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2015-12507 G (Plans)RIGHTOFWAYN07F OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FYOV THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE 70 DO SO MIL RESULT IN ISSUANCE OF A S70P NORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER 70 KNOW WHERE HIS/HER PROPERTY LINE IS DRAINAGENOTE NO CONCENTRATED DRAINAGE ROWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 70 DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE COIVflED TO AN APPROVED DRAINAGE FACILITY. ALL UTILITIES SERVING THIS S77E SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES L ALL NORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC RORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY O ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REW SONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT RUED 'UNPERMITIED GRADING AND RETAINING WALL CONSTRUCTION' PREPARED BY COAST GEOIECHNICAL DATED ALLY 2,T 2015, PROJECT W.O. P- 641515 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE N1TH THE R1COMMENDATONS AND SPECIFICATIONS CONTAINED IN SAID REPORT 3 SEPARATE APPROVALS AND PERMI7S FOR ANY CONSTRUCTION WITHIN PUBLIC R16HT- OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CON,AUNCTION NTH IMPROVEMENT PLANS UF 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 CONDITION EXISTING PRIOR TO GRADING 6. iRE DMOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIWL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR 91ALL DESIGN, CONS7RUCT AND MAINTAIN ALL SAFETY DEWCES� INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEAL 7H STANDARDS LAWS, AND REGULATIONS 8 GRADING AND EQUIPMENT OPERARNG WHIN ONE -HALF (112 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SATURDAY$ SUNDAYS AND CITY RECOGNIZED HOUDAYS 9 NO GRADING OPERA7ONS SHALL COMMENCE UNTIL A PRE- CONSTRUCBON MEERNG HAS BEEN HELD ON97E NTH THE FOLLOMNG PEOPLE PRESENT CITY INSPECTOR, OWL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PMMITME THE PRE- CONS7RUCTION MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NINN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEWIGPER SHALL COMPLY WITH ALL CONDITIONS AND RE QU IREMEWS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION! 1L UPON ANAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FlNAL GRADING APPROVAL AND /OR RNAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION' SHALL BE PROVDED STARNG 'THE GRADING UNDER PERMIT N0. 12507 -0 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOW OH THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE OfW ENGINEER MHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING -WALL BE INSPECTED AND TESTED BY A QUALIFIED SOLS ENGINEER OR UNDER HIS DIRECTIOV HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF RLLS AND BACKRELS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REWIRED AND NEL DETERMINE THE SUITABILITY OF ANY RLI MATERIAL UPON COMPLE7701V OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVAi7ONS AND TESTS HERE MADE BY HIM OR UNDER HIS SUPERR90N AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 7HBR INTENDED USE. i1 THE CONTRACTOR 91ALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROMS P0977VE DRAINAGE AND PREVENT PONOING O WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED MORK ON INE 97E AND -WALL TAKE REMEDIAL MEASURE TO PREVENT EROSION 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 70 BE RLLED AND FILL SHALL BE PLACED IN ACCORDANCE WiTH STANDARD SPECIFICARO. ALL VEGETABLE MATTER AND OBJECTIONABLE MWER/AL SHALL BE REMOVED BY THE CONTRACTOR FROV THE SURFACE UPON N IKH THE RLL IS TO BE PLACED. LOOSE RLL AND ALLUWAL SOILS SHALL BE REMOVED 70 SUITABLE RRM NATURAL GROUND. ME EXPOSED SOILS STALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED 70 A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE RLL IN STRICT ACCORDANCE NTH 9PECIFICATIONS 15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO RNI91 GRADE 70 PRODUCE SMOOTH SURFACE AND UNIFORM CROSS VCRO. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE - WAPEO, PLANTER,, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION ALL STONES ROOTS, AND OTHER WASTE MATTER EXPOSER OR EXCAVATION OR EMBANKMENT SLOPES WIEN ARE LIABLE TO BECOME LOOSENED -WALL BE REMOVED AND DISPOSED OF ME TOE AND TOP OF ALL SLOPES -WALL BE ROUNDED IN ACCORDANCE NiTH THE GRADING ORDINANCE. 16. ALL TREES, BRUW,, GRASS AND OTHER OBJECRONABLE MATERIAL SHALL BE COLLECTED, PILED, OR OMERMSE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS 70 LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND RNI SHED APPEARANCE FREE FROM 096HTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS RLI 91ALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WTHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUC71ON UNLESS SPECIRCALLY APPROVED OMERINSE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSiEMS STALL OCCUR INMIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROECfl ON ME GROUND. IF A CITY TREE lS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PRO7ECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS AR IN CONFLICT NTH A CITY TREE IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REWSED 70 ADDRESS THE TREE REMOVAL EROSIONCONTROL 1. IN CASE EMERGENCY WORK IS REWIRED, CONTACT TROY A COLLINS AT (619) 843 -8360, 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY Rfa4/( SHALL BE MADE AVAILABLE AT ALL TIMES DIURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 91E ON OCTOBER i AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCRON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 3. DEVICES SHOW ON PLANS SHALL NOT BE MOVED OR MODIFIED W THOUT THE APPROVAL O THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVCES TO WORKING ORDER TO THE SATISFACTION O THE CITY ENONEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY IHE CITY ENGINEER DUE TO AN INCOVPLEiE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ARCH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND MALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07ENNALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROECT PERIMETER MUST DRAIN AWAY FROV THE FACE O SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECRW DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH Wt LNG DAY MIEN THE RVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAiNFALL. STORMWA TER POLLU770N CONTROL POSTCONSTRUCTIONBMPIMPNOTES 1. FOR S70RMWATER POLLUTION CONNOt PURPOSES, ALL RUNOFF FROV ALL IMP£RNOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECRON AND DISCHARGE ON70 THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGATED FOR S70RM WATER POLLUTION CONTROL 21ALL NOT BE MODIRED WITHOUT A PERMIT FROM THE CITY. 3 ALL IMPERWOUS AREAS NIHHN THE SITE STALL DRAIN TO APPROVED BMP/IMP FACILITIES ANDHOB 70 71IRF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERMOUS AREAS MUST SLOPE 70WARD THE APPROVED 8MP1llMP FACILITY AND /OR THE 7URF14ANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAY$ OR ANY OTHER IMPERWOUS AREA UNLESS THE ROW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIWIAY5 91ALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD 7HE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATTR IMPAMP FACILITIES SHOW HEREON SHALL NOT BE MOBIRLD OR ALTERED N)HOUT A PERMIT FROM THE CITY. 7. 7HE INSTALLATION OF ADDITIONAL IMPERWOUS SURFACES NOT 9HONN ON THIS PLAN MAY REWIRE THAT THIS PLAN BE REWSED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL EXIS77NO AND PROPOSED TRASH ENCLOSURES SHALL BE RTTED TO COMPLY MTH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS iNE TRASH ENCLOSURES SHALL HAVE AN IMPERWOU.� NON - COMBUSTIBLE ROOF THAT NtL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE THE ENCLOSURE 91ALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS 70 HOD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSM? AND TO PREVENT ANY FLOW O S70RMWAIER THROUGH iNE IRASH ENCLOSURE AREA 7HE BERM CAN BE CONSTRUCTED NOE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE .SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL /GREASE SEPARATOR AND IS MEN RLYRED 1HRW91 A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSU. A SEPARATE BUILDING PERMIT MAY BE REWIRED FOR THIS SiRUCTURE. OLIVENHA /N MUNICIPAL WATER DISTRICT NOTES * REFER 70 SHEET 3 FOR DUN) N07ES f KEYSTONE 4' CAP UNIT PL KEYSTONE 4' CAP UNIT UNIT CORE Flu I UNIT CORE FILL (r3/4CRU90 ROCK " CRUSHED ROCKS STONE) ' Ta✓E) rl KEYSTONE COMPAC lI UNIT �L1MI7S OF REINFORCED BACKFlLL KEYSTONE COMPAC 11 UNIT - PER ICC -ESR 12113 1B PER ICC -ESR 12113 LIMITS OF REINFORCED BACKFlLL _ 14� GRANULAR BACXFlLL PER SOILS 6.0' I ENGINEER ENSiING 38' HIGH WALL -\ I /� 9� BACKRU. PER SOILS ENGINEER ' MIRAFl 2XT 10' TYP IENT // (RETAINED SOIL SCHELDULE 40 PERFORMED PI WRAPPED IN MIRAFl 140 OR EQUIVALENT, !P /U LED AT THE HEEL OF RIE WALL NIH FULL HEIGHT GRAVEL DRAIN, SEPARATED FROM THE Mf t MARRIALS BY MIRAFl 140 OR EQUIVALENT. NOTE: KEYSTONE WALLS CONSTRUCTED PER ICC -ESR x1113 STRUCTURAL WALL DETAIL NO SCALE EXISTING 38' HI 0' MIRAFI 1XT I 'T , -, 10' TYP GH WALL 1' -90' EMBEDMENT I+ Z RETAINED SOIL 6'� UNREINFORCED CONCRETE OP SCHEDULE 40 PERFORATED PIPE, WRAPPED IN MIRAFl 140 OR EQUIVALENT, PLACED AT iRE HEEL CRUSHED STONE LEVELING PAD' O THE WALL WiTH FULL HEIGHT GRAVEL DRAIN, SEPARATED FROM THE BACKRLL MATERIALS BY MIRAFl 140 OR EQUIVALENT. NOTE• KEYSTONE WALLS CONSTRUCTED PER ICC -ESR 12113 STRUCTURAL WALL DETAIL , NO SCALE STORMWATERPOLLU77ONCONTROL BMPNOTESRELATIVETO CONSTRUCTIONACTMTIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUAiELY 9ZED CONCRETE WASHOUT AREA TO COMTAIN WASHGUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER, AND THE LIKE INTO THE STOWWATER CONVEYANCE SYSTEM OR ANY RECEIWNG WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE RETUEIJNG, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPEGALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATx ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACRWRES ARE ALLOWED DURING WET NFAPIER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SMALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND iEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROECTS SHALL BE CONDUCTED IN PHASES 70 AVOID UNNECESSARY REMOVAL OF THE NA711RAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE EROSION! TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR ER0570N CCNTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST- GROINNG ANNUAL AND PERENNIAL GRASS TO S HlELD AND BIND THE SOL PLANT PERMANENT VEGETATION AS SOON AS POS98LE, ONCE EXCAVABON AND GRADING ACRWTIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL 91ALL BE MINIMIZED. ON- SITECONSTRUCTIONMATERIAL STORAGE S70RED MATERIALS -HALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CON7RACTOR SHALL STORE THESE PRODUCTS WHERE THEY NLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROWDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOO(PTLES KEPT CN -91E. SA)CkALES MAY INCLUDE SOIL, PARING MATERIAL$ ASPHALT CONCRETE AGGREGATE BASE, ETC STOCKPILES -WALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER EONS AND S70RM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PR07ECTEO RIM SOIL STABWZA77ON MEASURES AND PROVOED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONIRAC70RS' EMPLOYEES RHO PERFORM CONSiRUCRON IN THE CITY OF ENCINITAS -HALL BE TRAINED 70 BE FAMILIAR NTH THE CITY OF ENCNi7AS S70RMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OW S AND THE PRIME CONNACTO MUST INFORM SUBCONTRACTORS ABOUT S7ORMWA EER() TER REQUIREMENTS AND THEIR OW RIESPON- BIURES WASTEMANAGEMENT CONTRACTOR -WALL BE RESPONSIBLE FOR PROPERLY DIS009NG OF ALL WASTE AND UNUSED CONSNUCTIOV MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, NNERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS S7RICR Y PROHIBITED. NO SEEPAGE FROM ANY OUMPSTER MALL BE DISCHARGED IN70 STORMWAMR. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL LTE CHECKED fREWENILY FOR LEAKS DUMPSEER LIDS SHALL REMAIN CLOSED AT ALL 77MLS DUMPSTERS WMWT LIDS SHALL BE PLACED WINN STRUCTURES Wi7H IMPERWOUS ROOTNG OR COVERED NPI TARPS IN ORDER 70 AVOID RAIN CONTACT NTH ANY TRASH MATERIAL MANY CON57RUC710N MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOO, AND CLEARED VEKXTAMN CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMARON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL fREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE 97E. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PRONVE SECONDARY CONTAINMENT AND LOCA7E PORTABLE 701LETS AWAY FROM STORM DRAIN MEiS ON FERROUS SURFACES. ALL CONSiRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GLITTER, AND STORM DRAIN. CONTRACTOR MUST ROUNELY CHECK AND CLEAN UP MATERIAL MAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION 97E FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENONITAS AT (760) 63J-2770. i. ME EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWY ON MESS PLAN$ HONEVER• ME CONTRACTOR IS REWIRED 70 TAKE DUE PRECAUTIONARY MEASURES 70 PR07ECT ANY EXISTING UTILITIES OR S7RUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RE9PON 28IUTY 70 CONTACT THE FOLLOWING OWNERS OF SAID U71UIIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCAACN OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK• A. SERERS - LOUD - (760)- 753 -0155 B. GAS A ELECTRIC - SOGE - (760) - 438 -6200 C. WATER - OMW -(760) - 753 -6466 A TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE N - COX COMMUNICATIONS- (760)- 806 - 9809 X -2233 2 CONTRACTOR SHALL NORFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE: (760) -633 -2770. 3 THE CONT RAC70R -MALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760) 633 -2770. ALL NORK PERFORMED MTHQUT &WERT OF INSPECTION MLL BE SUBJECT 70 REECTION AND REMOVAL. OWNER ROY AND TIFFANY COLLINS ADDRESS- 2306 91H STREET, ENCINITAZ CA 92024 PHONE • (619) 843 -8360 SITEADDRESS 2306 91H STREET ENCINITA$ CA 92024 APN: 265 - 355 -34 LEGAL DESCRIPTION THAT PORTION OF BLOCK 50 LN THE COL ONY OF OLIVENHA/N, IN THE CITY OF ENCINIT9 COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 326, RLLD IN THE OFFICE OF THE COUNTY RECORDER O SAN DIEGO COUNTY, JULY A 1885 OVVNER'SCERTIFICATE NE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR N[L BE RETAINED TO SUPERWV OVER ALL GRADING ACRWTY AND ADVISE ON THE COMPACTION AND STANUTY OF THE SITE /f - GNATURE.•�` �° DATE.• t TR . COlINS - 0VA71JRE d ) ��, ' VJAid DATE 1 7 IL AFFANY NS SOILS ENGINEER'S C E R T I FI CA T E VICINITY MAP NTS I, WTHAYA SNGHANET. A REGISTERED OWL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BU -NESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WiTHLN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JJLY 21 1015. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, NTH MY RECOMMENDATIONS HAS BEEN SUBMIT7ED 70 THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REMIENED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HA VE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIRCAPONS svopitt+l�.vTsJ� A?EPOpp DrlTEO ��� -¢lv SIGNED., V i th (144_ AAVI SIGNED: a�lilt NTH YA 9NGHAN T GE 782 / MARK BU(EG EXP. DATE. 12-31-17 .S-3/�'fi� ®��, @N F JOB W.O. P- 642515 J COAST OEOTECHNICAL 81a 702 779 ACADEMY DRIVE, SOLANA BEACH CA 92075'�s y( L e k SING (858) 755 -8622 t , ;.., ��� � � cS'� GEOLr )GIST THE UNDERSIGNED ENGINLER AGREES THAT ME OWK PERFORMED BY THE ENGINEER 91ALL COMPLY W 7H ME GENERALLY ACCEPTED STANDARDS AND PRACRLES OF ME ENGINEERS ]BADE OR PROFESSION! THE ENGINEER FURTHER AGREES THAT THE MORK PERFORMED HEREIN 91ALL BE IN ACCORDANCE NTH THE RULES AND REWLATIOVS REWIRED BY THE CITY OF ENCINITA� TO THE EXTENT THAT THE ENONEER CON7ROS SUCH PERFORMANCE. THE ENGINEER AGREES MAT ANY PLANCHECK OR RENEW PERFORMED BY THE CITY OF ENCINITAS IN I7S CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON THE ENGINEER AGREES 70 INDEMNIFY AND HOD HARMLESS THE CITY OF ENCINITAS AND 17S ORCER� AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJ JRY ARISNG SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMiS900 OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACRNG MMIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND AR19NG OUT OF THE MORK PERFORMED BY THE ENGINEER. SIGNATURE.• --.e &= ii DA 7E.- WNCENT 9MP0 SAMPO ENGINEERING, INC 171 SAXONY ROAD, STE. 213 ENONIMS CA. 92024 760 436 -0660 RCE NO.: 44173 EARTHWORKDATA ( FROMDISCRET/ ONARYPERMIT- GRADINGVIOLATIONQUANTIT /ES STEEPEST EXISTING NATURAL SLOPE ON -91E = 25 H: 1 V MAXIMUM VERTICAL DEPTH OF WT = 0.5 MAXIMUM VERTICAL DEPTH OF FILL = 7 WT =4C.Y. RLL =578C.Y. EXPORT = 0 C IMPORT = 574 C.Y. REMEDIAL = 0 C. Y. EARTHWORKDATA /FORGRADINGSHOVVNONTHISPLAN STEEPEST EXISTING NATURAL SLOPE ON -91E = 25 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 5 MAXIMUM VERTICAL DEPTH OF FILL = 2 CUT= 468 C.Y. FILL = 386 C.Y. EXPORT= 468 C. Y. IMPORT= 386 C. Y. REMEDIAL =T--O C. Y. * GRADING QUANN7iES REFLECT REMOVAL OF ONSTE SOIL AND IMPORT OF NEW ALL SOL PER THE SOIL REPORT RECOMMENDATIONS DUE 70 UNSUITABLE EXISTING SOIL CONDITIONS IMPERVIOUSAREA IMPERWOUS AREA PRIOR 70 CONS7RUCTIOL 6298 SOFT IMPERWOUS AREA AFTER CONSTRUCTION. 7568 SOFT 70TAL INCREASE IN IMPERWOUS AREA: 1270 SOFT REMOVED/REPLACED IMPERWOUS AREA: W4 SOFT N �BMPPROJECT STATUS Y STANDARD FIELD OPERATIONS I PLANNINGANDBUILDING I PARKSANDRECREATION I OLIVENHA /NMUNICIPAL WATER DISTRICT I ENCINITAS FIRE DEPARTMENT STRUCTURAL RETAINING WALL AND DETAIL DESIGN BY ROBERT SOWARDS SIGNED 4•te�~&aAi-) DATE S to beo ROBERT SOWARDS AA P NO EXPIRES 3 31 18 � - SIGN y ATE SIGN DA IF SIGN DAiE SIGN DATE IZIGN DA CHANGE N0. DESCRIPTION APPROVED DALE BENCHMARK SCALE AS BUX T DESIGNED BY DRAW BY. CHECK BY. ENGINEERING DIVISIONAPPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAINNG NO. A 0►,1. CA 46 / VERTICAL BENCHMARK• CITY OB ENCINITAS VERTICAL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: Q O APPRO GRADING PLAN FOR' vi BENCHMARK CONCRETE A 2.5" BRASS DISC IN DR SW MWEST Gr ^/� . „ 2306 9TH STREET 12507 -G CORNER OF CONCRETE PEDESTAL FOR TIRE HYDRANT ON THE DATE :.