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2019-14164 G (Plans) (2)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER m OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1. IN CASE EMERGENCYWORK/S REQUIRED, CONTACT JAKE SCHULZ AT (760) 621-8751,24 HOURS A DAY. 204 J STREET HOLDING LLC m CONCRETE WASHOUT 8202ND STREET p O PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES, IT IS THE 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER i TO APRIL CONTRACTOR SHALL ESTABLISHAND USEAN ADEQUATELY SIZED CONCRETE ENCINITAS, CA 92024 m �'r SITE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE /S. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE m m 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION p � OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. DRAINAGE NOTE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THEAPPROVAL OF THE ENGINEERING INSPECTOR. PERMiTEE i E J ST CONSTRUC7IONSI7EACCESS ASP CAPITAL, LLC WEST A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL 8202ND STREET ° 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 70 THE SATISFACTION OF THE CITY ENGINEER AFTER ENCINITAS CA 92024 ro NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES INCLUDE USING MATERIAL SUCHAS 3" CRUSHED ROCKAND /OR CORRUGATED STEEL PANELS/PLATES. FORA MINIMUM OF 5 FEETAT 2 PERCENT AND BE CONVEYED TO ANAPPROVED DRAINAGE FACILITY. EACH RUN -OFF PRODUCING RAINFALL. Z p 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN CONSTRUCTION VEHICLES ,,y UTILITY NOTE INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND SITE ADDRESS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE 204 -206 J STREET PACIFIC W K ST ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. UNSAFE OR ARE POTENTIALLY UNSAFE. ENCINITAS, CA 92024 OCEAN EROSION CONTROL APN: 258 - 293 -09-00 7. ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY GENERAL NOTES 8. GRAEDAREASAROUND THE PROJECT PERIMETER MUST DRAINAWAYFROM THE FACE OFSLOPEAT THE CONCLUSION OF EACH WORK DAY. NOEXCA TiONANDGRADINGACTIVITIESAREALLOWEDDURINGWETWEATHERDEQUAT€ GROUNDCOVERVEGETATION ,ANDBONDEDF /BERMATRIX ViCIN17YMAP DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST LEGAL DESCRIPTION NITS 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES. THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). S/LTAND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY CHANGES OR REVISIONS THEREFROM SHALL BEAPPROED BY THE CITY ENGINEER PRIOR TOANY REQUEST FOR INSPECTION. REMOVAL OFTHE NATURAL GROUND COVER. DO NOT REMOVETREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. LOT 8 IN BLOCK 15, MAP OF ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. 2 THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED TWO STORY MIXED USE BUILDING COMMERCIAL EROS/ONSHALL BEPREENTED BYPLANTING FAST- GROMNGANNUALAND PERENNIAL GRASSES TO SH/ELDAND BIND THE SOIL. AND RESIDENTIAL, 204 WEST J STREET, ENCINITAS, CALIFORNIA" PREPARED BY COAST GEOTECHN/CAL, DATED OCTOBER 15, 2007, W.O. # STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT EGETATiONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND GRADING ACTIVITIESARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. CERTIFICATE P-519037, AND UPDATE REPORT TITLED "GEOTECHNICAL UPDATE, PROPOSED MIXED USE DEVELOPMENT, 204 WEST J STREET, ENCINITAS, OWNER'S r CALIFORNIA, PREPARED BY HETHERINGTON ENGINEERING, INC., DATED MARCH 1, 2019 SHALL BE CONSIDEREDAS A PART OF THIS GRADING 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL PLAN. ALL GRADING SHALL BE DONE INACCORDANCE NTH THE RECOMMENDATIONSAND SPECIFICATIONS CONTAINED IN SAID REPORT DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND10R INTO THE PUBLIC STORM ONSITE CONSTRUCTION MATERIAL STORAGE DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS i (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND 3. SEPARATEAPPROVALSAND PERMITS FORANY CONSTRUCTION NTHIN PUBLIC RIGHT- OF -WRYOR EASEMENTS SHALL BE REQUIRED IN MER£ THEYWILLSTAYDRYOUTOFTHERAIN. CONTRACTORSHALLPROVIDESECONDARYCONTAiNMENTFORALLFUELSTOREDON -SITEELIMINATEOR ADVISE ON THE COMPACTION AND STABILITYOF THE SITE. CONJUNCTION NTH IMPROVEMENT PLANS. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. CITY STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND 1(WE) HEREBYAGREE TO INDEMNIFY, DEFEND, AND HOLD CET Y AND CITYS OFFICERS OFFICIALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. THE PERIMETER ATALL TIMES. AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPAMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPAMP SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING FACILITYAND /OR THE TURFMNDSCAPEDAREAS, TRAINING DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHINTHE PRIVATE PROPERTY OR PUBLIC EASEMENTS . OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN AND THEPRIME CONTRACTOR MUSTINFORMSUBCONTRACTORSABOUTSTORMWATERREQUIREMENTSAND THEIR OWN RESPONSIBILITIES. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE DISCHARGESTOANADEQUATEIMP /BMP. SIGNATURE., DATE: RE- ESTABLISHEDAND REPLACED BYAREGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. WASTE MANAGEMENT 5 DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPBMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND U41NTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE DESIGNED TO COLLECT RUNOFFAND DISCHARGE ITTOANADEQUATEIMP /BMP. WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED . PRINT NAME MICHAELPERSALL FOR CONFORMING TT ALL LOCAL, STATEAND FEDERAL SAFETYAND HEALTH STANDARDS, LAWSAND REGULATIONS. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE 6. ALL STORMWATER IMPBMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 730A.M. NOR ON SATURDAYS, SUNDAYSAND CITY RECOGNIZED HOLIDAYS. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A TRASH MATERIAL. STATEMENT OF ENGINEER OF WORK SEPARATE ENGINEERING PERMIT BEOBTAINED. