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2018-13813 G (Plans) (3)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION PROPOSED SINGLE - FAMILY RESIDENCE 637 SAN DIEGUITO DRIVE ENCINITAS, CALIFORNIA" PREPARED BY HETHERINGTON ENGINEERING INCORPORATED DATED JULY 28, 2017, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN A AF VI ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) 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 SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH 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 WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED 0 OSED HAUL ROUTE. THE HA DEVELOPER E SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO:13813 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL 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 TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER ARID OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND- DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. SCOPE OF WORK: PROPOSED ONE NEW SINGLE - FAMILY HOME WITH 16' WIDE DRIVEWAY. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN 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 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 ( "IN PLACE "), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RONDI PRESCOTT AT 858- 774 -1421 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS SS ON 0 AREAS THAT ARE UNSAFE OR AR E POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR T 0 0 COLLECTION AND DISCHARGE ONTO TH E STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE 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 STORMWATER IMP /BMP FACILITIES SHOWN. HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE 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 THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC ). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS, 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK zekflm CITY OF ENCINITAS BENCHMARK ENC -32, 2" s LM11W Pl4b ElEV. dal SAN DIEGO COUNTY ENGINEERING DEPARTMENT BRASS DISC SET IN TOP OF CURB ON THE EAST SIDE OF VULCAN AVENUE, LOCATED 200 FEET NORTH OF E STREET. ELEVATION: 92.0004' DATUM: NAVD88 AS -BUILT APPROVALS 3NGINEER DATE DATE ENGINEEI STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS 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 REFUELING, 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 ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL 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 EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST; CONTROL SHALL BE MINIMIZED. 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 - S IT E. ELIMINATE OR REDUCE N POL UTI L 0 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. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A 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 TO 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 WITH ANY 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 EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS 'MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY 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 TRAVELED AWAY 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD /ESD - (760) -633 -2770 LWD 760- 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) - 489 -3411 E. CABLE TV - COX' COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H 1 V MAXIMUM VERTICAL DEPTH OF CUT = 2 =.4 MAXIMUM VERTIL4,DE PTH OF FILL = 1.9 2 CUT = +E,+ ID� � FILL = 4�� EX /IMPORT 0 C.Y. REMEDIAL = 438 C.Y. ( 3 UNDER AND 3 OUTSIDE OF BUILDING AREAS) DISTURBED AREA = 7570 SQFT OWNER (VISION APPROVALS RONDI AND RICHARD PRESCOTT DATE: ENCINITAS BLVD 637 SAN DIEGUITO DRIVE VENTURA ENGINEEING INLAND, INC GRADING PLAN FOR: 637 SAN DIEGUITO DR ENCINITAS, CA 92024 JESSt OWENS WARD J. WIMME TEMECULA, CA 92591 SITE ADDRESS (877)723 -4224 APN 258 - 102 -11 637 SAN DIEGUITO DRIVE IMPERVIOUS AREA ENCINITAS, CA 92024 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2726 SQFT APN 258 - 102 -11 INCREASE IN IMPERVIOUS AREA 5 SQF 2q LEGAL DESCRIPTION E D ST SOUTH HALF OF LOT 14, BLOCK "I ", MAP NO.2141 N Z D TOPOGRAPHY o F m COASTAL LAND SOLUTIONS,INC o 8 577 SECOND STREET ENCINITAS, CA 92024 760 - 230 -6025 SITE DATE OF SURVEY: FEBRUARY -APRIL 2017 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. •���► ILI, 1 RV IMP- A SOILS ENGINEER'S CERTIFICATE VICINITY MAP N.T.S. I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 28, 2017. 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, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONSt INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING N A SPEC( (CATIONS. SIGNED: f 4 R � s e �c, O 2 2 44.3"', RCE NO.: 30 S Cry 3�7�C� �7v 7r 397 ° h ( r N o . ?6 c EXP. DATE: / 1 Fx ae A t P. u �A/31/ ?D JOB #: CA111_ HETHER GTON NGINEERING, INC 44 to/ v�,E/TGin�c�i �QfCA 0��' 4 5365 AV ID ENCINAS, SUITE A �M`,��F f R`'� ---°' _- CARLSBAD, A 92008 -4369 AT/'/ .0 441 97/9 / IY6192MAIWALWA STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A 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 TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SHEETINDEX SHEET 1 TITLE SHEET SHEET 2 GRADING AND DRAINAGE PLAN SHEET 3 EROSION CONTROL PLAN 1: 1• 'LFREDO S.D. VENTUF NCI. 66532 Exp. 6 -30 -20 CIVIL 27393 YNEZ ice, WM 159 TEMECULA, CA. 92591 PHONE (951) 252 -7632 Ventura Engineering Inland INC BMP PROJECT STATUS 1 STANDARD PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT (�) U\ �Z�IS f7- ?--5- SIGN GN DATE � SIGN ! DATE SIGN DATE e7IGN DATE PON / %- DATE INT. DATEI PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS PLANNING DATE: 08 -09 -19 �,r' R.C.E. NO.: 66532 REVIEWER WILFREDO S.D. VENTURA EXP.: 06 -30 -20 INCPFCTnP ENGINEERING (VISION APPROVALS SIGNATURE: DATE: WILFREDO VENTURA DRAWING NO. VENTURA ENGINEEING INLAND, INC GRADING PLAN FOR: 637 SAN DIEGUITO DR 27393 YNEZ RD, SUITE 159 JESSt OWENS WARD J. WIMME TEMECULA, CA 92591 13813 -G (877)723 -4224 APN 258 - 102 -11 RCE EXPIRES 06 -30 -20 IMPERVIOUS AREA PLANNING. CASE NO: 17- 156CDP IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2726 SQFT IMPERVIOUS AREA AFTER C TION: QFT INCREASE IN IMPERVIOUS AREA 5 SQF 2q IMPERVIOUS AREA REPLACED: SOFT SHEETINDEX SHEET 1 TITLE SHEET SHEET 2 GRADING AND DRAINAGE PLAN SHEET 3 EROSION CONTROL PLAN 1: 1• 'LFREDO S.D. VENTUF NCI. 66532 Exp. 6 -30 -20 CIVIL 27393 YNEZ ice, WM 159 TEMECULA, CA. 92591 PHONE (951) 252 -7632 Ventura Engineering Inland INC BMP PROJECT STATUS 1 STANDARD PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT (�) U\ �Z�IS f7- ?