� / EAST SIDE OF RANCHO SANTA FE ROAD AND 100 FEET SQUTH �J MA NH MAH GLENN PRUMM OF E CAMINO DE NOBLE. N/A (/ pz ' 8 PUBLIC NORKS DIREC70R COLLINS RESIDENCE _�� �� �r R.C.E. N0.: 44173 DA 71W.' NAND 88 ELEVATION. 120.564 WNGENT L. SAMPO WNCENT L SAMPO EXP. 6/30/17 57/25./16 s�7�/d ENGINEER OF NORK ENGINEER OF WORK DATE DATE CASE NO. 15 -317 ADR APN 265- 355 -34 SHEET 1 OF :,4 U z C7 z LL w w z z w O a U) r N c � F[`�D R l iv G. (� s fL r� )V. 19-P G ,. 0 i i i /- ,n _ KEY NOTE. F� IS 146.20 5! ;U� DEM011 /PROTECT IN PLACE N15 06 _ � k � 24 - 1.9 :Idis FS 146.23 rte- - - Sit t_ /; 1 2 a; iQ DEMOLISH PAVER DRIVEWAY 49.4 -� a ._> - AE TW 150.39 150.39 iW 150.39 4 NO GRADING k LLLLLLLL - FS 146.15 c.NlMa�y o FS 146.55 147.00 Q FS 146.20 L L L L L L L L PROPOSED ® DEMOLISH CONCRETE DRIVEWAY STE _ _ STEP WA TW 148.06 L L L L d LL `T �� dL; x__ DEMOLISH CMU RETAINING WALL _LL Q LL. LLLLLLLLL -.,S TW 147.201 FS 146.1 2 3 � 1666 �� LLLL - 1 LLLL ��; �P 1 t ? r .TW 147.20 f a�, ; ® DEMOLISH CONCRETE PA90 0 _ /v TG - -- f 146.09 STEP WALL 4 L _LL -L L L�t L L L L LL - _( _ FS 146.09 % POC r, 4 DEMOLISH PAVER PATIO ALL LLL a 17 TG 14.0 ?, 46.06 . L _ L d L 14 . L 1 (FS 14625) ); TG 14592 Q _ TlltNt TW 14720 2 2 (D DEMOLISH TREE �J a L LLLL L L _ ( 0 LLL L L L L L L FS 146.20 � • (FS 146.47 _, 4 . ;', lE 143.81 Otib � I� ° � 9RiAlN FS 146.09 LFS 147. 2 L (FS 14626) _ _ NO GRADING L 7) DEMOLISH MOWSIRIP �LLL�L LL o {i 7 L� < FS 146.09 3 S PROPOSED 1 LLL' V RLLL LLL •, i d! ,• ® DEMOLISH FENCE s LL LL �Q y I° � �� -Y FS 146.05 A �� v (TG 146.06) / V ALL FS 146.20 LLL, LO FS 146.21 FS 146.21 x. 9Q DEMOLISH PILASTER _ � � \ �q 2 0 FS 146.53 FS 146.50 ( ) - D ° F� L L �� ) : _ uMlt °� _ , �, ''2q� ® DEMOLISH STORMORAIN PIPE /CATH BASIN LLL -;y L LL L, LL S 4. 9 L - 3 2 ° (FS 146.21) WATS� L � FS 14700 L L LLL L LLLL _. ; FS 146.21 ©DEMOLISH PLANTER NDSCAPING L LZ L' L L L �,�L L L L L 1 - �� yµ © PROTECT EXISRNG WATER METER IN -PLACE LL LLLLL LLLLL LL * �� c� _� UMT LLO 1 "LLL L LLLL LI�L vV va 11 ®PR - CE LL�� 2 PROTECT EXISRNG WALL IN PLA 1 ! L L L LLL L11-1� L L L �,`� --� - 8 -- r- NO GRADING 7 PROTECT AC BERM IN PLACE ( L I L L f�75: L L L-L ILL L C 3� -- S S E PROPOSED N © PROTECT EXISRNG RESIDENCE LLLLL LLLL LL �� =', -- �aR 1 L L LL L 1-0-At-t- '� '�f _ _LLL -L - - -T ° 5 ® PROTECT EXISTING CONCRETE PA770 IN -PLACE L -- i FS i :78 L L L ° hp ro .1� q7 O Pp I IV > �� 1 I r- FS 146.35 30 Q PROTECT EXISRNG PAVER PA 770 IN -PLACE LLL 2 LLLLL LL 'L L - ° ; I - d, O �° = D L LLL LLL LLL L L� T I QUMITF.P` e FS 145.30' L L 1 L F5 145.35 I/� FSt 011 PROTECT fXIS17NG PILASTERS IN PLACE _� _.� LLL LLLLL LLL LL h 1 2 IS 146.50 3 w (� { .� K ® PR - _ _ � IS 146.50 • L L L PROTECT EXISRNG PLANTER IN PLACE L L LL LLLLL R6 I 145.02 TW C L L L L L L LLL ' p+0 FS 1 D - L L Ic I FS 14535 IS 145.15 PROTECT EXISRNG SHED IN -PLACE LLLLL L L d FS 146.34' FS 146. ° ° - ° 97 "` L L 12 Ifxe 144 68 L _ TW 145.35 ©j PROTECT EXISRNG TREE IN PLACE LLLLLLL L LLLLL LLL D 10 7 L I f514535 LL D° 5 ° -,' hQ y0 3 0 N ' L L I 5 L FS 14535 © PROTECT EXISTING STAIRS IN -PLACE LLL LLLLL �' i - 5 0 e�' FS 146.35 Te Ho. ° 5 LL _ -- L W "jEwiF _LLLL L L FS LL LL1 3 ° o - 1�L 1g65 �\ I- 9 LLL LL W _..' L f © PROTECT EXISRNG FENCE IN -PLACE FS 146.20 FS 146.10 coKG 5 FS FS F FIG 146.00 D LLLITLL ' L Cfl L Lr ,LLLLL L L L L FS 146.18 FS 146.10 TG 146.34 1 2 p ° L L LL PAD 144.6 `lJ a O� ® PROTECT EXISRNG SO IN -PLACE L L L L ILL 3 IE 143.45 . !L O' D _. FS 146.50 IE 144.90 D L 1 2 ° L L L L L L L L L LL L L L L °L L L D D °° TG 1 .D TG 146.20 2 o �OL L 1 L 16 L ?,� ®PROTECT EXISTING GRAVEL IN -PLACE 14458 lE 144.77 5;a 1 1� 35 L L -U I L_ L L L L L L L L L L'I GI L L L LLL- L J� O D ° 1W 14625 o FS 35 5• L L L L ©PROTECT EXISTING WALL IN- PLACE. SEE SHEET 1 FOR STRUCTURAL DETAILS L LL LL �' L 1 L L���. LL: 1 4.56 LLL LL 14 FS 145.92 , 70 TG 146.00 5 -' .� r >AI D fS 14626 FS 146.43 • o . I 6 LL{ L i LL LLL 2 . �* . . ° ' •' ° ' D. g ., � FS 146.40 Q• � _ _. ,D LLL L L 2 QPROTECT EXISTING 8" PVC SENfR PIPE IN- PLACE. IE 143.10 ,�-• ° LLL LL • ID - .'?- ,D° y �f-. - • •' tti P :.. °D- ° © D> J/ "`L.I_L LLI LL .. _LL 0 ° ° e o ° ° , RAISED 10 y FS 146.43 FS 146.43 ILL la L L L L 2 MIN ®PRO TECT EXISTING SEVER LATERAL IN -PLACE LLLLFS 14390 6, ` 2 F`' L LL-L PLANTER Dp ,�/ lE JO ti FS 146.20 ° •'', 146.30 LL`LLLLL LLLLLLLLLLLLLL LLLLL LIL FS 14535 1 ®PEM fk Ac � N-ot4Cs mry LLLL F Q LLL LL 0 a _!. FS 146.2 D',° a ®148.08 1W 14825 / .2 10 . _ 4 C L1.. l� �s LL LLL. 19 14 LLLL f o FS'14622 LFS 145.15LLL LLIFL _LLLLLLL L s, - ES_146,2 ,. L =LL' L LLLLLLL 35 LL s I ✓r-(�J .. 1 LL L// FS 14� 'F 3l�tGt aoR F NiR E �L LLLL - TW 145.70 L_LI -LL C' ;. FS 1462 P 'M -_ ._.._.._ �� % °�° , ° 3 I� , �Z LLLL LL QS d _.°.. hL1 -L LL i L LL LL D 3 ° fS 146.30 FS 146.30 - .` a - t ei� _L 'L L FS 143.00 145.23 -L (iSS 'IE 143.38 CO' COD �D D Cs LL LLL LLLLLLLL L 5 4515 L LI- LLLLLLLLLLL LL 4 ° o � a.95 L � NEW MPROYE�IV15 LAWN c 1 , 10 R 10 IC : - LLL L L L L L L L L L IE I ❑ , PERMEABLE PAVERS ECO- STONE" BY UNI -GROUP USA OR APPROVED 144. NE L� LLLL L _; L s Tom\ FS 14592 FS 146.20 5 if 143.50 �_ L5 LL-L " LFS 145.35 -I-L- L L L LL LL LLLL EOUAL PER DETAIL 'C' AND CONSTRUCRON NOTE 15 3LLLLL L.- L., LL 10� LINE L '- T 4 soes _'L21 L LLLL 7G745Tfr I� ? TG 14585 D 2 TG 146.00 �D 130 a L LLLLLL L LLLLL 22 L`L o I a - 2 lE 144.22 3 TG 146.00 L L' D I ❑2 6'X16" CONCRETE RUSH CURB PERIMETER BAND FOR PERMEABLE PAVERS '' FS 14536_ FS 14592 - ?, IE 14328 1 3 r •, ; 2 LANDSCAPE AREA __ 8 l l D _ .. ��^ _ - .. _.. X FS 146.30 IE 145.06 LANDSCAPE AREA 2' MIN t � -FSr+ X G 146.00 _ .. - - -- - -� -� FS 145.30 ❑3 CONCRETE MASONRY RETAINING WALL PER SORSD C -5 i L 2 a 65) V ^ ,> r DIMITS • Q Ni LANDSCAPE AREA 2 - - - - - -- - LJ - h� 5 G J oL .. �. 1142.98 -J - _ -- IE 144.73 " -- 4 w -- _�_.� 14 /HE 144.55 6� } I - --"� r •- - J ® CONCRETE MASONRY RETAINING WALL PER SDRSD C -6 _� , - J , - , 14 ,@ 45.07 TVV 14 . �F'_ 6.3633 145.00 TW�145.Og F 142.66 FG TW 14 LES 4 535 2 00� ❑5 CONCRETE WALKWAY 4" PCC OVER 2" COARSE SAND PER SOILS ENGINEER - 3 MV6GN _ 1W 146.37 Z11 46 N15 05 07 746. 