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE NTH THE FOLLOWING CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OFAS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STANDARDS AND PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOIL SENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE-CONSTRUCTION & ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WTH STORM WATER BEST MANAGEMENT PRACTICE INFORMATION ONLANDFiLLSANDTO ORDER DUMPSTERS CALL EDCOAT (760)436-4151. PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH MEETING SHALL BE SCHEDULED NTH THE CITYAT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLESAROUND THE SITE THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE MTHIN THIS PROJECT THE IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA, THE CONTAINMENTAND LOCATE PORTABLE TOILETSAWAYFROM STORMORA /N INLETS ON PERVIOUS SURFACES. ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER BERM CAN BE CONSTRUCTED WiDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER iN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEANUP DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY SHALL COMPLY MTHALL CONDITIONSAND REQUIREMENTS THE CITYENGINEER MAYIMPOSE NTH REGARDS TO THE HAULING OPERATION. MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A MATERIAL THAT MAYHAVE TRAVELED AWAY FROM CONSTRUCTION SITE AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY /NJURYAR /SING SOLELY FROM CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURESAND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING A4THIN THE COURSE AND SCOPE OF SUCH 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL SYSTEM. ASEPARATE BUILDING PERMIT MAYBE REQUIRED FOR THIS STRUCTURE. OF ENCINITAS AT (760) 633 -2770. AGENCYAND EMPLOYMENTAND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. RELEASE OF SECURITY, AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO 14164 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED SAN DIEGUITO WATER DISTRICT NOTES NOTIFICATIONS PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING SIGNATURE: OPERATION. L G LAWSON 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND WATER AGENCIES' STANDARDS COMMITTEE (WASC). AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE DATE TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OP GRADING OPERATIONS HE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR SHALL STATE THAT OBSERVATIONS AND NESTS WERE MADE F HIM LL UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION ASTO THE ACCURACY OF, THELOCATION ERIFICATIONAND LOCATION OFUTI LITIESAND NOTIFICATION OF COMMENCEMENT OFWORK, PASCO,LARET,SUITER &ASSOCIATES EMBANKM€NTSAND EXCAVATIONSAREACCEPTABLE FOR THEIR INTENDED USE. OF OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 535 N. HWY 101, SUITEA, A. SEWERS - ENCINITAS SANITARY DISTRICT - (760) 633 -2770 SOLANA BEACH, CA 92075 CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT POND/NG OF 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE B. GAS & ELECTRIC - SDGE- (760) 438 -6200 PH: (858) 259 -8212 13. THE C WATER. O SHALL CONTROL SURFACE WATER AND AVOID DAMAGE A ADJOINING PROPERTIES OR FINISHED G A WORK ON THE SITE AND FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING MTHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 PLANS. ELECTRICALAND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT D. TELEPHONE - SBC BELL - (760) 489 -3411 SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. E CABLE TV -COX COMMUNICATIONS - (760) 806 -9809 X -2233 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER 2. CONTRACTOR SHALL NOTIFY THE C/TYENGINEER'S OFFICE 48 HOURSPRIORTOBEGINNINGANYWORKONTHISPROJECT. PHONE: (760)- 633 -2770. SOILS ENGINEER'S CERTIFICATE SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. iF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FiRM NATURAL GROUND. THE STANDARDSAT THE OWNER'S EXPENSE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE.' (760) 633 -2770. AL WORK PERFORMED WITHOUT BENEFIT OF 1, MARK D. HETHERINGTON A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS iN THE FIELD OF APPLIED SOIL EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE INSPECTION WILL BE SUBJECT TO REJECTIONAND REMOVAL. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT MTHIN THiS SITE WAS MADE BY ME OR UNDER MY CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATERAND COMPACT THE FILL IN STRICTACCORDANCE NTH SPECIFICATIONS. 5 UTILITIES TO MAINTAIN MINIMUM 5- FOOTSE PARATION WHEN PARALLELING WATER SERVICES. DIRECTION ON 10 -13 -07 AND FOR AN UPDATE ON 3 -1 -19. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTSAND SAN DIEGO GAS AND ELECTRIC VAULTS. CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK SHEET INDEX SPECIFICATIONS. AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR 1. TITLE SHEET EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL 7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF 2, GRADING PLAN 5' LOPESSHALL BE ROUNDED INACCORDANCE NTH THE GRADING ORDINANCE THE PARCEL THEYARE SERVING. 3. SECTIONS &DETAILS SIGNED: 4. EROSION CONTROL PLAN OARKD. H R G 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE POTABLE WATER SYSTEM EFFECTIVE JANUARY i, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FiLL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER NO -LEAD BRASS PARTS. RCE/CEG NO.: 30488/397 pfESSLON PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. pQ TH��i� 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED NTH CATHODIC PROTECTION IN ACCORDANCE EXP. DATE: 331 -20 17. THE REMOVAL OFANYAND ALL CITY TREES SHALL BE CONSISTENT NTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES WITH WC -17 ORWC -18. ��¢ �gO39 z LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND 87861 SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, EXCAVATION, OR W.O. #. Exp. Date DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR NTHIN THE CiTY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A HETHERINGTON ENGINEERING, INC. rTO ECHN,G @� TREE TO THE OUT:RMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED 70 BE HET HERINGT O N ENGINEERING, REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN iF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE IMPERVIOUS AREA (ONSITE) 5365AV NI A NCI NAS DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. IMPERVIOUSARFA PRIOR TO CONSTRUCTION: 31379 SQFT 18, IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY IMPERVIOUS AREA AFTER CONSTRUCTION: 3,635 SOFT PH: (760) 931 -1917 THE EARTHWORK DATA PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO INCREASE IN IMPERVIOUSAREA: 256 SOFT BMP PROJECT STATUS ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT IMPERVIOUSARFAREPLACED. 