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2014-12097 G (Plans)RIGHTOFWAYNOTE EROSION CONTROL STORMWA TER POLL UTIONCONTROL BMPNO TES RELAT IVETO CONSTRUCTION ACTNl11ES OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM 1HE ENGINEERING DEPARTMENT AT LEAST 46 HOURS PRIOR TO WORKING IN THE PUBLIC i. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT (ERRY HENRY AT (949) 981 -625$ 24 HOURS A DAY. CONCRETE WASHOUT RIGHT OF WAY. FAILURE TO DO SO NIL RESULT IN ISSUANCE OF A STOP WORK NOBLE AND DOUBLE PERMIT FEES IT iS THE RESPONSIBILITY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATEL Y SIZED CONCRETE OF THE OIWNER 70 KNOW WHERE HIS/HER PROPERTY LINE IS 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OC70BER 1 70 APRIL WA91OUT AREA TO CONTAIN WASHOUT WASTES ON GTE. IT IS ILLEGAL TO WA91 CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER i AT CONVENIENT LOCATIONS TO FACIUM IF RRARD CMSTRIlCTIOI INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECENNNG WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. DRAINAGENOTE DOFF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT CONSTRUC71ONSITEACCESS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFTED WTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SIZE ACCESS SHALL BE PRONDED FOR VEHIdES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF 91E. THIS MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONWO TO AN APPROVED DRAINAGE FACUTY. -91ALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROC( AND /OR CORRUGATED STEEL PANELS/PLA TES. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CDNTRlK- DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER UTILITYNOTE EACH RUN =OFF PRODUCING RAINFALL, CONSTRUC71ON VEHICLES A SPEaRC AREA AWAY fROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUEUNC ALL UTILITIES SERVNG THIS 91E SHALL BE INSTALLED UNDERGROUND. 5 THE CONTRACTOR SHALL INSTALL ADD117ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENONEER DUE TO AN AND RQUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF - -STIES INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ANKH MAY ARISE. GENERAL NOTES EROSIONCONTROL 6. 7HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREW JVT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ER09ON MUST BE PROl4DED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY 1: ALL NORK SHALL BE DONE IN ACCORDANCE WiTH THESE PLANS THE STANDARD SPECIRCATOIS FOR PUBLIC WORKS CONSTRUCTION, THE INSTALLING EROSION RESISTANT SURFACES SUCH AS ER090N CONTROL MA 7S ADEQUAiF GROUND COVER VEGETATION, AND BONDED RBER DESIGN CONSTRUCRON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANNGS ANY CHANGES OR 7 ALL ER09ON CONTROL MEASURES FRONDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. MATRIX. REM&ONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION NO EXCAVATION AND GRADING ACTIVTIES ARE ALLONED DURING NET REAMER. 2. THE SOILS REPORT TIRED 'GEOTECHNICAL INWS17GAPON PROPOSED 9NGLE FAMILY RESIDENCE AND ADDITIONS 442 ORPHEUS AVENUE B GRADED AREAS AROUND THE PRO ECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONOLU.OV OR EACH MDRK DAY. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS �N A CALIFORNIA" LL�G DN� AL CALIFORNIA N AND TESTING. ENR C M APRIL 201 A � LL BE 9 EKED iNP SAID OF 9 ML REMOVABLE PR07ECPW DEWCES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE RW (5) DAY RAIN AGAINST EROSION U9NG PERMANENT AND TEMPORARY ER09ON CONTROL MEASURES REPORTS: IS &RA PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL REMOVE EXISTING W &EM PON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PRO,EC75 -HALL BE CONDUCTED IN PHASES 70 AVOID UNNECESSARY 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-RAY OR EASEMENTS SHALL BE REQUIRED IN H)WOSO MDIES REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE EROSION CONJUNCTION NTH IMPROVEMENT PLANS NLORRE SEED MIX /3 OR APPROVED EQUAL TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL 4. WRITTEN PERMISSION -HALL BE OBTAINED FOR ANY OTSTTE GRADING. 