The URL can be used to link to this page

2017-13663 G (Plans)RIGHT OF WAY NOTE 0 ER IS TO OBTAIN A TIN A CONSTRUCTION PERMIT FROM THE ENGINEERING M DEPARTMENT AT LEAST 48 HOURS PRIOR TO OR G W KIN IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO W ILL 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 SITE SHALL B SERVING THIS INSTALLED N E H LL E IN TALLE 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 "DAVID AND MICHELLE PRYOR" PREPARED BY GEO SOILS, INC. DATED APRIL 4, 2017 PROJECT# W.O. 7249 -A -SC 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 NO. 13663 -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 COMPLE1ON 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 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 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. 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 - ESD - (760)- 633 -5018 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. STORMWATER O MWATER POLLUTION CONTROL POST CONSTRUCTION BMP IMP NOTES OTES SAN DIEGUITO WATER DISTRICT NOTES: 1. FOR STORM WATER POLLUT10N CONTROL PU RPOSES, ALL RUNOFF FROM ALL IMPERVIOUS ERVIOUS 1 WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE --- 180 AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE PUBLIC STORM DRAIN SYSTEM. (WASC). 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF FACILITIES AND/OR OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. IMP /BMP. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT DISCHARGE IT TO AN ADEQUATE IMP /BMP. WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S ALTERED WITHOUT A PERMIT FROM THE CITY. EXPENSE. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND OBTAINED. SAN DIEGO GAS AND ELECTRIC VAULTS. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH 7, ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES TRAVELED WAYS.WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER 8, CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH MATERIALS TO BE NO -LEAD BRASS PARTS. THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO 9, ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED EROSION CONTROL HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TJ AMOS AT (801)-1602. 24 HOURS TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE A DAY. REQUIRED FOR THIS STRUCTURE. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 170 LF TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS To FACILITATE CONCRETE WASHOUT RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE IMMINENT. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER OF THE ENGINEERING INSPECTOR. CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER DESIGNATING THE WASHOUT LOCATION. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. CONSTRUCTION SITE ACCESS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS CONSTRUCTION VEHICLES TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR UNSAFE. CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. BE INCORPORATED HEREON. EROSION CONTROL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY BONDED FIBER MATRIX. PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 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 OWNER PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. LEGAL DESCRIPTION DAVID AND MICHELLE PRYOR PARCEL 3 OF P.M. 8202, IN THE CITY OF ENCINITAS, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS 9018 ARNOLD A.F.B COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL LAUGHLIN, A.F.B. IN THE OFFICE OF THE COUNTY RECORDER DECEMBER GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP TEXAS, 78840 22,1978 DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT SITE ADDRESS IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED IMPERVIOUS AREA 472 ARROYO DRIVE BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT ENCINITAS, CA SOIL. IMPERVIOUS AREA AFTER CONSTRUCTION: 