0 SQFT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 20 H : 1 V SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) - MAXIMUM VERTICAL DEPTH OF CUT= 0.8' SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT MAXIMUM VERTICAL DEPTH OF FILL = 0.9' QROF ESS ION SERVICES DIRECTOR MUST CONCUR NTHOTHE EVALUATION LAPROCEDURES AND ANY NECESSARY NEC SSARY COMMUNITY THE RECOVERY VERY SERVICES BEFORE GRADING IMPERVIOUS AREA (OFFSITE) CUT = 30 CY FILL = 70 CY �0 CEP G L4 ACTIVITIESAREALLOWED TO RESUME. IMPORT = 40 CY REMEDIAL = 500 CY Cl) IMPERVIOUSAREA PRIOR TO CONSTRUCTION: 1,975 SQFT _ Z IMPERVIOUS AREA AFTER CONSTRUCTION: 1,975 SQFT w No. 80356 m pASCO LARET SUITER 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, iF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE Exp. 12/31/20 STANDARD DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HiS OR HER AUTHORIZED REPRESENTATIVE, INCREASE IN iMPERVIOUSAREA: 0 SQFT SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONERS OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF IMPERVIOUSAREAREPLACED.- IkSOFT sT CIVI\. M & ASSOCIATES THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED 97F p�� CIVIL ENGINEERING + LING PLANNING + LING SURVEYING ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE OF CA��F 535 North Highway 101, Ste A, Solana Beach, CA 92075 CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 509798, iF ph 858.259.8212 1 Ei 858.259.4812 1 pleaengineering.com SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA AMERICAN MONITOR), AND CONSULTATION AND TREATMENT REATMENT CULT D OCCUR AS PRESCRIBED BY LAW. AS FURTHER URTHER D�� ED BY STATE LAW, PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FiRE DEPARTMENT THE CORONER WOULD DETERMINE NTHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN SDVVD WO W19 -050 HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU rW PLACE), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ONSITE IN THE PRESENCE OF THE 9 L S TCANATIVEAMERICAN MONITOR, C/x/J SIN DATE SIGN DATE SIGN DATE 'SIGN DATE SIGN ATE 4_ DESIGNED BY DRAM BY CHECKED BY.' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BU /LTAPPROVALS LsM LsM rcL ENGIN RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AR WmA SOP" 18 Zo DESCRIPTION: 2.5° BRASS DISK INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED: AP VED" 1 % GRADING PLAN FOR: LOCATION: THE TOP OF CURB ON THE SIDEWALK QUADRANT OF TYLER G LAWSON DATE PUBLIC WORKS DATE: 8 /9 L� 2041208 WEST J STREET 1 164'G THE INTERSECTION OF HIGHWAY 101 AND "J" STREET PLANNING JESSE NS EDWARD J. WI M APN: WEST ST /"'-„ � R.C.E. NO.: 80356 CITY GiNE RECORD FROM: ENCINITAS CONTROL STATION OC -139 EDWARD J. WIMMER DATE REVIEWER ^^ �Sii ELEVATION: 78.658' DATUM' NAVD88 CiTYENGINEER INSPECTOR TY RGLAWSON EXP.: 12131120 DATE ���� DAT O PLANNING CASE N0: 07 -154 DR /TPM /COP 0i 7.019 SUA,( SHEET 10F4 PLSA 3095 -01 N U V Lu gco m y g N Gal � m Q = h r.tC /T) c? cn APPRX. LOCATION OF EX 6-A C 712 20 . EXISTNG 8" VCP SEWER WATER MAIN PER W0 -5� -1 104 10 j MAINPERCITYOF APPRX LOCATION OF EX. ENCINITAS DWG TM- 4157 -1 GAS MAIN PER CITY o� APN: 258 - 293••07 ENCINITAS L9,WG TM 4157Y ; s APN: 258- 293 -10 LOT 1O EXISTWG EDGE OF, �1 LLI _4�� 1% LOT h PAVEMENT \ J PROTECT EXISTING MAP 148 MAP 148 n STA: 1 +'88.63.4.0' LT ° .� /! WATER METER IN -PLACE L� EXISTING STRUCTURE TO CONNECT TO TO EXISTING MAIN �14 BE PROTECTED IN -PLACE 2:11RAIVSITIONTbEXSTiNG , � ��� � FS =72.5 EOGEOFPAVEMENT G=73.3) FS =73.9 TG- .31 73 FG =72.8 19 CAUTION! PROTECT EX. FL > FS =73.5 IE =72.7 TG =73.2 1 TG =73.1 11 E =72.3 MO ME 1- JE j2. r r 0 r J 2 TA' 1 8 . ..4 ' -LT 1fi'Er10g71' � ►01 CONNECT TO WATER MW lhf d i FS =73_5 r F( 573.0 I q STA: 1 +84.63 412'LT ID2O CONNECT TO WATER MAIN .f x,35 11 FS =-74.4 FS =744, A FS: 1 +82.63 4. 'LT '' f FS= .D LINEOFFLQOR • FG =73.8 1 k /r FG CONNECT TO MI ER IN l ABOVE (TV#?)'" - - FS =73.7 G =73.7 m 4 STA: 1 +72.58 70' RT 5 7 APPRX LQCATION OF FX. U FG =73.8 IE =72.8 (NSTALL SEWER LATE m_ SEWER CLEANOUT j : 7, 3- 5-74 APN: ,258- 293 -09 RIM-73.4; 1 =61.1 _ _._ a._ 1 F ( s "ir EX PALM GALAGE LEVEL E'X: PALM 9 F 3 r . < , _ - �. - - REMOVED E 1 a FF -74.3 �.r h f.G TREE TO BE r � TG =74.21 r SEWER CLEANOUT TO REMAIN STA: 1 +70.78 4.o`LT PAD =73.6 REMOVED n IE=732 1STFLOOR ARAN' N EX. WATER } M °..: FG =74.3 TG =74.25 % TG =73.6 - FF --74.`5... APN: 258-293-08 ° rn TSVV =750 1 u •r� . E =73.1 PAD =73.8 SERVICE & METER IE =73.4 i LOT 9 STA: 1+ 0.08 70'RT n TG =74.2 FS 74.&r` ) TG =73.7 X4? FG =73.3 1 TG =74.2 TC =74.75 IE UT' 5 _ IE =73.6 1 1 1 TC =74'9 MAP 148 INSTALL SEWER LATERAL ; : ° IE =73. FL =74.25 = ,3 FG 74.3 IE =73.1 FS =74x4 FS=73. RIM -7 . ; IE =61.18 F$- $E TG =74.2 5 STA1 +6�8 70'RT '`, IE= 73.053 FS 74.534 FS- INSTALL SEWER LATERAL ': ' 1 { FS =74.3 RIM =73 6; IE =61.19 ZA _ r . Z TG= 74.2j'j ST A' 1 +65.08 �7.0'RT m 1 5 ' BMPAREA SNJiT; y INSTALL SEWER LATERAL o Tom' RIM = 73.71E =61.70 c TC =74.8 4 Xj FS =74. w ° CAUTIO { OTECT EKZ ' { Ff� 79.3 FS =74.3 1 19 G= 3.8' 175 MO PLACE z - 8 TG =73 71 a TC 7 STA: 1 +34.05 10.07TY 0' !d 4j °' - IE -73.0 o T6 =73.7 °e jj Ju 6. INSTALL CURB g` ar 4 - m FG= 73.8 IE 77.75 TC =757 FL =752 .� ° 14.71 ° ° TC= 4 9 TC =74.5 N43 °59'10 E_A 0.6 ' (1.0% T ... (15.0 %) ° �'°v, 4 °/a 1.5% ° T =73.8 (1.0%) q r� _� e, .