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PR07ECT ADJACENT PROPERRES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED 91ALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR 70 GRADING. 6. THE DEVELOPER 9fALL BE RESPONSIBLE NA ANY MONUMENT OR BENCH MARK W11CH IS DISTURBED OR DESTROYED -HALL BE RE- ESTABUSHEO AND REPLACED BY A R55157ERS9 CIVIL ENGINEER OR A LICENSED LAND SURVEYOR CONFORM��70 ALL OC D )f AND DUST L SAFETTY AND HEALTH SAFE OAROLAWSSUAND R56UULLAA7706 SHALL BE RE9PON -TILE FOR & GRADING AND EQUIPMENT OPERATING NIHIN DIVE- HALF__(1 /2) MILE OF A STRUCTURE` FOR HUMAN /OCCU/ PANCY . WALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR try SATURDAYS SUNDAYS AND CITY RECOGNIZED HOUDAYS 9. NO GRADING OPERATIONS 91ALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ON-91T' NiTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CTRL ENGINEER SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING -WALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRiOR TO HAULING DIRT OR CONSTRUCTION MA71 RIALS TO ANY PROPOSED CONSTRUCTION SITE NTHIN THIS PROJECT THE DEVELOPER -TALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER &HALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY NPOSE NTH REGARDS 10 THE HAULING OPERATION. 11. UPON FlNAL COMPLETION OF THE NVRK UNDER THE GRADING PERMIT, BUT PRIOR 70 FlNAL GRADING APPROVAL AND FlNAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFlCAPON' SHALL BE PROPOED STATING• 'THE GRADING UNDER PERMIT N0. 12097 -G AS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN DN THE ATTACHED AS- GRADED PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DA 7E AND SIGNATURE OF THE OWL ENGINEER WO CERRRES SUCH GRADING OPERATION. ARE ACCEPTABLE FOR 14. ALL AREAS TO BE FILLED -HALL BE PREPARED 70 BE RILED AND FlLL SHALL BE PLACED IN ACCORDANCE NTH STANDARD 9PECIRCATION ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL -HALL BE REMOVED BY THE CONIRAC70R FROM THE SURFACE UPON #11CH THE FlLL IS 70 BE PLACED. UNSUITABLE SOIL 21OULD BE REMOVED AS RECOMMENDED IN 771E SOILS REPORT. THE EXPOSED SOILS SHALL BE SCARIFED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT.HALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE SPREAD, WATER AND COMPACT THE FlLL IN STRICT ACCORDANCE NTH SPECIRCA71ONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 RNI-H GRADE 70 PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECDON. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WL1RK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL S70NE ROOTS AND V NER WASTE MATTER EXPOSED OR EXCA VA TI OR ON EMBANKMENT SLOPES WHICH ARE LIABLE 70 BECOME LOOSENED WALL BE ROVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH IHE GRADING ORDINANCE. 16. ALL TREES BRU-H GRASS AND OTHER OBJECTIOVABLE MATERIAL .WALL BE COLLECTED, PILED OR OTHERINSE DISPOSED OF OF THE &7E BY THE CONTRACTOR S`0 AS X100 LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NET AND RNIS HED APPEARANCE FREE FROM UN-90111Y DEBRIS APPROVAL OF LOCATION OF DEBRIS FlLL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PR /OR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED NTIHWN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WINN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CCNSIRUC77ON UNLESS SPECFlCALL Y APPROVED OIHERNSE NO GRADING EXCAVARON, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS STALL OCCUR NiHHN THE CITY TREE DRIP LINE AREA THE AREA fROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PRO,ECRON ON THE GROUND)._ IF A CITY iREf lS NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTEC70 IN PLACE £WEN IF APPROVED IMPROVEMENTS ARE IN FUCT NTH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVSED TO ADDRESS THE TREE REMOVAL L THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURE. 9HONN ON THESE PLANS WERE OBTAINED BY A SEARCH O AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING TIUTIES EXCEPT AS SWORN ON THESE PLANS, HOWEVER.