9055 S Q FT PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING APN 256 - 420 -55 INCREASE IN IMPERVIOUS AREA: 9055 S Q F ACTIVITIES ARE COMPLETE. IMPERVIOUS AREA REPLACED: �_SQ WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE EARTHWORK QUANTITIES STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND STEEPEST EXISTING NATURAL SLOPE ON -SITE = 21L 10' V =48% SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT ._H MAXIMUM VERTICAL DEPTH OF CUT = 8' OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES MAXIMUM VERTICAL DEPTH OF FILL = 4 ' KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED CUT = 2.500 C.Y. FILL = 1 000 C.Y. STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE EXPORT = 1 500 C.Y. COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A REMEDIAL = 200 C.Y. TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING OWNER'S CERTIFICATE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING EVERYONE OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE ON SITE. THE PROPERTY OWNER S) AND THE PRIME CONTRACTOR MUST INFORM COMPACTION AND STABILITY OF THE SITE. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, WASTE MANAGEMENT OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR PROHIBITED. OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS,-. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. 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 APB CONTACT WITH ANY TRASH MATERIAL. SIGNATURE: v. DATE: 2 2G /B MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE R. PRYOR FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE LDAVID �"/ °1 a Ask' av1p RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL SIGNATURE: DATE: OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MICHELLE L. PRYOR 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 PUBLIC WORKS PLANNING AND BUILDING 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. Lem= LEGEND SYMBOL QUANTITY PROPERTY BOUNDARY R E N mm EXISTING CONTOURS D -40 TYPE 2 T =2.%' W/12" PROPOSED CONTOURS --- --- 180 EXISTING WATER MAIN EXISTING SEWER MAIN S PROPOSED SEWER LATERAL S.D.R.S.D. C -4 TYPE 4 PER SDRSD SS -01 - DEVELOPMENT SERVICES EXISTING ELECTRICAL LINE E EXISTING EDGE OF PAVEMENT PER DETAIL A EXISTING FENCE - FLOW LINE - RIP RAP PER D -40 DESCRIPTION INSTALL RIP RAP PER R.S.D. NO. 2 BACKING L =10', W =6' D -40 TYPE 2 T =2.%' W/12" BENCHMARK PROJECT FILTER BLANKET PROPOSED RETAINING WALL _I 303 LF S.D.R.S.D. C -4 TYPE 4 S z - DEVELOPMENT SERVICES PROPOSED RETAINING WALL DRAWING NO. 115 LF PER DETAIL A UE 011,S. &1 PROPOSED BROW DITCH b - 195 LF SD RSD D -75, TYPE "A" 5•4•Ip PLANS PREPARED UNDER SUPERVISION OF DATE:y R.C.E. NO.:C 57860 EXP: 06 30 18 RIS11 L. GREENE PROPOSED BROW DITCH GRADING PLAN FOR: 472 ARROYO DRIVE DAVID & MICHELLE PRYOR APN 256- 420 -55 PLANNING CASE NO: 16 -281 CDP 220 LF MODIFIED D -75, TYPE "A" R�M01(E <tU, SI s�W�R 6" PVC DRAIN PIPE _ _ _ 623 LF 6" WIDE PCC CUTOFF WALL PROPOSED 9" NDS ROUND GRATE ® 3 EA PROPOSED 6" ATRIUM DRAIN ® 6 EA PROPOSED 12" TRAFFIC RATED GRATE 1 3 EA PROPOSED 9" TRAFFIC RATED GRATE ® 2 EA EXISTING CONCRETE DRIVEWAY 0 PROPOSED CONCRETE <. ' 4 3398 SF PROPOSED PAVERS -SEE DETAIL ® 1757 SF BIORETENTION BASIN + + + ARTIFICIAL SOD W W 611 SF GRANITE MULCH 0 1377 SF CONCRETE ROLLED CURB - MODIFIED 170 LF SDRSD G -4 TYPE "A " -24" WIDE OX[S17NC,P ISN CPd TOP OF GRATE TG49i p INVERT ELEV OF PIPE . I FLOW LINE ELEVATION F� 49.0 F. FINISHED SURFACE��. TOP OF FOOTINGg 0 TOP WALL BOTTOM WALL B PAD ELEVATION PE FINISHED FLOOR ELEVATION FFE FOUND MONUMENT AS NOTED HEREON TO BE PROTECTED IN PLACE THE APPROPRIATE RECORD SHALL BE FILED WITH THE COUNTY SURVEYOR FOR ANY CORNERS THAT HAVE BEEN DESTROYED DURING CONSTRUCTION w SOILS ENGINEER'S CERTIFICATE 1, DAVID W. SKELLY 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 APRIL 4. 2017 /I AND FOR AN UPDATE ON . 