- 8 ��' o 1 26 /o IE -73.1 - - ' I � 0v � 3�' , • :�. -� (fS= 74.4), . t Vin:_ FS -7 #.05 (FS 74.0)t? � FS -73'6 ��� EEJJ k c,: ds t �{ FS =74.84 MA7CR EX __ �� % , TC =74.2 > EXISTING PCC ° FS =75 0 TC =74.9 FS =73.7 IE OUT =72.6 SIDEWALK TO 1 1 FS =74.9 PCCSIDEVtRLK -.A, TC 745 7 >- ¢¢,, 1 ) z 1 REMAIN �R2j. f 98 1P x.53 X, .F BMPAREA / ? FS= 74.05' d v r H rn 35 3 X 7.6 (77 SF); FG =73.4 t Z (14.4 %) L ': . EXISTING 6" PCC 7 %) FL =74.8 - 13 2.1 % Q ei- U11EiiT 09% CURB & GUTTER Q TOREMAIN ( ( INSTALLBRISBANEISTING BOXCITYSTREET STREETTTRE� �� w AU. o TREE (24" BOX TYP.) G5 v EXISTING PCC N WALKWAY TO BE 1 j REMOVED WE , ®J STREET 5+00 X 7..7 4 +50 ZZ -�ti WNW SYMBOL 0 20O a�tt C. �. m �2 cc m Nga x ~ RIGHT- OF -VIAY W �m XUX ? W PROPERTYSETBACK EXISTING STREET 24 g NOTE: IFANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. NOTE: ALL EXISTING ONSITE STRUCTURES AND VEGETATION TO BE REMOVED UNLESS OTHERWISE NOTED. NOTE: UTILITIES ARE KNOVVN TO EXIST IN THEAREA. INFORMATION SHOWN HEREON IS PER BESTAVAILABLE RECORD INFORMATION, EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONSTRACTOR SHALL NOTIFY ENGINEER OF WORK OFANY DISCREPANCIES BETWEEN ACTUAL LOCATIONAND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. CHANGE NO. DESCRIPTION APPROVED 26 9.T TC= 3. 9 r / MFG =73.3 j F 73.3 . � N � IE =72.9 ' 1t (FG 73.6) 12 IJ WAVE GRIND & OVERLAY TO GRIND & OVERLAY HALF -WIDTH PLUS 10' PER RESOLUTION (IE =72.7) 8 1t. N" � ft 2ND ST. STA: 7 +39.97, 25b' L ECR, MATCH EX. CURB &\ GUTTER (TC= 73.35); (FL= 72.85) 2ND ST. STA: 7+35.75.25.6'L TC= 73.38; FL =72.88 INSTALL TYPEA CURB RAMP PER SDRSD G -27,' SEE DETAIL SHEET 3 FS =72.95 ITEM STD. DWG. SYMBOL SUBDIVISION BOUNDARY ^ -. INSTALL BACKFLOW PREVENTER BY WILKINS MODEL 975XL2 PER :-- .. -. -_-- -..-.x . 40, ADJACENT PROPERTY LINE / INSTALL 3" PVC SIDEWALK UNDER DRAINPIPE PER SDRSD D -27 WAS WR -01. AI RIGHT- OF -VIAY LSM I LSM PROPERTYSETBACK EXISTING STREET 24 CENTERLINE OF ROAD DESCRIPTION: 2.5" BRASS DISK LOCATION: THE TOP OF CURB ON THE SIDEWALK QUADRANT OF i LIGHT TO REMAIN EXISTING EASEMENT DAMAGED SIDEWALKAS NECESSARY TO THE SATISFACTION OF THE CITY ENGINEER. SIDEWALK 3 D O I LL 1" ME W S ICEAND 314" METER PER V16AS -01 PROPOSED BUILDING FOOTPRINT RECOM ENDED: APP OVED: t - = �ws9 • JESSE WENS EDWARD J. M R CITYE GIN R T�L7 A °( -_`� / � DATE DAT SHALL BE SCORED WITH THE TWO -FOOT BY TWO -FOOT SCORE PATTERN TO MATCH THE EXISTING STEM WALL PERARCH I 1 PUBLIC WORKS �`\ TYLER G LAWSON DATE GRADELIMITLINE v TREE tm \ CONSTRUCT 6 "PCC CURB & GUTTER i PREVIOUSLY REMOVED STA7+87,48,24,8 L SDRSD G -01 IIIIII-'EXISTING BY CITY OF ENCINITAS PROPOSED CONTOUR LINE REVIEWER FS 4 EXISTING CONTOUR LINE (IE= 71.87) 26 9.T TC= 3. 9 r / MFG =73.3 j F 73.3 . � N � IE =72.9 ' 1t (FG 73.6) 12 IJ WAVE GRIND & OVERLAY TO GRIND & OVERLAY HALF -WIDTH PLUS 10' PER RESOLUTION (IE =72.7) 8 1t. N" � ft 2ND ST. STA: 7 +39.97, 25b' L ECR, MATCH EX. CURB &\ GUTTER (TC= 73.35); (FL= 72.85) 2ND ST. STA: 7+35.75.25.6'L TC= 73.38; FL =72.88 INSTALL TYPEA CURB RAMP PER SDRSD G -27,' SEE DETAIL SHEET 3 FS =72.95 ITEM STD. DWG. SYMBOL SUBDIVISION BOUNDARY ^ -. INSTALL BACKFLOW PREVENTER BY WILKINS MODEL 975XL2 PER :-- .. -. -_-- -..-.x . DRAVVNBI^ ADJACENT PROPERTY LINE / INSTALL 3" PVC SIDEWALK UNDER DRAINPIPE PER SDRSD D -27 WAS WR -01. AI RIGHT- OF -VIAY LSM I LSM PROPERTYSETBACK PAVER SECTION 24 CENTERLINE OF ROAD DESCRIPTION: 2.5" BRASS DISK LOCATION: THE TOP OF CURB ON THE SIDEWALK QUADRANT OF EXISTING EASEMENT DAMAGED SIDEWALKAS NECESSARY TO THE SATISFACTION OF THE CITY ENGINEER. SIDEWALK 3 D O I LL 1" ME W S ICEAND 314" METER PER V16AS -01 PROPOSED BUILDING FOOTPRINT RECOM ENDED: APP OVED: t - = �ws9 • JESSE WENS EDWARD J. M R CITYE GIN R T�L7 A °( -_`� / � DATE DAT SHALL BE SCORED WITH THE TWO -FOOT BY TWO -FOOT SCORE PATTERN TO MATCH THE EXISTING STEM WALL PERARCH PUBLIC WORKS DEEPENED FOOTING PERARCH TYLER G LAWSON DATE GRADELIMITLINE W W W W PROPOSED FLOW LINE -` CONSTRUCT 6 "PCC CURB & GUTTER SDRSD G -02 CONSTRUCT 6 "PCC CURB SDRSD G -01 RECORD FROM: ENCINITAS CONTROL STATION OC -139 ELEVATION 78.658' DATUM: NAVD88 PROPOSED CONTOUR LINE REVIEWER 75 EXISTING CONTOUR LINE - -75- - -- EXIS TING EDGE OFPAVEMENT - ;__- ___ -. .rr INSTALL 4" PVC STORM DRAIN PIPE - - - INSTALL 3" PVC SIDEWALK UNDER DRAIN SDRSD D-27 SAWCUT, GRIND & OVERLAY GRIND &OVERLAY INSTALL 4" FIRE SERVICE WF-05, WR -02 VV VV WITH BACKFLOW INSTALL I" COMMERCIAL WS -01, WR -01 W VV SERVICE (MTH BACKFLOW INSTALL 1 "DOMESTIC SERVICE WS -01 VJ w -® WITH 3/4 "METER INSTALL 4" PVC SEWER LATERAL SDRSD SS -01 S S CONSTRUCT BMP BASIN PER DETAIL SHEET 3 INSTALL PERVIOUS PAVERS PER DETAIL SHEET 3 CONSTRUCT PCC FLATWORK D (THICKNESS PER PLAN) INSTALL 12 "X 12" GRATED INLET NDS OR EQUAL INSTALL 6" DIA. AREA DRAIN NDS OR EQUAL O EXISTING WATER MAIN - VJ - Vi -- - -- EXISTING SEWER MAIN - - - -- -- i t ~ f I Q r( ( /r LL . ENSURE PO, jS...� ITIVE U v, g j C� � ti1 I- m a c� DRAINAGE FROM o i EXISTING V14TER METER -4 to i 5 h M ow R \ r U CENTERLINE TO GUTTER O i EXISTING STREET LIGHT W (_ _ I Czi L" w t ^ cZ`� n v { ° M Cl) EXISTING SURVEY MONUMENT i7 W Cf�+ U II + wf U + + + + I� ,i �n � m - ti r"' p W Cl) U31 Cl) co _ �.� _ Lu > I co % g \ ABBREVIATIONS FS= FINISHED SURFACE GRADING PLAN FG = FINISHED GRADE GF = FACE OF GARAGE ELEVATION CONSTRUCTION NOTES scALE 1 '' =10' IE TO = TOP OF CURB = INVERT ELEVATION TG = TOP OF GRATE (D SDWD TO INSTALL 4" FIRE SERVICE PER WAS WF -05AT OWNER'S EXPENSE. INSTALL FIRE ® INSTALL 4" THICK PCC HARDSCAPE OVER 4" CLEAN SAND OR PER GEOTECHNICAL 20 SDWD TOABANDON EXISTING 314" COPPER WATER SERVICEAND 518" WATER METER TSW = TOP OF STEM WALL SERVICE BACKFLOW PREVENTER BY WILKINS MODEL 375DA PER VYAS VVR -02. FIRE RECOMMENDATIONS SERVICE LINE TO SERVEALL UNITS, 2 RESIDENTIAL AND 2 COMMERCIAL UNITS 21 10 INSTALL PCCALLEYAPRON PER SDRSD G-17 INS PERVIOUS PAVERS PER DETAIL SHEET 3 2 SO T01 TALL 1) SIN LE NE COMMERCI L 1 " W TER METER PER WAS S -01 AN9 12 SAWCUT EXISTINGAC PAVEMENT SEE DETAIL SHEET 3 N' 1 ,RESIDENTIAL UNIT 201, 202 14 INSTALL 6-AREA DRAIN BY NDS ORAPPROVED EQUAL 25 CONSTRUCT TYPEA PCC CURB RAMP PER SDRSD G -27, SEE DETAIL SHEET 3 SCALE: 1" = 10' ® SEWER LATERAL TO BE EXTENDED FROM NEW CLEANOUT TO NEW RESIDENCE WITH 4" PVC INSTALL 4" PVC SEWER LATERAL PER SDRSD SS -01; RELOCATE SEWER CLEANOUT 15 INSTALL 12 "X 12" GRATED INLET WITH CAST IRON GRATE BY NDS PART NO. 1213 ORAPPROVED 26 CONSTRUCT MODIFIED TYPED PCC CURB RAMP PER SDRSD G -31; SEE DETAIL SHEET 3 PER SC -01 EQUAL Z7 CONSTRUCT STEM VV1LL PER SEPARATE PLAN O INSTALL 4" PVC SEWER LATERAL WITH CLEANOUT PER SDRSD SS -01 AND SC -01 16 INSTALL 4" PVC STORM DRAIN PIPEAT 1% MIN SLOPE 28 CONSTRUCT DEEPENED FOOTING PER SEPARATE PLAN © INSTALL 4 "AC OVER 6" CLASS 11 AB OR PER GEOTECHNICAL