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2017-13333 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT 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 "CERTIFICATION OF COMPACTED FILL GROUND" PREPARED BY NORTH COUNTY COMPACTION ENGINEERING, INC. DATED ___1A AND UPDATE DATED N/A PROJECT #__NLA -_ 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 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 HAUL ROUTE. THE DEVELOPER 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 13333 -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 11ME 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 eq WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND 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 a 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. a 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 M 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 o UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT U 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 w 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. CHANGE N0. N DESCRIPTION D DRA�+ING APPROVED 1 DATE LOCATION: EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT QUENTIN BLACKFORD AT ( 858 ) - 359 -5155 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 CONTRUCTION 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 ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 1' 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 BMPIIMP 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 TO COLLECTION AND DISCHARGE ONTO THE 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. }I ?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. BENCHMARK 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 TC 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 -SITE. ELIMINATE OR 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. 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 TC 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 rc 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 - (760)-633-2770 B. GAS & ELECTRIC - SDG�E - j760)- 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 LEGEND IMPROVEMENTS STD. DWG. SYMBOL QUAN !TY PROPERTY BOUNDARY LIMITS OF GRADING EXISTING CONTOURS PROPOSED CONTOURS PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS FLOW ARROWS RIP -RAP D -40 (SDRSD) 18 "x18" BROOKS TYPE CATCH BASIN 1818 CB 6" P.V.C. STORM DRAIN PROPOSED A.C. PAVEMENT OWNER QUENTIN & MELISSA BLACKFORD 3275 POPPY HILLS, ENCINITAS, CA. 92024 (858) 539 -5155 SITE ADDRESS 3275 POPPY HILLS, ENCINITAS, CA. 92024 APN: 264-091-90 LEGAL DESCRITPION PARCEL 2, PARCEL MAP NO. 18730 APN: 264 - 091 -90 jQ AO FS 1 EA.. ❑® 1 EA. -SD-SD - 20 L.F. 185 S.F. RO - POPPY F SITE - - - - -- - - - - -- -- OWNER'S CERTIFICATE N.T.S. 