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2009-10358 G (Plans)RIGHTOFWAYNOTE OWWER IS TD DOTAIN A CONSNUC71ON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 46 HOURS PRIOR 70 WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE 70 DO SO KILL RESULT IN ISSUANCE OF A STOP MIRK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPOH98IUTY OF THE OWNER 70 KNOW WHERE HIS/HER PROPERTY LINE IS nn. nu ^r unrP NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FACILITY. UTILITYNOTE ALL UBUDES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES L ALL WURK SHALL BE DONE IN ACCORDANCE NTH 7HESE PLANS THE STANDARD SPECIRC4 77ONS FOR PUBLIC NORKS CONS7RUC770N, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 7HE SAN DIEGO AREA REGIONAL STANDARD MAKINGS. ANY GANGES OR REWSIONS THEREFROM SHALL BE APPROVED BY iRE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTOR. 2 THE SOILS REPORT RiLED 'PRELIMINARY GEOTECNICAL INE5176APON PROPOSED MCLAUGHLIN RESIDENCE, 3131 CIRCA DE TERRA, ENCINITAS, .... m..nuu• ••r.�n.n�n n•. nn..n•n•.nvna mnm.n •_ rvinnl��num nln ni T'n nnm n / Inns /ntn, irT nlT AIAICIO D I& n/IM Fy : /III:?l ;Ix� 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY 0317E GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COMMON EXISRNG PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK NHIC IS DiS7URBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIViL. ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVCES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STALE' AND FEDERAL SAFETY AND HEAL IH STANDARD$ LAWS AND REGULATIONS ETTfEN THE HEQUIPMENT 3 A AN D ��0 A.M. END ORl S SURD Y� SUND YS AND CITY RECA�IOCCUPANCY AYY& NOT BE CAVDUCiED 9. NO GRADING OPERA PONS SHALL COMMENCE UNRL A PRE- CONSTRUCION MEETING HAS BEEN HELD ONS7E NTH THE FOLLOWNG PEOPLE PRESENT• CITY INSPECTOR, OWL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITME.. THE PRE- CONSiRUCRON MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 46 HOURS IN ADVANCE BY CALLING (760) 633 -1770 10. PRIOR 70 HAULING DIRT OR CONSTRUCRON MATERIALS TO ANY PROPOSED CONSTRUCTION S17E WINN THIS PROJECT THE DEVELOPER 21ALL SUBMIT TO AND RECEIVE APPROVAL FROM THE OTYENGNEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE NORK UNDER 171E GRADING PERMIT BUT PRIOR 70 FINAL GRADING APPROVAL AND /OR FINAL RELEASE C SECURITY AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STARNG• 07 HE GRADING UNDER PERMIT N0. 1'0358 -G HAS BEEN PERFORMED IN SUBSTANDAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOW OH THE ATTACHED AS- GRADED PLAN'. THIS STA7EMENT SHALL BE FOLLOWED BY THE DA 7E AND 96NA711RE OF THE OWL ENGINEER WHO CERRFlES SUCH GRADING OPERATION 12. ALL GRADING SHALL BE INSPECTED AND TESIED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE XCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKRI.LS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND KILL DETERMINE THE SUITABILITY OF ANY FILL MA7ERIAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVA TONS AND TESTS HERE MADE BY HIM OR UNDER HiS SUPERVISOR AND THAT IN HIS OPINION, ALL EMBANKMENiS AND EXCAVATIONS ARE ACCEPTABLE FOR THEER INTEND D.E. 13. THE COHiRAC70R SHALL PROPERLY GRADE ALL EXCAVA7ED SURFACES TO PROVDE POSPVE DRAINAGE AND PREVENT PONDING OF WATER HE SHALL CONTROL SURFACE WRIER AND AVOID DAMAGE 70 ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENTER02ON OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIFICATION. ALL WOETABLE MATTER AND OMCPOHABLE MATERIAL SHALL BE REMOVED BY THE CON7R4C70R FROM THE SURFACE UPON MICH THE FILL IS TO BE PLACED LOOSE FILL AND ALLUNAL SOILS STALL BE REMOVED TO SUITABLE FIRM NAiURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPAC70 70 A MINIMUM OF 90 PERCENT. IT STALL BE THE CONiRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, W47ER AND COMPACT 7HE RIL IN STRICT ACCORDANCE N7H SPECIFICATIONS 16. ALL iREES; BRUSH GRA AND OTHER OREC7IOHABLE MATERIAL -WALL BE COLLECTED, PILED OR 07HERET DISPOSED OF OFF THE SITE BY THE CONTRACTOR S`0 AS TD LAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NET AND FINISHED APPEARANCE FREE fROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 7HE DISPOSAL OF ANY SUCH MATERIAL 17. 7HE REMOVAL OF ANY AND ALL CITY TREES STALL BE CONSISTENT NTH THE OTYS URBAN FOREST MANAGEMENT PROGRAM TREES LOCATED NTHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR NTHIN CITY EASEMENTS ARE REFERRED 70 AS CITY TREES AND SCALE BE PROTECTED IN PLACE DURING CONSTRUCRI UNLESS SPECIFICALLY APPRO0 OPHERNSE. NO GRADING XCAVAPON, OR DIS7URBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WTHIN 7HE CITY TREE DRIP LINE AREA (IRE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION DN THE GROt NDI _ lF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN RJCT NTH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED 70 ADDRESS THE TREE REMOVAL. NOTIFICATIONS L THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND SiRUCTURES SHORN ON THESE PLANS NERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNONEDGE THERE ARE NO EASING UPLI77ES EXCEPT AS SHORN ON THESE PLANS HONEVER.• 7HE CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAUIOVARY MEASURES TO PROTECT ANY EASING UPLI77ES OR S7RUC7URES LOCATED AT THE NORK SITE. IT IS THE CONTRAC7ORS RESPONSIBILITY TO CONTACT THE FO LONNG ONWERS OF SAID UPUIES OR STRUCTURES PRIOR TO ANY XCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF HORK.• A. SEWERS - CSO - (760 )-63T -2770 B. GAS & ELECTRIC - GH - (760'*4 436 -6200 C. WATER - OLlaHAIN MUNICIPAL 7ER DISTRICT i- 760 - 753 -6466 D. 7ELEPHONE - SBC BELL - (760)-489-J411 E. CABLE N - COX COMMUNKA PONS-(760)-806-9809 X -2233 2 CONNAC70R SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR 70 BEGINNING ANY XVK ON THIS PROJECT PHONE.• (760)- 633 -2770. 3 THE CONiRAC70R SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSI'ECRON. PHONE. (760)- 633 -2770. ALL MURK PERFORMED NTHOUT BENEFIT OF INSPECTION KILL BE SUBJECT 70 R&ECRON AND REMOVAL VAL I , N VICINITY MAP MIMI CIRCA DE TIERRA EROSION CONTROL 1. IN CASE EMERGENCY NORK IS REQUIRED, CONTACT CRAIG MdAUGHLIN AT (658) 756 -8452, 24 HOURS A DAY. 2 EQUIPMENT AND NORKERS FOR EMERGENCY NORK SHALL BE MADE A VAILABLE A T ALL 77MES DURING THE RAINY SEASON ( DCTOBER 1 TO APRIL 15. