SERENO KEW CANE APN: 265 - 390 -03 DRAWING NO. 14116 -G SHEET 2 OF 3 U z c w III Z z , w e O a n Q sn 199.5 1 I O 72 \\ PINE \ 36° \ \\ ORR[ PINE -- 199 197 /! xn 196.6 X z L L F xR ),2 ` c°o I tr, - ^2�1 x �I LL C� 0 5 10 20 X 1g � ,q3 ��...... 24 PINE BRICK PAVERS 36° PINE 1932 X p F- N 1570'3O' E 214.98' (CALC.) (215.00' PER DEED) CHNNUNK FENCE 199.09 198.11 19760 PINE cNc X199.33 `�t ?� 'p�. �S�6 .�REEO\ 24° r �9� 4] [O9. PINE &e1 198,5 . 985 EX,�P GAR ME 0,.4 1 ! - -� � r - 'lo 198, 5 2 - FF 199. 58 t � � GARAGE FF I PET- CONCRETE �j X 094] �, �I 2�. 46' 197.7 [217.1] �CASON (IYP k) �i 98.9 i -I �- 19 .21 L� 11 98. ENT - - - - -- \' ZzE BUILDING WALL PER AC I, 1 19 . ARCHITECT'S PLANS DRIVEWAYS j (11 PA PLAN CHECK NO 09 17J -" - ' I I TR r , 192.0 [215 0] x �1 FL �7`r` 189.95 EE 2.�`r tE 0 ;- - L ` l WOOD 989.9 A I OVE A' 3 � � � L DSCAP� A L9 0,984 4 12 k. S NJrF 4. j�j 1, C WOOD DESK r1S2T E T {202 �} 2 2 7 sRrcK 200. 66 i - L At 0/t . , lE � PT ABOVE GRADE, al j - 200.30 �� 58 l WOOD E TRY i i t I 3 12021, I 200 26 O U CO 2% o_ 5 ��� [2132] ABO _ADE I I { WALL X - - ILM°GIPARY IELQpTY OEOr DAM ;' \, ,,9 _ WALL 200.2 J \ AR MUM � 1 t .5 -- \' cO 94.24 j '964 \ I can v..'.4 L� 3 F 7 O �� 9a 1` \2 °� �., VC'SDR MINE r y f2020j 96.5 9 ` EW ?ATFPAr_ 9 CK _ EXISTING 30' WIDE EASMENT FOR PA S _- - X WALL ROAD & U77LITY PUR., SES PER RLE - 0G '` i 95.90 NO 139354, R €FORDED 9113,67. _ - -- - fF THRESHOLD I S jai 0 W � 792845 � � , � I - t -- 7973 - � ��GG GRADE 20,5 198 1 FA4ARY GRAY! BAG a X FiB71 rMW I/Sf'GIIE 2 183.2 X 1. SET POSITS AND MA ME A 4 BY 4 IN (10 BY 10 CM) WDYC H MR&OPE fROIN AND ALONG ME Lff OF POSTS 9 h �tb I ATTACH 11E FX IER FARMC 70 17E Tiff FENCE AND E1f1END IT INTO 11E 1RENCIL ' , i ►�f � it T7, 0 h ,:7771 -II -11 =11 n =11 ra N jr �� b r •rr r � r� r• < r r. r" r .rt ROM MAIM TM � X E � O PCPOUr % AC I�1 v �\ IIM FA61 C GRAN! M ( C % ST�AGTtkER � ' - 195,6X DRIVWAY M STAGED (M..) � 192 4 �l � �- -- � 200.23 X � ,-- �� I f 99.6 97`' _ CONCRE LA iNG j�j TYPICAL VELOCITY CHECK DAM O SEf NOTE 00 X j 12' �� - ��.36, 199.91 ` SDG &E PRIVA t S£W,fR LATERAL © T, SCC _� / 56 F 4" C S 35 rAIN� x R ?VA SEA AT 18 2X � � ti* 199. 114 O 198.04 , \ z THEE &7uG.. i 9 \ \ 36 TREE_ IN rrA E 1905 X \ � x 4EE 4rtiPY SCT FHYCf j 9 �-`' i Gets 11IEfA[ 17MA0 CID 9 9 'co SCO 0 ROAD Esh1Tn 6 m IE 18752 i g� 415 :r 4' P ` (JP J5 12`0 ti X Nh '"RAH 0 x TREE 96.9 / u 12 S T X SHED IOPOWARHY -- D SBA. X 19991 AT GRADE ELEVAPON 12020, DECK ABOVE GRADE ELEVADON Oi R00` RFVA77ON PROVEDI DATE I REFERMCES I DAT T X T "i96�3X X F - C CHA(NL ?NK FENCE " N 1570311° E 2 214.98' (CALC.) (215.00' PER DEED) / / x r� 9 1 J J j )- r/ J a , N a��c , .6-30-11 N �OF C CALtF Q 1 BENCH MARK S SCAM P PLANNING & BUILDING D DESIGN Y D DRAW eY a a+r«aY A APPROVALS CITY Or ENCNITAS ,SURVEY CONTROL STATION "ENO-20' PL NQ 1020. P PLANS PREPARED UNDER SUPERVISION OF R RECOMMENDED APPROVED 25' BRASS DISC ON THE SOUTHWEST CORNER OF A CONCRETE PEDESTAL FOR A FIRE HYDRANT ON THE EAST WE OF RANCHO SANTAfE ROAD 100 FEET 1 1 " =10` D � �� DATE. AN AC fRM AND 63 fEET WEST O- POWER POLE N0. P164067 6 6t,�.� R 1N ENGINEER L OF WORK E EXP, 6J3Di09 D BY. � � BY: Y YY.G SIGNATURE ATE 1 TRW PvR/ ND SCALE i APPROXIMATE LOCATON EXISTING 6° AC=" WATER I hN AC \1 D.RIVFE AY M� Z SMH RIM 794.84 IE 1�.3s 19s �i � +RELD ERIFIED 8" PVC SEWER VAIN 0 11.759 194.94 71 L CONNECT TO EXISTING EWER MAIN - PER SDRSD SS -01 f 7 18701 IE M9 18581 / 5 L C'ti E 1 I 1 Q -1- [J U z L� Z� cr o� Lul R, Z } CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NQ_ u0 Rg. EROSION CONTROL PLAN FOR . 0 ;g SEMADRI RESIDEAICE 14116 -G d � 2209 SERENO WEN LANE APN- 265- 390 -03 SHEET 3 OF 31-7--