RECOMMENDATIONS 17 INSTALL MODIFIED CUTOFF WALL PER DETAIL SHEET 3 10 5 0 10 20 3( QROFESSION 29 G Lq �l CONSTRUCTALLEYAPRONPERSDRSDG -17 O��R ��� MOW LARET SUI I CK O7 INSTALL Y WIDE PCC RIBBON GUTTER PER DETAIL SHEET 3 18 CONSTRUCT MODIFIED PCC CUTOFF WALL PER DETAIL SHEET 3 WITH 2'X 2' COBBLE DISSIPATOR _ ) e 30 EXISTTNGSTREETSIGNTOBE PROTECTED INPLACE Q w No. $0356 m & ASSOCIATES INSTALL 55" THICK MIN. PCC DRIVEWAY OVER 3" CLASS IIAB PER GEOTECHNICAL 19 EXISTING SURVEYMONUMENT TO BE PROTECTED IN- PLACE. IF MONUMENT IS DISTURBED OR cr Exp. 12/31/20 z CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING RECOMMENDATIONS DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SURVEYORANDA CORNER RECORD 31 INSTALL 6" STORM DRAIN CLEANOUT } OF SURVEY SHALL BE FILED WITH THE COUNTY tp CI V 1 636 North f 101. Ste A. Bohm Beach. CA 93076 32 INSTALL 4" EMERGENCY OVERFLOW RISER /ATRIUM GRATE ®Fw0jmp lFfWTM 1E1-ER AW W Fly (g?.. WAi i 1. gTF OF OA�IF� ph 868269.8313 1 fs 868.359.4813 plaaea6lII0alut.COm 11 INSTALL 6 "X 16" PCC FLUSH CURB BENCHMARK AS- BUILTAPPROVALS ^ -. INSTALL BACKFLOW PREVENTER BY WILKINS MODEL 975XL2 PER :-- .. -. -_-- -..-.x . DRAVVNBI^ 23 INSTALL 3" PVC SIDEWALK UNDER DRAINPIPE PER SDRSD D -27 WAS WR -01. AI 12 INSTALL 6" PCC CURB PER SDRSD G -01; DEEPEN CURBAS NECESSARY TO EXTEND BENEATH LSM I LSM " "'"' """TC P u rli ( ZOI op'LOJIT za PAVER SECTION 24 EXISTING PCC SIDEWALK TO REMAIN, CONTRACTOR TO REMOVEAND REPLACE PORTIONS OF DESCRIPTION: 2.5" BRASS DISK LOCATION: THE TOP OF CURB ON THE SIDEWALK QUADRANT OF DAMAGED SIDEWALKAS NECESSARY TO THE SATISFACTION OF THE CITY ENGINEER. SIDEWALK 3 D O I LL 1" ME W S ICEAND 314" METER PER V16AS -01 13 INSTALL 6- CURB & GUTTER PER SDRSD G -02 RECOM ENDED: APP OVED: t - = �ws9 • JESSE WENS EDWARD J. M R CITYE GIN R T�L7 A °( -_`� / � DATE DAT SHALL BE SCORED WITH THE TWO -FOOT BY TWO -FOOT SCORE PATTERN TO MATCH THE EXISTING FOR EACH UN T PUBLIC WORKS 1 ,RESIDENTIAL UNIT 201, 202 14 INSTALL 6-AREA DRAIN BY NDS ORAPPROVED EQUAL 25 CONSTRUCT TYPEA PCC CURB RAMP PER SDRSD G -27, SEE DETAIL SHEET 3 SCALE: 1" = 10' ® SEWER LATERAL TO BE EXTENDED FROM NEW CLEANOUT TO NEW RESIDENCE WITH 4" PVC INSTALL 4" PVC SEWER LATERAL PER SDRSD SS -01; RELOCATE SEWER CLEANOUT 15 INSTALL 12 "X 12" GRATED INLET WITH CAST IRON GRATE BY NDS PART NO. 1213 ORAPPROVED 26 CONSTRUCT MODIFIED TYPED PCC CURB RAMP PER SDRSD G -31; SEE DETAIL SHEET 3 PER SC -01 EQUAL Z7 CONSTRUCT STEM VV1LL PER SEPARATE PLAN O INSTALL 4" PVC SEWER LATERAL WITH CLEANOUT PER SDRSD SS -01 AND SC -01 16 INSTALL 4" PVC STORM DRAIN PIPEAT 1% MIN SLOPE 28 CONSTRUCT DEEPENED FOOTING PER SEPARATE PLAN © INSTALL 4 "AC OVER 6" CLASS 11 AB OR PER GEOTECHNICAL RECOMMENDATIONS 17 INSTALL MODIFIED CUTOFF WALL PER DETAIL SHEET 3 10 5 0 10 20 3( QROFESSION 29 G Lq �l CONSTRUCTALLEYAPRONPERSDRSDG -17 O��R ��� MOW LARET SUI I CK O7 INSTALL Y WIDE PCC RIBBON GUTTER PER DETAIL SHEET 3 18 CONSTRUCT MODIFIED PCC CUTOFF WALL PER DETAIL SHEET 3 WITH 2'X 2' COBBLE DISSIPATOR _ ) e 30 EXISTTNGSTREETSIGNTOBE PROTECTED INPLACE Q w No. $0356 m & ASSOCIATES INSTALL 55" THICK MIN. PCC DRIVEWAY OVER 3" CLASS IIAB PER GEOTECHNICAL 19 EXISTING SURVEYMONUMENT TO BE PROTECTED IN- PLACE. IF MONUMENT IS DISTURBED OR cr Exp. 12/31/20 z CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING RECOMMENDATIONS DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SURVEYORANDA CORNER RECORD 31 INSTALL 6" STORM DRAIN CLEANOUT } OF SURVEY SHALL BE FILED WITH THE COUNTY tp CI V 1 636 North f 101. Ste A. Bohm Beach. CA 93076 32 INSTALL 4" EMERGENCY OVERFLOW RISER /ATRIUM GRATE ®Fw0jmp lFfWTM 1E1-ER AW W Fly (g?.. WAi i 1. gTF OF OA�IF� ph 868269.8313 1 fs 868.359.4813 plaaea6lII0alut.COm DRAWING NO. 14164 -G SHEET 2 OF 4 PLSA 3095.01 N U U Qmq W ~ Q Co CO a�!4qq aha DATE BENCHMARK AS- BUILTAPPROVALS DESIGNED DRAVVNBI^ CHECKED BY. ENGINE I G 1 SIONAPPROVALS CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT LSM I LSM TGL DESCRIPTION: 2.5" BRASS DISK LOCATION: THE TOP OF CURB ON THE SIDEWALK QUADRANT OF INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: g R.C.E. NO.: 80356 TYLER G LAWSON EXp: 12/31/20 RECOM ENDED: APP OVED: t - = �ws9 • JESSE WENS EDWARD J. M R CITYE GIN R T�L7 A °( -_`� / � DATE DAT GRADING PLAN FOR: 204 / 208 WEST J STREET 204 J STREET HOLDINGS LLC APN: 258 - 293 -09 -00 PLANNING CASE NO: 07 -154 DR / TPM /CDP ; I I7 - 2 e 1'I 106(_ PUBLIC WORKS TYLER G LAWSON DATE THE INTERSECTION OFHIGHWAY 101 AND V- STREET PLANNING RECORD FROM: ENCINITAS CONTROL STATION OC -139 ELEVATION 78.658' DATUM: NAVD88 EDVIARD J. WIMMER DATE CITY ENGINEER REVIEWER INSPECTOR DRAWING NO. 14164 -G SHEET 2 OF 4 PLSA 3095.01 N U U Qmq W ~ Q Co CO a�!4qq aha 6 40' 15' 1'LANDSCAP- 5 9 STRIP SIDEWALK PARKWAY VARIES EXISTING PCC SIDEWALK TO REMAIN PROPOSED 6" PCC _ CURB & GUTTER PER PROPOSED 2" SDRSD G -2 GRIND & OVERLAY 15' V LANDSCAPE 5 9 STRIP I SIDEWALK PARKWAY VARIES EXISTING PCC SIDEWALK TO REMAIN EXISTING CURB & GUTTER TO REMAIN WEST J STREET 80' 25' TO FC EXISTINGAC VARIES PAVEMENT TYPICAL SECTION - WEST J STREET NOT TO SCALE 2ND STREET 80' 25' TO FC GRIND & VARIES OVERLAY TYPICAL SECTION - 2ND STREET NOT TO SCALE ° ° T =74. k ° FS =74.3 d I ° 55' FS =74.6 1 J? 7`t8. r _ � � LANDING TC 74.8 FS -74.3 BRISBANE BOX CITY (j I STREET TREE (TYP.) WEST J STREET I l TYPICAL DETAIL - G -31 TYPE D CURB RAMP NOT TO SCALE CHANGE NO DESCRIPTION I APPROVED I DATE TC =74.1 FS =73.6 �J MATCH-EX. PCC SIDEWALK BENCHMARK DESCRIPTION: 2.5" BRASS DISK LOCATION THE TOP OF CURB ON THE SIDEWALK QUADRANT OF TYLER G LAWSON THE INTERSECTION OF HIGHVVAY 101 AND "J" STREET RECORD FROM: ENCINITAS CONTROL STATION OC -139 EDWARD J. WIMMER ELEVATION: 78.658' DATUM: NAVD88 CITYENGINEER EXISTINGAC VARIES PAVEMENT LIMIT OF GRIND & OVERLAY OF EXISTINGAC PAVEMENT - - ✓V 7 EXISTING CURB & EXISTING E GUTTER TO REMAIN DECORATIVE PAVER WALKWAY TO REMAIN i � I L .,__ EXISTING CURB & GUTTER TO REMAIN VARIES I EXISTING PCC SIDEWALK TO REMAIN MATCH 4/, 01-9 2ND $T STA: 7+39.97,25. 0 L7 EXIST. MATCH EX. CURB &GUTTER FS =7341 (T¢ 73.35); (FL= 72.85) .