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 91E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACUTATE RRAPID CONSiRUCAON TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 3. DEVICES SHOW DN PLANS SHALL NOT BE MOVED OR MODIFIED NTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVCES 70 MING ORDER TO THE SA RVACi76N OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CON7RACTOR SHALL INSTALL ADDIBONAL EROSION CONIR01 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 70 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS 70 PREVENT PUBLIC TRESPASS ON70 AREAS THAT ARE UNSAFE OR ARE P07EN17ALLY UNSAFE. 7 ALL EROSOH CONTROL MEASURES PROVDED PER THE APPROVED GRADING FLAN SHALL BE INCORPOHA7ED HEREON 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM IHE FACE C SLOPE AT THE CONCLUSION OF EACH PORK DAY. DEMES SHOW SHALL BE IN PLACE AT THE END OF EACH VRKNG DAY WEN THE RE PROBABILITY FORECAST EXCCEEDS FORTY PERCENT (40X). SL IT AND OTHER DEBRIS SHALL BE REM9I10 AFTER AC A RAI (LL DAY RAIN STORMWATERPOLLUTiONCON7ROL POST CONSTRUC71ONBMPAMPNOTES I. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLECRON AND DISCHARGE ONTO THE STREET AND /OR IN70 THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIONAiED FOR STORM WA7ER POLLUTION CONTROL SHALL NOT BE MODIFIED NIHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVOUS AREAS NIHIN THE SITE SHALL DRAIN 70 APPROVED 8MP4NP FACIUIES AND OR 70 TURF OR LANDSCAPED AREAS NTH ADEQUA AND /OR THE I PRIG N 10 APED AREAS OM THE SIZE ALL IMPERt70US AREAS MUST OPE TOWARD THE APPROVED BMP/IMP 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5 DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE 7OWARD THE NP/BMP AREA OR HAVE AN07HER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPIRMP. 6 ALL STORMWAIER IMP/BMP FACYUTIES BLOWN HEREON SHALL NOT BE MODIFIED OR AL 1ERED NiTHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION C ADD1IONAL IMPERVOUS SURFACES NOT SHONW ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVSED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. W THE TRASH ENCLOSURE HE ENCLOSURE SHALL BE S AND IS THEN FlIERED NOT 70 PLANTERS OR 7HE STORM DRAIN SMEM. A SEPARA iE BUILDING PERMIT MAY BE REQUIRED FOR THIS SiRUC7URE. OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL POTABLE WATER SYSTEM NOTES: L POTABLE WATER KVRKS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OUWNHAIN MUNICIPAL WRIER DISTRICT (P]I NICT STANDARD SPEGFlCA77ONS AND DRA KINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACUUR INCLUDING ALL AMENDR17S ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS CON7RACTOR SHALL HAVE A C�Y OF THE STANDARD SPECIRCA IONS ON THE JOB 97E A T ALL TIMES 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRANNGS SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TD BE ACCOMPLISHED PRIOR TD THE PRE- CONSiRUCI11lON MEETING NTH THE DIS ICTS INSPEC70R. 3 UNLESS 07HERNSE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATON OF ANY SHUTDOWNS OF EXISTING MAINS SHALL Y SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTIFIED TWO NEEKS MINIMUM IN ADVANCE OF ANY SNUTDONNN, 4. CONNAC70R SHALL COOROINA7E NiH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING 7EMPOHARY SERMCES PRIOR 70 SHUTDOWNS NO SHUTDOWNS KILL BE SCHEDULED ON A MONDAY GH FRIDAY. 5 CONTRACTOR SHALL RENEW ALL PROPOSED TRENCH MURK NIH CAL1091A. A COPY OF EXEMPRON LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR 70 CONSTRUCTOR. 6. NO HORK MAY BEGIN OR PROCEED NTHOUT DIRECTION OF DISWC74S INSPEC70R. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR 70 THE BEGINNING OF NORK 70 ARRANGE FOR INSPECTOH OF THE PROJECT 7. THE CON7R4C7OR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA' TO HAVE UNDERGROUND SERVICE UPURES LOCA70 PRIOR 70 CONSTRUCTION. THIS CALL KILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY NORK BEING PERFORMED IN PUBLIC RIOT -OF -WAY. (DIG ALERT PHONE. 800 - 227 -2600) 6 ALL EXISTING FACILITIES NHIC MAY AFFECT PROJECT CONSNUCRON. LE., LINE CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION YGINS 9. THE CONNAC70R SHALL FURNISH AND INSTALL PER 7HE STANDARD SPECIRCAPOHS THE APPROPRIA1E BURIED U71LITY WARNING AND IDENNRCAPON TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WA7ER LATERALS LOCATED IN PUBLIC RIGHT - CIF -WAY. 10. NHERE ELEVATIONS AND GRADES ARE NOT 910WV ON THE WATER MAIN PROFILE, TOP GH PIPE PROFILE IS 48 -INCHES BELOW CENIERLINE OF RN1SH((GRADE OF STREET 111. ALL �CT ION NT). NO BENDING (CURNNGL OF PIPE SHALL BE PERMITTED NT COUPUNCS NTH 4' MAXIMUM DEFIECTION PER 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROf1LE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS NIHHN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERNSE APPROVED B DI RI rS REF LO�PdNW. ASE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF MHEN LOCATED AT APPROVED BY THE DISTRICTS REPRESEN7A RE 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE 70 EACH LOT. METER 70 BE LOCA7ED 5 -FEET FROM A SIDE LOT LINE. A J4-INCH HIGH LETIER 'Hr SHALL BE CHISELED IN TOP OF ENSTNG CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVCE CRO NOS 14. METER BOXES SHALL NOT BE PLACED NTHIN DRIVEWAYS OR SIDEWALKS NiHOUT THE DISTRICTS PRIOR NRITIEN CONSENT 15 ALL WA7ER SERMES FOR IRRIGATION, ALL TPLE RESDENRAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACK' LOW PREIEN77ON DENCE ON CUSTOMER'S SIDE OF WATER ME7ER. 16. CONRRAC70R SHALL PE Of ALL VALVE LOCA TONS AND PROVDE WW MEN DIMENSONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES 17 LINE VALVES NHERE REQUIRED AT STREET INiERSECDANS SHALL BE LOCATED AT THE 7EE NHENEWR POSSIBLE. 18 FIRE HYDRANiSP AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIRCABONS ARE TO BE INSTALLED T LOCATIONS SPECIFIED BY TILE FIRE DISTRICT 19 ALL DE17GH GANGES TD THE WATER SYSTEM SHALL !E APPROVED BY 171E DISTRICT REPRESENTATIVE /N NR IT PRIOR 70 CONSiRUC110N AND ACCEPTANCE OF THE CHANCE. 