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 RECOMMENDATIONS INCLUDED IN THE SOILS REP OR 4HIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIE 0 �j� Cl/MIC I Y V . ii SY YY S. jij /� RCE NO.: EXP. DATE: 12/31/19 JOB P. .0 - GEO SOILS, I . 5714 PAL WAY CARLS , CA 92010 (76 438 -3155 Qfof ess ioga \ EXP• �f 85q) F _3 .� 1 W/ RC r 176 97 ALPtu tF �50.►61'V 1'crnRl4 P0410A HISS AI.AiNr C.4SI4o3, 614 -44s- �p7�y THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WTrM- -TME 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. SIGNATURE: 4m qs// _�_ DATE: �' q'tea - KRYSTIN L. UREENE dk Greene Consulting, Inc. PO BOX 143 BONSALL, CA 92003 C 57860 EXPIRES JUNE 30, 2018 do Greene Consulting, Inc. SEC LErrFrZ 0/rre* C -4-ri x;0.27697 ,i�'® FaP.31311J10 � �z Q�of ess io "ai a S No.C57860 �F m IL FYP•�I��i( P.O. BOX 143 BMP PROJECT STATUS BONSALL, CA 92003 (760) 310 -9408 STANDARD EMAIL: KRISTINODKGREENE.COM PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 1 CHANGE NO. DESCRIPTION JNRA \ DATE BENCHMARK PROJECT D s n LOCATION _I l ritGKtU PAW S z - DEVELOPMENT SERVICES . DRAWING NO. RY- KG E N�INI�A$ w SOILS ENGINEER'S CERTIFICATE 1, DAVID W. SKELLY 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 APRIL 4. 2017 /I AND FOR AN UPDATE ON . 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 RECOMMENDATIONS INCLUDED IN THE SOILS REP OR 4HIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIE 0 �j� Cl/MIC I Y V . ii SY YY S. jij /� RCE NO.: EXP. DATE: 12/31/19 JOB P. .0 - GEO SOILS, I . 5714 PAL WAY CARLS , CA 92010 (76 438 -3155 Qfof ess ioga \ EXP• �f 85q) F _3 .� 1 W/ RC r 176 97 ALPtu tF �50.►61'V 1'crnRl4 P0410A HISS AI.AiNr C.4SI4o3, 614 -44s- �p7�y THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WTrM- -TME 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. SIGNATURE: 4m qs// _�_ DATE: �' q'tea - KRYSTIN L. UREENE dk Greene Consulting, Inc. PO BOX 143 BONSALL, CA 92003 C 57860 EXPIRES JUNE 30, 2018 do Greene Consulting, Inc. SEC LErrFrZ 0/rre* C -4-ri x;0.27697 ,i�'® FaP.31311J10 � �z Q�of ess io "ai a S No.C57860 �F m IL FYP•�I��i( P.O. BOX 143 BMP PROJECT STATUS BONSALL, CA 92003 (760) 310 -9408 STANDARD EMAIL: KRISTINODKGREENE.COM PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT UtJIGNtU UK.G N ti Y: l ritGKtU ENGINEERIN APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPART NT DRAWING NO. RY- KG BY: UE 011,S. &1 `-5'� PT N0.1032,ENC32 DESCRIPTION: LOCATION: TOP OF CURB, E. SIDE OF VULCAN, 200' N. OF "E" ST. RECORD FROM: ROS18416 ELEVATION: 92.00 DATUM: D88 HORIZONTAL:1 " =20' VERTICAL: 1 " =20' 5•4•Ip PLANS PREPARED UNDER SUPERVISION OF DATE:y R.C.E. NO.:C 57860 EXP: 06 30 18 RIS11 L. GREENE RECD M, ; APPROVED: % STEVEN N>OWAK CHRISTOPHER L. GDOSKU DATE DATE GRADING PLAN FOR: 472 ARROYO DRIVE DAVID & MICHELLE PRYOR APN 256- 420 -55 PLANNING CASE NO: 16 -281 CDP 13663 -G R�M01(E <tU, SI s�W�R I I KRISTIN L. GREENE DATE /A\ kovils RT WT r s 0 -a5 -c 1 1 REVIEWER S TOR CrfY Biel s41A*L _ ' SHEET 1 OF 4 JOB NO. 16 -28 MARCH 29, 2018, r�l NOTE: SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE NOTE - SPECIAL INSPECTION REQUIRED: ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- BUILTS, FOLLOWING STAGES. PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: AND /OR GRADING PLAN SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF 1. BASIN EXCAVATION RECORD SHALL FIELD VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. LESS THAN 10,000 SF. A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF 10,000 SF OR MORE OF 3. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL BE CONSIDERED A PRIORITY I COZENS 5. FINAL BASIN GRADING DEVELOPMENT PROJECT FOR PURPOSES OF STORMWATER QUALITY TREATMENT AND 6. FINAL COKMPLETED BASIN WITH VEGETATION ESTABLISHED SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS OF THE NPDES MS4 I 456 ARROYO DRIVE PERMIT AND THE CITY OF ENCINITAS BMP DESIGN MANUAL. APN 256 - 420 -54 3 ' X NEW ROADWAY ' PERVIOUS PAVERS -PER COX CABLE RISER DETAIL G-C SALVO TRUST '9 9ip -- O C 2 FOUND 1/2' REBAR -N 41 °W, 470 ARROYO DRIVE O� wLL 9�� 0.51' FROM TRUE CORNER r APN 256- 420 -53 F- LOCATION SEE ROS 22103 - � AND GeA�vg ra MhTcy � _ _ .