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 THIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: � DATE: 24//`� QUENTIN BL CKFORD, OWNER SOILS ENGINEER'S CERTIFICATE I,OiftB *664/ ' A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT WE HAVE BEEN RETAINED BY QUENTIN BLACKFORD TO PROVIDE SOIL -TESTING AND INSPECTION SERVICES FOR THE SUBJECT PROJECT. OUR SERVICES WILL BE TO CERTIFY AND SUPERVISE REMEDIAL GRADING OPERATIONS OF THE PROPOSED YARD FILL AREA. SUBSEQUENT TO GRADING WE WILL PROVIDE A FINAL COMPACTION REPORT TO INDICATE TESTING OBSERVATIONS AND INSPECTIONS OF EARTHWORK CONSTRUCTION PERFORMED AT THE SITE AS STATED IN OUR LETTER OF INTENT DATED AUGUST 4, 2017. SIGNED: RCE NO.: GE 713 oQRpFESS /04,/ EXP. DATE: 9/30/17 4Q` SE R. RFC Fy JOB #: TE -3123 m GE 713 A COMPANY: TERRA TECHNOLOGY ENGINEERING, INC. ' c ADDRESS: P.O. BOX 301061 ESCONDIDO CA 92030 �Tq F�),ECHN�oP PHONE: 760- 740 -0826 TF OF 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 I FI.RTHER 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 co 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND p (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. C9 REJECTION AND REMOVAL. IMPERVIOUS AREA f /8 // SIGNATURE: DATE: / % IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT JOSHUA R. ZEIGLER O IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT QgoFESS / BMP PROJECT STATUS Oy INCREASE IN IMPERVIOUS AREA: 0 SQFT R- p q� �� pP Ifs F SPEAR & ASSOCIATES cp IMPERVIOUS AREA REPLACED: 0 SQFT h oy� c�F 475 PRODUCTION STREET, SAN MARCOS, CA. 92078 Z O m h� (760) 736 -2040 STANDARD U EARTHWORK DATA No. 85413 =1 PLANS PREPARED BY: STEEPEST EXISTING NATURAL SLOPE ON -SITE = 25' H 10' V sT O1V1� ,Q SPEAR 8i ASSOCIATES, INC. MAXIMUM VERTICAL DEPTH OF CUT = 6.3' qTF o�� q CIVIL ENGINEERING 8. LAND SURVEYING MAXIMUM VERTICAL DEPTH OF FILL = 3 9 OF CA1.\F d 475 PRODUCTION STREET, SAN MARCOS, CA 92078 ¢ o - CUT = 566 C.Y. FILL = 360 C.Y. IMPORT = 0 C.Y. PHONE (760) 736 -2040 FAX (760) 736 -4866 EXPORT -'706 C.Y. WWW.SPEARINC.NET O REMEDIAL = 732 C.Y. ( REMOVAL AND RECOMPACTION) RECORD FROM: ROS 6011 ELEVATION: 203.16 DATUM: NAVD88 FIELD OPERATIONS •i1 DATE SCALE AS -BUILT ULNUNEU bY: DRA BY: WN CHECKED BY: JR PARKS AND RECREATION JRZ ENCINITAS FIRE DEPARTMENT I PLANS PREPARED UNDER SUPERVISION OF )RIZONTAL: AS NOTED / 3/Ilfgj i DATE RTICAL: AS NOTED JOSHUA R. ZEIGLER DATE 85413 R.C.E. NO.: •116 C 3• , l Woo JOSHUA R. EIGLER 9-10-1-7 RF\ /IFWFR INCPFr`Tr)R .rT-rY FmrImrm SIGN DATE EXP. 9 -30 -18 PLANNING AND BUILDING PARKS AND RECREATION OLWENHAIN WATER DISTRICT ENCINITAS FIRE DEPARTMENT zo fib.;; Woo 8 9-10-1-7 S4 aQ� a SIGN DATE SIGN DATE SIGN DATE G g DATE ENGINEERING EPARTMENT APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Q RECD AP R VED: GRADING PLAN FOR: 3275 POPPY HILLS LANE 13333 -G CD STEVE NOV,AK RAC 7]CK BLACKFORD PAD w T' APN 264- 091 -90 z o z DATE DATE SHEET 1 OF 5 Q 0 V x OLIVENHAIN MUNICIPAL WATER DISTRICT 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. CHECKED BY: ENGI EERING DE ARTMENT APPROVALS 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR ITI'IGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL HTIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. �p R. � c No. 85413 