° x.49 r ° /,/.,J {4 r n FL =73.53 09 \ FSs73.43 2ND ST. STA: 7+35.75,25. _... .. TC =73.38; FL =72.88 � •so ° , r 1 MATCH EXIST.; a (73.56 FS) o �; FS =73.47 j 1 01 _ % J FL =72.93 INSTALL TYPEA CURB RAMP PER -- - - ( SDRSD G-27 WITH YELLOW DOMES PER G-30; FS =72.95 FL =72.97 J WEST J ST. n STA: 5 +13.45 25.3 LT f TC= 73.53; FL =73.03 TYPICAL DETAIL - G -27 TYPEA CURB RAMP NOT TO SCALE AS -BUILT APPROVALS _ INT. DATE DATE PUBLIC WORKS PLANNING DATE REVIEWER INSPECTOR APPROXIMATE LOCATION OF - APPROXIMATE LOCATION OFEXISTING SDVVD 6 "ACP WATER MAIN PER WO -52 -1 INSTALL NEW PCC RIBBON GUTTER PER DETAIL THIS SHEET I 2.0% APPROXIMATE LOCATION OF EXISTING 8" VC SEWER MAIN PER CITY OFENCINTAS DWS TM4157 -1 TYPICAL SECTION -ALLEY NOT TO SCALE 3.0'MIN 2.0' MIN r 0 - �- .467C=74.9 FSFS (2` MIN DEPTH) TO PROVIDE z TC -7497 mid sm INSTALL 6" PCC w FS =74.97 , ?15 =74.92 c O FS =74.5 ° fs CD IyyI PAVEMENT Iy FS =74.84 FS =74.3 TC =74.9 FS =74.6 1 J? 7`t8. r _ � � LANDING TC 74.8 FS -74.3 BRISBANE BOX CITY (j I STREET TREE (TYP.) WEST J STREET I l TYPICAL DETAIL - G -31 TYPE D CURB RAMP NOT TO SCALE CHANGE NO DESCRIPTION I APPROVED I DATE TC =74.1 FS =73.6 �J MATCH-EX. PCC SIDEWALK BENCHMARK DESCRIPTION: 2.5" BRASS DISK LOCATION THE TOP OF CURB ON THE SIDEWALK QUADRANT OF TYLER G LAWSON THE INTERSECTION OF HIGHVVAY 101 AND "J" STREET RECORD FROM: ENCINITAS CONTROL STATION OC -139 EDWARD J. WIMMER ELEVATION: 78.658' DATUM: NAVD88 CITYENGINEER EXISTINGAC VARIES PAVEMENT LIMIT OF GRIND & OVERLAY OF EXISTINGAC PAVEMENT - - ✓V 7 EXISTING CURB & EXISTING E GUTTER TO REMAIN DECORATIVE PAVER WALKWAY TO REMAIN i � I L .,__ EXISTING CURB & GUTTER TO REMAIN VARIES I EXISTING PCC SIDEWALK TO REMAIN MATCH 4/, 01-9 2ND $T STA: 7+39.97,25. 0 L7 EXIST. MATCH EX. CURB &GUTTER FS =7341 (T¢ 73.35); (FL= 72.85) .° x.49 r ° /,/.,J {4 r n FL =73.53 09 \ FSs73.43 2ND ST. STA: 7+35.75,25. _... .. TC =73.38; FL =72.88 � •so ° , r 1 MATCH EXIST.; a (73.56 FS) o �; FS =73.47 j 1 01 _ % J FL =72.93 INSTALL TYPEA CURB RAMP PER -- - - ( SDRSD G-27 WITH YELLOW DOMES PER G-30; FS =72.95 FL =72.97 J WEST J ST. n STA: 5 +13.45 25.3 LT f TC= 73.53; FL =73.03 TYPICAL DETAIL - G -27 TYPEA CURB RAMP NOT TO SCALE AS -BUILT APPROVALS _ INT. DATE DATE PUBLIC WORKS PLANNING DATE REVIEWER INSPECTOR APPROXIMATE LOCATION OF - APPROXIMATE LOCATION OFEXISTING SDVVD 6 "ACP WATER MAIN PER WO -52 -1 INSTALL NEW PCC RIBBON GUTTER PER DETAIL THIS SHEET I 2.0% APPROXIMATE LOCATION OF EXISTING 8" VC SEWER MAIN PER CITY OFENCINTAS DWS TM4157 -1 TYPICAL SECTION -ALLEY NOT TO SCALE t STRUCTURAL SECTION NEW IZK 4 "AC OVER 6" CLASS 11 AB OVER NATIVE SUBGRADE EXTEND BASE COMPACTED TO 95% REL. COMP. 6" BEHIND CURB TYPICAL SECTION - SAWCUTAC PAVEMENT NOT TO SCALE 6 "X 16" PCC FLUSH CURB OR DEEPENED G -1 CURB VOID FILLER-8' ff TO 8"(NO.8) APPROVED PERVIOUS AGGREGATE IN VOIDS PAVERSW/ MIN. B "VOID BEDDING COURSE -2" THICK OF-81 " -- TO IN 0. 8)AGGREGATE . a, . CHOKER COURSE -4" THICK OF' " 4" TO 21 "(NO.57) CRUSHED ROCK MIN. 6" THICK OFB" - X16" CRUSHED ROCK f SOIL SUBGRADE NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHEDAND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIALAPPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAYBE REQUIRED TYPICAL DETAIL - PERVIOUS PAVERS NOT TO SCALE DESIGNED BY DRAWN BY CHECKED TGL LSM LSM ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECO ENDED: �% AP VE / DATE: g'2' ,Gf9u�, CZv� C JES OWENS EDWARD J. �WIM R.C.E. NO.: 80356 CITYENGIN TYLER G LAWSON ��'� EXP.: 12/31/20 DATA E INSTALL 4 "AC OVER 6" CLASS II AB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. OR TO SATISFACTION OF CITY ENGINEER OR GEOTECHNICAL ENGINEER RECOMMENDATIONS W DRAIN PIPE PER PLAN) DASHED LINE REPRESENTS EXISTING/ PROPOSED GRADEAT INVERT 'CC CUTOFF WALL HICKNESS =6' TYPICAL DETAIL - MODIFIED CUTOFF WALL NOT TO SCALE 3.0' X "OFSUBGRADE 1.5' 1 1.5' PER GEOTECH RECOMMENDATIONS FS =FL + 0.1' FL -PER PLAN SOIL J _ � X WIDE, 6" THICK PCC SUBGRADE RIBBON GUTTER; 560-C -3250 CONCRETE TYPICAL SECTION -AC ALLEYS PCC RIBBON GUTTER i� NOT TO SCALE /- 2" LAYER OF FG =PFR Pl AN ( HARDWOOD MULCH INSTALL 4 "AC OVER 6 "CLASS IIAB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. OR TO SATISFACTION OF CITYENGINEER OR GEOTECHNICAL ENGINEER RECOMMENDATIONS u uu 4" PVC EMERGENCY OUTFLOWPIPE 18" LAYER OF ENGINEERED SOIL; MINIMUM INFILTRATIOLL RATE OF 5 INCHES PER HOUR, SEE NOTE BELOW OF 9" LAYER OF314" B • • t • WASHED, • EL=FG PER PLAN MINUS 25' RECYCLED *B10FILTRATION "ENGINEERED SOIL" LAYER SHALL BE EVENLY MIXED COMPOSITION OF r SAND, SANDY LOAM - AND HUMIC COMPOST CONTAIN e 0', TOPSOIL, AND 15% COMPOST OR r ••t MULCH IN ACCORDANCE WITH COUNTY OF DIEGO LID :• r B1065 CUT SHEET CRUSHED ROCK LAYER SHALL BE A MINIMUM OF DEEPENED TO INCREASE THE INFILTRATIONAND STORAGEABILITY OF DETAIL SECTION TYPICAL •' / BASIN NOT TO SCALE ����ER �q )20--v w (v�8035m � Exp. 12/31 PASCO URET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 555 Noah H%hwsY 181. Sts A. SdM Beech. CA 99075 ph 858.959.0919 199 850.959.4819 I pbmn&ewlz&c= CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SECTIONS & DETAILS FOR: 204 1208 WEST J STREET 14164 -G 204 J STREET HOLDINGS, LLC APN: 258 - 293 -09 -00 PLANNING CASE NO: 07 -154 DR /TPM /CDP 4011-7-014k SUBL, SHEET 3 OF PLEA 3095 -01 t• N m U co U an y g N w<� ycoN wo°N4 g�N °zR co a�a 3.0'MIN 2.0' MIN COLD PLANEAND OVERLAY Z (2` MIN DEPTH) TO PROVIDE z SMOOTH TRANSITION INSTALL 6" PCC w CURB &GUTTER G EXISTINGAC PER SDRSD G -2 CD PAVEMENT t STRUCTURAL SECTION NEW IZK 4 "AC OVER 6" CLASS 11 AB OVER NATIVE SUBGRADE EXTEND BASE COMPACTED TO 95% REL. COMP. 6" BEHIND CURB TYPICAL SECTION - SAWCUTAC PAVEMENT NOT TO SCALE 6 "X 16" PCC FLUSH CURB OR DEEPENED G -1 CURB VOID FILLER-8' ff TO 8"(NO.8) APPROVED PERVIOUS AGGREGATE IN VOIDS PAVERSW/ MIN. B "VOID BEDDING COURSE -2" THICK OF-81 " -- TO IN 0. 