• THE CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES TO PR,'UTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE RORK 97F. IT iS THE CONTRACTOR'S RESPON98XITY 70 CONTACT THE o LLOWNG OWNERS OF SAID UTIURES OR STRUC711RES PRIOR 70 ANY EXCAVATION, FAR VERIRCATION AND LOCATION OF UTILITIES AND N07IFlCA70 OF COMMENCEMENT OF NORK.- A. SEMS - LEUCADIA WASIEWATER DISTRICT (760)- 753 -0155 B. GAS & ELECTRIC - SDIE - 760 - 438 -6200 C. WATER - SAN DIEGUITO WA STRICT -i- 760 -633 -2709 D. TELEPHONE - SBC BELL - (760JJ- 489 -3411 E. CABLE N - COX CLMIMUNICAA .S- (760) - 806 -9809 X -12JJ 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFlCE 48 HOURS PRIOR 70 BEGINNING ANY WORK ON THIS PROJECT PHONE. (760) -633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE.' (760) - 633 -2770. ALL WORK PERFORMED WTHOUT BENEAT OF INSPECTION WLL BE SU&ECT TO REUC77ON AND REMOVAL. SAN DIEGUiTO WATER DISTRICT NOTES: t WATER MAINS LA TERALS AND APPURiDVANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIRCA TONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 RENEW OF THIS PLAN BY SAN 01£0/710 WATER DISTRICT DOES NOT CONS77711iE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION CIE OR THE EXISTENCE OR NON- EXISTENLE OF ANY UNDEROROUND UTILITY, PIPE OR STRUCTURE NIHIN THE LIMI7S OF THIS PROJECT 3. ALL EXISTING FACILITIES WHICH MAY AFFECT FlNAL DE9G1V. I.E. LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FEW 01RED.. ALL LAS NO OR PROPOSED UTILITY OROSSYNG WITHIN fl FEET f PROPOSED WRIER MAINS SHALL BE -TOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEVER TO CROSS UNDER WATER MAINS UNLESS OVEN NRITiEN PERMIS &ON BY SAN DIE0A70 WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADXST TO GRADE ANY EXISTING WATER FACILITY (FlRE HYDRANT METERS VALVES VALVE BOXES ETC.) WHICH IS AfTECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FAdURES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE 5. U17LIRES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WiEN PARALLELING WRIER SERMCES 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETRtEN FlRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERMCfS TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF 771E PARCEL THEY ARE SERVING & CALIFORNIA STATE LA W ASSEMBLY BILL AB -1953 IS REQUIRING 7HAT NO -LEAD BRASS BE USED IN 7HE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS 70 BE NO -LEAD BRASS PARTS i. THIS MIXNRE CONTAINS FAST ESTABUSHING, ON ROAD -DES GROWS UP TO 16 INCHES HIGH SPRING COLD. QUICK ESTABU91ING. RESEEDS COLOR AS YELL AS SOIL BINDING PROPERTIES 2 RECOMMENDED SEEDING RATE FOR THIS MIXTURE IS 10 POUNDS PER ACRE OR 4 OUNCES PER 1,000 SQUARE FEET. 3 FOR NATURAL AREAS NIHOUT IRRIGATION, SEED WRING FALL AND NNTER IN ADVANCE OF RAINS CAN BE ESTABLISHED ANYTIME OF THE YEAR N11HLi fAI� � I S ARE BEST IF SEED IS COWERED N7H %p INCH O- SOL. SEEDING RAINS SHOULD BE INCREASED IF SOIL COVERAGE 14.. HWO1 ROSE COVER (r IRiFOVJUM HIRRUM) AFRICAN DAISY (DIM OT7HECA AURANTIACA) ARROYO LURNE (LUPINUS SUCCULENIUS) CALIFORNIA POPPY (ESCHSCHOLZIA CAUFORNICA) - HIRLEY POPPY (PAPAVER RHOEAS) STORMWA TER POLLUTION CONTROL POSTCONSTRUC770NBMPIIMPNOTES I. FOR