hrl PLANS PREPARED BY: civ1� P SPEAR 8z ASSOCIATES, INC. OF CA\_\F G� CIVIL ENGINEERING & LAND SURVEYING 475 SREET, PHONE (760)0736 -2040 S FAX (760) 736- 4866 WWW.SPEARINC.NET CHANGE N0, DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT UESI U BY: DRAWN BY: CHECKED BY: ENGI EERING DE ARTMENT APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JRZ NJD JRZ 1 RECORD D1 AwiNG CL 3 -Z2 -1 8 DESCRIPTION: S B.M. No. 1010 SW QUADRANT OF LONE JACK RD. AND DOUBLE HORIZONTAL: AS NOTED VERTICAL: AS NOTED 3 1 IPA PLANS PREPARED UNDER SUPERVISION OF � DATE S�� /�� "v R.C.E. NO.: 85413 JOSHUA R. ZEIGLER EXP. 9 -30 -18 RECO APPRQ � STE OAK RANK BLOCK _ Q ` sf� DATE DATE NOTES FOR: 3275 POPPY HILLS LANE BLACKFORD PAD APN 264- 091 -90 .1 �± 1 3333 -G RANHON: RANCH RD. IN THE NE CORNER OF VAULT 44FT S OF SOUTHERLY H CURB OF DOUBLE LL RANCH RD 3 FT W OF WESTERLY CURB OF LONE JACK RD. AND 36FT WESTERLY OF PP 61820. RECORD FROM: ROS 6011 ELEVATION: 203.16 DATUM: NAVD88 JOSHUA R. ZEIGLER DATE REVIEWER INSPECTOR CTTV ENGINEER SHEET 2 OF 5 It, 00 O N m d U �cl)cz I � d o 002 U1 ,� 0 W � O ate` � o � a w CD � V_ cn cis � o LL w z_ z goCD wQ� ------------------------ EXISTING BACK FLOW i i EXISTING WATER PREVENTER �- METERS j-EXISTtNG,EDGE OF PAVEMENT EXISTING RETAINING WALL. c NN r 289.25 FG -. -1 ---------- - - --- -- - 2:1 SLOPE -�--- 288.50 r _ FL 1 SQUARE FEET = 6,582 291.50 FG \ POPPY HILLS LANE 0 (PRIVATE STREET) N -EXISTING EDGE OF PAVEMENT PROPOSED 2:1 FILL SLOPE PROPOSED -�- CUT SLOPE 0.50' <51 EARTH BERM ALONG--\ THE TOP PERIMETER OF ALL FILL SLOPES SECTION A -A EARTH BERM FOR FILL SLOPES NO SCALE i 0.50'! STING- _ _ 2:1 :1 SLOPE MIN. -- _ 0 NOT TER W1 OUT �" ;° � 'EARTH THET OPEPERIMETER ��`�FLOWLINE EARTH -- _ IT FRO THE C OF V OF CUT SLOPE SCALE - -- - - - -- --- 1.0% j� - -- -- _ - - -__ , ENCi SECTION B -B -- EARTH BERM FOR CUT SLOPES 50 _ �. �-- � \ --� NO SCALE - - - - - -- `�$ - -- - 4 -- \ 2 2.0' 2 -. - _ _� �'� G i - - -- - - -- �__ _ _, - - -- �� EARTHEN SWALE `\ PICAL DETAIL 295 �Or TO -SCALE 4 CONSTRUCTION NOTES INSTALL 60 PVC SOLID STORM DRAIN 00.50% MIN (TYP). PROPOSED 25 S.F. RIP RAP PER D -40, T=1.0' THICK 13 BACKING, TYPE 2 -- f OVER GEOTEXTILE FILTER BLANKET (295.12 F94. 5 F M � � 1 FS 'f'�`S CONSTRUCT 18 °x18° "BROOKS TYPE" PRECAST CATCH BASIN (MODEL 1818CB). { CONSTRUCT STABILIZED GRADED ACCESS ROAD. 0.50' 289.00 PROPOSED 2:1 FG 288.15 TG -V �' '� EX. 2 -*Df_ ROCK V �� FILL SLOPE 286.00 INV. 1% MIN. ALONG 7 BER -�wIDE ROCK �' �� _ - \ -- ALL FILL SLOPES \ __ --LINED SWALE - �� _ THE P !RIMETER - -y �_ - - _- - -- - -_ DISCHARGES TO SECTION E -E POPPY HILLS LN. 1�_, <_ NO SCALE 1 i �Iy 305100% 1 rL 1 I I o D I - -1� -;' I�� ' ' 1` I 4�VP aSIFWq�F r EXISTING HOUSE EXISTING RETAINING U I WALL GATE j EXISTING WALL �� 1� I I 1 10 5 0 10 20 30 I I ! ! I � j 1 f✓ I�� j i _ SCALE. 