--5- SIGN GN DATE � SIGN ! DATE SIGN DATE e7IGN DATE PON / %- DATE INT. DATEI PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS PLANNING DATE: 08 -09 -19 �,r' R.C.E. NO.: 66532 REVIEWER WILFREDO S.D. VENTURA EXP.: 06 -30 -20 INCPFCTnP ENGINEERING (VISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECO MENDED: APPROVED: GRADING PLAN FOR: 637 SAN DIEGUITO DR JESSt OWENS WARD J. WIMME RONDI AND RICHARD PRESCOTT 13813 -G 10/ / TY EN IN L °1 APN 258 - 102 -11 DATE DATE PLANNING. CASE NO: 17- 156CDP SHEET 1 OF 3 RA rn Lo N rn U Q J U W W CIS LO U Z W 0� acf) J Q Of 4- CD N N zW4 wz r W z N �rnr zr,� W N 00 Gi , w Ld 0' Z z 0 0 W 0 S >< a_ ssMH XISTING SSMH RIM 137.1 IE 126.77 I � o I 1 � I � EXISTING 3/4" IRON PIPE AND DISC LS 7959 SURVEY MONUMENT, EXISTING 3/4" IRON PIP- / PROTECT IN PLACE WITH CONCRETE, NO RECORD, SURVEY MONUMENT FIRE HYDRANT PROTECT IN PLACE / _X�l » 8 I' STREET WILL BE / N89 °56 25_ E 145.14 RELOCATED WITHIN CITY R/W 1 ws72_ i - - - - -- i EXISTING FIRE HYDRANT TO BE �•P,__. � � �� RELOCATED BY SDWD \ FL- s i3gc�T IUD D AND COORDINATE WITH OWNER 1 7:04 I - 38 -fi�NV I•lO BA 136.50 7.0 w 107 137.1 INV FL HP 'h l \ \ V I FL BASIN i 3 - " SET BE FS136.5 36 Jr 13.68 FS O NV © 0 1 i39 35T �\ 1 r 11.0 \ 13B-SINV II EDGE OF AVEME�T L-XIyT1 8 -1Maff A 10i3w.5 1343 laq.7 \ W1FTle 1kINE�Q T i FG NV 13fi.$ 4-49$ Z 2SDWD B "- FS FS 2 3 O - 0 o -3/4 RAVEL o RESIDENCE EXISTING SEWER LATERAL 37.17 ,q 137.17 I = 2-8, 139.8 FF--� 13q.� 2.0% L P 30 cn TO BE REUSED,. FG V CONTRACTOR TO VERIFY 2 PAD T. 139. O 20 4 - 0) FG @ � II m I I � LOCATION, ELEVATION AND - - I,I I- m CONDITION. m { / I O TO NOTIFY ENGINEER IF - Q2 0o ANY DISCREPANCIES 1� V25 y 2 0 m s I / 4 c �- uw 139.8 I I 5 r -- I~ C i. _. __._ _ -._ . 7 a 1136.30 ._ 7.7 FL I 1136.52 1 5.. FS1 6 3.8. F i4� 0 SETBACK Gomm gM AMAlLyn. 1, NDS 6" ROUND GRATE VELOCITY DISSIPATION SLOPE TO DRAIN ---- "°' -- -� SLOPE TO DRAIN RETENTION BASIN SHALL DEVICES: BE LEVEL AND DEPRESSED 7 COMPOSED OF ROCK, COMPACTED SOILS GROUTED RIPRAP OR A MINIMUM OF 6" FROM CONCRETE RUBBLE CO THE SURROUNDING GRADE w -4 ^ SEWER &DRAIN RISER PIPE (LENGTH AS Go AREA VARIES (SEE PLAN)X6" DEEP REQUIRED) NDS SPEE-D BASIN 4" THICK x 12" WIDE OVERFLOW PCC H ADWALL 2:1MAX 2: 1 M A4 SEWER & DRAIN PIPE 3 "H AR D W OOD MULCH INVERT ELEVATIONS. SIN SHALL VEGETATED 24" MIN ENGINEERED SOIL* RUSHED STONE 18" MIN . . . . . . . . 2 „ -3/8" GRAVEL - V 12 " -3/4" CRUSHED ROCK ** L SECTION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 2. DO NOT SCALE DRAWING. 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL. PROFESSIONALS FOR PLANNING PURPOSES ONLY. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT * *3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND MAY BE DEEPENED TO INCREASE THE INFILTRATION AND APPROVED BY THE PRODUCT MANUFACTURER TO BE STORAGE ABILITY OF THE BASIN. q CONSIDERED ACCURATE. PROPOSED IMPERVIOUS SURFACE �I SQ.FT C REQUIRED BIORETEPE REA = 33. 5 4% = Q.FT 6" ROUND SPEE -D BASINS PROPOSED AREA Q.FT WW1 1176 NOT TO SCALE BIO ION BASIN NOT TO SCALE JOINT AND VOID FILLER 1/4" - 3/8" WASHED FRACTURED OPEN- GRADED STONE PER ASTM NO. 8 I I � �--IO v �•0 ,�.