S70RM WATER POLLUTION CONTROL PURPOSES ALL RUNCFF FROM ALL IMPERWOUS SURFACES INCLUDING ROOF DRAINS &HALL DISCHARGE ON70 GRASS AND LANDSCAPE AREAS PRIOR 10 COLLECTION AND DISCHARGE ON70 THE STREET AND /OR IN70 THE PUBLIC STORM DRAIN SYSTEM 2 GRASS AND LANDSCAPE AREAS DE- GNAiED FOR STORM WATER POLLUTION CONTROL -HALL NOT BE MORFIED NIHOUT A PERMIT FROM THE CITY. 3. ALL IMPERWOUS AREAS WiNIN THE SITE 91ALL DRAIN TO APPROVED BMP MP FACILITIES AND OR TO TURF OR LANDSCAPED AREAS NTH ADEQUA7E GROUNDCOWN PRIOR TO DISCHARGE FROM THE SITE. ALL NPER OUS AREAS MUST 0PE 70WARD THE APPROVED BMPtIMP" FACILITY AND /OR THE NRF/IANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERWOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEOUAiF NP/&IHPP, 5. ORIWEWA 6 SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD IRE IMP/WP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DE96 NED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUA7E IMP/BMP. 6. ALL S70RMWATER IMP/BMP FACIURES SHOWN HEREON SHALL NOT BE MODIFTED OR ALTERED INiHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERNOUS SURFACES NOT SHORN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARA7E ENGINEERING PERMIT BE OBTAINED. CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUAIELY.2ED OV GREASE SEPARATOR AND IS THEN FTLTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SfNER SYSTEM, NOT TO PLANTERS OR THE S70RM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SGILSEN&EER'S CERTIFICATE VVE TERRA 'TECHNOLOGY EN6INERI NG. INC. (NEW SOILS EN& HVF R 6F RECORD), HAVE i- EVIEW5D rlLE5E PLANS AND FOUND tHEN 70 BE PP_EPARED /N n0135TANT /AL CONiDRMANCE Wii'N THE 2ECOMNFNDATI0N5 PfE3EAl7"ED IN T/{E PROJECT" C4EO- rC- 09 /1CRL PPPDP-T PREPR=D BY 50UT*E2A1 CALIKb¢NrA _501L AND TE5TINF, INC. CGENE0AL NOTF di2- SIGH D: DALE R. RE611 ,' S k CE NO.. #=743 Fl '14 T 17 EAIM "2g ; GE113t5 1+ l v'Y'lp 91301 TL%RRA TECHN4LOCdY EN611VEE9IA4. INC pa t5tv E50AIDiDv CA 92030 (760) 7% -082(0 9 ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERMCES SHALL BE PROWDED WIN CATHODIC PR07EC71ON /N ACCORDANCE NTH WC -17 OR KC -i& CHANCE NO. DESCRIPBON APPROVED DATE BENCHMARK i NEW SOILS EN INEE N1•M 2 RS - BULLY'S `i' Sa�l�" 2. COUNTY 2' BRASS DISC ON EAST CURB Vl/LCAN AVf A�PNT NO f02 NAMEn3 ON ROS 18416 ELEVATION- 92.004 NAND 88 PURPOSES EROSION WALL BE PREVENTED BY PLANTING FAST G RONNG ANNUAL AND PERENMAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT WEGETA77ON AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITECONSTRUCTIONMATER/AL STORAGE TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY OF ENOVITAS S70RMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY ONER(S) AND THE PRIME CONNAC70R MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER REQUIREMENTS AND INTER OW RESPON- BIURES WASTEMANAGEMENT CCWIRACIOR WALL BE RESDON98LE FOR PROPERLY D15009NG OF ALL WASTE AND UNUSED CONSTRUCRON MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM IN70 THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. AVOID RAIN CONTACT WIH ANY TRA91 MATERIAL MANY CONSTRUCTION MAIERIALS,INCLUDING SOL VEN.1� _WATER -BASED PAINTS VEHICLE fLUIDS BROKEN ASPIHALT AND CONCRETE WOOD AND CLEARED VEGETATION CAN BE R CYCLED. NON -REC TILE MATERIALS MUST BE TAKEN 10 AN APPROPRIATE LANDFILL OR D19DOSED O' AS HAZARDOUS WASTE. FOR INFORMATION ON D19DOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HORINE TOLL FREE AT (800) 714 -1195. FOR /NFORMARON ON LANDRLLS AND TO ORDER DUMP57ERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRA-H CANS AND RECYCLING RECEPTACLES AROUND THE &7E PORTABLE TOILETS MUST BE iN GOOD RORIONG ORDER AND CHECKED fREQUENTLY FOR LEAKS CONTRACTOR SHALL PROWDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM S70RMDRAIN INLETS ON PERWQUS SURFACES ALL CONSTRUCTION DEBRIS -HALL BE KEPT AWAY FROM THE STREET GUTTER AND STOWDRAIN. CONTRACTOR MUST ROUTINEL Y CHECK AND CLEAN UP MATERIAL THAT MAY HAVE iRAWELED AWAY FROM CONSTACR W kTE FOR MORE INFORMATION ON STORMWA TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. 