20. THE WATER SYSTEM SHALL BE PRESSURE 070 IN ACCORDANCE N7H THE PROCEDURES IN THE OMMD STANDARD SPECIFICATIONS THE CLASS OF PIPE STALL BE USED AS THE DESIGNATED N➢RKING PRESSURE FOR i1SRNG ALL PIPE, VALVES (CLOSED) AND APPUR7ENANCES 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE NTH SECPOH 15041 OF THE OUND STANDARD SPECIFICATIONS PRIOR TO RE -IN OR CONNECAM 70 EXISTING SYS7EM FAGUITES BACTERIOLOGIC QUALITY IEST RESULTS SHALL CONFORM 70 THE CRITERIA SPECIFIED IN THAT SPECIFICATION 12. CONTRACT RECORD MAKINGS MUST BE SIUBMIT7E0 PRIOR 70 FINAL ACCEPTANCE OF MIRK. THE PLANS MUST PROVDE POST CONSTRUCTION VERIFICAPON OF 7HE LOCATION AND ELEVATION OF PIPES AND APPUR7ENANCES 23. CONTRACTOR SHALL GUARANTEE ALL MK FOR A PERIOD OF ONE 1 YEAR AFTER THE DAIE OF ACCEPTANCE FOR THE PROTECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH N7RK, ER NTH ANY OTHER NORK WHIG MAY BE DISPLACED IN SO DOING THAT MAY PROVE DETECTIVE IN OW MANSHIP AND OR MATERIALS NTH1N THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE" NTHOUT EXPENSE NHA750EVER TO THE DIS ICT, ORDINARY HEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPIED. 24. ALL IRRIGATION METERS SHALL BE SERVED NTH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRUNG BY IHE DISTRICT 15 ALL BURIED NUTS AND BOL75 ON ALL WINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE NTH OMWD STANDARD 9DECIRCAPONS CHANGE NO. DTESORIP77ON APPROVED DA 7E BENCHMARK SCALE OLIVENHAIN MUNICIPAL WATER DISTRICT ADD Sftr,,T AR 1 LOC1O01 N£�N2A CPD N )HSOOUIHST CORNER OF ON(�7E EETAL FOR FIRE HYDRANT ON 7HE EAST SIDE OF RANCHO SANTA FE N/A ROAD AND 100 FET7 SOU771 OF EL CAMINO DEL NORiE it •7. 13 DA7UM.• NA H986 ELEVATON• 120.564' 17GH' DATE S TORMWA TER POLLU77ON CONTROL BMP NOTES RELATIVETO CONS TRUCTIONACTMTTES CONSTRUCTION S17EACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF S17F THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWA Y FROM GUTIERS AND STORM DRAIN SHALL BE DESIGNATED FOR COHSIRUCRCW WH /GELS PARKING nICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -5I7E EROSION CONIROL EROSION � 01 RESIST N4°��CES ALL AAS 0 ON �IROt MA��DEQUATF GROUND C0� V OET�ON AND BON AGAINST BY MATRIX. NO 9CAVAPON AND GRADING ACTIVITIES ARE ALLONED DURING NET WEATHER DIVERSION ONES SHALL BE CONSTRUCTED 70 CANNEL RUNOFF AROUND THE CONSTRUCTION 97E. CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EUSTNG VEGETATION ONLY WHEN ABSOIDIELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AMID UNNECESSARY REMOVAL OF THE NA77JRAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES C WHERE CONS7RUCRON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANING FAST - GRONNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT W5f`7ATON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACPNRES ARE COMPLETE. NA7ER USAGE FOR DUST CONTROL SHALL BE MINIMIZED ON•SITECONSTRUC770NMATERML STORAGE STORED MA7ERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONNACTOR SHALL S70RE THESE 4X711/; L' 1; 1 "L�Y��'llfl /:I'C8 /p;rCllil69l)I ;11943 /,! /i /T,r'1 /.'1l�ll,!LU'! 7RAINING CONNAC7ORS' EMPLOYEES WHO PERFORM CONSiRUCRON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH ME CITY OF ENCINITAS STORMWAiD? POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE NORKING ON SITE. THE PROPERTY OWNVER(S) AND THE PRIME CONiRAC70R MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND NOR DON RESPONSIOILIIES WASTEMANAGEMENT CONIPAC70R SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSRRUCRON MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, MERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS SiRICILY PROHIBITED. NO SEEPAGE FROTH ANY DUMPSiER SHALL BE DISCHARGED INTO STORMWAIER. BERMS KES SHALL BE PLACED AROUND ALL DUMPSTERS 70 DIVERT THE NA7URAL S70RM RUNOFF. DUMPSITES SHALL BE CHECKED FREOUEN11 Y F LEAKS DUMPS7ER LIDS 21ALL REMAIN CLOSED AT ALL RMES DUMPS77RS NNOUT LIDS SHALL BE PLACED INiHIN STRUCNRES NTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY ]RASH MA7ERIAL. MANY CONSiRUCRON MATERIAL INCLUDING SOLVENTS NA 7D?-BASED PAINTS IfHIaE FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED VEGETATION CAN BE R�CYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OE AS 714 -1195. FOR FORM INFORMA 770N ON ON LAMITU DISPOSAL ORDER DUMPSIERS CALL EOCO A (760)Z� HAZARDOUS HOTIJNE TOLL fREE AT (800) POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED fREQULNTIY FOR LEAKS CONNAC70R SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERWOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMORNN. CONTRACTOR MUST ROURNELY CHECK AND CLEAN UP MA7ERIAL THAT MAY HAVE IRAVELEO AWAY FROM CONSi(i'UCTON 177E FOR MORE INFORMATION ON STORMWA7ER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENONIMS AT (760) 631 -2770. SOILS ENGINEER'S CERTIFICA7E 1, DAN T. MART, A REGISTERED G SOIL MECHANICS HEREBY CERTIFY ROE M.: P665 IN THE STUDY Q�pFESS /pN EXP. DATE 1 14 ho �\�L r �gglFyc JOB NO.: 10 -9961G y o 2 No 2665 m CONSiRUCNON iESPNG & ENGINEERING INC. Exp 12 /31/14 A 1441 MON17LL ROAD SUITE 115 * C 1 ESCONDIDO, CA 9M26 N� �o G T7-E! N C HNPi (760)746 -4955 STF 7- CAC� S TA T E M EN T OF ENGINEER OF WORK THE RELD OF APPLIED WAS MADE BY ME OR THE UNDERSIGHED ENGINEER AGREES THAT THE MARK PERFORMED BY THE ENGINEER SHALL COMPLY NTH 171E GENERALLY ACCEPTED STANDARDS IMPROITEMERiS BASED 7HEREOA! THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND I7S OFFICERS AGENTS AND EMPLOYEES fROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM 7HE NEGUG&T ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND HIS ER AGENTS OR EMPLOYEES ACING NTHIN FHE COURSE AND SCOPE OF SUCH AGENC EMPLOYMENT AND ARISING OUT OF 7HE N7RK P NED BY THE ENGINEER. _�/� SAMPO ENONEERIV INC. STANDARD =c,� -' 11034 SECOND T SI , TT PROPERTY LINE No. 44173 ° (760) 436 -0660 06 -30 -15 NEW CONTOUR BY y�ot j--7" DALE /023 /3 RCE 44173 EXPIRES 301015 fq CIv1� lFOF DAYUGHTLINE VINCENT L. SAMPO GRASS LINED DRAINAGE SWALE (DETAIL A) CA��F�� CONCRETE PAVEMENT PER PLAN PERMEABLE PAVERS DRIVEWAY FOR RMP S UNI ECO -STONE OR APPROVED EQUAL CONCRETE MASONRY RETAINING WALL PUBLIC WORKS