� - _ ° ���� 377 1 FULL AC PLUG � REQUIREMENTS. '' EEC 1 4" AC OVER 6" z 2" TO 4" MIN. BASE COURSE _ _ \ -- EXISTING WATER METER - INV� � �_ _ ' -`- _ CLASS II BASE w 3/4" WASHED FRACTURED ORCOSTONE 80 MM. AQUA -BRIG ADJUST BOX TO GRADE _ _ j N89 OPEN- GRADED STONE PER ASTM PAVER W/ HAND TIGHT 8 - '56 23 E 145.14 Q NO. 57 BASE REQUIREMENTS. JOINTS PRODUCT AND LAYOUT AS f 12 � 8 -� 2" BEDDING COURSE MAX. SPECIFIED SLOPE S EE IDSHEET PIS -4 OFOR EXISTING 3 4" IRON PPE MATCH EXISTING L AND DISC LS 7959 B EXISTIN ELEVATION Uw PROPOSED 1/4 " -3/8" WASHED FRACTURED SLOPING CONDITIONS SURVEY MONUMENT, LJ EDGE OF PAVEMENT' PROTECT IN PLACE I () O > mI -20.0 20.0 - EXISTING 'TROM DRAIN INL T TG135.98 1' EXISTING STROM' DRAIN INLET' TG135,87 27393 YNEZ RD, SUITE 159 TEMECULA, CA. 92591 PHONE (951) 252 -7632 Ventura Engineering Inland INC VE Plyilzlor'1°O Up&RA -m TO I -Imeo CAPp61? W*T" LATEIZAL AWP D6IR1. MMIZ IsK WAG Wy -Dq, WG -II p OWNEK'h expENhE. CONSTRUCTION NOTES: 1 6" ROUND GRATE INLET, PER DETAIL 1 HEREON 2 PERVIOUS PAVER PER DETAIL 2 HEREON 3 4" PVC PIPE 4 SWALE 5 DAYLIGHT 6 BIORETENTION BASIN, PER DETAIL 6 HEREON 7 SAWCUT LINE, PER DETAIL 7 HEREON 8 EXISTING FENCE, ADJUST TO GRADE 9 EXISTING FENCE TO BE REMOVED 0 5 10 20 30 ( IN FEET ) 1 inch = 10 ft. 170 160 150 140 130 120 ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED �LV 1-7 2019 AS DOC M 110 0 > 7 �I\ x G AC �z L PERVIOUS OPEN- GRADED STONE PER ASTM PAVEMENT & BASE �� o PAVE NO. 8 REQUIREMENTS. Uj L Too w Of m o Ofw V� o�O o No 6 1CI(� PGC OU m Of Of Z O SAWCUT DETAIL s1I °""a m 0 w j af O m 5G=_ 70 NOT TO SCALE N 0 Of LU I LU0w wOwz � ocwcnu7 160 ; SUB -BASE COURSE 1 1/2" -311 50 EASEMENT NOTE. CLEANED FRACTURED OPEN- 90% COMPACTED FILL OR GRADED STONE PER ASTM NO. 2 NATURAL SOIL SUBGRADE SUBBASE REQUIREMENTS. 140 10 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS GRANTED IN A DOCUMENT: GRANTED TO: SAN DIEGO GAS & ELECTRIC COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS AND EGRESS 130 RECORDED: FEBRUARY 17, 1931 IN BOOK 1866 AND PAGE 147, OF DEEDS. PERVIOUS PAVER AFFECTS: PORTIONS OF THE HEREIN DESCRIBED LAND, THE EXACT 2 LOCATION OF WHICH CAN BE DETERMINED BY EXAMINATION OF THE NOT TO SCALE 120 ABOVE - MENTIONED INSTRUMENT, WHICH CONTAINS A COMPLETE LEGAL DESCRIPTION OF THE AFFECTED PORTIONS OF SAID LAND NOTE: 5$GTION MAYIm w- pucECIN U ENT 110 LEGEND 14AW Felt M*69RIAN ONLY A1tEA5 SECTION B -B N0.2019- 040_!.j!kk of O,R. PROPERTY LINE ° SCALE 1:20 a rn 170 170 - - LIMIT OF DISTURBANCE 3430 40.0 PROPOSED ELEV. L 160 v NOTES: 16o FF FINISHED FLOOR ELEVATION g - 3420- EXISTING ELEV. 26.0f >o FS FINISHED SURFACE 1: ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION 50 HP HIGH POINT SHALL BE REPAIRED AND /OR REPLACED TO THE SATISFACTION OF THE CITY 50 v I DRNEWAY PAD 140.0 _ _ DRAINAGE FLOW LP LOW POINT U- ENGINEER PRIOR TO FINAL APPROVAL. 