1 10 ' PLANS PREPARED BY: SPEAR 8z ASSOCIATES, INC. I n CIVIL ENG G C3 � BO RY �F INEERIN & LAND SURVEYIN EXISTING HOUSE F 475 PRODUCTION STREET, SAN MARCOS, CA 92078 TlARG GRA 3 PHONE (760) 736 -2040 FAX (760) 736 -4866 a /� (1ND� � I E1SS i' � l LINED�SWF�E � I I ` � I I WWW.SPEARINC.NET CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING PARTMENT APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO a J NJD JRZ ECORD DRAYJING CLM 3,22jg DESCRIPTION: B.M. NO. 1010 GRADING PLAN FOR: 3 LOCATION: SW QUADRANT OF LONE JACK RD. AND DOUBLE LL PLANS PREPARED UNDER SUPERVISION OF RECO �/� APPRO D: a RANCH RD. IN THE NE CORNER OF VAULT. 44FT S OF SOUTHERLY HORIZONTAL: AS NOTED ( 3I �� SI$ 1r% ^l/ ,lam 3275 POPPY HILLS LANE 13333 -G w CURB OF DOUBLE LL RANCH RD 3 FT W OF WESTERLY CURB OF \ ,, BLACKFORD PAD LONE JACK RD. AND 36FI WESTERLY OF PP 61820. VERTICAL: AS NOTED JOSHUA R. ZEIGLER DATE , �,�{ „ DATE STE s K/ 7 RANW��Q a RECORD FROM: ROS 6011 WW "vv R.C.E. NO.: 85413 DATE DATE �T APN 264 - 091 -90 0 35 -1 C E 3 JOSHUA R. IGLER w ELEVATION: 203.16 DATUM: NAVD88 REVIEWER INSPECTOR 17 ENGINEER EXP. 9 -30 -18 SHEET 3 OF 5 O G� O Q � C) OHO O�CO U1 O W O O � Q � � 0 0 a �LfJ� Q � � wCz w w c� o 0 w Q a- 0 cat 0 v 'moo C) 00 i vi o C�c ,mow t0� �Oo a a �o Uz I W �w 00 �Q� NON - IRRIGATED HYDROSEED MIX THE FOLLOWING SEED MIX AND NOTES SHALL APPLY: PROCEDURE: 1. SEED MIXES ARE SPECIFIED BY THE PURE LIVE SEED OF EACH SPECIES. 2. FIBER MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2,000 POUNDS PER ACRE EXCEPT WHEN USED IN CONJUNCTION WITH STRAW MULCH, WHEN IT SHALL BE APPLIED AT A MINIMUM RATE OF 400 POUNDS PER ACRE. 3. A WETTING AGENT CONSISTING OF 95 PERCENT ALKYL POLYETHYLENE GLYCOL ETHER SHALL BE APPLIED AS PER MANUFACTURERS' RECOMMENDATIONS. 4. EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT -IN AGITATION SYSTEM TO SUSPEND AND HOMOGENEOUSLY MIX SLURRY. THE SLURRY MIX SHALL BE DYED GREEN. THE EQUIPMENT MUST HAVE A PUMP CAPABLE OF APPLYING SLURRY UNIFORMLY. SEED MIX: EXISTING RETAINING WALL. NON- IRRIGATED HYDROSEED MIX f �- RATE (PLS *) BOTANICAL NAME PURITY /GERMINATION 90 LBS. /ACRE HORDEUM VULGARE 90/99 90 LBS./ ACRE LOLIUM MULTIFLORUM 85 -90 20 LBS. /ACRE TRIFOLIUM INCARNATUM 85 -98 2000 LBS. /ACRE CELLULOSE FIBER WITH 95% ALKYL POLYETHYLENE GLYCOL ETHER WETTING AGENT 120 LBS. /ACRE M- BINDER 250 LBS. /ACRE 14 -7 -J FERTILIZER 60 LBS. /ACRE SOIL SEAL CONCENTRATE *PLS- "PURE LIVE SEED" TEMPORARY CONSTRUCTION BMP LEGEND QUANTITY I" EXISTING BACK FLOW -------------------- - - - - -- � -- PREVENTER ± I - EXISTING WATER o POPPY HILLS LANE METERS (PRIVATE STREET) EXISTING_E_DGE OF PAVEMENT ^o° ^ N EXISTING EDGE OF PAVEMENT fR SE 1 - - -- -- - - - - -- - - - - -- - ------ - - - -- - - - S88'20` T7. _ VE B GS - - - -- — __ x x x x x x - _ - __ 7i N _ X X X X X X X X - ��- PER �f__f�_ _ -- x x X X x — ,z- -x-� -x -- _ _ x X - x - - -� - - ----------------- _ x ti x x x x x x x x � x x x x x = -'- x x x z .x -�- - - _ x ix x x x x x x� - -. - - - - -- x x x X x x x x ;z�r --_ 1x x x �� - - -- - - - - - �� x x x x - - - - - -- - ' _ 380 .. DELL ON B IN. � -QO NOT TER W OUT • x x ` x x x x - -- _`- - � - _ P lT FRO THE C OF - - • x GRAVEL BAGS _ - -- — �� v " �, X x X x PER SF-6 -- _ -- RAVEL BAGS -� X X x SLOPE STABILIZATION PER SE -6 �� /'� - x __ -- ___ -�- X x x CASQA EC -7 AND _ - - - \ - - - - -- HYDROSEEDING EC -4. -- RAVEL BAGS -- - x x - - -_ _ _ -' - - — P�RSF -6 - — CASQA x X ` ----- - - - - -- _ -� i TC -1 � x CASQA - - - x - siL —� _ . —_ — r TGSQA ENTRANCE D CONSTRUCTION 1 EA / I RA � BAGS - -- R -6 _ - x X x x _ x PER 5E -1 x x - -_� P$ x x x x x X x 0 x - z x - .