6E ikub (P sxT SAN MOO CA 92128 eats 2 -Gail STATEMENT OF ENGINEER OF WORK RHE UNDER -GNED ENGN£LR AGREES ]HAT THE MORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE OENERALL Y ACCEPTED STANDARDS IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCIN AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRG ENGINEER AND HlS FR AGENTS OR EMPLOYEES ACTING NiHIN THE COURSE AND SCOPE OF SUCH AGENCY AND OF THE NORK P ORMED BY THE ENGINEER. SAMPO ENGINEERING INC. 171 SAXONY ROAD, STE. 213 ENCINITAS CA 92024 (760) 436 -0660 Q BY b4 -- DALE MNCENT L SAMPO RCE 44173 EXPIRES 61JO12015 AND ARISING OUT LEGEND PROPERTY LINE DEDICARON/SET BACK LINE EXISTING CONTOUR EXISTING ELEVA7101V NEW CONTOUR NEW ELEVATION DAYUGHT/SAW CUT LINE GRASS -LINED DRAINAGE SWALE DIRECTION OF FLOW CONCRETE PAVEMENT PERMEABLE PAVERS FOR BMPS NOT TO BE MOIRED IN THOU T PERMISSION KEYSTONE RETAINING WALL GRAVEL BAGS SILT FENCE STABILIZED CONSTRUCTION ENTRANCE BMP AREA -NOT TO BE MODIRED IN THOU T PERMISSION fROM THE CI TY rA11'T'"'ZF/Ts,,'A TW = TOP OF WALL FG = KNISH GRADE 7G = TOP OF GRATE HP = HIGH POINT fL = FLORUNE CO = CLEANOUT LF = LINEAR FEET BMP = BEST MANAGEMENT PRACRCES IMP = INTEGRATED MANAGEMENT PRACTICES STANDARD SYMBOL OWNER' NATHAN LARS HENRY 441 ORPHEUS AVENUE ENCINITAS CA 92024 SITE ADDRESS 442 ORPHEUS AVENUE ENCINITAS CA 920024 ASSESSOR'S PAR%a`Z NO.: 256 - Sol -07 LEGAL DEMWWN.. PORTION OF LOT 10, BLOCK U, MAP N0. 1801 TO 06 RAW 70POGRAPHY SHOWN HEREON IS fROM A RELD SURVEY PERFORMED BY SAMPO ENGINEERING, INC ON MAY � 2005. OWNER'SCERTIFICATE IA IMPERVIOUS AREA CALCULATIONS GROSS LOT AREA: 34,825 SF EXISTING PROPOSED PERMOUS AREA: 31,049 SF 31,541 SF IMPERWOUS AREA: 3,776 SF 3,284 SF IMPERWOUS AREA REDUCTION 492 SF GRADINGOUANTITIES.• CUT = 240 C. Y. (MAX CUT 28) FlLL = 160 C.Y.Y(MAX FILL 3.0 EXPORT = 80 C. . REMEDIAL = -4500 CY (4' REMOVAL AND RECOMPACTION UNDER AND 5' OU7 31DE OR BUILDING FOOTPRINT) MINITY MAP N75 J BMPPROJECTSTATUS: sTANDARD SAN DIEGO COUNTY DEH-SEPTIC FIELD OPERATIONS PLANNINGAND BUILDINNG PARKSAND RECREATION SAN DIEGUITO WA TER DI'STRI'CT ENCINITAS FIRE DEPARTMENT U Z Z a/3IN5 2 i �y �S J��L /f Z � lam✓ -3 -�5' v la 2 2,Zf! oC SIGN DATE SIGN I DATE SIGN DATE SIGN ` DATE DATE SIGN DAIf w Lu SIGNATURE EXPIRES TINT YEARS FROM DAiE 96NED Z DESIGNED BY. DRAWN BY CHECKED BY- SCALE C7 AS 8U /L T D ORB Ks ENGINEERING DIVISIONAPPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N0, z PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED. APPRO D: GRADING &EROSION CONTROL PLANS FOR: p DATE : 2 ` l HENRY RESIDENCE 12097 -G Q N/A H/ R.C.E. N0.: 44173 PUBLIC WORKS DIRECTOR U) y °y -� �� s /z9J* NCENT L. SAMPO EXP. 6/30/15 z I231 s Z /��,t 442 ORPHEUS A VENUE UNITS 7 & 2(A U) SIGN DATE ENGINEER OR WORK DALE DAZE CAST Nn. 14 -n-3n CFlP SHEET I OF3 -� -" 170 170.50 DETAIL B' PER PLAN UNI ECO -S70NE OR APPROVED EQUAL L L L L L L DETAIL 'C' (CASQA SE-4, 4 10) & DETAILS F A G (CASQA SE-1) & DETAIL H (CASQA STANDARD N -i) & DETAIL E DETAIL A' OWNER' NATHAN LARS HENRY 441 ORPHEUS AVENUE ENCINITAS CA 92024 SITE ADDRESS 442 ORPHEUS AVENUE ENCINITAS CA 920024 ASSESSOR'S PAR%a`Z NO.: 256 - Sol -07 LEGAL DEMWWN.. PORTION OF LOT 10, BLOCK U, MAP N0. 1801 TO 06 RAW 70POGRAPHY SHOWN HEREON IS fROM A RELD SURVEY PERFORMED BY SAMPO ENGINEERING, INC ON MAY � 2005. OWNER'SCERTIFICATE IA IMPERVIOUS AREA CALCULATIONS GROSS LOT AREA: 34,825 SF EXISTING PROPOSED PERMOUS AREA: 31,049 SF 31,541 SF IMPERWOUS AREA: 3,776 SF 3,284 SF IMPERWOUS AREA REDUCTION 492 SF GRADINGOUANTITIES.