BUILDING RETAINING WALL PER BUILDING PERMIT PLANS PREPARED UNDER SUPERVISION OF DATE : /O 2 I R.C.E. NO.: 44173 EXP. 6/30/15 LEGEND STANDARD PROPERTY BOUNDARY PROPERTY LINE EASEMENT LINE EXISTING CONTOUR XISDNG ELEVATON NEW CONTOUR NEW ELEVATION DAYUGHTLINE GRASS LINED DRAINAGE SWALE (DETAIL A) DIRECON OF FLOW CONCRETE PAVEMENT PER PLAN PERMEABLE PAVERS DRIVEWAY FOR RMP S UNI ECO -STONE OR APPROVED EQUAL CONCRETE MASONRY RETAINING WALL PER MRSD C -.L C -4, C -7 & C -B BUILDING RETAINING WALL PER BUILDING PERMIT PRIVATE SUBDRAIN PIPE CRC D -60, PIS 5DR -35 PRIVATE STORM DRAIN PIPE SORSD D -60, PVC 5LR -35 PRIVATE CAiCH BASIN BY NOS' GRAVEL BAGS (CASOA SE-4, A 10) & DETAILS E & F SILT FENCE (CASOA V-i) & DETAIL G STABILIZED CONSTRUCTION ENTRANCE (CASOA STANDARD 7C -1) & DETAIL D bMP AREA -NOT TO BE MOOIRED N THOU T PERMISSION FROM 771E CITY ABBREVIA77ONS. AC = ASPHALT CONCRETE BMP = BEST MANAGEMENT PRACTICES CO = CLEANOUT EP = EDGE PAVEMENT IF = FINISH FLOOR FG = FINISH CRADE FH =FIRE HYDRANT R =FLOW LINE GV = GAS VALVE GM = GAS ME7ER HP = HIC POINT IE = INVERT ELEVATION R = fLONINE IF = LINEAR FEET OA = OVERHEAD PP = POKIER POLE SCO = SEWER CLEANOUT S1MH = SEWER MANHOLE TG = TOP OF GRATE TW = 70P OF WALL NM = WATER METER WV = WATER VALVE OWNERS, CRAIG MdAUGHUN & DANNIE JOHNSON JIM IT SA AE92 24A ASSESSOR'S PARCEL NUMBER.' 264250 -16 EAR7HWORKDATA SYMBOL 160 160.50 I_LLLLL -SUB SUB - -SD SD- - SD -M-SD- STEEPEST EX7SPNG NA77JRAL SLOPE ON -SIZE = 3 H : 1 V MAXMUM WRTCAL DEPTH OF CUT = ff 1' MAXIMUM OQL DEPTH OF FILL = 7` CUT= BBB••E t gq%0c4. FILL = 089 G: 4 (00 cy. EXPORT 480 d) a04y REMEDIAL - 6164 BUI RBHE ®UAL= �gO,�.`1- 2'REr�ovflL Rn�o ¢ecoN9RCt�oN UNtJEQ ij' pl7i5t0E '[HC St9lua)NC� FZ Q�q$. IMDtQVldlj RREF1 CA4C�L14i1DN5 _ New- 'Rp6gN)% S R te•° `1,ii� SQ �n LEGAL DESCRIPTION.' LOT 159, LAKE VAL SERENO UNiT�3 IN THE CITY OF ENQM`TASS COUNTY OF SAN DIEGO, STATE OF CAUF A, ACCORDING 10 MAP N0. 531 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY ilk 1973 TOPOGRAPHY- THE EXISTING TOPOGRAPHY SHOW HEREON IS FROM A SURVEY PERFORMED BY SAMPO ENGINEERING, ON NOVEMBER 6, 1008 OWNER'S CER TIFICA TE 1 LOL SNEl _HEREBY CER71FY THAT A REGISTERED SOILS ENGINEER W OR T HAS BEEN OR KILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACRRTY AND ADMSE ON 7HE COMPACTION AND STABILITY OF THE SITE ` A: / Al I N DA a�K :.. s✓ A +.D !3 DANNIE JWNSUN DATE z BMPPROJECTSTATUS. STANDARD PLANNINGAND BUILDING PARKSANDRECREATION ENCINITAS FIRE DEPARTMENT DATE DATE DAiS aGN DATE ENGINEERING DEPARTMENTAPPROVALS C/flOFENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. •�nd1 APPPOW GRADING & EROSION CONTROL PLANS FOR: 1211111.7 DAE ENGNEERINGG/PIA UC ARKS DIRECTOR f10A DAFT MCLAUGHUlN GARAGE 3133 CIRCA DE TIERRA 10358 -G SHEET IOF3 AT h z 13 Cc w c w z C'3 ° z w O a 21 CHANGE N0. 1�PROTECT EXISTING PAVER DRIVEWAY IN -PLACE O CONCRETE Aj MASONRY RETAINING WALL ER SORSO 4. ONE 0 REMOVE fA1SRNG TREE SALVAGE if POSSIBLE 10 NO PARKING-RRE LANE' VON PER CITY OF ENCINITAS RRE ROTECT EXISRNG TREE IN PLACE DEPARTMENT STANDARDS (3) TOTAL. ® PON CONNECTION BUILDING SEWER 11 APPROXIMATE LOCA77ON OF EXISRNG SEWER LATERAL PR07ECT . IN PLACE. CONNAC70R TO VERIFY LOCA776N PRIOR TO CONSNUC O 3' OW M ff GRA Mm ROCK-LINED ER E PER ENLYNITAS 12 12" INDE ]BENCH DRAIN BY NOS' OR APPROVED EQUAL © PROTECT EaXSRNG ELECNI ST IN -PLACE 1© CONCRETE MASONRY RETAINING WALL PER SORSO C -4 OI DEMOLISH EXISRNC RAIL ROAD RE N/NG WALL 14 2' WIDE PCC BROW D17CH PER SDRSO D -75, TYPE B. ® 4' WIDE BY B' LONG RIP -RAP ENERGY DISSI PER SDRSO D -40, 15 18" PCC CATCH BY BROOKS OR APPROVED EQUAL TYPE 2. USE NO. 2 BACKING 12' THICK OVER 12 FLIER BLANKET O CONCRETE MASONRY RETAINING WALL PER SORSD C -4. 16 (3) 3' OA. PVC STORM DRAIN OUTLETS PER SDRSD D -27 HORIZONTAL ROW OPEN HEAD JOINTS FOR DRAINAGE * T FENCE I X I \ � I •8 0 � i _ - I r \ I I C^ r I ) I i I 1 1 (v 1 , I . 0 q hL I 1 s ti � I r / r eq 4b I ' a 7 � T 1, P 1 1 93 It r / ; I J I Ii'I PAiJ l/J /� I X30. c 30 j F i I i 1 V / / If � i / i ! EXISTING EASEMENT GRANTED r0 EDWARD M. SIRINCER AND JACK HOFFELDER FOR INSMLLA77ON AND MAINTENANCE OF 1 I UNDERGROUND TELEVISION CABLE RECORDED f d/NE 10, 1975 AS FLf NO. 75- 144073, OF O.R. j l 1I1 0 m if Ivc I �It I I N ROCK LSMLsD oo -rf&v rb Li L' RLA•MrLD w/ NArrvE 0/IOVC. 'FOLEfZAvT' PLAA/rT.t/&I S SHALL BE PLANTED WITH 24" MIN. EQUATE GROUNDCOVER OR TURF. ROCK -LINED OPRON PLANTS THAT ARE NOT PRONE TO OVER GEOIEXRLE LINING BLOCKING THE DRAINAGE ROW MAY �6" MIN. ALSO BE PLANTED ON SIDE SLOPES TURF REINFORCEMENT MAT IF APPLICABLE. 6" MIN. ENGINEERED SOIL I III III III -III =SEE NOTE BELOW l..JJT�,J . L 10" MIN. RLTER MEDIA: 18' MIN 3 PART CLEAN WASHED SAND TO 1 PART 318" GRAVEL 2' - 3/8' GRAVEL IMPERMEABLE 6" - 314" CRUSHED ROCK - FABRIC IF REQUIRED 24" MIN. BY SOILS ENGINEER. 4" PERFORA7ED SUBDRAIN PIPE SLOPE AT iX MIN. AND CONNECT TO ON -SITE PRIVATE DRAINACF SYSTEM STORM WATER TREATRENT DRAINAGE SWAlf Nrs A N07E. VEGETATED SWALES ON GRADES OF MORE THAN 2.5X MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 25X UNLESS 07HERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES DESCRIPRON APPROVED DALE BENCHMARK SHEET I -C 4/111 & ENCINITAS COJIRO STARON ENC -20. A 25' BRAS LOCATED ON THE SOUTHWEST CORNER OF A CONCRETE FOR RRE HYDRANT ON THE EAST SIDE OF RANCHO S ROAD AND 100 FEET SOUTH OF EL CAMINO DEL N DATUM.• NA W88 ELEVARON.• 120.564' - -- ENGINEERING, ON NOVEMBER 6, 1008 ` L PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WOIRK TO BE PERFORMED IN THE PUBLIC RIGHT -OI -WAY OF CIRCA DE BERRA. 9 SEE SHAT 3 OF 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRAC77CES \ 2 WALL ELEVA77ONS SHONN HEREON MAY VARY DURING CONSTRUCTON DUE TO EXIS71NO GRADES AND SOIL ENGINEER RECOMMENDAROIVS SOIL ENGINEER SHALL DETERMINE RNAL 10. ALL ROADWAYS SHALL BE A MINIMUM WIN NIDTH DURING CONSNUC77ON AND WALL FOORNG DEPTHS MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VfFI/= IN ACCORDANCE WITH THE UNIFORM ARE CODE AND CITY OF ENCINITAS FIRE DEPARTMENT 3 CONCRETE SIDEWALKS AND PA DOS SHALL NOT BE LESS THAN 5" P.C.C. OVER 4' CLEAN 11. ALL SIRUCIURE� EXISRNG OR FUTURE, HANNG ACCESS DIRECTLY FRAM THE 16' WIDE SAND OVER 12' IN MJOI TS A NARVf SUBGRADE SOIL, UNLESS DETERMINED CEERiNSE FRIVAIF ROAD SHALL BE PROTECTED BY AN AUTONA71C RRE SPRINKLING SYSTEM DESIGNED CO THE SOIL ENGINEER. J(XN75 AND REINFORCEMENT PER SOIL ENGINEER ENHANCE AND INSTALLED TO THE SA77SFACRON OF THE RRE DEPARTMENT CONCRETE PER ARCHITECT 4. A LOT BOOK PREPARED BY CALIFORNIA LOT BOOK, INC. AS REFERENCE N0. 