- x -x_ X x x x x X X Y y - -ar x x x x MOA / �/ x « x x x x x x x CASQA VEHICLE STORAGE AND EQUIPMENT 1 EA =' X X x _ -_ x x x-- x -x x x x x x x x x NS -10 MAINTENANCE I -- ��- x x x x ° - - -- x x x x x x / -max- -- x xi l x x x x x x x x j x x x X X I r l SLOPE STAION " - X x x X X x I i CASQA STREET /PAVEMENT SWEEPING AND 1 EA CASQA EC=7 A x x - - f 4 — — - SC -7 VACUUMING WHEN TRACKING IS PRESENT CASQA HYDROSEED EC -4 x x ar x x j / x X (295. 12 1299.5 { I / FS FS �ikp;',','rT i),41��nfY I x CASQA MATERIAL DELIVERY AND STORAGE AREA 1 EA 00 j / �\/ x x x x x x WM -1 _ CASQA NS -10 x x - CASQA SOLID WASTE MANAGEMENT (TRASH 1 EA ' x x WM -5 DUMPSTER) / x d CASQA i - - - - -- X x X CASQA 1 _— � \ � \�` �tlNf-0�YYALE �� \ WM -1 SC -7 - - -- - CASQA CONCRETE WASHOUT WASTE 1 EA I X x x x x \ --' �_ �X - -2_ yyJLJE ROCK MANAGEMENT x __ Sl FENCE RAVEL GS V I �� LINED SWALE __ - ER SE 1 ( - - PER -6 x x - ;-i\�� -rte`_" � " � � � x - r�,- - ...�� CASQA SANITARY SEPTIC WASTE MANAGEMENT 1 EA x x x x� i� _ -.� WM -9 (PORTABLE TOILET) X x x X x x -r_i�- �1 �- A x 5 �_� 1 P %% �\ ��'7��', 5950 SF. SLOPE STABILIZATION PER CASQA fC -7, AND i T , r HYDROSEED EC -4 AREA. �i X x -< T r rJ I BO(7NtTAR> QF - x x x X T L ti y -� r� �_ / tlFlA�GRAS \ -� i _T_� r- , 1 ? L__ -L r - - r I —� V ❑ 19 SWALE — � GRAVEL BAGS PER CASQA SE -6 150 EA x x " _ y 1T __r _ _ - - X - zr r x x x -� I �- x x x x - _- 1 -r - \ X x `- L Th r i �{ X x X r, L 0 o SILT FENCE PER CASQA SE -1 420 LF x x i x �' �- y�- t� T - - x x x 1. SET POSTS AND EXCAVATE A DRAINAGE DIRECTION OF FLOW x x x x x x r 4 BY 4 IN (10 BY 10 CM) NOTES- / II x x X X x x ;- TRENCH UPSLOPE FROM AND MATS /BLANKETS SHOULD x x x r - I. SLOPE SURFACE SHALL BE FREE OF i x x x x x x y 1 ALONG THE LINE OF POSTS. ROCKS, CZODS, ST/CKSAND GRASS. MATS/ DOWNSLOPE.D I/ERTICALLY STORM WATER QUALITY NOTES — CONSTRUCTION BMPS x x x L 10' MAX, BLANKETS SHALL HAVE GOOD SOIL CONTACT. THIS PROJECT SHALL COMPLY WITH ALL CURRENT REQUIREMENTS OF THE STATE xl x x x x x �_ * 'a X x x x -�- I'—�� 2. APPLY PERMANENT SEEDING BEFORE * GRAVEL BAGS OVERLAP a PERMIT; CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD (SDRWQCB), SAN DIEGO / I ter, - _ ONTO CURB � x -' � ' -- PLACING BLANKETS. ,,, MUNICIPAL STORMWATER PERMIT, THE CITY OF SAN DIEGO LAND DEVELOPMENT CODE, / = x x x i a AND THE STROMWATER STANDARDS MANUAL x x X X x x X x r // J. LAY BLANKETS ZOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH Q� ' a x C x > X X X x x ei.eiu ,eras / \ a i THE SO /L. DO NOT STRETCH. O NOTES BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S. I' x