� � $gl Z s conlcR�T� ° ��, Fs 8 m CONCRETE COLLAR TO BE CONSTRUCTED AT PIPE WE CONNECTIONS, PER THE ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ o DIRECTIONS OF THE SOILS I . 4 ;. € • 930 S . �. _ ABANDONED - ll �c� s g6• `FS �I O -4 -24" WIDE - �� ° tuarAU Aouto r-op fo o F-Aw. TYPE_A ROLLED CURB_ — -- -- 2:1 FIL '2:1 U d�6 v A A VLY — — L s� SN 4 f0 EAtf. , �C wwa t.ow - CO STEPS TO C 1/2" R B S 1' 25' W 19.68' FROM TRUE ODIFIED AT CORNER LOCATION SEE ROS 22103 B EXISTING 40' PRIVATE ROAD EASEMENT PER P.M. 8202 o n EDGE OF G -4 's d 3 MIN. — -� 2 . a ° Id. • ' 85 . EX. SDG &E VAULT TO ' 1I11 .0 90 82.OTG" 4 ° E ADJUSTED AS I'V W 94. : 3LF 6�C C�➢ 1 %' F "PY� @i 81:21E I a NEEDED —— d ° ° Q I B 8 ?,3FG 0� F� 2% $ '2F's \ a . ' 81; 9T� ° °� _o BOYD I I a �. d 'ssA I I cw� $2 i 474 ARROYO DRIVE APN 256 - 420 -56 85 a a \E I 0 8(),6 1b . EI .IIv. 1 83 n J % d m TW 96.0 29. I � • . •II°s 'a CONTRACTOR TO BW.95.0� E?. 0 W 1 < I 'PROTECT EXISTING G TF 3.O @ W . 3F I d : 110. ( SEWER LATERAL D II C PROPOSED SINGLE FAMILY RESIDENCE -I I I m n _ d ® d , X JVL I FFE -82.07 0Q'Ya I \ _ ASPHA T DW I mai - iz — , tu �� I Bps iG _ " °' J 19 0 \ / m O o, ' rn D ROOF LINE• /c�' I 8 3 eY - - .....� m I o TW 83 I � _ Q j I m - - - 1 9 c' 82 .. 82.2 o 0 80 IZ D o N Z 80 , 626 g0 'N O CC) 80 �$ b � < ROLLED CURB TO MATCH & Wn SATE 0 DRAIN INTO EX. CONC. CROSS I (9. s�s y y W W W W J y W I I III I 19 0 EXISTING 8' PRIVATE SEWER '� _ __ GUTTER co III 20 Ar J EASEMENT PER DOCUMENT DISTRICT TO INSTALL 1 7a' I // I 'Y +' +• W W W W W W W W W i W W c 0 ® i W -W J W W W W 3• W W- W.- W W W COPPER LATERAL & 1" 1 -80 I (9 /I M 0W RECORDED DECEMBER 22, 1978 ' METER PER WS -01 & WC -17 I ,•1 t, ! // I („} W W W W W W W W W W Y W W W W W FILE N0. 75-550340 OF O.R. AT ER'S EXISTING CONCRETE CR SS GU R W W W W W W N W VJ W W W W ♦ �� -�� •�- OWN EXPENSE. PROPOSED SEWER I W W i W i O W i Y W W W i W O G% I LATERAL PER ,YZ W W N W W F0 52LF -6 "PV SDRSD SS -01 I 1.5% EXISTING WATER METERS / IlN (9. _F� w W W • W W y W W 9S W -r-� EX. WOODEN FENCE / EXISTING FIRE HYDR NT 6" WIDE PCC @ 81• L — -- -- 2:1 FILL. 1.5% JJ �� CUTOFF WALL ll' 8p• if � --- - -1.5% `o . h+ + + + + + + + + + + + +. + ,` EXISTING IRREV. 0 FER TO __ -..• X. • ' � ' I DEDICATE REAL PROPERTY + + + + �F + + +� """' <L , v TO COUNTY OF SAN DIEGO }, y..... _ _=.�83 '05" W 170.90' �6s p PER P.M. 8202 I _ _ ++ + + + +f„.4-..6'y I s " " BIORETENTION 684 SF - �- SEE DETAIL SHEET 3 O TING SEWER MANHOLE EXISTING CONCRETE MOW STRIP N ofessfo FOUND 3/4" PIPE _� RIM ELEV. =76.0 eaP`PsKq °a /� NO TAG SEE C.R. - 25411 CITY OF ENCINITAS -PARK 75 0 10 20 30 c�F 000JAO cTta 6(- 95 N. VULCAN PER CITY ENGINEERING do Greene m Y No.c57sso C 45AA/ v`rr APN 258 - 090 -20 .,. Consulting, Inc. * EXP: �O �o /� PROPOSED SEWER DEPARTMENT REQUEST EXISTING 8" VCP SEWER LINE Covampr rf Noumw& affY 1.(Adwrt-fSS /'•Ott CONNECTION ADD WEEP HOLES TO EX. OQAUTA&a RFC/) c✓ v -+o -oa AS Doc a. 1" = 10' P.O. BOX 143 FENCE 20' O.C. xois•6144a6o BONSALL, (7 0) 310A 3 9408 9TF OF CAUFO EMAIL: KRISTINODKGREENE.COM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED DRA BY: ENGINEERING APPROVALS CITY OF ENCINITAS - DEPARTMENT SERVICES DEPARTMENT DRAWING NO. I ' fLbs .(ab BY:K DESCRIPTION: PT NO. 1032, ENC.32 S 1 PLANS PREPARED UNDER SUPERVISION OF 0"�t APPROVED: GRADING PLAN FOR: O lSE !