1009139, 12. ALL THE MORK PROPOSED ON THIS PLAN IS ENRRELY WITHIN THE APPLICANT'S \ DATED SEPTEMBER 24, 2009 WAS PROVIDED BY IHE ONNER AND REVIEWED FOR ON -SITE PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPER77ES IS AN17C9PATED AS A RESULT EASEMENTS ENS17NG EASEMENT HAS BEEN REFERENCED AND PLOTTED HEREON. OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY RETD INSPECTOR, A NRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE 180' \ 5. THE NEW PERMEABLE PAVER DRIVEWAY CROSS- SECONN SHALL BE AS RECOMMENDED BY OBTAINED AND SUBMITTED 70 THE CITY PRIOR 10 START OF ANY SUCH #VRK. ANY THE SOIL ENGINEER, BASED ON R­ VALUE TESTS SEE DETAIL 'C' AND LETTER RILED, DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY 7HAT HAS NOT BEEN PREVIOUSLYz� 'PREUMINARY PAVEMENT SECDONS PROPOSED McLAUGHUN RESIDENCE; DATED OCTOBER 14, AU7HORIZED IN ORIRNG AND SUBMITTED TO THE CITY IS GROUNDS FOR A S70P -OWK 70 2013 BE ISSUED FOR 7HE PROTECT UN71L THE REQUIRED PERMISSION IS OBTAINED. \ 13 7HE SEWER LATERAL GRADE TO SERVE THE PROPOSED BUILDING SHALL BE RELD 6. FOR STORM WATER POLLUTION CONTROL BMPS ROOF DOM POU75 TO BE DISCHARGED CER71RED BY THE PROTECT SURVEYOR PRIOR TO B=TILL WHERE LESS THAN 1X SLOPE. INTO PLANTER AND LANDSCAPE AREAS PRIOR 70 COLECRON INTO THE PRIVATE STORM IN NO CASE SHAU THE SEl{fR LATERAL BE LESS THAN IX SLOPE. 0 10 20 40 EMRA ooG. t# 013 - (� I DRAIN SY57EV AND 70 THE SA RSFACRON OF THE CITY ENGINEER. WATER SHALL NOT BE CONCRE7E MASONRY RETAINING REto 20 E D 01V ALLOWED TO POND ON 97E AND DRAIN TOWARD BUILDING FOUNDABONS WALLS PER SDRSD C -4. ONE 36" HORIZONTAL ROW OPEN HEAD N OE 7. ALL ON -91E DRAINAGE SWALES AND BMP AREAS ARE PRIVATE AND SHALL BE JOINTS FOR DRAINAGE. \ DAYLIG MAINTAINED BY THE PROPERTY OWNER TG 144.0 7W 154.5 545 g 154.5 9 Ll ) IEm 143.5 9 FG 1585 157.1 N 05'49'30' F. 496.99' FG -154.0 151.5 FG 154.0 _ IEran 143.0 IEao FG 154:0 15 4 \ t4t4 FG 155.5 SCO HP 159.1 1 9: l /i 1 FG 160.fl 9 'mac (IL 146.00) ma o >. /i TW 160.5 �� �F 54,5 �� � - FG 159.0 g 1 �. ;;R01ECT EXISRNG FL 158.9 ��� �A �� < <�� 59 +� 5g. -" / - G 1560 °,.... C < <� << 157.3 ll .,1109 LF 4 0 0 °o SERVICE IN -PLACE 154.1 159.60 C `�� ��� �� �� < <C C �; _S NLW P VIOU�. 1 EWER LA1£RAL cfv �r7 I /l ,r _ / s' -, -'` + iX << <� �� ` < <, << C \ Fc tSDDD a 5 . C PAVER g AT 2X MIN. SLOPS` / - `. ^�1` ? 19 X60 1157.4 FRIIVEW9 ^�� 4 X16 < < - _ << ��. i �' FG 156.0 \ I 5a4 602 tic' _F ; . � �� < <�� Cl� - _ ' , i� Ji j � X 15,: lE 5 138.5 � ` 9 / 4 auu r r i l n ? 159.5 f h 0 7 U/T j X 164- SECOND L � I1. - � TRASH C - � r` lo 64. 42 21 MAX < \, 166 -- f AEW Gi1RAGECD 165.3 CLOSURE 164 �� FG>w 161.8 2ND FLOOR 68 FAG 159.¢0 , ROCK 15 hOCK� r"' 1X FLOOR t� „ 168 - -- GARAGE 158.7 168.26 � 1�, = _ 1W 171.5 2 - - . A, FG 63.4 9 I n 170 159.60 FG i 7� 157.911 17t.4017b5Q 171.18 1 -- FC 170.0 3 / ✓ �� r PIT \A� >� �t6 . 63.7 30' y .160.0 ,7q y_ . _ _m ._ DAYUGiT 167. l r #f 1 > ��k�'�z; - Sp 171.30 6 a LINE (TfP) ��- 167. 163.0. �� r'r� ?. F 7 -4 I£ SUB 168.36 C -� FG 11 X �I -� c ,�5�9� r1FR i7R17FWAy h((167.37 1655 I t ` 771. 7u ... FG1650 I i t ,;..4 107 \ -` hs 8 %.4 6 , " R01ECT EXISTING v�/1 / ! PROTECT EXISRNG o FG 176.0 IMPRON PCE vJ l __ ` P I \ 166 ri (165.15 G I rn f ! - PROPANE TANK AND 2 - , Q AC UNIT IN -PLACE TW 176.5 " ��) Aj�? OF 17.06 �� `, 17650 +� - A�� r le� FG 176.0 1` i 4� lit � 7 / 5 ti616 PROTECT EXISTING \ i 0 1 7. E, X 973, X � _ l RESIDENCE IN -PLACE �t ` �� / �=+ l J f/ { }f VVV qy sue- -� Y WA Y r J % / , i 511"1 POND x 1,'' ,, ��' , G '72..(4 C 756 7 77 g2 11 i.91 MAINTAIN EXISRNG IMPROVEMENTS IN ��E�HOIG \ 7 f� PROTECT EXIS NG� 1 l RIhwT O� WAY PER PERMANENT, PAVER DRIVEWAY I- f . '! / ENCROACHMENT PERMIT DOCUMENT ,' IN -PLACE I . a r) F � r) - r� +I7c_ NO.. 2013 en t 44°I DATED _A p 1\1 / J �f / J J - J fX,STrFVCf 17J 24 P>CG. 12 2013 i 112 I I i I / 1763 F �� \� Sr PAI h !)IQ,' 0 WAY / 70.25 VOID S EE �A ; v14; v y "Lol I F 17 F,6 t, �c��` " ' 29� s ;iti21 �oj5 38 o CONCRETE SET 114' BELOW TOP OF PAVERS AND C L JOINTS M 15 OC 1 -STONE PERMEABLE PAVER, _�• OR APPROVED DUAL. DE 1X MIN. SLOPE \ _ / I" PE�GRADEO S�ONEfPER AS" . WASHED REQUIREMENTS _ GRASSY SWA1E PER DETAIL A" PAVER AND BASE. TW 165.5 12" THICK MIN. CLASS ll AG 7E BASE FOR X DRIVEWAY SLOPE GREATER THAN �9) SEE NOTE 5. CONCRETE MASONRY RETAINING 6' CAL TRANS CLASS If PERMEABLE MA TO WALL PER SDRSD C -4. ONE BE USED "FOR DRIVEWAY LESS THAN 5$ HORIZONTAL ROW OPEN HEAD 1 MAX JONiS FOR DRAINAGE < "'. 3 1/8" 4.50 \ \ /�\ CONCRE7E MASONRY RETAINING 22 a $g °° MIN. WALL PER SDRSD C -3. ONE a ° 12" MIN. 6"x15" PCC FLUSH CURB HORIZONTAL ROW OPEN HEAD ALONG DRIVEWAY EDGE. JOINTS FOR DRAINAGE. 157.0 l _FFF 6' MIN. 95X COMPACTED SUBGRADE i I- 4" DIA. PERFORATED PVC Ib M /7S SUBDRAIN (SDR -- � AT RESIDENTIAL DRI VEWA Y NTH CONCRETE EDGES TYPICAL DRI WN Y CROSS SECTION k I N - To z EE BMPPROJECTSTATUS.• STANDARD z } z SCALE OL/VENHA /N MUNICIPAL WATER DISTRICT DESIGNED BY. DRAW V CHECIts ENGINEERING DEPARTMENTAPPROVALS C /TYOFENC /N /TAS- ENGINEERING SERVICES DEPARTMENT DRAWING NO. z _ PLANS PREPARED UNDER SUPERNSION OF RECOMMENDED: APP GRADING PLAN FOR: 0 c EL DA IF MASY NNPRUIM McLAUGHLIN GARAGE 10358 -G Q N 7' - 20 SCL- SH -Ef 64 1�p,� R.C.E. NO.: 44173 ENGINEERING BUC #VRKS DIRECTOR � SIGN DA IF MNCENT L SAMPO -� EXP, 6/30/15 12/1(/13 P/3 3133 CIRCA DE SIERRA ENGINEER OF MW DALE DATE CASF NQ- 0.Q-0R.9 MIN /CRP SHEET2OF3 -� r 11 It + ❑ VN \ IN ° N w0 CHANGE NO. KEY N07ES KEY N07ES CON1 D: CONSRUCHOV N00 B THE EXISBNG TOPOGRAPHY SHOW HEREON IS FROM A SURVEY PERFORMED BY SAMPO PR/VAiE CATCH BASIN KEY NOTES ENGINEERING, ON NOVEMBER 6, 2008 1@PROTECT EXISBNG PAVER DRIVEWAY IN -PLACE 11 APPROXIMATE LOCATION OF EXISTING SEWER LATERAL. PROTECT IN -PLACE t PRIOR 70 CONSIRUCRON, THE CONTRACTOR .MALL OBTAIN AN ENCROACHMENT PERMIT ELI 6" AREA DRAIN BY 'ADS' OR APPROVED EQUAL. TG 158.70, IE 157.7 15' TYP ) CONTRACTOR TO VERIFY LOCA BON PRIOR TO CONSRUCPON. FOR ANY WORK TO BE PERFORMED IN THE PUBLIC RIGHT OF-WAY OF CIRCA DE PERRA. 