139.7 14241 � V 145.70 }q.FS_14300 HT. 5.23 SEE SHEET HT. 241 FS 142.60 3 -- ' FS 146.37 144.22 FG FG 142.10 139.65 FG 4 139.65 FG ' - 146.37 TW/FG HT 214' SEE SHEET i HL 6.68' HL 535 1 - i 4 S "NE ERN' FG 140.44 7ly 1437 iR5 ❑7 SWIMMING POOL, SPA AND BAJA PER SEPARATE PERMIT t r - � WATER FALL/ SLIDE PER SEPARATE PERMIT I I - r-_ SIN LETTER OF PERMISSION FOR ENCROACHMENT MAINTENANCE REMOVAL' DEEPENED 24'X24" CATCH BA - _ 7' OFFSTE GRADING BY PAUL AGREEMENT RECORDED MqY 29> 2016 CONCRETE EDG BY BR00 S TH ?vim ET %�1oR67�j1/floQ% TR£STER DATED 111512016 AS DO AS N0. 2016- d2533oy CNNSMUCAON NOTES P6X ft-rAA05" 1. A PRELIMINARY 777LE REPORT PREPARED BY NESiERN RESOURCES TITLE DATED FEBRUARY 4 2015 AS ORDER N0. 90367 WAS PROVIDED BY THE ONNER AND WAS REVIEWED FOR EXISTING ON -SITE EASEMENTS SAID REPORT REVEALED NO ON -SITE EASEMENTS 2 THE SURECT PROPERTY LIES N17HIN THE LEUCADIA WASTEWATER DISTRICT (LW) AND IS CURRENTLY SERVED BY LOD FOR SANITARY &FWER. 4. THE SUBJECT PROPERTY LIES WITHIN THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND IS CURRENILY SERVED BY OMND. 5 ALL ON -91E BMP AREA STORM DRAIN, AND DRAINAGE SWAYS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PRO°E TY OIMIER 6 WALL ELEVATIONS 9100 HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDA7IONS SOIL ENGINEER 91ALL DETERMINE FINAL WALL FOOTING ELEVATIONS. 7 ROOF DOWN9'OUiS SHALL BE DISCHARGED INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLLECTION IN70 THE PRIVATE STORM DRAIN SYSTEM 70 THE Sol TI97ACTIOV OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND DRAIN TOWARD BUILDING FOUNDATIONS 8. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SURECT PROPERTY SHALL BE INSTALLED UNDERGROUND, UNLESS THE CITY ENGINEER DETERMINES OTHERNiSE. 9. PRIOR TO C°NSTRUC770N THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL NDRK TO BE PERFORMED IFl THE PUBLIC RIGHT-OF-14A Y OF ORPHEUS AVENUE. 10. CONCRETE SIDEWALKS AND PATIOS SHALL NOT BE LESS THAN 4.' P. CC. REINFORCED NTH N0. 3 BARS AT 18 INCH ON CENTER, SLAB WALL BE UNDERLAIN BY MINIMUM 2- COURSE SAND BLANKET (SE. GREATER THAN 30) OVER DENSE COMPACTED SOCRADE COMPOSED OF NON EXPANSIVE OVULAR DLP097S IN THE UPPER 12 INCHES SEE SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS FROM THE ADJACENT PROPERTY OMER MUST BE OBTAINED AND SUBMITTED 70 THE CITY PRIOR 70 START OF ANY SUCH #WK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED 70 THE CITY IS GROUNDS FOR A STOP -PORK 70 BE ISSUED FOR THE PROECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. 12 A REGISTERED GEOiECHNICAL ENGINEER OR GEOLOGIST SIMLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPAC77ON AND STABILITY OF THE SIM 13. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR TEMPORARY ER09ONV CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRACTICES 15. PERMEABLE PAVERS CONSTRUCTED IN THE RIGHT OF WAY SHALL BE RAZED FOR A TRAFFIC INDEX OF 5.0 OR CAPABLE OF BEARING IMPOSED LOADS OF NOT LESS THAN 74000 POUNDS 16. ALL S7RUC711RES BUILT IN THE PUBLIC RIGHT OF WAY NOT CONSTRUCTED PER SAN DIEGO REGIONAL STANDARDS ARE TO BE PRIVATELY MAINTAINED. 3 3 i � t I ( FnoL.ISh wmo64q BERM I.S'D6E*GRIN Y'Ac, oVCSC 6 "CLASS n OA36 Gd{K• y PER KE7 NOTE 2O CHANGE NO. DESCRIPTION APPROVED DALE BENCHMARK g 044 VERTICAL BENCHMARK CITY OF ENCINITAS VERTICAL BENCHMARK ENC -20. A 25" BRASS DISC IN 7HE SOUTHNEST CORNER OF CONCRETE PEDESTAL FOR FIRE HIDRANT ON THE EAST SIDE OF RANCHO SANTA FE ROAD AND 100 FEET SOUTH OF R CAMINO DEL NOTTE. DAIIAW. NAND 88 ELEVATION.• 120.564 4' KEY FOR ANCHOR 24' MIN., U.N.O. - ANCHORS (TYR..) ?F LINED OPTION OVER REINFORCEMENT EXCEEDS 5X �6" III ^' 16" IIIIIII i I I (I III III III III 111= - IIMiI1 1I1 1�1_1 1 1�I III II 71 r-:,::,: I I I V I I I I I I NOTES' 1 1 1 1 1- MIN. 61 ' CRUSE i. PLACE 3 ANCHORS PER SQUARE YARD OF MAMMAL 2 FOR GRASS OR TURF OPTION, INSTALL LANDLOK iRV 450 TURF REINFORCEMENT MAT. TYPICAL DRAINAGE SWALE n NTS SCALE AS-BUILT 78 vc UMAMV I DB DB PLANS PREPARED UNDER SUPERV15ION OF SIGN DALE VINUNT L SAMPO ENGINEER OF WORK CONCRETE COLLAR \�\� ;'wi v16Cs67rITeMO `' PAVER PATIO MATCH {MTH EXISRNG PAVER TYPE FS 142.9 +hr1 jO ® ROMAN STYLE PILASTER 6' HIGH MAX. WTH SMOOTH S77JCCO • i� iii u,, . K 1427 ` - © PLANTER 18 PRIVATE 4" PVC ENGINEERED SOIL ����,� t. _ &, G 141.9- _ ����r STORM DRAIN 12 FIRE PIT 0018" TALL EL DORADO STONE VENEER SEE NOTE BELOW FQ 18" MIN (5DR -35 MIN) _ F9 A E _r= R f PRIVATE 4" PVC AO�S CMU RETAINING WALL SOLID WALL STORM PER SDRSD C -5 14 6' HIGH WOOD FENCE SET BACK A MINIMUM OF 2' FROM BACK OF DRAIN (SDR -35 MIN) 7ti 1 8.4 RETAINING WALL TO FRONT OF FENCE POC CONNECT NEW PRIVAiF 4" PVC J iQ DEEPENED CONCRETE EDGE STORM DRAIN TO EXISTING PRIVATE �9 12" MIN. 3/' CRUSHED ROCK PVC STORM DRAIN. CONTRACTOR TO os "SEE N07E BELOW 1® PAD FOR FUTURE CABANA VERIFY IE AND PROTECT IN -PLACE 4" PRIVATE PVC SUBDRAIN 17 GRAVEL DRIVEWAY NTH PERFORATED HOLES FACING DOW � WOOD FENCE LOCATED N17HIN 7HE FIRST 15 FEET OF THE PROPERTY. STEM WA TER I REA TMENT BASIN DETAIL I-! 1 FENCE SHALL NO HIGHER THAN 4.0" HIGH SOLID BUT MAY EXTEND 2' - K , HIGHER IF 507 O OPEN Is" NTS LJ CMU MASONRY FENCE NOT TO EXCEED 4.0' HIGH ISIOREiENRON 'ENGINEERED SOIL LAYER SHALL BE MINIMUM X DEEP SANDY LOAM SOIL MIX WITH NO MORE T co NW, Razo GARB &cxuTvvx PER SPM Cal HAN 59 CLA Y CONTENT. THE MIX SHALL CONTAIN 50 -609 SAND, 20 -JOX COMPOST OR HARDWOOD MULCH, AND 20 -30X TOPSOIL. STORM DRAIN/WATER OVAUTY T YFl (1400#FIED e 45,1 WA ABILITY RU H E B OCN LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INRL iRA77ON AND STORAGE PRIVATE 12'X12" CATCH BASIN N91H �AFFICI 16 BY BROOKS" OR APPROVED EQUAL PLAN 2Q PRI VATE 4" SEED -D CATCH BASIN OR APPROVED EQUAL CONCRETE CURB AND CONTROL JOINTS 0 15' OC PAVERS TO BE FLUSH NTH OR LOWER THAN CURB 3Q PRIVATE 4" DIA PVC STORM DRAIN (5DR -35 MIN) UNI ECO -STONE PAVER 3 1 8 80 MM)_ WTH •I/" UN LONG17ZIDINAL VOID. PROWOE i MIN L GITUDII�AL ® BIO- INFlLTRA710N BASIN 156 SF MIN. FOR BMPS PER DETAIL 'B' SLOPE. CONSTRUCT SF MANUFACTURES SPECIFICATIONS 0 PRIVATE 4" DIA PVC SUBDRAIN SDR -35 MIN AT 0.5X MIN SLOPE BEDDING COURSE - 2" ]NICK OF ( J i/8" TO 318" (N0. 