8)AGGREGATE . a, . CHOKER COURSE -4" THICK OF' " 4" TO 21 "(NO.57) CRUSHED ROCK MIN. 6" THICK OFB" - X16" CRUSHED ROCK f SOIL SUBGRADE NOTE: -ALL AGGREGATE MUST BE CLEAN/WASHEDAND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIALAPPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAYBE REQUIRED TYPICAL DETAIL - PERVIOUS PAVERS NOT TO SCALE DESIGNED BY DRAWN BY CHECKED TGL LSM LSM ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECO ENDED: �% AP VE / DATE: g'2' ,Gf9u�, CZv� C JES OWENS EDWARD J. �WIM R.C.E. NO.: 80356 CITYENGIN TYLER G LAWSON ��'� EXP.: 12/31/20 DATA E INSTALL 4 "AC OVER 6" CLASS II AB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. OR TO SATISFACTION OF CITY ENGINEER OR GEOTECHNICAL ENGINEER RECOMMENDATIONS W DRAIN PIPE PER PLAN) DASHED LINE REPRESENTS EXISTING/ PROPOSED GRADEAT INVERT 'CC CUTOFF WALL HICKNESS =6' TYPICAL DETAIL - MODIFIED CUTOFF WALL NOT TO SCALE 3.0' X "OFSUBGRADE 1.5' 1 1.5' PER GEOTECH RECOMMENDATIONS FS =FL + 0.1' FL -PER PLAN SOIL J _ � X WIDE, 6" THICK PCC SUBGRADE RIBBON GUTTER; 560-C -3250 CONCRETE TYPICAL SECTION -AC ALLEYS PCC RIBBON GUTTER i� NOT TO SCALE /- 2" LAYER OF FG =PFR Pl AN ( HARDWOOD MULCH INSTALL 4 "AC OVER 6 "CLASS IIAB OVER NATIVE SUBGRADE COMPACTED TO 95% REL. COMP. OR TO SATISFACTION OF CITYENGINEER OR GEOTECHNICAL ENGINEER RECOMMENDATIONS u uu 4" PVC EMERGENCY OUTFLOWPIPE 18" LAYER OF ENGINEERED SOIL; MINIMUM INFILTRATIOLL RATE OF 5 INCHES PER HOUR, SEE NOTE BELOW OF 9" LAYER OF314" B • • t • WASHED, • EL=FG PER PLAN MINUS 25' RECYCLED *B10FILTRATION "ENGINEERED SOIL" LAYER SHALL BE EVENLY MIXED COMPOSITION OF r SAND, SANDY LOAM - AND HUMIC COMPOST CONTAIN e 0', TOPSOIL, AND 15% COMPOST OR r ••t MULCH IN ACCORDANCE WITH COUNTY OF DIEGO LID :• r B1065 CUT SHEET CRUSHED ROCK LAYER SHALL BE A MINIMUM OF DEEPENED TO INCREASE THE INFILTRATIONAND STORAGEABILITY OF DETAIL SECTION TYPICAL •' / BASIN NOT TO SCALE ����ER �q )20--v w (v�8035m � Exp. 12/31 PASCO URET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 555 Noah H%hwsY 181. Sts A. SdM Beech. CA 99075 ph 858.959.0919 199 850.959.4819 I pbmn&ewlz&c= CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SECTIONS & DETAILS FOR: 204 1208 WEST J STREET 14164 -G 204 J STREET HOLDINGS, LLC APN: 258 - 293 -09 -00 PLANNING CASE NO: 07 -154 DR /TPM /CDP 4011-7-014k SUBL, SHEET 3 OF PLEA 3095 -01 t• N m U co U an y g N w<� ycoN wo°N4 g�N °zR co a�a i l CHANGE N0. x COMMERCIAL BUILDING LEVEL 1 FF =74.5 PAD =73.8 C1 INSTALL 6" PCC CURB PER LANDSCAPE PLANS; DEEPEN CURB TOAVOID SURCHARGE ON BMP BASIN DESILTING BASIN NOTE: 11.3' INSTALL BMP BASIN J PER DETAIL SHEET 3 B10RETENTION BASINS SHALL BE EXCAVATEDAND USEDAS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED, BOTTOM SCARIFIED IF NECESSARYAND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION ISACHIEVED, PRIOR TO OCCUPANCYAND/OR FINAL DESCRIPTION FG =73.55 INSTALL 6" PCC CURB PER LANDSCAPE PLANS, DEEPEN CURB TO EXTEND 6" MIN BENEATH BMP BASIN 9090=111 NOT TO SCALE SILT FENCE PER DETAIL D THIS SHEET Lo O I GRAVEL BAG INLET .., PROTECTION PER DETAIL B THIS SHEET (TYP.) Anig i ER DETAI °I I I GRAVEL BAG INLET TYP) PROTECTION PER DETAIL B THIS SHEET (TYP) ee ' 0 i 1 � SILT FENCE PE DETAIL D THIS EROSION CONTROL PLAN SCALE: 1 " =10' SLOPE INCLINATION HORIZONTAL INTERVAL R WESTJSTREET 0 BETWEEN 4:1 AND 2.1(H: V) 202' 0. 10 FEET (MAXIMUM) ROW 6.7' 6 6.0' 7 75' 1 10, 5.0' INSTALL STEM A t w , WALL PER T TC =74.8 E EXISTING GRADE' SEPARATE PLAN F FSFS =74.3 GARAGE LEVEL I F FS =74.3 TC =74.85 Li ------ - - - - - -- -� FG =73.35 F FS =73.3 PAD =73.6 - -_ . . - L L _ _ _ _ . . _. FG =73.3 F FG =73.4 - - " "- E-XISTINGPCC i SIDEWALK TO REMAIN OOT i SILT FENCE PER DETAIL D THIS SHEET r T z Y GRAVEL BAGS PER DETAIL B THIS SHEET . CONSTRUCTION GRAVEL F ENTRANCE PER DETAILA PROTECT THIS SHEET B THIS SF x COMMERCIAL BUILDING LEVEL 1 FF =74.5 PAD =73.8 C1 INSTALL 6" PCC CURB PER LANDSCAPE PLANS; DEEPEN CURB TOAVOID SURCHARGE ON BMP BASIN DESILTING BASIN NOTE: 11.3' INSTALL BMP BASIN J PER DETAIL SHEET 3 B10RETENTION BASINS SHALL BE EXCAVATEDAND USEDAS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED, BOTTOM SCARIFIED IF NECESSARYAND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION ISACHIEVED, PRIOR TO OCCUPANCYAND/OR FINAL DESCRIPTION FG =73.55 INSTALL 6" PCC CURB PER LANDSCAPE PLANS, DEEPEN CURB TO EXTEND 6" MIN BENEATH BMP BASIN 9090=111 NOT TO SCALE SILT FENCE PER DETAIL D THIS SHEET Lo O I GRAVEL BAG INLET .., PROTECTION PER DETAIL B THIS SHEET (TYP.) Anig i ER DETAI °I I I GRAVEL BAG INLET TYP) PROTECTION PER DETAIL B THIS SHEET (TYP) ee ' 0 i 1 � SILT FENCE PE DETAIL D THIS EROSION CONTROL PLAN SCALE: 1 " =10' WEST JSTREET ROW APN: 258 - 293 -10 APPROX. LINE OF / EXISTING GRADE F ��73 5) EXISTING STRUCTUREAT __ PROPERTY LINE TO BE ._ _._ ._� � +�_ � PROTECTED /N -PLACE I 3 "PVC SIDEWALK UNDER DRAIN PIPE OVERFLOW INSTALL 4" PVC STORM - FROM BMP PER PLAN DRAIN PIPEAT I% MIN EXISTING PCC INSTALL 6 "X 16" PCC FLUSH SIDEWALK TO REMAIN CURB; DEEPENAS NECESSARY FOR V MIN EMBEDMENT R APN:258- 293 -10 AXIST LINE OF I�-- -- � 5, EXISTING GRADE EXISTING STRUCTUREAT FG =73.3 FS =73.6 GARAGE LEVEL 1 PROPERTY LINE TO BE LANDSCAPE FF =74_3 PROTECTED IN -PLACE AREA - ^PAD =73.6 INSTAL- DEEPENED FOOTING PER INSTALL 4" PVC STORM SEPARATE PLAN DRAIN PIPEAT I% MIN INSTALL PERVIOUS INSTALL 6 "X 16" PCC PAVERS PER DETAIL FLUSH CURB SHEET 3 SECTION C NOT TO SCALE APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISK LOCATION: THE TOP OF CURB ON THE SIDEWALK QUADRANT OF TYLER G LAWSON THE INTERSECTION OF HIGHWAY 101 AND 'J" STREET RECORD FROM: ENCINITAS CONTROL STATION OC -139 EDWARD J. WIMMER ELEVATION: 78.658' DATUM: NAV088 CITYENGINEER 3" TO 6" COARSEAGGREGW EXISTING GROUND APPROX. LINE OF 4.9' EXISTING GRADE COMMERCIAL BUILDING FG =72.8 LEVEL I FS =74�.0 FF =74.5 PAD-73 8 - I INSTALL DEEPENED FOOTING PER SEPARATE PLAN INSTALL PERVIOUS PAVERS PER DETAIL SHEET3 SECTION B NOT TO SCALE 16'MIN. PLAN PROVIDEAPPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCEAND PUBLIC RIGHT -OF- WAY `LESSER DISTANCEALLOWED WITH CITYINSPECTORAPPROVAL DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE NOTE: CONTRACTOR TO MODIFY CONSTRUCTION ENTRANCE IN THE FIELDAS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE 1. SET POSTS AND EXCAVATEA 4BY41N(10BY10CM) TRENCH UPSLOPE FROMAND ALONG THE LINE OF POSTS, RUNOFF / GAP BETWEEN BAGS ACTSAS SPILLWAY 2 STAPLE WIRE FENCING TO THE POSTS. AREA DR 4WO LAYERS OF GRAVEL BAGS WITH ENDS n1=1 ADn= DETAIL B: GRAVEL BAGS NOT TO SCALE 7-t r N /✓J/ 4 IN (10 CM) N 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCEAND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC �0 WIRE DETAIL D: SILT FENCE NOT TO SCALE SLOPE INCLINATION HORIZONTAL INTERVAL R WESTJSTREET 0 BETWEEN 4:1 AND 2.1(H: V) 202' 0. 