140 ) >� 2 N _ Fz FL FLOW LINE °z 2: THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACED. IF ANY z _ _ - - �7 I 140 SD STROMDRAIN PIPE PAD PAD ELEVATION MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A ) °- FG FINISH GROUND ��E�i zci LICENSE LAND SURVEYOR AND SHALL FILE A CORNER RECORD WITH THE 130-- FINISHED SWALE � iv cN.i COUNTY OR BE INCLUDED WITH FINAL PARCEL MAP. PLEASE REFER TO R.O.S. I STING SURFACE I 30 EP EDGE OF PAVEMENT �p NO. 22727 FOR FULL MONUMENT DETAILS AND DIMENSIONS. o SURFACE GB GRADE BREAK zw 3: ALL SERVICE LINES TO THE SUBJECT BUILDINGS SHALL BE CONSTRUCTED 20 o EASEMENT CONCRETE TG TOP OF GRATE WILFREDO S.D. VENTURA w} N CONSTRUCTED UNDERGROUND 20 z PERMEABLE PAVER WV WATER VALVE No: 66532 C7 raj r 11 o 1110 WM WATER METER i Exp. 6 -30 -20 w w N 0 SECTION A -A - OVERFLOW HYR FIRE HYDRANT �q clwL P 0 cV) R/W RIGHT OF WAY CF G"`F �� Z SCALE 1:20 w o o >aa APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. �T Ic 19 CITY OF ENCINITAS BENCHMARK ENC -32, 2" INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDV�: PP VED GRADING PLAN FOR: 637 SAN DIEGUITO DR SAN DIEGO COUNTY ENGINEERING DEPARTMENT ENGINEER DATE PUBLIC WORKS �VGWL BRASS DISC SET IN TOP OF CURB ON THE DATE: 08 -09 -19 JESS o N E WARD J. WIMMER RONDI AND RICHARD PRESCOTT 13813 -G EAST SIDE OF VULCAN AVENUE, LOCATED 200 PLANNING Y ENGINIVEES //� R.C.E. NO.: 66532 O Z °1 to�3 //cj APN 258 - 102 -11 FEET NORTH OF E STREET. - -� REVIEWER R.C. N 30 653 DATE DATE ELEVATION: 92.0004' DATUM: NAVD88 ENGINEER DATE WILFREDO S.D. VENTURA INSPECTOR iPLANNING CASE NO: 17- 156CDP SHEET 2 OF 3 EROSION CONTROL NOTES A. IN CASE OF EMERGENCY, CALL RONDI PREESCOTT (RESPONSIBLE PERSON) AT (858)774 -1421 (24 —HOUR PHONE NUMBER). B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. WILFREDO S.D. VENTURA RCE. NO. 66532 EXP. DATE: 06 -30 -20 C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE 'AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL 15. NECESSARY MATERIALS SHALL BE AVAILABLE ON —SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURE WHEN RAIN IS IMMINENT. D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE COUNTY INSPECTOR/ ENGINEER. E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%), F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS TWO (2) FEET OR CREATES A HAZARDOUS CONDITION. ATTACHMENTS & BMP'S THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK. JANUARY 2003 OR THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE PROJECT ENGINEER OR BUILDING OFFICIAL) EROSION CONTROL ECI— SCHEDULING EC2— PRESERVATION OF EXISTING VEGETATION EC4— HYDROSEEDING EC5— SOIL BINDERS EC9— DRAINAGE SWALES EC10— STORM DRAIN INLET PROTECTION WIND EROSION CONTROL WE1— WIND EROSION CONTROL TEMPORARY SEDIMENT CONTROL SE1 — SILT FENCE SE5— FIBER ROLL SE6— GRAVEL BAG BERM SE7— STREET SWEEPING AND VACUUMING SE10— STORM DRAIN INLET PROTECTION EQUIPMENT TRACKING CONTROL TC1— STABILIZED CONSTRUCTION ENTRANCE EXIT NON — STORMWATER MANAGEMENT NS1— WATER CONSERVATION PRACTICES NS6— ILLICIT CONNECTION NS8— VEHICLE AND EQUIPMENT CLEANING NS10— VEHICLE AND EQUIPMENT MAINTENANCE WASTE MANAGEMENT & MATERIAL POLLUTION CONTROL WM 1— MATERIAL DELIVERY AND STORAGE WM2— MATERIAL USXDISCHARGE WM3— STOCKPILE MANAGEMENT WM4— SPILL PREVENTION AND CONTROL WM5— SOLID WASTE MANAGEMENT WM7— CONTAMINATION SOIL MANAGEMENT WM8— CONCRETE WASTE MANAGEMENT WM9— SANITARY CONSTRUCTION NOTES ❑ DESCRIPTION 1 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON TC -1, TC -3 2 GRAVEL BAG PER DETAIL HEREON SE -6 3 SILT FENCE PER DETAIL HEREON SE -1 DESILTING BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. COARSE AGGREGATE EXISTING GROUND 16' MIN PROFILE Wn' AAINI TRAVELED AY FILTER FABRIC TRAVELED WAY EROSION CONTROL PLAN PLAN ~ �f � Al i NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE ❑ STABILIZED CONSTRUCTION ENTRANCE AND CONSTRUCTION ROADWAY NO SCALE GRAVEL BAG`: RUP GAP ACTS WITH ENDS OVERLAPPED GRAVEL BAGS NO SCALE p 5555 A19 I li' III �I I �� - __III I1 -III -" 1. SET POSTS AND EXCAVATE A 6 INCH BY 6 INCH TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3 EXTEND THE FILTER FABRIC FIL 2. STAPLE THE FILTER FABRIC TO THE FENCE. INTO THE 6" x 6" TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. F-3]SILT FENCE DETAIL NO SCALE u:. THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS (AS RECOMMENDED BY THE FABRIC MANUFACTURER) I I I / I I I 1 I I I I I z -- 0O O N 1 � I I 1 � I I �°, I 1�, I It I I 1, I I I I I J PROFESS /p,, kHANGE NEZ RD, SUITE 159 �� La, ca s2591 0 5 10 20 30 � 951) 2552_7632 FREDO S.D. VENTURA ( IN FEET) N0. 66532 ura Engineering Inland INC 1 inch = 10 ft. * EXP. 6 -30 -20 ,� V E - ST CIVIL �P q� CF CW-\F� DESIGNED BY: DRAWN BY- CHECKED BY: DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS KL KL WV ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LOW PhD 6L CITY OF ENCINITAS BENCHMARK ENC -32, 2" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MEND D: APPROVED: GRADING PLAN FOR: SAN DIEGO COUNTY ENGINEERING DEPARTMENT PUBLIC WORKS -- 637 SAN DIEGUITO DR BRASS DISC SET IN TOP OF CURB ON THE ENGINEER DATE ��'�" EAST SIDE OF VULCAN AVENUE, LOCATED 200 PLANNING DATE: 08 -09 -19 JE OWENS WARD J. WIMME RONDI AND RICHARD PRESCOTT FEET NORTH OF E STREET. REVIEWER ��1 " "" "'1! R.C.E. NO.: 66532 f Y ENGIN ER APN 258 - 102 -11 EXP.: 06 -30 -20 _ /0/2/144 103//!) ELEVATION: 92.0004' DATUM: NAVD88 I . ENGINEER DATE INSPECTOR WILFREDO S.D. VENTURA DATE DATE PLANNING CASE N0: 17- 156CDP SHEET 3 OF 3 CN N Q U Q J U W rn U `n z -w _F oTD zN a _jo U N zw W } W N z�r z�r- W N 00 Q (n v Z)ww F-- of z ZOO W D = >< a_ i I I I / I I I 1 I I I I I z -- 0O O N 1 � I I 1 � I I �°, I 1�, I It I I 1, I I I I I J PROFESS /p,, kHANGE NEZ RD, SUITE 159 �� La, ca s2591 0 5 10 20 30 � 951) 2552_7632 FREDO S.D. VENTURA ( IN FEET) N0. 66532 ura Engineering Inland INC 1 inch = 10 ft. * EXP. 6 -30 -20 ,� V E - ST CIVIL �P q� CF CW-\F� DESIGNED BY: DRAWN BY- CHECKED BY: DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS KL KL WV ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LOW PhD 6L CITY OF ENCINITAS BENCHMARK ENC -32, 2" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD MEND D: APPROVED: GRADING PLAN FOR: SAN DIEGO COUNTY ENGINEERING DEPARTMENT PUBLIC WORKS -- 637 SAN DIEGUITO DR BRASS DISC SET IN TOP OF CURB ON THE ENGINEER DATE ��'�" EAST SIDE OF VULCAN AVENUE, LOCATED 200 PLANNING DATE: 08 -09 -19 JE OWENS WARD J. WIMME RONDI AND RICHARD PRESCOTT FEET NORTH OF E STREET. REVIEWER ��1 " "" "'1! R.C.E. NO.: 66532 f Y ENGIN ER APN 258 - 102 -11 EXP.: 06 -30 -20 _ /0/2/144 103//!) ELEVATION: 92.0004' DATUM: NAVD88 I . ENGINEER DATE INSPECTOR WILFREDO S.D. VENTURA DATE DATE PLANNING CASE N0: 17- 156CDP SHEET 3 OF 3 CN N Q U Q J U W rn U `n z -w _F oTD zN a _jo U N zw W } W N z�r z�r- W N 00 Q (n v Z)ww F-- of z ZOO W D = >< a_