8) AGGREGATE / 8" / 6 PRIVATE 12 "x12" CATCH BASIN BY BROOKS' OR APPROVED EQUAL CHOKER COURSE - 4" THICK OF VOID FILLER - 1 TO 3 8" 318" TO 112" (NO. 57) CRUSHED ROCK (N0. 8) AGGREGATE IN VOIDS PRIVATE 24" X 24" CATCH BY `BROOKS" OR APPROVED EQUAL VOID FILLER - 1/8" TO 3 /B" (N0. 8) AGGREGA /N V D PAVER PATTERN. RUNNING BOND 101/8" NOTES MIN. 1. THE DRIVEWAY CROSS SECTION SHOO MAY VARY DEPENDING ON SOIL ° 6 MIN. ENGINEER R -VALUE TESTS TO BE CONDUCTED PRIOR TO CONSTRUCTION. -� 2 THICKNESS OF AGGREGATE BASE NHLL VARY WITH SUBGRADE CONDITIONS AND - CLIMATE. TO BE DETERMINED BY SOILS ENGINEER. 3. ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SET, 90X COMPACTED SUBGRADE ETC.) 4. THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED SEACH COURSE STALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT PRIVATE 4 PERFORATED PVC OR-35 6 MIN SUBDRAIN LAYfD A 65Z SX MIN. 6.OP CRSE 6' - M IN. NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED Z M 7 SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL PAVER DETAIL WITH CONCRETE EDGES NTS M 0 5 10 20 ENGINEERING DIVISIONAPPROVALS V5 RECOMMENDED: » APPRO GRADING PLAN FOR: DATE: S !b %!6 1,00\ , M J--- MA9H mAmm GLENN PRUIM R.C.E. NO.: 44173 PUBLIC NORKS DIRECTOR EXP. 6/30/17 F/ 2 s / 1 6 S•-2 V-4 DATE DAZE CASE N0: 15 -317 ADR CITYOFENCINITAS - PUBLIC WORKS DEPARTMENT 2JO6 9TH STREET COLLINS RESIDENCE APN.• 265- 355 -34 NO. 441/3 - g� V D6 -30 -17 Z CIVIL Z ��� OF w h CA��F� w z z wZ DRAWING NO, d MOM SHEET20F4 rfr% '7 , L Fr 'f a r 1 - 1 it �l —t � rr T C QA f / tt tt F r f� IJV t < F _ ---r- '4720 TEMPORARY VELOCITY ,:: CHECK DAM PER DETAIL_ s . , 4, C AND CAS A O STANDARD STAND Sf 4 1 ;�' I � ,„ TEMPORARY GRAVELBAG INLET `� _ <� t ` PROTECTION PER DETAIL H k r •; l ice? S u ;ti T L r' CA rb SQ A DETAIL SE 10 f S � t Y i • a s - r _ S I_I L - Os -- - TEMPORARY SLIT FENCE I O L. -1 LJ l N15' 06' 30 E -. rx_ _ 241.90' - - --� x i ` r,. IW ,. „ J ;, , � �'tti TEMPORARY (,WAVELBAG INLET FS - PROTECTION PER DETAIL N' _ r. � ] EMPORARY GRAVELBAG INLET x , �, � CASQA DETAIL SE' -10 "' 1 r rNLt z +.vu - AIL H , � PER DETAIL r °( a a+ PR01E e S 146.09" CASQA DETAIL -10 ox IEMPORARY OWAVELBAG INLET !fi;! , fit _s PROTECTION PER DETAIL 9H & _ =4 CASQA DETAIL 5E-10 1"i t ; ORARY SILT FENCE TEMP t / ,A I PER DETAIL I AND i \ DETAIL SE I -" ,,_ , + -- •" �. CAS OA c_> J {� .1., 74621j {S 146 ''- '`-t�. IL PER DETAIL I AND t- C O CASQA DETAIL T-1 'X - L L 1_ ' TEMPORARY VELOCITY 4,11 � "I4 i ; t 5 73 I } rn CHECK DAM PER DETAIL I i \ L I 'G' AND CASQA � M f j STANDARD SE -4 \ R — 1" r , . l PAPS - l ; 46,.50 ° , - - _ t � I 40 t q I TEMPORARY GRAVELBAG INLET > PRO ASOON �IDEAI �0 ' & TEMPORARY STABILIZED " CONSTRUCTION ENTRANCE PER DETAIL F AND CASQA 4;I DETAIL TC -i `_ 2 F I \ d V r s 9> ln�. \ V �*i RarsEC — i TEMPORARY VELOCITY �. n a , I t. ti CHECK DAM PER DETAIL 4 AG INLET fir, _ . , ARY GRAVEIB iEMPCR �--- 1 , 1 �. - — ; --G AND CASOA 4 STANDARD SE-4 PROTECTION PER DETAIL H' h CASQA DETAIL 5E-10 31 Jr 14, I5 1 a P- t O , II TEMPORARY GRAVELBAG INLET c, ; - tF _, -. E DETAIL H k L + , PROIECTON PER Z r � > -c C 4.1 10 +e r� CAS OA DETAIL SF 914 7 `;` �,, � a /;,,G 14,.35 ' '.�` �1c� '--' -- -_. --- i %— _.---,.. d –^ {;t 7a '4'�.Jo_ � +�,Ir ;i If I4 3 001 VJ FS 146. i C 7,�G� y- S t� L— $ , s , •n � \ K r , t i TEMPORARY GRAV£IBAG INLET I - I .. 44 , -� i �V .. �. v_ 01ECTOV PER DETAIL W& PAD 14. O CAD �-- -- 4651) tE 144.90 , CASQA DETAIL SE-10 ; 4�,:::„_ J r TEMPORARY SILT FENCE •••_' S 1 AND PER DETAIL CASQA DETAIL SE -1 i s � f FS 4.,., r1 -- r�.q- -.' O- S 14,' i { v - IEMPORARY GRAELBAG INLET `�IL_0 _rL p ++ � I-PROIECIION a I -CASQA DETAIL SE-10 _ TEMPORARY GRAVRBAG INLET - PR0IECROV PER DETAIL Y& 4 ' r CASQA DETAIL 5E -10 P Y - 2..3 TEMPORARY SLIT FENCE PER DETAIL i' AND CASQA DETAIL SE-1 — -- /3� 4250__ _. v - _ v to It' RISER ; — — - _�- OUtcE7 d, I _ SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG N0. 7C -1 FOR ADDITIONAL INFORMAPON TEMPORARY SLIT FENCE `PER DETAIL `G' AND CASQA DETAIL SE -i CRUSHED AGGREGAiE GREATER THAN 3'A BUT LRl THAN 6! MIN. FABRIC EXISTING GRADE Len . . MATCH EXISTING GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE. • GRADING INSPECTOR y MAY ALLOW CORRUGATED STEEL PANELS ONLY INypUj #WAT 6 OPENING FOR DRAINVAGE Offal W 2 BAGS HIGH (TYR.) WHERE NECESSARY �anlrt�ra s °w D�RE��ON TYPICAL VELOCITY CHECK DAM UIXYd;TiiiD,�9 N0 SCALE I SEE CALIFORNIA STORMWATER QUALITY ASSOL.YARON (CASQA) STANDARD DNG N0. &�- 4 FOR ADDIRONAL INFORMATION IV FABRIC GRAVEL BAGS STAGGERED (T)P.) NO SCALE APPROVED I DATE 0 5 10 20 4' PVC PIPE FOR DRAINAGE DEPENDING ON RELD CONDITIONS TYPICAL INLET PROTECTION BENCHMARK VERTICAL BENCHMARK CITY OF ENCINITAS VERTICAL BENCHMARK ENC -20. A 25" BRASS DISC IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL FOR RRE HYDRANT ON THE EAST SiOE OF RANCHO SANTA FE ROAD AND 100 fEET SOUTH OF E7 CAMINO DEL NORiE. DATUM. NAND 88 ELEVAPON.• 120.564 SCALE 1' =10' N15' 05' 07T 242.00 TEMPORARY SLIT FENCE PER DETAIL 'I' AND , CASQA DETAIL SE i 'I "w BA51N N01E BIORETENRON BASINS SHALL BE EXCAVATED AND USED AS DESIL RNG BASINS DURING CONSTRUCPON THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENPON BASINS COMPLETED ONCE RNAL SITE STABILIZARON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR RNAL. SEE CALIFORNIA STORMWAiER QUALITY ASSOCIARON (CASQA) STANDARD DWG N0. SE-10 FOR ADDITIONAL INFORMATION NOVEN FABRIC GRAVELBAG H AS BUX T 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS J. ATTACH THE FILTER FABRIC TO THE WiRE FENCE AND EXTEND IT INTO THE TRENCH. . 'gr 7111>iu�l������� �I 11 =,i1 NOTE.