9• SEE SiEET 3 OF 3 FOR TEMPORARY EROSION CONiM MEASURES AND MIRUCR0V ( (2 ) REMOVE EXISBNG TREE. SALVAGE IF POSSIBLE. 12 12" WIDE TRENCH DRAIN BY NDS' OR APPROVED EQUAL 2 WALL ELEVARONS SHORN HEREON MAY VARY DURING COYSRUCRON DUE TO EXISBNG BEST MANAGEMENT PRACTICES E2 6" AREA DRAIN BY NDS' OR APPROVED EQUAL. TG 158.70, IF 157.7 PERMEABLE PAVERS AND p0% O3 PROTECT EXISBNG TREE IN -PLACE GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DETERMINE RNAL 10. ALL ROADWAYS SHALL BE A MINIMUM WIN MOTH DURING CONS7RUCTION AND © 6" AREA DRAIN BY NDS' OR APPROVSD EQUAL. TG 158.70, IE 157.5 SUBGRADE SECPON PE 0% 13 CONCRETE MASONRY RETAINING WALL PER SDRSD C -4 WALL FOORNG DEPTHS MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VEIHICME IN ACCORDANCE WT/ ME ®6" AREA DRAIN BY NDS' OR APPROVED EQUAL. TG 158.70, IE 157.5 DETAIL C' ® POINT OF CONNEC77ON BUILDING SEWER UNIFORM FlRE CODE AND CITY OF ENCINITAS FlRE DEPARTMENT 14 2' WIDE PCC BROW DITCH PER SDRSD D -75, TYPE B. 3 CONCRETE SIDEWALKS AND PATIOS SHALL NOT BE LESS THAN 5° P.CC OVER 4" CLEAN �� ° ........ 24" NVE GRASS -LINED SWALE PER DETAIL A' SAND OVER 12" OF RECOMPACTD NAPff SUBGRADE SOIL, UNLESS DETERMINED ORIERWSE 11. ALL STRUCIUWE EXISTING OR FUR/RE, HAVING ACCESS DIREC71Y FROM THE 16' RIDE PL .. ...... o 15 18" X 18" PCC CATCH BASIN WITH STEEL GRATE BY BROOKS OR APPROVED EQUAL BY THE SOIL ENGINEER JOINTS AND REINFORCEMENT PER SOIL ENGINEER. ENHANCE PRIVATE ROAD SHALL BE PROTECTED BY AN AUTOMARC FIRE SPRINKLING SYSTEM DESIGNED I a ° o © PROTECT EXISBNG ELECTRIC POST IN -PLACE CONCRETE PER ARCHITECT. AND INSTALLED TO THE SA17SFACRON Or THE FlRE DEPARTMENT. �53 39' S7' �� 3'4" D�i 16 12" X 12" PCC CATCH BASIN BY BROOKS OR APPROVED EQUAL caRacf 70DEMOLISH EXISBNG RAILROAD BE RETAINING WALL 4. A LOT BOOT( PREPARED BY CALIFORNIA LOT BOOK, INC. AS REFERENCE N0. 1009139, 12 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY RIDHIN DHE APPLICANTS CONCRETE MASONRY RETAINING TW 159.0 8o � 6" MyIN. - DATED SEPTEMBER 24, 2009 WAS PROWDED BY THE ORNER AND RE14EKO FOR ON -SITE PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPAiED AS A RESULT WALL PER SDRSD C -4. ONE 1 BENCHED SUBGRADE AS SOWN 17 3.5' WIDE PCC SIDEWALK PER CONSRUCBON NOTE NO. 3 HORIZONTAL ROW OPEN HEAD / - - - -B" ® 5' WIDE BY 10' LONG RIP -RAP ENERGY DISSPA TOR PER SDRSD D -40, O EASEMENTS EXISBNG EASEMENT HAS BEEN REFERENCED AND PLOTTED HEREON OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY REED INSPECTOR, A JaN15 FOR AINA( \\ \' _ UNLESS OTHERWISE NOTED TYPE 2. USE N0. 2 BACKING 12" THICK OVER 12" DG FlL MR BLANKET i8 6" PVC PRIVATE STORM DRAIN PIPE M 1% MIN. SLOPE IVN/17EN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OMNER MUST BE OBTAINED \ BY SOIL ENGINEER 5' -4 / 24 RKIf DRAINAGE O 5 THE NEW PERMEABLE PAVER DRIVEWAYCROSS - SECTOR SHALL BE AS RECOIIMENDEO AND SUBMITTED 10 DlE qTY PRIOR TO START OF ANY SUCH NYIRK ANY DlS1URBANCf ON /\ A. III -III 9 CONCRf1E MASONRY RETAINING WALL PER SDRSD C -4. ONE BY TIDE .SOIL ENGNEER, BASED ON R -VALUE TESTS AND LETTER TITED,'PRELIMINARY THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREWOUSLY AUTHORIZED IN IW T54.5 FG 154 aX \ \ / \S�Y� O HORIZONTAL ROW OPEN HEAD JOINTS FOR DRAINAGE 19 145 LF -4" DIA PVC SEWER LATERAL 0 2% MIN SLOPE PAVEMENT SECTORS PROPOSED McLAU(XILIN RESIDENCE DAZED OCTOBER 14, 2013 THE RRIRNG AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -IWMK TO BE ISSUED FOR / / �' 6" W9DE PCC' FLUSH CURB TO BE 3 MINIMUM PAVER CROSS SECTION SHALL BE AS SHORN IN DETAIL 'C' THE PROJECT UNTL THE REQUIRED PERMISSION IS OBTAINED. ( F6153.2 EMBEDDED INTO NAPVE SOIL 6" MIN O10 NO PARKING -FIRE LANE' SIGN PER CITY OF ENCINITAS FlRE @ 4" DIA PERFORATED SUBDRAIN PIPELSDR- 35)WiTH i FT EFT 3/4" BELOW NEW PERMEABLE PAVER BASE DEPARTMENT STANDARDS (3) TOTAL. GRAVfi WRAPPED IN MIRAFl 140�1L R FABRIC. 6. FOR STORM WATER POLLURON CONNOL BMPS ROOF DOWSPOU75 TO BE DISCHARGED RTIFlED B THE PROJECT URVfYOR PRIOR TO BACKF7LL RHERENLESS THAN 2Z SLOPE EXsnNC�� I - " INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLLECTION ENGINEER. INTO THE PRIVATE STORM PERMEABLE PAVER WITH BENCHED SUBGRADE 21 PERMEABLE PAVER DRIVEWAY ECO- STONE" BY UNI -GROUP USA OR APPROVED IN NO CASE SHALL THE SEMER LATERAL BE LESS THAN IX SLOff DRAIN SYSTEM AND TO THE AND DRAIN T W< THE CITY ENGINEER. WATER STALL NOT Bf 7 MM --i' EQUAL PER DETAIL C: WHERE DRIVEWAY SLOPES EXCEED 5 %PAVER SUBGRADE ALLOWED TO POND ON S1E AND DRAIN TOWARD BUILDING FOUNDATIONS I \ SHALL BE BENCHED PER DETAIL F" 1 7. ALL ON-517E DRAINAGE SWALES AND BMP AREAS ARE PRIVATE AND SHALL BE M -YARD CROSS SECII(�VV n N 1 I \ ! P-/ 22 15' X T RIO- INFlLPIABON BASIN W11H 6" WiDE PCC CUTOFF WALL EMBEDDED 12" MAINTAINED BY THE PROPERTY ORNER 1 r4Li =/% s ' �' F!'IC MIN INTO ENGINEERED SOIL AROUND BASIN PERIMETER PER DETAIL D" NTS IE 1556 DAYLIGHT "4 cx TW 154.5 154.5 TW 154.5 LINE (TIP) % a IESUB 156.2 o X -- r p -a C `r -` _ N 0549'30" E 49699' _ _ FG 154.0 - FL 1585 HP G 15L5 FG 154.0 FG 158.1 - 1 F- --� _.- �� LL I� `3 j � � o � ' it j � � / �' } �!' TW 15� - - -� It u.TW 16DD \ \. / J I °I i it 7,E_ t / / 'r- 15 FG154.0 4 1 1�'F1157.5Oro SfJ FG158.59 \ I I I c I / S y % _ S15B tc 0' 8 FL 154.7 5 y TW 157.0 SEWER P1JL i L u it 3 ue� sue ue sum FG 158 156 IE 146.00) ss s;:.. s sss s s s Fps h / / 1 ;% �,.,,. rl = Sgt.- 6 "I :, d - �. o�. PROTECT EXiSPNG yam' 4vA0' ✓ 156 U,' o -o \ / / / 15940 -_1 9.001' - 0,�:1 D lEa 1 B oa"o '. WAiER MEiER AND , FG 155.5 SER 1N -PLACE ViLY I 1 - j ' r; �E E V1tN/S r I ;' 1l E1�PERG1 0' r F �',.; VIEW Oi9/Ii9 1 8. 2 -- r - \ ti. B TG 158.0 _ %P 9 _PRIVEWAY' - r u \ I PAD 4+��: 7G 15847 Q _ e µ .uzl _ �1:a � 4 SCO lry � � `�15B.i.1,� �1,D�880 -��_ F,.. lF Ea�iSi. � �`� ; -fir � rI _ 1 / - 'b_G.2 . G _ _ 7W 159.00, 2 n 3 if 136.9D ­K 3 54.3 ati. 7 158.4 z _ FG 158.3 G 59.5 - ` - FG 153.7 i F c%. �> I U - 4 FS 159. y 6 J �, Td 15 B \ a � `� 1 .0 i TG 1 B.