• CUT = 240 C. Y. (MAX CUT 28) FlLL = 160 C.Y.Y(MAX FILL 3.0 EXPORT = 80 C. . REMEDIAL = -4500 CY (4' REMOVAL AND RECOMPACTION UNDER AND 5' OU7 31DE OR BUILDING FOOTPRINT) MINITY MAP N75 J BMPPROJECTSTATUS: sTANDARD SAN DIEGO COUNTY DEH-SEPTIC FIELD OPERATIONS PLANNINGAND BUILDINNG PARKSAND RECREATION SAN DIEGUITO WA TER DI'STRI'CT ENCINITAS FIRE DEPARTMENT U Z Z a/3IN5 2 i �y �S J��L /f Z � lam✓ -3 -�5' v la 2 2,Zf! oC SIGN DATE SIGN I DATE SIGN DATE SIGN ` DATE DATE SIGN DAIf w Lu SIGNATURE EXPIRES TINT YEARS FROM DAiE 96NED Z DESIGNED BY. DRAWN BY CHECKED BY- SCALE C7 AS 8U /L T D ORB Ks ENGINEERING DIVISIONAPPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N0, z PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED. APPRO D: GRADING &EROSION CONTROL PLANS FOR: p DATE : 2 ` l HENRY RESIDENCE 12097 -G Q N/A H/ R.C.E. N0.: 44173 PUBLIC WORKS DIRECTOR U) y °y -� �� s /z9J* NCENT L. SAMPO EXP. 6/30/15 z I231 s Z /��,t 442 ORPHEUS A VENUE UNITS 7 & 2(A U) SIGN DATE ENGINEER OR WORK DALE DAZE CAST Nn. 14 -n-3n CFlP SHEET I OF3 -� -" "UL NUIL ULLUW BIORETENAON BASIN DETAIL 1° = 5' *BIORETENRON ENUNEERED SOIL LAYER SHALL BE MINIMUM 24' DEEP SANDY LOAM SOIL MiX NTH NO MORE T HAN 57 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. ** %" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INRLNAPON AND STORAGE ABILITY OF THE BASIN CHANCE NO. IIN N 0 0 DESCRIPTION DRI 5 "' "" �R 7URF LINED SWALE NOTES- 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL 2 FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRIM 450 TURF RONFOR(X•MENT MAT WHERE GRADE EXCEEDS 5% LASS -LINED DRAINAGE SWALE KEYSTONE RETAINING WALL NTS APPROVED DA 7E BENCHMARK Z ' COUNTY 2' BRASS DISC AN EAST CURB WLCAN A 200' N OF E. ST ENC TC 2 WOW ON ROS 18416 AS PUT N0. 10,2 NAMED ENC -32 ELEVATION.• 92.004 NAVD 88 SLOPE NTS CONCRETE CURB AND CONTROL JOINTS 0 15' OC PAVERS TO BE FLUSH NTH OR LOWER THAN CURB UNI ECO -STONE PALER 3 118" (80 MM). PROVIDE i% MIN. SLOPE i "BEDDING COURSE 1 4° 3/8° WASHED FRACTURED OPEN- GRADED STONE PER ASTM NO. 8 REQUIREMENTS 6" THICK MIN. BASE COURSE 3/4" WASHED FRACTURED OPEN GR DED STONE PER ASTM N0. 57 BASE REQUIREMENTS 1° ° � 3 1 /8• 00 T 101/8" NOTE: 0 SAND GAP 00 MIN. i. THE DRIVEWAY CROSS SECTION SHOWN MAY VARY DEPENDING ON Sc 6 MIN. SOIL ENUNEER R -VALUE TESTS TO BE CONDUCTED PRIOR TO 0oo CONSTRUCRON. 2. THICKNESS OF AGGREGATE BASE ALL VARY WITH SUBGRADE 90% COMPACTED SUBGRADE CONDITIONS AND CLIMATE. TO BE DETERMINED BY SOILS ENGINEER. PAVER DETAIL WITH CONCRETE EDGES n **Stt NUIL &LOW 8I009170N BASIN DETAIL n 1" = 5' \�./ *BIOREIENRON ENUNEERED SOIL LAYER SHALL BE MINIMUM 24" DEEPSANDY LOAM SOIL MIX NTH NO MORE T HAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. ** %" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFIL IRA77ON AND STORAGE ABfLITY OF THE BASIN SCALE PLANNINGANDBUILDING DESIGNED BY. DRAWN BY CIIECI( DRIB I DRIB I KS PLANS PREPARED UNDER SUPERV1SION OF DATE : 2 146 kr I' = 20 R.C.E. NO.: 44173 576YV DALE VINCENT L. SAMPO EXP. 6130115 rro n n,nn, u NTS ALL nwES WZT'HXN Ril.J 10 BE PROTECTED MV PLACE AWOL SMALL LAC• HOMEOw,yER MArNf/+tN�,�o z_R.�. oo[.4132LS-ooRlLly ENGINEERING D I V I S I0 N APPROVALS RECOMMENDED.