• ALTERNATIVE SL F FENCE CONSTRUCTION MAY BE USED IF RRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SIL T FENCE NO SCALE PLANS PREPARED UNDER SUPERVISION OF SIGN DALE NNCEN 04 .'y ENGINEER OF NORK DATE: 6116116 R.C.E. NO.: 44173 EXP, B/30h7 2. STAPLE WiRE FENCING NO TO SCALE THE POSTS 4 IN (10 CM) 4. BACKFTLL AND COMPACT THE EXCAVATED SOIL. FLiER FABRIC SFE CALIFORNIA STORMWAiER QUALITY ASSOCIATION (CASQA) STANDARD DNG NO. SE-1 FOR ADDIPONAL INFORMATION OUVENHA/N MUNICIPAL WATER DISTRICT Ill L POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE Nl 1H THE DETAILS AND MATERIALS AS 9DECIRED IN THE MOST RECENT EDITION OF THE OUVENHA/N MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIRCATTONS AND DRAINNGS FOR THE CONSTRUCTION OF WATER MAINS AND FACTl INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THEY PLANS CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIRCAPOVS ON THE JOB SITE AT ALL TIMES 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS REQU IY0 BY THE STANDARD SPECIFiCARONS ARE TO BE ACCOMPUSHED PRIOR TO THE PRE - CONSTRUCTION MEETING NTH THE DISTRICT'S INSPECT J. UNLESS ORHETRNSE' NOMD CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBIECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE N071RED )ND NEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE NTH DSTRICT ALL ARRANGEMENTS FOR HIGIH -LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS NO SHUTDOWNS MLL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WN CALJOSTHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSiRUCBOI! 6. NO WORK MAY BEGIN OR PROCEED WTHOUT DIRECRON OF DISiRCTD INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARIMEIVT 48 HOURS PRIOR TO THE BEGINNING OF NORK TO ARRANGE FOR INSPECTION OF THE PROECT. 7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERMCE UTLIRES LOCATED PRIOR TO CONSTRUCPOV. THiS CALL MLL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. ( DIG ALERT PHONE. 800 - 227 -2600 ) B ALL EXISTING FACTURES WHICH MAY AFFECT PROILECT CONSTRUCTION if. LINE CROSSINGS, LINE PARALLELINQ OR PROPOSED CONNEC71ONS SHALL BE RELD VERIRED BEFORE ANY CONSiRUCRON BEGINS 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIRCA ROWS THE APPROPRIATE BURIED UTILITY WARNING AND IDENRRCAPON TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SIHONII ON )HE WATER MAIN PROFILE TOP OF PIPE PRO)l IS 48- INCHES BELOW CENTERLINE OF KNISH GRADE OF STREET. il. ALL DEFLECTIONS HORIZONTAL AND WERRCA ( L) MALL Ef MADE BY USE OF JIXNT COUPLINGS ►NTH 4' MAXIMUM DETLECRON PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFS AT ALL LOW POINTS IN THE WATER MAIN PROTILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS NITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERINSE APPROVED BY DISTRICTS REPRESENTATIVE FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW OFF WHEN LOCATED AT OR NEAR HIGH OR LOW PONS AS APPROVED BY THE DISTRICT'S REPRESFNFARVE 13. INSTALL A MINIMUM i -INCH WATER SERVICE TO EACH LOT MEiER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -INCH H16H LETTER 'W' SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS It METER BOXES SHALL NOT BE PLACED WTHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15 ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESTDENPAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENRON DEVICE ON CUSTOMER'S SIDE O' WATER METER. 16. CONIRACIOR SHALL TE OFF ALL VALVE LOCA PONS AND PROVIDE NRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON /NSTALLAPON OF VALVES 17 LINE VALVES WHERE REQUIRED AT STREET INiERSECRONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. RRE HYDRANTS AS APPROVED BY THE APPROPRIAiF RRE DISTRICT AND MEERNG THE DISTRICTS STANDARD Sl 17601lS ARE TO BE INSTALLED AT LOCA TONS SPECIRED BY THE RRE DISTRICT 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENFARVE IN WRIThVG PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CIIANC� 20 THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE NTH THE PROCEDURES IN THE OMND STANDARD SPECIRCARONS NE CLASS OF PIPE SHALL BE USFD AS IHE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WTH SFCTON 15041 OF )HE CURD STANDARD SPECJRCARONS PRIOR TO RE -IN OR CONNECTION TO EXISPNO SYSTEM FACILITIES BACTERIOLOGIC QUALITY ]EST RESULTS SHALL CONFORM TO THE CRITERIA 5PECIRED IN THAT SPECll RON. 22 CONTRACT RECORD DRANINGS MUST BE SUBMITTED PRIOR TO ANAL ACCEPTANCE OF NORK. THE PLANS MUST PROVDE POST CONSTRUCTION VERTICAPON OF THE LOCA TON AND ELEVATON OF PIPES AND APPURTENANCES 2,T CONTRACTOR SHALL GUARANTEE ALL NWK FOR A PERIOD OF ONE N YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROECL CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER NTH ANY OTHER PORK IN11CH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DETECNVE IN NWKMANSTHIP AND /OR MAIERIALS iNI HIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE 1NTHOUT EXPENSE WHATSOEVER FO THE DISTRICT, ORDINARY NEAR AND )EAR, UNUSUAL ABUSE OR NEGLECT EXCEPiED. 24. ALL IRRIGATION METERS SMALL BE SERVED WiTH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED RTRNGS AND VALVES SHALL BE WAX TAPE NAPPED IN ACCORDANCE N I H OAHND STANDARD SPECIRCARONS ENGINEERINGDIVISIONAPPROVALS CITY OFENCINITAS -PUBLIC WORKS DEPARTMENT -In RECOMMENDED :__40 APPRO EROSION CONTROL PLAN FOR: �1�-- 2306 9TH STREET MA NH MAH& PUBLIC WORKS DIRECTOR COLLINS RESIDENCE S 2 5116 S/27//A DATE DATE ' CASE N0: 15 -317 ADR APN.• 265 - 355 -34 DRAWING NO, MOM SHEET30FA ,O CJ' STRICT /� v l g �• IER AND CHANNELIZE RUNOFF I DEWCE A 05 d, I•• I MATCH EXISTING GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE. • GRADING INSPECTOR y MAY ALLOW CORRUGATED STEEL PANELS ONLY INypUj #WAT 6 OPENING FOR DRAINVAGE Offal W 2 BAGS HIGH (TYR.) WHERE NECESSARY �anlrt�ra s °w D�RE��ON TYPICAL VELOCITY CHECK DAM UIXYd;TiiiD,�9 N0 SCALE I SEE CALIFORNIA STORMWATER QUALITY ASSOL.YARON (CASQA) STANDARD DNG N0. &�- 4 FOR ADDIRONAL INFORMATION IV FABRIC GRAVEL BAGS STAGGERED (T)P.) NO SCALE APPROVED I DATE 0 5 10 20 4' PVC PIPE FOR DRAINAGE DEPENDING ON RELD CONDITIONS TYPICAL INLET PROTECTION BENCHMARK VERTICAL BENCHMARK CITY OF ENCINITAS VERTICAL BENCHMARK ENC -20. A 25" BRASS DISC IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL FOR RRE HYDRANT ON THE EAST SiOE OF RANCHO SANTA FE ROAD AND 100 fEET SOUTH OF E7 CAMINO DEL NORiE. DATUM. NAND 88 ELEVAPON.