� 158.3 � ' 9.5 1M 151.0 tpCtlr � _� � !. j� 0 � 13.7 -�.� :; __. 158 4 161bof' 1f.1 k -- - TRH ° t r - -164- if i 15 ', �s k. _ -- 1 FS 67 TW 166.3 y \ o # I _� -,- r�>->• X o4. SUB HP i -� _ B I ' / i / { \ I /t ' j / ! �' ,., /� _/7 i i K Lr~_f- _. -�..�- _ {l.._ _y ' f ix -i' 166- 5 - - -, FS 158.92 I sUe 158 ! 21 MAX - n s I j / \ 1 / 1 , ROCK FG 1 8.8 1 IE� P - 57.5 s 1 J 7 !F.'.7li rt, I ( t /' / it -dOCY. vv -- 18�_.__- BEGIN BROW 15.20. R 1 /' i Y„ „t -- y 157.70 164. l r� / L��T 1620 HP FG 1 O FS 158.92 g 150 r 11 ^; , , 11'•� (' l :T _ FL 163.0 170 TG 1593 ? n \ �� - i72-- - - - ---- HP ��r" I .< / f I I, / rr y D' I I TW 16J.4 i , s I i.: - 160.0!, ; % I I �i 1 J f i ! /.; i / ✓,,, 5'c� i h a 74 �C ?- b i I 1 / l .6. n. SNOOD _ ,1 1 - 's \ /J7L 16.85 1. t_ s �'�j't- �,-_ � \ \ / ----I .0 ,.,, . `4 a DA (TIP) i6 . P F ;hl ! PH,_ - tt btu FG 16 0 ' - 1 168.36 2 5 P tU'� i✓ � ,r ,tr .r�.. ? �u(,IA,7j �� ;,, .,7 ,�, : ^1t; Y 167.37 FG 163.0 ", ' rPO A t. �� p` � t , :: r i 9 I � - , + �`�-- _ �rs,..t -�- ( � L I 0.i Ai f '� ! ; I f ! .� y nF4` .,.- ."".. -� t. A' t i. .(730, f / / / I x y! r� 1717)- n`t /14 •< �� 5 30' C, "�tV S; 1c I I � ' / 1' / I / ,T i l/� l t r r r r ! % �� % <� ;V J, Ir'd ., 1t,• °rJfF .tr ��i f%i F �� .� `v� � T -, '1 __ i c r l _ V R _ _ lr --"-4 616 7/4 G _-� n Fi �� X / >, - , �' .';,tt„ I , I \t$y 1 1 /% J 7 / / t'I l 1 ! l l I y J,% / l / l , 1/ / 1 i J �t / f / f 1 '� i t \1�:•- _.--" ;( i irr (',r*/ r,.. ; ..M �Y� i i J I / i i ' l lgffr ' �v �f' i.?,?..iJ 1k' 15,�,* / 1 r g 1 /' 1 r { d k J., fill 5611 - ,1yi 3"l-,"o! - l(� MAINTAIN EXISBNG IMPROVEMENTS l I l Il ; �' I J _s PROTECT fXiS N� C J ' PAVER DRIVEWAY r- I > < . -> / j I I 1 i t i „ ' t; \11y` 4: IN RIGHT-OF-AA Y PER PERMANENT / 1rJ j I J J IN -PLACE 1 1 J I i p I _ ENCROACHMENT PERMIT DOCUMENT (\ I I V 2 250-16 N0. 2013-0718449 DAZED °T t, r DE(XMBfR 1. - ✓ 2 l / l fXISPNG EASEMENT GRANTED TO EDWARD M. j j I / A 1� ;�72. EALRF a r� MAP a 0 STRINGER AND JACK HOFFELDER FOR l ;! 1 15 5 1 \ , I ( I t INSTALLA77ON AND MAINTENANCE OF UNDERGROUND TELEVISION CABLE RECORDED �,, JUNE 10, 1975 AS FILE N0. 75- 144073, OF O.R. I �r i l X 1'' � � � � 't �:..- If ill l / O•/ tl' i �( i I 1 i ? 7 I ?I ! I j I I '� .,4 v �JYT, --..'" /.., \ l 11 r-- I_ oQ &5 i t 't 7o- f76.. k r ' I If 15Q 7c� 1 " =20' 76 SYSB 0 10 20 40 \ j `r , ' ti r w 29010 24" MIN GRASS OR TURF 4" KEY ANCHORS (TiP.) LINED SWALE FOR ANCHOR / 2 1 MAX. \ ? 6" MIN. t I - i- III �- Ii, III -ill =1� II. I Iii �i1 it -- I -- 60X16" G DRI fDt - I NOTE: 1. FOR GRASS OR TURF OPPON, INSTALL LANDLOK NM 450 TURF REINFORCEMENT MAT WHERE GRADE EXCEEDS 5%, AND PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL TYPICAL GRASS -LINED DRAINAGE SWALE NTS A MICA DESCRIPPON APPROVED DALE BENCHMARK L?T}1�S SNrf-1,Rr.-joLecr_5SHT2 1 M. M I 617 J1 ENCINITAS CONTROL STAPON ENC -20. A 25" BRASS DIS LOCATED ON THE SOUTHWEST CORNER OF A CONCRETE PEDI FOR FIRE HYDRANT ON THE EAST SIDE OF RANCHO SANTA ROAD AND 100 FEET SOUTH OF EL CAMINO DEL NORSE DATUM NA W88 ELEVAPON• 120.564' ti a - 24" WiDE DRAINAGE SWALE PAVER AND BASE. PER DETAIL "A" /T SEE NOTE 5. .I 4" DIA. PERFORATED PVC _ SUBDRAIN (SDR -35) AT 1% MINN. SLOPE ,r_?, 08'58 DEEP ROOTED, DENSE DROUGHT OLERANT PLANPNG .SUITABLE I FOR WELL DRAINED SOIL - -I ( 2" HARDWOOD MULCH IN / I l III =I 1 6"X28" PCC FLUSH CURB OR DEEPENED G -1 CURB =III = (( OBBLE RIP -RAP TW 154.7 AT PAYER PERIMETER AND EVERY 15' ON DRIVEWAJ AWL 154.5 r UNI ECO -STONE PAVER 3 1/8 "-(80 MMj -WITH /" - I = y FG 153.7 10" I I =� LONGITUDINAL VOID. PROW, 1 MIN L W I f7 ll/AL 8.0' MAX (- - 6" PCC CUTOFF WALL CONSTRUCTED TO SLOPE. CONSTRUCT PER MANUFACTURES SPECIFICA PONS. I I I I -I i _ _ 1- 12" MIN EMBEDMENT INTO ENGINEERED SOIL - / BEDDING COURSE - 2' THICK OF I -III III III IiII III III I �' 53 �/ 2" TO 3/8" (NO. 8) AGGREGATE 18" MIN. ENGINEERED SOIL CONCRETE MASONRY RETAINING CHOKER COURSE - 4" THICK OF III -III -III III I I III -III I _ -1 *SEE NOTE BELOW WALL PER SDRSD C -4. ONE 3/8" TO 1/2" (NO. 57) CRUSHED ROCK II COVER HORIZONTAL ROW OPEN HEAD 6" VOID RILER - 118" TO 318' (N0. 8) 6" MIN 5' 4" OVER PIPE JGANTS FOR DRAINAGE �AGI>REGAIE IN VOIDS y ** SEE NOTE BELOW I L ..III . a a a a a a IF aDr 151.3 MAX 4.50' a 2° 3 1 18" I_ - _ SUBDRAIN PIPES TO CONCRETE MASONRY RETAINING ^.. o I III - 11- - WALL PER SDRSD C -4. ONE I ° T 15118' _ " ' " "' STORMDRAIN SYSTEM HORIZONTAL ROW OPEN HEAD SOIL ENGINEER TO 2' OF 3 /B' GRAVEL 3 4' CRUSHED MIN. DETERMINE BOTTOM l7F OCK BTM 15LO JOINTS FOR DRAINAGE. 28° o 6' o WALL ELEVAPON PER _ / 4" 4 PERFORATED D FG 157.0 cQo �Qo FIELD LEST pVC PIPE (STIR -35) *BIORETENPON 'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 18 °DEEP SANDY L DAM "SOIL MIX W11H I �90E I 90% COMPACTED SUBGRADE NO MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 50-607 SAND, 20 -30% COMPOST OR �� 6 °MIN HAR�DWOCORD�gMHUfL�CH, pA�N�D�g20y�- R30S %HgT�OLPSBOIIL. �/y ° • I7' MIN. I MIN. 6" RUSHED ROCK TH3£ INFILTRATION AND STORAGE ABILITY L4 1H ?BASNF 6" BUT MAY BE DEEPENED TO INCREASE DRI VEWA Y CROSS SEC 710N RESIDEN77AL DRI VEWA Y NTH CONCRETE EDGES THE EFFECPVE AREA OF LC BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS MANUAL TONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENPON BASIN Z � � F{ , IS 4Z OF 7H US AREA IS 4 %OF THE IMPERWOUS AREA DRAINING TOIL DRAINING w 0 1" = 5'`�� NTS BMPPROJECT STATUS.' STANDARD z SCALE OLIVENHA/NMUNICIPAL WATER DISTRICT DESIGNED BY DRAWN BY 1 CHECKED BY. ENGINEERING DEPARTMENT APPROVALS C /TYOFENC /N /TAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO. C7 z VLS AO VLS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR. a o L DATE : 611 AG _/11-1 MCLAUGHUN GARAGE 10358-6 1' - 20 SEC- War � , /__ _�o� � t R.C.E- NO.: 44173 MASIH MAHER Tv✓ GLENN PRUIM ENGLNEERING/PUBLTC NNWS DIRECTOR (oI z 6 3133 CIRCA DE TIERRA 2 SIGN DATE VINCENT L. SAMPO ENGINEER OF WORK E,�. 