10 FEET (MAXIMUM) WEST JSTREET ROW APN: 258 - 293 -10 APPROX. LINE OF / EXISTING GRADE F ��73 5) EXISTING STRUCTUREAT __ PROPERTY LINE TO BE ._ _._ ._� � +�_ � PROTECTED /N -PLACE I 3 "PVC SIDEWALK UNDER DRAIN PIPE OVERFLOW INSTALL 4" PVC STORM - FROM BMP PER PLAN DRAIN PIPEAT I% MIN EXISTING PCC INSTALL 6 "X 16" PCC FLUSH SIDEWALK TO REMAIN CURB; DEEPENAS NECESSARY FOR V MIN EMBEDMENT R APN:258- 293 -10 AXIST LINE OF I�-- -- � 5, EXISTING GRADE EXISTING STRUCTUREAT FG =73.3 FS =73.6 GARAGE LEVEL 1 PROPERTY LINE TO BE LANDSCAPE FF =74_3 PROTECTED IN -PLACE AREA - ^PAD =73.6 INSTAL- DEEPENED FOOTING PER INSTALL 4" PVC STORM SEPARATE PLAN DRAIN PIPEAT I% MIN INSTALL PERVIOUS INSTALL 6 "X 16" PCC PAVERS PER DETAIL FLUSH CURB SHEET 3 SECTION C NOT TO SCALE APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISK LOCATION: THE TOP OF CURB ON THE SIDEWALK QUADRANT OF TYLER G LAWSON THE INTERSECTION OF HIGHWAY 101 AND 'J" STREET RECORD FROM: ENCINITAS CONTROL STATION OC -139 EDWARD J. WIMMER ELEVATION: 78.658' DATUM: NAV088 CITYENGINEER 3" TO 6" COARSEAGGREGW EXISTING GROUND APPROX. LINE OF 4.9' EXISTING GRADE COMMERCIAL BUILDING FG =72.8 LEVEL I FS =74�.0 FF =74.5 PAD-73 8 - I INSTALL DEEPENED FOOTING PER SEPARATE PLAN INSTALL PERVIOUS PAVERS PER DETAIL SHEET3 SECTION B NOT TO SCALE 16'MIN. PLAN PROVIDEAPPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCEAND PUBLIC RIGHT -OF- WAY `LESSER DISTANCEALLOWED WITH CITYINSPECTORAPPROVAL DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE NOTE: CONTRACTOR TO MODIFY CONSTRUCTION ENTRANCE IN THE FIELDAS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE 1. SET POSTS AND EXCAVATEA 4BY41N(10BY10CM) TRENCH UPSLOPE FROMAND ALONG THE LINE OF POSTS, RUNOFF / GAP BETWEEN BAGS ACTSAS SPILLWAY 2 STAPLE WIRE FENCING TO THE POSTS. AREA DR 4WO LAYERS OF GRAVEL BAGS WITH ENDS n1=1 ADn= DETAIL B: GRAVEL BAGS NOT TO SCALE 7-t r N /✓J/ 4 IN (10 CM) N 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCEAND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC �0 WIRE DETAIL D: SILT FENCE NOT TO SCALE NECESSARY TO AVOID SURCHAGE ON BMP BASIN INSTALL 6" PCC CURB INSTALL BMP BASIN � � INSTALL 6" PCC CURB PER INSTALL BMP BASIN PER LANDSCAPE PLANS, PER DETAIL SHEET 3 LANDSCAPE PLANS, DEEPEN PER DETAIL SHEET 3 DEEPEN CURB TO CURB TO EXTEND 6" MIN EXTEND 6" MIN BENEATH BENEATH BMP BASIN BMP BASIN AS -BUILT APPROVALS INT DATE DATE PUBLIC WORKS PLANNING DATE REVIEWER INSPECTOR SECTION D NOT TO SCALE PLANS PREPARED UNDER SUPERVISION OF DATE: F' t- °% R.C.E. NO.: 80356 TYLER G LAWSON EXP; 12131120 RECOMMENDED: VED: JES OWENS EDWARD J. WIM M CITYE GIN EE 7 T DAT EROSION CONTROL LEGEND CONSTRUCTION ENTRANCE PER DETAILA TR -1 GRAVEL BAGS PER DETAIL B SE -4, SE -6, SE -10 SILT FENCE PER DETAIL D SE -1 n n n FIBER ROLL DETAIL C SE -5 FR HYDROSEEDING EC-4 x x x x x x x x x x x y -v y P � \y -V \HBER ROL ( y 11u � SPACING MEASURED ALONG FACE OF THE % -V SLOPE VARIESPER TABLE BELOW x y INSTALL A FIBER ROLL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES (CONT'D FROM SHEET 1) NEAR SLOPE WHERE IT TRANSITIONS INTO TYPICAL FIBER ROLL INSTALLATION A STEEPER SLOPE NOT TO SCALE FIBER ROLL 8" MIN X3/4" X 314 WOOD STAKES MAX 4' SPACING FIBER ROLL SPACING TABLE (PLACED ON LEVEL CONTOURS) SLOPE INCLINATION HORIZONTAL INTERVAL R WESTJSTREET 20 FEET (MAXIMUM) BETWEEN 4:1 AND 2.1(H: V) 202' 2:1(H:O OR STEEPER 10 FEET (MAXIMUM) ROW 6.7' 6 6.0' 7 75' 1 10, 5.0' INSTALL STEM A APPROX. LINE OF WALL PER T TC =74.8 E EXISTING GRADE' SEPARATE PLAN F FSFS =74.3 GARAGE LEVEL I F FS =74.3 TC =74.85 - FF- 74.3 -- - ------ - - - - - -- -� FG =73.35 F FS =73.3 PAD =73.6 - -_ . . - L L _ _ _ _ . . _. FG =73.3 F FG =73.4 - - " "- E-XISTINGPCC i SIDEWALK TO REMAIN OOT i AS -BUILT APPROVALS INT DATE DATE PUBLIC WORKS PLANNING DATE REVIEWER INSPECTOR SECTION D NOT TO SCALE PLANS PREPARED UNDER SUPERVISION OF DATE: F' t- °% R.C.E. NO.: 80356 TYLER G LAWSON EXP; 12131120 RECOMMENDED: VED: JES OWENS EDWARD J. WIM M CITYE GIN EE 7 T DAT EROSION CONTROL LEGEND CONSTRUCTION ENTRANCE PER DETAILA TR -1 GRAVEL BAGS PER DETAIL B SE -4, SE -6, SE -10 SILT FENCE PER DETAIL D SE -1 n n n FIBER ROLL DETAIL C SE -5 FR HYDROSEEDING EC-4 x x x x x x x x x x x y -v y P � \y -V \HBER ROL ( y 11u � SPACING MEASURED ALONG FACE OF THE % -V SLOPE VARIESPER TABLE BELOW x y INSTALL A FIBER ROLL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES (CONT'D FROM SHEET 1) NEAR SLOPE WHERE IT TRANSITIONS INTO TYPICAL FIBER ROLL INSTALLATION A STEEPER SLOPE NOT TO SCALE FIBER ROLL 8" MIN X3/4" X 314 WOOD STAKES MAX 4' SPACING FIBER ROLL SPACING TABLE (PLACED ON LEVEL CONTOURS) SLOPE INCLINATION HORIZONTAL INTERVAL 4:1(H:V) OR FLATTER 20 FEET (MAXIMUM) BETWEEN 4:1 AND 2.1(H: V) 15 FEET (MAXIMUM) 2:1(H:O OR STEEPER 10 FEET (MAXIMUM) DETAIL C: FIBER ROLLS NOT TO SCALE ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OF A OC - S MAY INCLUDE SOIL PARING MATERIALS ASPHALT CONCRETE AGGREGATE BASE ETC. STOCKPILES SHALL STORMWATER FROM ST KPILES KEPT ON SITE STOCKPILE , BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURESAND PROVIDED WITHA TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS, THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS 10 DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITHANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCOAT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENTAND LOCATE PORTABLE TOILETSAWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELEDAWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. G Lq 1 No. 80356 cr Exp. 12/31/20 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING s!s North Highway 101, Ste A. Solana Beach. CA 92075 ph 858.259.6212 J fa 858.259.4912 I pbaenglneerins.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO, EROSION CONTROL PLAN FOR: 2041208 WEST J STREET 14164 -G 204 J STREET HOLDINGS, LLC APN: 258- 293 -09 -00 PLANNING CASE N0: 07 -154 DR / TPM/CDP '4 11 � - 2 011 S u 6 C SHEET 4 OF 4 PISA 3095 -07 N rn U U WWn Q Q �v Lc � � N �Q w 0 g N ci U Z a�a