-.I APPR D 1VIs MA .51H MAH ENUNEERING/PUBUC WORKS DIRECTOR 2/ 23 I S V2_ V1 DAB DA 1E ' WK TO LE DOW THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND SPECIFlCATONS AND STANDARD DRAWINGS OF THE COUNTY OF SAN DIEGO. STANDARD 990M TO & DRAM A. PROJECT PRELIMINARY GEOTECHNICAL INWSRGAPON B. SAN DIEGO REGONAL STANDARD DRAWINGS (2012) G STANDARD SPECIFlCABONS FOR PUBLIC WORKS CONSTRUCTION. (GREEN BOOK, 2012) CAN NWHON NOTES i. A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN 717LE DATED JJNE 14 2013 AS FiLE N0. DIV- 4430135 WAS PROVIDED BY THE OWNER AND WAS REVIEWED FOR EXIS71NO ON -BETE EASEMENTS SAID EASEMENTS HAVE BEEN REFERENCED AND PLOTTED HEREON. THE FOLLOWING EASEMENT HAS NO LOCATION SEiFORIH AND THEREFORE CANNOT BE PLOTTED: THE RIGHT AND PRIWEEIE 70 PLACE AND MAINTAIN AN ANCHOR TO SUPPORT A LINE OF FOR POLES AND NRES AND INCIDENTAL PURPOSES TOGETHER IWTH THE RIGHT OF INGRESS AND EGRESS IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY BY INSTRUMENT RECORDED APRIL 15, 1926 iN BOOK 120,E PAGE 204 OF DEEDS 2 THE SUBJECT PROPERTY LIES WITHIN 7HE LEUCADIA WASiEW4 7ER DISTRICT (LWO) AND IS CURRENILY SERVED BY LAO FOR SANITARY SEWER. 4. THE SUB°ECT PROPERTY LIES WiiHIN THE SAN DIEGUITO WATER DISTRICT (SONG) AND IS CURREMLY SERVED BY SDWD. 5 ALL ON -SITE BMP AREAS, S70RM DRAIN, AND DRAINAGE SWALES ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER. 6. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DET NINE FINAL WALL FOOTING ELEVATIONS. 7. ROOF DOWNSPOUTS SHALL DISCHARGE INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLLECTION INTO THE PRIVATE S70RM DRAiN SYSTEM TO THE SA RSFAC710N OF 7HE CITY ENGINEER. WA7ER SHALL NOT BE ALLOWED 70 POND ON SITE AND DRAIN TOWARD BUILDING FOUNDATIONS 8. ALL EXISTING AND PROPOSED URUTY LINES SERVING 7HE SUB"ECT PROPERTY SHALL BE INSTALLED UNDERGROUND, UNLESS THE CITY ENGNEER DETERMINES 01HERNZ 9 PRIOR 70 CONSTRUCRON THE CONTRACTOR SHALL OBTAIN AN ENCROACH&EiVT PERMIT FOR ALL WORK TO BE PERFORMED IN INE PUfI1JC RIGHT-OF-WAY OF ORPHEUS AVENUE. 10. TILE PCC DRIVEWAY SHALL BE AS RECOMMENDED BY THE SOIL ENGINEER, BASED ON R- VALUE TESTS THE MINIMUM DRIVEWAY SECTION SHALL BE NOT LESS THAN 5.0' PCC REINFORCED NTH N0. 3 BARS 18' ON CENTER OVER 24' RECOMPAC71D NATIVE SUBGRADE SOIL WITH AN EXPANS10N INDEX OF 20 OR LESS UNLESS THE SOIL ENGINEER OR CITY ENUNEER INDICA7ES 01HERN-T. SEE SOIL REPORT FOR ADDITIONAL RECOMMENDARANS 11. CONCRETE SIDEWALKS AND PATIOS -WALL NOT BE LESS 7HAN 4' P.C.C. REINFORCED N7H N0. 3 BARS AT iB INCH ON CENTER OVER 14' OF SOIL Willi AN EXPANSION INDEX OF 20 OR LESSS� UNLESS DETERMINED O7HERWISE BY IRE SOIL ENGINEER JOINTS AND REINFORCEMENT PER SOIL ENGINEER SEE SUL REPORT FOR ADDITIONAL RECOMMENDA PONS 12 ALL THE KAK PROPOSED ON THIS PLAN iS ENTIRELY WINN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE 70 ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR A WlI77EN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMI7T6 70 THE CITY PRIOR TO START OF ANY SUCH WORK ANY DIS7URBANCE ON THE ADJACENT PRiVA7E PROPERTY 7HAT HAS NOT BEEN PREVIOUSLY AUIHORIZED IN RRIRNG AND SUBMIT70 TO THE CITY IS GROUNDS FAR A STOP -WgRK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. iZ A REZIEREO GE07ECHNICAL ENGINEER OR GEOLOGIST SHALL BE RETAINED TO SUPERNSE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 14 CONTRACTOR SHALL ASSUME ALL RESPONSIBiUTY FAR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRACTICES FREE E R �G PAN N ACNDIR F� ACMAIUNLESS AND A NxN ROADWAYS OF a/= MACNTH � S AND CITY OF ENCINITAS FIRE DEPARTMENT 16. ALL PRIVATE IMPROVEMENTS LOCATED iN THE PUBLIC RIGHT OF WAY SHALL BE PRIVATELY MAINTAINED. KEY NOTES S MUSH IN -PLACE 1 DE OLISH POROR TION OF AC DRIVEWAY Q2 DEMOLISH GARAGE ® DEMOLISH EXISRNG FENCE LOCATED IN RIGHT OF WAY ® DEMOLISH CONCRETE WALL Q5 PROTECT SANITARY SEWER SEEPPAGE PIT IN -PLACE © PR07ECT PORTION GARAGE WALL IN PLACE. SOIL /STRUCTURAL ENGINEER TO VERIFY O PROTECT WALL IN -PLACE ® NEW WATER SERVICE POINT OF CONNECTION TO EXISTING WA7ER SERVICE. PROTECT EXISTING SERVICE IN- PLACE. 