• 120.564 SCALE 1' =10' N15' 05' 07T 242.00 TEMPORARY SLIT FENCE PER DETAIL 'I' AND , CASQA DETAIL SE i 'I "w BA51N N01E BIORETENRON BASINS SHALL BE EXCAVATED AND USED AS DESIL RNG BASINS DURING CONSTRUCPON THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENPON BASINS COMPLETED ONCE RNAL SITE STABILIZARON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR RNAL. SEE CALIFORNIA STORMWAiER QUALITY ASSOCIARON (CASQA) STANDARD DWG N0. SE-10 FOR ADDITIONAL INFORMATION NOVEN FABRIC GRAVELBAG H AS BUX T 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS J. ATTACH THE FILTER FABRIC TO THE WiRE FENCE AND EXTEND IT INTO THE TRENCH. . 'gr 7111>iu�l������� �I 11 =,i1 NOTE.• ALTERNATIVE SL F FENCE CONSTRUCTION MAY BE USED IF RRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SIL T FENCE NO SCALE PLANS PREPARED UNDER SUPERVISION OF SIGN DALE NNCEN 04 .'y ENGINEER OF NORK DATE: 6116116 R.C.E. NO.: 44173 EXP, B/30h7 2. STAPLE WiRE FENCING NO TO SCALE THE POSTS 4 IN (10 CM) 4. BACKFTLL AND COMPACT THE EXCAVATED SOIL. FLiER FABRIC SFE CALIFORNIA STORMWAiER QUALITY ASSOCIATION (CASQA) STANDARD DNG NO. SE-1 FOR ADDIPONAL INFORMATION OUVENHA/N MUNICIPAL WATER DISTRICT Ill L POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE Nl 1H THE DETAILS AND MATERIALS AS 9DECIRED IN THE MOST RECENT EDITION OF THE OUVENHA/N MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIRCATTONS AND DRAINNGS FOR THE CONSTRUCTION OF WATER MAINS AND FACTl INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THEY PLANS CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIRCAPOVS ON THE JOB SITE AT ALL TIMES 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS REQU IY0 BY THE STANDARD SPECIFiCARONS ARE TO BE ACCOMPUSHED PRIOR TO THE PRE - CONSTRUCTION MEETING NTH THE DISTRICT'S INSPECT J. UNLESS ORHETRNSE' NOMD CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBIECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE N071RED )ND NEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE NTH DSTRICT ALL ARRANGEMENTS FOR HIGIH -LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS NO SHUTDOWNS MLL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WN CALJOSTHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSiRUCBOI! 6. NO WORK MAY BEGIN OR PROCEED WTHOUT DIRECRON OF DISiRCTD INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARIMEIVT 48 HOURS PRIOR TO THE BEGINNING OF NORK TO ARRANGE FOR INSPECTION OF THE PROECT. 7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERMCE UTLIRES LOCATED PRIOR TO CONSTRUCPOV. THiS CALL MLL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. ( DIG ALERT PHONE. 800 - 227 -2600 ) B ALL EXISTING FACTURES WHICH MAY AFFECT PROILECT CONSTRUCTION if. LINE CROSSINGS, LINE PARALLELINQ OR PROPOSED CONNEC71ONS SHALL BE RELD VERIRED BEFORE ANY CONSiRUCRON BEGINS 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIRCA ROWS THE APPROPRIATE BURIED UTILITY WARNING AND IDENRRCAPON TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SIHONII ON )HE WATER MAIN PROFILE TOP OF PIPE PRO)l IS 48- INCHES BELOW CENTERLINE OF KNISH GRADE OF STREET. il. ALL DEFLECTIONS HORIZONTAL AND WERRCA ( L) MALL Ef MADE BY USE OF JIXNT COUPLINGS ►NTH 4' MAXIMUM DETLECRON PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFS AT ALL LOW POINTS IN THE WATER MAIN PROTILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS NITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERINSE APPROVED BY DISTRICTS REPRESENTATIVE FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW OFF WHEN LOCATED AT OR NEAR HIGH OR LOW PONS AS APPROVED BY THE DISTRICT'S REPRESFNFARVE 13. INSTALL A MINIMUM i -INCH WATER SERVICE TO EACH LOT MEiER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -INCH H16H LETTER 'W' SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS It METER BOXES SHALL NOT BE PLACED WTHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15 ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESTDENPAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENRON DEVICE ON CUSTOMER'S SIDE O' WATER METER. 16. CONIRACIOR SHALL TE OFF ALL VALVE LOCA PONS AND PROVIDE NRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON /NSTALLAPON OF VALVES 17 LINE VALVES WHERE REQUIRED AT STREET INiERSECRONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. RRE HYDRANTS AS APPROVED BY THE APPROPRIAiF RRE DISTRICT AND MEERNG THE DISTRICTS STANDARD Sl 17601lS ARE TO BE INSTALLED AT LOCA TONS SPECIRED BY THE RRE DISTRICT 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENFARVE IN WRIThVG PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CIIANC� 20 THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE NTH THE PROCEDURES IN THE OMND STANDARD SPECIRCARONS NE CLASS OF PIPE SHALL BE USFD AS IHE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WTH SFCTON 15041 OF )HE CURD STANDARD SPECJRCARONS PRIOR TO RE -IN OR CONNECTION TO EXISPNO SYSTEM FACILITIES BACTERIOLOGIC QUALITY ]EST RESULTS SHALL CONFORM TO THE CRITERIA 5PECIRED IN THAT SPECll RON. 22 CONTRACT RECORD DRANINGS MUST BE SUBMITTED PRIOR TO ANAL ACCEPTANCE OF NORK. THE PLANS MUST PROVDE POST CONSTRUCTION VERTICAPON OF THE LOCA TON AND ELEVATON OF PIPES AND APPURTENANCES 2,T CONTRACTOR SHALL GUARANTEE ALL NWK FOR A PERIOD OF ONE N YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROECL CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER NTH ANY OTHER PORK IN11CH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DETECNVE IN NWKMANSTHIP AND /OR MAIERIALS iNI HIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE 1NTHOUT EXPENSE WHATSOEVER FO THE DISTRICT, ORDINARY NEAR AND )EAR, UNUSUAL ABUSE OR NEGLECT EXCEPiED. 24. ALL IRRIGATION METERS SMALL BE SERVED WiTH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED RTRNGS AND VALVES SHALL BE WAX TAPE NAPPED IN ACCORDANCE N I H OAHND STANDARD SPECIRCARONS ENGINEERINGDIVISIONAPPROVALS CITY OFENCINITAS -PUBLIC WORKS DEPARTMENT -In RECOMMENDED :__40 APPRO EROSION CONTROL PLAN FOR: �1�-- 2306 9TH STREET MA NH MAH& PUBLIC WORKS DIRECTOR COLLINS RESIDENCE S 2 5116 S/27//A DATE DATE ' CASE N0: 15 -317 ADR APN.• 265 - 355 -34 DRAWING NO, MOM SHEET30FA