` (t LOCATION: TOP OF CURR E- RIDFOF HORIZONTAL: 1 "=20' KRI S71N L. GREENE DATE DATE: 14.01.19, 472 ARROYO DRIVE VKIR VULCAN, zoo- N. OF "E" ST. DAVID & MICHELLE PRYOR 13663 -Ca ( RECORD FROM: ROS 18416 " , f Z S �� R.C.E. NO.: C 57860 STEV NOWAK CHRIST HER L. MA DOSKU VERTICAL: 1 =20 EXP: 06 30 18 r 5 -920/ APN 256- 420 -55 -( ELEVATION: 92.00 VIE ER SPECT R csr 7tN�:zurk A D88 KRIS -11N L. GREENE 16 -281 CDP SHEET 2 OF 4 DATUM: DATE DATE PLANNING CASE N0: JOB NO. 16 -28 APRIL 4, 2018 NOS 12" SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. INHIBITORS. HICKEN EDGE AT BASIN 1. NOS 12" SQUARE CAST IRON GRATE. /4" RECESS 3 8" EXPANSION JOINT #4 REBAR HORIZONTAL,/ PLACE AT CENTER OF CONC. OMPACTED SOIL POUR 3" CLR @ BTM. (TYP) DRILL 1/8" WEEP HOLE TYPICAL OF 4 PLACES " GRAVEL BASE 4" TO 6" AT BTM CORNERS. DEEP BELOW BASIN. TO 4&g!ENT STANDING WATER. 1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. SQUARE CATCH BASIN 12" SQUARE CATCH BASIN - TYPICAL INSTALLATION FOR VEHICULAR TRAFFIC APPLICATION LOAD CASE C NDS 9" SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. INHIBITORS. THICKEN EDGE AT BASIN SLOPE #4 REBAR HORIZONTAL PLACE AT CENTER OF CONC. POUR 3" CUR @ BTM. (TYP) 4" GRAVEL BASE 4" TO 6" DEEP BELOW BASIN. TO PREVENT STANDING WATER. NDS 9" SQUARE CAST IRON GRATE. F-- 1 /4" RECESS L--COMPACTED SOIL DRILL 1/8" WEEP HOLE TYPICAL OF 4 PLACES AT BTM CORNERS. JOINT NOTES: 1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. 2. RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION. 3. DO NOT USE OVER 5 RISERS WITH CATCH BASIN. 4. EXISTING SOILS SHOULD BE EVALUATED TO ENSURE PROPER STRUCTURAL AND PERMEABILITY PROPERTIES. 5. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 6. DO NOT SCALE DRAWING. 7. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 8. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWE AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. SQUARE CATCH BASIN 9" SQUARE CATCH BASIN - INSTALLATION FOR VEHICULAR TRAFFIC APPLICATIONS LOAD CASE C NDS V ATRIUM POLYOLEFIN GRATE WI U.V. INHIBITORS. LJNDS SLOPE TO DRAIN COMPACTED SOIL "SEWER 8 DRAIN ISER PIPE (LENGTH AS REQUIRED) SPEE -D BASIN CORRUGATED PIPE VERT ELEVATION CRUSHEDSTONE ate. ROUND SPEE -D BASINS OuilE fAWWAM) N.T.S. PERVIOUS PAVER DETAIL 6 "X16" PCC FLUSH CURB OR DEEPENED G -1 CURB PERMOUS VOID FILLER -1/8" TO 3/8" (NO. 8) I3AVrP -Ani iA_AaA AGGREGATE IN VOIDS BEDDING COURSE - 2" THICK OF 1/8" TO 3/8" (NO. 8) AGGREGATE CHOKER COURSE - 4" THICK OF 3/8" TO 1/2" (NO. 57) CRUSHED ROCK MIN. 6" THICK OF 3/4" CRUSHED ROCK SOIL SUBGRADE NOTES: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED ESTIMATED GROUND SURFACE UNDERNEATH STOCKPILE 100 0 all :f 70 0 +00 IN AN EFFORT TO AVOID MORE THAN AN 8' CUT, THE EXISTING STOCKPILED DIRT HAS BEEN IGNORED. n_ NOS ROUND POLYOLEFIN RATE W/ U.V. INHIBITORS SLOPE TO DRAIN a LOPE TO DRAIN UND SURF p 12" 74.-&3 TGOgaORFLO�SW DRAIN 6 �= COMPACTED SOIL J 4' WALL PER 809 ____-------NDS #66 - 9" SEWER & DRAIN EMAIL: KRISTIN@DKGREENE.COM GROUND JURFACE ALO G "A" - RISER PIPE (LENGTH AS REQUIRED) 4 cG 0, DS #201 SPEE -D BASIN w . WOODEN FENCE CUT TEMP. " DRAIN PIPE @ MIN 1% BW =94.0- „ 4' VERT. J � a 4" WEEP HOLES 20' O.C.* EX. WOOD 11 0 PAD ELEV =82 ' Lai I. I NVERT ELEVATION 24" MIN. ENGINEERED SOIL RUSHED STONE -75 'MODIFIED own r w NV m NDS ROUND GRATE WITH NDS SPEE -D "�- BASIN N.T.S. NOTES: 1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. 2. RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION. 3. DO NOT USE OVER 5 RISERS WITH CATCH BASIN. 4. EXISTING SOILS SHOULD BE EVALUATED TO ENSURE PROPER STRUCTURAL AND PERMEABILITY PROPERTIES. 5. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 6. DO NOT SCALE DRAWING. 7. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. 8. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWE AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. SQUARE CATCH BASIN 9" SQUARE CATCH BASIN - INSTALLATION FOR VEHICULAR TRAFFIC APPLICATIONS LOAD CASE C NDS V ATRIUM POLYOLEFIN GRATE WI U.V. INHIBITORS. LJNDS SLOPE TO DRAIN COMPACTED SOIL "SEWER 8 DRAIN ISER PIPE (LENGTH AS REQUIRED) SPEE -D BASIN CORRUGATED PIPE VERT ELEVATION CRUSHEDSTONE ate. ROUND SPEE -D BASINS OuilE fAWWAM) N.T.S. PERVIOUS PAVER DETAIL 6 "X16" PCC FLUSH CURB OR DEEPENED G -1 CURB PERMOUS VOID FILLER -1/8" TO 3/8" (NO. 8) I3AVrP -Ani iA_AaA AGGREGATE IN VOIDS BEDDING COURSE - 2" THICK OF 1/8" TO 3/8" (NO. 8) AGGREGATE CHOKER COURSE - 4" THICK OF 3/8" TO 1/2" (NO. 57) CRUSHED ROCK MIN. 6" THICK OF 3/4" CRUSHED ROCK SOIL SUBGRADE NOTES: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED ESTIMATED GROUND SURFACE UNDERNEATH STOCKPILE 100 0 all :f 70 0 +00 IN AN EFFORT TO AVOID MORE THAN AN 8' CUT, THE EXISTING STOCKPILED DIRT HAS BEEN IGNORED. n_ 0 +40 0 +80 SECTION "A" - "A" HZ SCALE: 1" = 20' VT SCALE: 1" = 10' /24" ROLLED CURB;&R4 -B„ EX. 10' CONCRETE 12' PERVIOUS PAVERS SECTION "C" - "C" NO SCALE 1+20 100 *X -NCE 80 70 PAAER BASE PER DETAIL LO I STOCKPILED DIRT a SOIL, 18" O.C. PLANTING MIN. UND SURF p 12" 74.-&3 TGOgaORFLO�SW DRAIN 6 P.O. BOX 143 J 4' WALL PER 809 OF CAV�FO EMAIL: KRISTIN@DKGREENE.COM GROUND JURFACE ALO G "A" - o a z o 4 cG 0, MIN- TW =96.0 . WOODEN FENCE CUT TEMP. 3:: BW =94.0- „ 4' VERT. J � a 4" WEEP HOLES 20' O.C.* EX. WOOD 11 0 PAD ELEV =82 ' Lai I. I 91.0 24" MIN. ENGINEERED SOIL D -75 'MODIFIED a w m ?G :� SEE DETAI < 3" 3/8" GRAVEL 12" 'MIN. 3/4" CRUSHED •S'- a ROCK * *SEE NOTE Li Li o- GROUND 76.5' • LPERF. f �• PE" DRAIN PIPE 0 +40 0 +80 SECTION "A" - "A" HZ SCALE: 1" = 20' VT SCALE: 1" = 10' /24" ROLLED CURB;&R4 -B„ EX. 10' CONCRETE 12' PERVIOUS PAVERS SECTION "C" - "C" NO SCALE 1+20 100 *X -NCE 80 70 PAAER BASE PER DETAIL *BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. * *THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. BECAUSE THIS BASIN OUTLETS TO AN ADJACENT PROPERTY, IT WILL BE SIZED TO MAINTAIN 0.5Q(2), EQUAL TO 7.5% OF THE SURFACE AREA OF THE IMPERVIOUS AREA DRAINING TO IT. BIORETENTION DETAIL SCALE:1 " =3' Q�Of ess i""7 F Z% DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL, 18" O.C. PLANTING MIN. UND SURF St' S 12" 74.-&3 TGOgaORFLO�SW DRAIN 6 P.O. BOX 143 B 3 4' WALL PER 809 OF CAV�FO EMAIL: KRISTIN@DKGREENE.COM SDRSD C -4 4 0, MIN- TW =96.0 . WOODEN FENCE CUT TEMP. 1.1/ BW =94.0- „ 4' VERT. J � a 4" WEEP HOLES 20' O.C.* 11 0 ' 3" HARDWOOD MULCH ' 91.0 24" MIN. ENGINEERED SOIL low w *SEE NOTE BELOW ?G :� 3" 3/8" GRAVEL 12" 'MIN. 3/4" CRUSHED •S'- ROCK * *SEE NOTE GROUND 76.5' • LPERF. f �• PE" DRAIN PIPE IMPERMEABLE BASIN FOR WALL DETAIL A - 2' LINER TO EXTEND TO SEE THIS SHEET PERIMETER WALLS BF AND SECURED IN 72.ry PLAN PER GSI (2017) 30 MIL. PVC IMPERMEABLE BASIN *BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. * *THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. BECAUSE THIS BASIN OUTLETS TO AN ADJACENT PROPERTY, IT WILL BE SIZED TO MAINTAIN 0.5Q(2), EQUAL TO 7.5% OF THE SURFACE AREA OF THE IMPERVIOUS AREA DRAINING TO IT. BIORETENTION DETAIL SCALE:1 " =3' Q�Of ess i""7 F Lo 110 0 0 100 .E 0a Ps m C9 q � UND SURF -- ok Greene * Consulting, Inc. d NO.C57860 m m EXP: 931% P.O. BOX 143 B 3 9rF (760) 310A 408 OF CAV�FO EMAIL: KRISTIN@DKGREENE.COM Lo 110 0 0 100 .E m 6" PVC DRAIN PIPE--J 0 +20 0 +40 0 +60 SECTION "B" - "B" HZ SCALE: 1'" = 20' VT SCALE: 1" = 10' SELECT BACKFILL REQUIRED - PER GEOTECHNICAL ENGINEER RECOMMENDATION 2 3/4" I- °D NOTE: BACKWALL DRAINAGE PER GEOTECHNICAL ENGINEER RECOMMENDATION 110 12 "' 4 y V 100 3" - 470 " -C -2000 CONCRETE OR 2000 PSI CONCRETE DIFIED TAIL MODIFIED D -75 BROW DITCH No SCALE 3 90 tj 8 .0 80 0 +80 MORTAR CAP OR UNIT CAP PER OWNER'S SPECIFICATIONS 8" C.M.U., SLD. GROUT, SP. INSP. -fm= m= 1500. psi, Fy= 40000. psi - #5 (GRADE 40) @ 16." Vert @ Edge -#4 (GRADE 40) @ 16" Horiz (CONTINUOUS) 12" C.M.U., SLD. GROUT, SP. INSP. fm= 1500. psi, Fy= 60000. psi #5 (GRADE 60) @ 8" Vert @ Edge #4 (GRADE 40) @ 24" Horiz (TYP) BEGIN 5 REBAR x, 3" 12" CONC. _O„ /f'c= 2000. psi, Fy= 60000. psi #5 (GRADE 60) @ 8" Vert @ Ed I`#4(GRADE 40) @ 8" ox . KEY I T_ ONCRETE: 2000 psi RADIUS BEND #5 (GRADE 60) @ 8" #4(GRADE 140) @ 8" ox Y (GRADE 40) HORIZ.