9Q PR07ECT £XISRNG BUILDING IN -PLACE Q0 PROTECT PCC FRONT DOOR LANDING AND STEPS IN -PLACE Kw amseTS D PERMEABLE PALER DRIVEWAY OR PATIO ECO- STONE" BY UNI -GROUP USA, OR APPROVED EQUIVALENT PER DETAIL C'. Q PLANTER PER ARCHITECT PLANS 13 3.0' HIGH (MAX) KEYSTONE. RETAINING WALL. SEE DETAIL `D" ® FENCE PER ARCHITECT PLANS FENCE SHALL BE MAXIMUM 4' HIGH SOLID WITHIN FiRST 15' OF THE PROPERTY. © PCC DRIVEWAY PER CONSTRUCTION NOTE 10. © PCC LANDING PER CONSTRUCRON NOTE it Q CONSTRUCT NEW CONCRETE MASONRY RETAINING WALL PER SDRSD C -6 STORY LJRANV/ll'A7& QUALITY Ql 24" PRrr�VATE DRAINAGE SWALE. SEE DETAIL B' Q2 11" X 12" PRIVA7E CATCH BASIN BY NDS' OR APPROVED EQUAL O3 6" PRIVATE PVC STORM DRAiN (SOR -35 MIN) RIP -RAP ENERGY DISSIPATER PER SDRSD D -40, TYPE 2' USE N0. 2 BACKING 12" DEEP OVER 12" D.C. FILTER BLANKET Q 7'X 10' BIG- RETENTION BASIN FOR BMPS PER DETAIL 'A' NOT TO BE MODIFIED WITHOUT CITY PERMIT. 7'X 7' BIG- RETENTION BASIN FOR BMPS PER DETAIL E' NOT TO BE MODIFIED WITHOUT CITY PERMIT. Q 12' X 12' CONCRETE CATCH BASIN W/ S7EEL TRAFFIC GRA7E BY $ROOKS' OR APPROVED EQUAL POINT OF CONNECRON cp"SEMER IF 121.10 © 4' SEWER LATERAL PER SDRSD SS -01. CONSTRUCT SEWER CLEANOUT AT ALL BENDS ® 2000 GALLON S€PRC TANK 5X16' IEcuT 120.4 ® €XISRNG SEWER LATERAL POINT OF CONNECRON. CONTRACTOR TO VERIFY LOCATION AND ELEVARON. WATER d lO WATER SERVICE CONNECRON FOR ACCESSORY UNiT Z Q DISTRICT TO EXTEND 2" COPPER WATER SERVICE AND RELOCATE 1 %2" METER TO EDGE OF ROW AT OWNERS EXPENSE CC SCHEDULE 40 PVC WATER SERVICE TO ACCESSORY UNIT W 24" COVER MIN. Z — a CITY OFENCINITAS - PUBLIC WORKS DEPARTMENT DR4WNG NO, z NG PLAN FOR: 0 0 HENRY RESIDENCE 12097 -0 a Ot 442 ORPHEUS A VENUE UNITS 1 & 2(A U) NO: 14 -030 CDP SHEET20F3 r07, 64no SEE CALIFORNIA STORMWATER QUALITY ASSOCIARON (CASQA) STANDARD DWG. NO. IC-1 FOR ADDLRONAL INFORMATON DESCRIPTToN CRUSHED AGGREGATE GREATER THAN 3 0 BUT SMALLER THAN 600 MIN. RLTER FABRIC EXISTING 5 60 GRADE SECTION A -A NOTE: CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF MIN. TO SEDIMENT TRAPPING DEO E FA L CORRUGATED LA STEEL PANELS 25 MlN�I MATCH EXISTING GRADE II TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE- GRADING INSPECTOR MAY ALLOW CORRUGATED NO SCALE STEEL PANELS ON1Y INTHOUT AGGREGATE. 24" WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG N0. 2 BAGS HIGH (TYR) —� WHERE NECESSARY % SE -4 FOR ADDIRONAL INFORMATION -III- 1 piREp�pN pF f�p� �WOVFN FABRIC GRAVEL BAGS STAGGERED (W..) MIIDTHUIRED TO ACCOMODATE TYPICAL VELOCITY CHECK DAM ANRCIPATED TRAFFIC NO SCALE f F APPROVED DATE BENCHMARK COUNTY 2- BRASS DISC ON EAST CURB VULCAN AVE AS PNT NO 1052 N MED �0-3� ROS 18416 ELEVATION.• 92.004 NAVD 88 4' PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWA TER QUALITY DEPENDING ON FIELD CONDITIONS ASSOCIATION (CASQA) STANDARD DWG N0. SE -10 FOR ADDITIONAL INFORMATION WOVEN FABRIC GRAVELBAG TYPICAL INLET PROTECTION SCALE PLANNINGANDBUILDING 1- = 20' SIGN D TE PLANS PREPARED UNDER SUPERVISION OF L4- v?, /, 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS STAPLE / TO SCALE POSTS. THE 4 IN (10 CM) 4. BACKF/LL AND COMPACT THE EXCAVATED SOIL. w" `° °'' ENGINEERING DRIS/ONAPPROVALS KS RECOMMENDED: APPR DATE : �' 6 �� AA 4A 6�L MAJI„ MAH& GLENN RRUM R.C.E. NO.: 44173 ENGINED001PUBLIC MWS DIRECTOR EXP. 6130115 DAIS DATE J. A TTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. NOTE.- ALTERNATIVE SILT FENCE CONSTRUCTION MAY BE USED TF HRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE rfflzlf A wv- v FILTER FABRIC SEE CALIFORNIA STORMWATER QUALITY ASSOCIATON (CASQA) STANDARD DWG. NO. S£ -1 FOR ADDIDONAL INFORMATION N N 0 0 CITY OF ENC/N/TA S - PUBLIC WORKS DEPARTMENT CONTROL PLAN FOR: HENRY RESIDENCE 442 ORPHEUS A VENUE UNITS 1 & 2(A U) 0 U Z �n Z � a- w w Z z w� DRAWING NO, O 12097-G -- ? SHEET30F3