6,3Q,,7 DATE r DATE CASE NO: 09 -069 MIN CDP - SHEETIA OF3 a NFw sHE&-r 1`_-20' 'r7 1' I ` 7 I • 0 10 20 40 I IM�J /If/A IMF I mmmmm DETAIL ;' t 01PORARY SILT FENCE STTPUCRQV ENTRANCE LAST1 AM AM DETAIL PER DET& WAND OW FF OW STANDARD SE-14 TYP. 1r M CA PER DETAK r AND STANDARD 7C-1 TYPE 2 CANCR` STANDARD VA 4 CASQA DETAK SE-1 g } t s a! FOR r V` OPEN (' A 1 x - T,; . F ti, TW 154-1 1:� nRnt ql I O .'�..- n N D54930 F. 49699 C 154.0 _ _ 149.y ; �/ 8 t ;.� ` / % /'474�a! i'.... \ \ ��JJ // A. r � } � ( � ."-'_r /+ i � / ,' LAX _ _ � _ }^:` '` _ -- � -__ .`� `._ «`�' -Eii - / i+p`"• 7%� r 11 11 C i - - r N v v X 1577 _ v, d ry � � � i ?1•_�_. .! r r / '.+ i -� r� t _,,., - -� ,�.. =`,_ . -_ _. � � - � � - _ __ TRAIL �� =_ _ L.+tiY$_1.79 , ! �` ,.,�'` r 7/ .. l �� /tG i6u.f�.."n t� 6c - {.._..., srs >� �- -it -..a f - i J -} _ -. J - V t n ,''? c� f /' � N ,fi.✓ l /f �� __- � G ; 59 �9� lW i5b ., , r_ PROTECT EXIS; v` i5b.rC �, °owo°o �JNA METER AN F .5 6�#. `a _ _ ,,, 5 SERVI t tiv PtACF. g 154.1 9.6 X,' I 38J b� cl ,�' / ( 6 iJ `\ ,i f \ '-�•,i / r } r+ 1 �' ?'; -_ , _ _ _ -_ / 1 '` N PATER y - a, t ' \ . 02 1 f . CRiVFW. TREE } x, Q ED2 - - - ��RfN. ; ?' c r 0 l �� / �� - F _i 1. 18 r - _ { �D Ti` i � � fW 1645 � _ - ( 9� / :T, z ;, ;` '�.. 1 • 56L ! � ' ,rt. a 00 - _'r"�' =_ '�'� y�}� '595 .,, l � � _ �- ��--�- 1 -. 515 ,, 164 P-�i_.� -�U h '�yrr_',A� 1 1 FRUIT I SECfi,ND 9 5, t .' � o } �r cc � !W 66.5 / 1 J' l �ti� \ / T,REc X64.3 �' "�� R, - 4. %; rinrrcr! c� \ !s 4n_._. 7 / / C / 166 �� P Afr7 Of v _ TW 1or.� -vj I 33:3 ! / / .� 1r %3 / `- ,'_ --T RUCK _�_ '.._._ ?_ _NEYvARA G 1575�'� "V B _ - CAR �0., ..1.66 l 1 ( r / '� 'I % J % ✓ `w -�. Et !� '___ rAR i(. PAG 1511 - 6G",%6_ -` . 5 93 ' % Ip I I I % A i ( / 1 J / „q �, i b X . 6 .8 6 -Ts 0.5 _ 4 / ✓, Ar ,iii ,t+y "; , ':1 -�``- t 170�`� IF l!D t 'klr_•„ Ter'.. ',i _ten 7 ✓4�' �. ri.= T, l0, /✓ �L�,- �. >UI(� / 10 u 177 1.579 30' - ' % ( 1�' XT - -` h 74 \ -� .., /.., 7W i6J.7 ji 57 1 /G. �E1 h�6�_.yYDv ^D FENC -171 i \\ 7 3 a 1y `7600 �0�&L� ` 1 -- v PAL VMEL 170.5 SUb _ PEDFC7:41_ TREES ! I X ,75., ' a?„� u� Ga, �r1630 � �__ I " i IENIPIaRARY SILT FENCE O G 76 I /- - . q 0A'AL�F' � l �r % / � � � � ,. � � .�`r� i��CP T:�,f 17 � �' PER DETAK �' AND � k ' °��; �� �� �6 ., . � �6- _L J / v �; A �,+ 4�c�• CASOADETAK SE-1 .C' I,r �,� �i �l; 6g' J(16� = zG,.a3. PD r AD � / t i 15 S. -IL i1.7K ,W 165.5 - 1 ;7r r IEIIPARARY GRAVELXPv^ o_ AC . v o BAGS OAL ROW 1MIi n -- \ l ! ( I I 7 / ! �' x v UNIT i , / r n y _ .Br,} BAGS HIGH STAGGRED ,24 y- r /' !j ri i J }� /. _ O i \tji(�2 /%4. iiI R(Jlf.�l E11,111�( __ WALL PROTECT EXISTING = TW 170 1MPROlEd9Ehr \ �z I 76 0 N Ft ,,,t A v PAC u ��. 161 ; + AtM J n ,.. �e6 `? p PROPANE TANK AND 2 AC UNIT IN -PLACE �6 r - 1 j 4� ��� �f TREE ��.77WW tt ` S.aU C N5RE6 206 17.f6 - 30' FF " 17.0 Z_� STEPS �I T4 I / /� / l✓ ( / / I / l �� % / a X 17616 176.50 PROTECT EYrSRNC �l �\ {/, o{ r 1 +74/9 + , 'I!�Ei X 17x%7 X 17\T4 b ��� REE'DSNGEbit ,'IACE G✓ I F���_� _ � C \� � R DRIAEWAY F! 1.8.35 X 75y.? 0L POND 1 �4 � � � t i _ PJB 1T6.511 / 6 1758 5.0� / k \ 77t 91 MAINTAIN EXISTING IMPROVEMENTS IN I / r,�P� u , 1234 0 6C.25� X 9 7,.9 ?} PR TECT EXIS /1N11� 1 1 / "�' i J RIGHT -OF WAY PER PERMANENT , PAVER DRlVE'WAY 1"- `t / I l 1 / ENCROACHMENT PERMIT DOCUMENT / / I % 176, a �� r ' /� s (' W;k0 / IN -PLACE l i.� 1� ���� J -� J J xr�rNC ,75.24 2013 ;oRA C- RfS1D6tiCE \ FN RY l ! EXISRNG EASEMENT GRANTED TO EDWARD M. ( J i ) I _ 2 f FEAiJRE STRINGER AND JACK HOFTELDER FOR I X 17,1 2 INSTALLADON AND MAINTENANCE OF ) 1 J J ! / l UNDERGROUND TELEVISION CABLE RECORDED I i SPA R / JUNE 10, 1975 AS RLE NO. 75- 144073, OF O.R. l ! X 176,1 f / 110 L SET POlSM AND EXCA VA 7E A 2 STAPLE TD \ X06 N 6G � y. � N i i TUB v � >r q 4 BY 4 IN 10 BY 10 CM �S / v s I iy sz EPEE 2 A n vs, uEw r / TROVpI uPawE FRL>w AND r h` /e ° 6 5 T ALONG THE LINE OF POSTS n t <CH J t7.62R1�S I rl �. IV�. 9��C/,9TEM _ LiPU51ED AMW 1E s o t ( � W 2g0.00 / ��- GMEARR THAN 3'I EMIT I �,24 SNWIER RYAN 6'I N 16`T4�� X i} 161\4 - r U C �- 12'N/It 117IRFABtlPIC �- 4 IN (10 Of) --L SEC114Il A -A t` .`\ 776. / I ATTACH THE FKIER FARWC 70 4. BApfFlLL AND G1�IIPACT 1H NOM THE NNPE FENCE AND EXTEND IT EXCAVAIED SOL SAW � INTO 77 MM. 20)? 1017 Al SEDNKIVT IRAPW LENY,E _ iM I II I I M ALCEV"MIE 14- NNTE *) NEAP WOW SEE CALFQm SRN0IRNITER QUAUIY III I� ANRWAIED FQR DRANIAGE OVETBROW ASS M WN (GISOA) STAAOAID DNG Na 4 PIC PFE FW LNZIN6IGE SEE LTAlFl1RNMA STLMM JER QUAL17Y NN9d<AEiESSARY SE-4 FW ALYNOK K AF= 714V M10 MIG OV MD LNM'W ASSOGIAAGII CM STAN7AID DNG. Na --'� c 2 BAGS NO (1?P)� 1 SE-10 � AD017101 C AFOSM WN S� PANELS A 25' SEE CALFaM SIONNAIER QVAUIY ASA7TJAIKNV (CASQA) STAN7AIN1 DNG Na NMTLM/ ENiS11VG [iR/1OE 1C-1 FIR AD6Y1/ K NA`M WN TYPICAL STABILIZED CONSTRUCTION ENTRANCE n NO SCALE CHANGE N0. DESCRIP77ON APPROVED DATE ' \ 1100 FAW C GRAla BAGS DA fr u n p VN IUwU t1 , ct iGI, / 164 7? 1 A ,FL 1 &4.07 � NOTE: L ALMNHIE SIT FEMLE CMIRLICIKMI MAYBE USED SEE CALFABM'A STMNYWATER QUALITY i FFAPSrArPieolrn�BY BMa�EER OF NaarAND '' 'I F(Aan'omavu"w xw W46178 STAGGIIN<D (ff..) NDIEN FA61'dIC GRAYf M ♦ U TYPICAL VELOCITY CHECK DAM S E TYPICAL INLET PROTECTION TYPICAL NO SW TYPICAL SILT FENCE n z z SCALE o 40 W W F BMP PROJECT STATUS.' STANDARD W } Z CITY OFENC/ N/ TAS- ENGINEERING SER VICES DEPARTMENT DRAWING NO. z CONTROL PLAN FOR: MCLAUGHUN GARAGE 10358 -G 3133 CIRCA DE TIERRA U) I 09 -069 MIN /CDP SHEET30F3 0- BENCHMARK SCALE OL /VENHA /NMUN /C /PAL WATERD /STR /CT DESIGNED BY. i DRAW Br. I CNECKED Br. ENG /NEER /NGDEPARTMENTAPPROVALS J00 I AU I �S PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP ENCINITAS CON)ROL STARON ENC -20. A 25' BRASS DISI! LOCATED ON THE SOUTHNEST CORNER OF A CONCRETE PEDESTAL NIT M FOR RRE HYDRANT ON THE EAST _90f OF RANCHO SANTA FE I- = 20 DA I£ : LO 13 N UlM ROAD AND 100 FEET SOUTH OF EL CAMINO DEL NORTE I L-. z �_� R.C.E. NO.: 44173 ENGINEERING UBLI NDRKS DIRECTOR DATUM.• NAWM ELEVABON.• 120.564' , S14CaT NN TL SAMPO EXP. 6 30/15 IL[ II 3 = SIGN DA 1E ENGINE& OF *MK DALE DATE F BMP PROJECT STATUS.' STANDARD W } Z CITY OFENC/ N/ TAS- ENGINEERING SER VICES DEPARTMENT DRAWING NO. z CONTROL PLAN FOR: MCLAUGHUN GARAGE 10358 -G 3133 CIRCA DE TIERRA U) I 09 -069 MIN /CDP SHEET30F3 0-