(CONTIN000S) CONCRETE: 2000 psi RETAINING WALL, MAX. HEIGHT =8.67' DETAIL A SCALE: 1 " =2' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED DRAW BY: ENGINEERING APPROVALS CITY OF ENCINITAS - DEPARTMENT SERVICES DEPARTMENT DRAWING NO. BY: rs t PT N0.1032,ENC 32 y•�•� PLANS PREPARED UNDER SUPERVISION OF RECD APPROVED: GRADING PLAN FOR: z2t& REV S WI 2 0 A �. y DESCRIPTION: L(.cl -IV 472 ARROYO DRIVE V - � LOCATION: TOP of cUlxa, E SIDE OF HORIZONTAL:1 =20 KRISTIN L. GREENE DATE DATE: ' VULCAN, zoo' N. OF "E" ST. STE N OWAK CHRISTOPHER L. M coosKU DAVID & MICHELLE PRYOR 13663 -G RECORD FROM: ROS18416 VERTICAL: 1 " =20' 1 h' 6'w•t,\ R.C.E. NO.:C 57860 ELEVATION: 92.00 REVIEWER I SPEC OR CV" "auesN.6sR EXP: 06 30 18 S- a -/ �9 zo /R- APN 256- 420 -55 DATUM: A D88 KRISTIN L. GREENE DATE DATE PLANNING CASE NO: 16 -281 CDP SHEET 3 OF 4 G UND SURF CE ALONG' 2 C'G TW =96.0 TEMP. 1.1/ BW =94.0- D -75 M SEE D 4' VERT. J � a 91.0 low w AD ELEV= m 6" PVC DRAIN PIPE--J 0 +20 0 +40 0 +60 SECTION "B" - "B" HZ SCALE: 1'" = 20' VT SCALE: 1" = 10' SELECT BACKFILL REQUIRED - PER GEOTECHNICAL ENGINEER RECOMMENDATION 2 3/4" I- °D NOTE: BACKWALL DRAINAGE PER GEOTECHNICAL ENGINEER RECOMMENDATION 110 12 "' 4 y V 100 3" - 470 " -C -2000 CONCRETE OR 2000 PSI CONCRETE DIFIED TAIL MODIFIED D -75 BROW DITCH No SCALE 3 90 tj 8 .0 80 0 +80 MORTAR CAP OR UNIT CAP PER OWNER'S SPECIFICATIONS 8" C.M.U., SLD. GROUT, SP. INSP. -fm= m= 1500. psi, Fy= 40000. psi - #5 (GRADE 40) @ 16." Vert @ Edge -#4 (GRADE 40) @ 16" Horiz (CONTINUOUS) 12" C.M.U., SLD. GROUT, SP. INSP. fm= 1500. psi, Fy= 60000. psi #5 (GRADE 60) @ 8" Vert @ Edge #4 (GRADE 40) @ 24" Horiz (TYP) BEGIN 5 REBAR x, 3" 12" CONC. _O„ /f'c= 2000. psi, Fy= 60000. psi #5 (GRADE 60) @ 8" Vert @ Ed I`#4(GRADE 40) @ 8" ox . KEY I T_ ONCRETE: 2000 psi RADIUS BEND #5 (GRADE 60) @ 8" #4(GRADE 140) @ 8" ox Y (GRADE 40) HORIZ.(CONTIN000S) CONCRETE: 2000 psi RETAINING WALL, MAX. HEIGHT =8.67' DETAIL A SCALE: 1 " =2' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED DRAW BY: ENGINEERING APPROVALS CITY OF ENCINITAS - DEPARTMENT SERVICES DEPARTMENT DRAWING NO. BY: rs t PT N0.1032,ENC 32 y•�•� PLANS PREPARED UNDER SUPERVISION OF RECD APPROVED: GRADING PLAN FOR: z2t& REV S WI 2 0 A �. y DESCRIPTION: L(.cl -IV 472 ARROYO DRIVE V - � LOCATION: TOP of cUlxa, E SIDE OF HORIZONTAL:1 =20 KRISTIN L. GREENE DATE DATE: ' VULCAN, zoo' N. OF "E" ST. STE N OWAK CHRISTOPHER L. M coosKU DAVID & MICHELLE PRYOR 13663 -G RECORD FROM: ROS18416 VERTICAL: 1 " =20' 1 h' 6'w•t,\ R.C.E. NO.:C 57860 ELEVATION: 92.00 REVIEWER I SPEC OR CV" "auesN.6sR EXP: 06 30 18 S- a -/ �9 zo /R- APN 256- 420 -55 DATUM: A D88 KRISTIN L. GREENE DATE DATE PLANNING CASE NO: 16 -281 CDP SHEET 3 OF 4 -V N.% NOTE: y 1• ,�,','i'i'i'i INSTALL FIBER ROLL �' ''' II'III y ALONG A LEVEL CONTOUR. ,�.'�'.'.'.'.' y ' %'',''.?;'' III • y y � y Fiber rolls I y y �ry -V lee JI . ti VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 2.4M AND 6.0M y y y INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE ROLL INSTALLATI 10 SCALE SC -5 l /a / I I I SUPPLY WATER - TO WASH WHEELS IF NECESSARY O I w I J U EXISTING EDGE OF PAVEMENT / \- RUNOFF DIVERSION RIDGE NOTE: ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS, PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO PREVENT EROSION AND CONTROL DUST. SITE ENTRANCES AND EXITS ARE ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE. STABILIZED CONSTRUCTION ENTRANCE NO SCALE TC -1 DESCRIPTION QUANTITIES USE GRAVEL BAGS, SILT FENCE SPILLWA�STRAW 61.1•S BALES OR OTHER FIBER ROLLS / \ F�K APPROVED METHODS TO TO F�Ox i' d BASIN ASZREQUIREDF III _ — —P SLOPE / C 507S S O O 1776 SF 2" - 3" COURSE AGGREGA*O C 0 o (6" THICK MIN.) 0,m9 / \- RUNOFF DIVERSION RIDGE NOTE: ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS, PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO PREVENT EROSION AND CONTROL DUST. SITE ENTRANCES AND EXITS ARE ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE. STABILIZED CONSTRUCTION ENTRANCE NO SCALE TC -1 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. &'4 N (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. �s FABRIC ff T1' 1.n.