x x x X X X 4 IN (10 CM) 0 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT C STREET(S), DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE I " / L__ ` L; - J L_ ` B, ATTACH THE FILTER FABRIC TO / N END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED x 3, BACKFILL AND COMPACT THE �- m / r� L THE FENCE AND EXTEND IT L T EXCAVATED SOIL, MIN. 4" CONSTRUCTION BMP'S WHICH MAY COMPROMISE STORMWATER QUALITY WITHIN ANY STREET(S). INTO THE TRENCH, , �� 3 FT (0.9 M) MIN STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR \ \'\ i _T OVERLAP Z O O EQUIPMENT FROM TRACKING MUD OR SILT ONTO THE STREET. j \ �� 1 7 -- __ ' RUNOFF O °� �d o I \ \ (((( II I� I j I I FILTER FABRIC 2. ALL STOCK PILES OF SOIL AND /OR BUILDING MATERIALS THAT ARE INTENDED INTENDED TO BE dl,� - STAPLES W c� LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE COVERED. ALL / *� _ GAP BETWEEN BAGS E' o REMOVABLE BMP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE / I % II -III _ - `+ THREE LAYERS OF GRAVEL BAGS DAY RAIN PROBABILITY FORECAST EXCEEDS 40 %. I SILT F CE j_ I I I II�J r * �, * ACTS AS SPILLWAY WITH ENDS OVERLAPPED _ Z^ PER SE- / ;. '�I, I Ti -11 ISOMETRIC VIEW a 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS .WHICH PROPOSE THE I� X11- 1111 - 1111111- g CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH ARE TO BE POURED IN PLACE ON SITE. I - 4. THE CONTRACTOR SHALL RESTORE ALL EROSION /SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER �6Op RSA F N SILT FENCE BERM 12" GRAVEL BAGS /CHECK DAMS EACH RUN -OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREECH IN EFFECTIVENESS. �` ��O �� c� NO SCALE GEOTEXTILES AND MATS + _ Z W ,No.85413'� m PER SE -1 OF THE CASQA BMP HANDBOOK NO SCALE PER SE -6 OF THESCASQA BMP HANDBOOK O 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST r PER EC -7 OF THE CASQA BMP HANDBOOK BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AL ALL TIMES. * d �rq 01 V 14 ��Q W O O 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED lF of cm-\F C� AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. G4 DESIGNED BY: DRAWN BY: CHECKED BY: w O CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS- BUILT JRZ I NJU JRZ ENGI ERING „,DEPARTMENT APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Q s I Rc(-o fl DrsAwINC, Ct 3-2Z -( p DESCRIP110N: B.M. N0. 1010 PLANS PREPARED UNDER SUPERVISION OF RECD APP D: EROSION CONTROL PLAN FOR: N LOCATION: SW QUADRANT OF LONE JACK RD. AND DOUBLE LL / RANCH RD. IN THE NE CORNER OF VAULT. 44FT S OF SOUTHERLY HORIZONTAL: AS NOTED /'� 3275 POPPY HILLS LANE 13333 G w w CURB OF DOUBLE LL RANCH RD 3 FT W OF WESTERLY CURB OF � - I/ DATE SOS 1 �J H JOSHUA R. ZEIGLER DATE /� S 0 K RANK BCEOCK - w cn z A LONE JACK RD. AND 36FI WESTERLY OF PP 61820 VERTICAL: AS NOTED R.C.E. NO.: 85413 BLACKFORD PAD w w H RECORD FROM: ROS 6011 ° ELEVATION: 03.16 DATUM: NAVD88 S�La �'S”( JOSHUA R. EIGLER 9 -30 -18 DATE DATE APN 264- 091 -90 w z a RFVIFWFR INSPF('.TnR cfTN- ENGINEER EXP. SHEETrJOF 5 W Q cl-