�l.n SILT FENCE I I I 456 ARROYO DRIVE I I I APN 256 - 420 -54 J 7" l BOYD 474 ARROYO DRIVE APN 256- 420 -56/ / l / / 0 20 40 1 " =20' Quo, ess iorya/ yea \, \PS((q F. do Greene d NO.C57860 Consulting, Inc. * EXP,160 SO m P.O. BOX 143 BONSALL, CA 92003 9TF of CAVFO (760) 310 -9408 EMAIL: KRISTINODKGREENE.COM .N m x IO O I� r z m a DESCRIPTION QUANTITIES p SILT FENCE a .. 61.1•S DRAIN O B P FIBER ROLLS n ROOF DRAIN TO B P INLET PROTECTION i' d sD III _ — —P SLOPE / I� 507S S S G G 1776 SF Sc- SELF MITIGATING DMA 7 o SOD ,y �n KRISTIN L GREENE DATE A D D A G ' �� <m y .. + + + + ++ + + ++ INSPECTOR c iv aw&p wam 'J SIILW TRUST N I KELSEY 'a ® � { -��APN 5251 SF . � / f e i / //f e s.•.. .X.JXJ APN 256-420�58 • /// f F g$ � r 7 � a :.., 4..,. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. &'4 N (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. �s FABRIC ff T1' 1.n.�l.n SILT FENCE I I I 456 ARROYO DRIVE I I I APN 256 - 420 -54 J 7" l BOYD 474 ARROYO DRIVE APN 256- 420 -56/ / l / / 0 20 40 1 " =20' Quo, ess iorya/ yea \, \PS((q F. do Greene d NO.C57860 Consulting, Inc. * EXP,160 SO m P.O. BOX 143 BONSALL, CA 92003 9TF of CAVFO (760) 310 -9408 EMAIL: KRISTINODKGREENE.COM .N m x IO O I� r z m a DESCRIPTION QUANTITIES p SILT FENCE a .. 61.1•S DRAIN O B P FIBER ROLLS n ROOF DRAIN TO B P INLET PROTECTION i' d sD III _ — —P SLOPE �Z I� 507S S S G G 1776 SF Sc- SELF MITIGATING DMA 7 o SOD ,y �n KRISTIN L GREENE DATE A D D A G ' �� <m y .. + + + + ++ + + ++ INSPECTOR c iv aw&p wam 'J I N I KELSEY 'a ® � { 5251 SF 380 DOLLIMORE RD I. APN 256-420�58 • 7 � a 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. &'4 N (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. �s FABRIC ff T1' 1.n.�l.n SILT FENCE I I I 456 ARROYO DRIVE I I I APN 256 - 420 -54 J 7" l BOYD 474 ARROYO DRIVE APN 256- 420 -56/ / l / / 0 20 40 1 " =20' Quo, ess iorya/ yea \, \PS((q F. do Greene d NO.C57860 Consulting, Inc. * EXP,160 SO m P.O. BOX 143 BONSALL, CA 92003 9TF of CAVFO (760) 310 -9408 EMAIL: KRISTINODKGREENE.COM .N m x IO O I� r z m a DESCRIPTION QUANTITIES p SILT FENCE a .. 61.1•S DRAIN O B P FIBER ROLLS n ROOF DRAIN TO B P INLET PROTECTION 150 LF LA DSCAPE sD 7 _ — —P SLOPE �Z I� 507S S S G G 1776 SF Sc- SELF MITIGATING DMA 7 o SOD ,y �n KRISTIN L GREENE DATE A D D A 3 �� <m y .. + + + + ++ + + ++ INSPECTOR c iv aw&p wam 'J I N I 1I { I. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. &'4 N (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. �s FABRIC ff T1' 1.n.�l.n SILT FENCE I I I 456 ARROYO DRIVE I I I APN 256 - 420 -54 J 7" l BOYD 474 ARROYO DRIVE APN 256- 420 -56/ / l / / 0 20 40 1 " =20' Quo, ess iorya/ yea \, \PS((q F. do Greene d NO.C57860 Consulting, Inc. * EXP,160 SO m P.O. BOX 143 BONSALL, CA 92003 9TF of CAVFO (760) 310 -9408 EMAIL: KRISTINODKGREENE.COM .N m x IO O I� r z m a DESCRIPTION QUANTITIES p SILT FENCE 302 LF — DRAIN O B P FIBER ROLLS n ROOF DRAIN TO B P INLET PROTECTION 150 LF LA DSCAPE STABILIZED CONSTRUCTION ENTRANCE 1 EA 3595 SF SLOPE �Z I� 507S S S G G 1776 SF PERVIOUS PAVERS SELF MITIGATING DMA 7 611 SF SOD ,y �n KRISTIN L GREENE DATE A D D A 3 �� <m y R V R INSPECTOR c iv aw&p wam 'J I N I 1I { I. W CONSTRUCTION BMPIS LEGEND SY BOL DESCRIPTION QUANTITIES DMA TYPE SILT FENCE 302 LF — DRAIN O B P FIBER ROLLS 268 LF ROOF DRAIN TO B P INLET PROTECTION 150 LF LA DSCAPE STABILIZED CONSTRUCTION ENTRANCE 1 EA 3595 SF SLOPE SELF MITIGATING DMA NAME DMA AREA (S.,F) SURFACE TYPE DMA TYPE DMA 1 3398 SF CONCRETE DRAIN O B P DMA 2 5657 SE ROOF DRAIN TO B P DMA 3 1776 SE LA DSCAPE DRAIN TO BMP DMA 4 3595 SF SLOPE SELF MITIGATING D A5 507S S S G G 1776 SF PERVIOUS PAVERS SELF MITIGATING DMA 7 611 SF SOD SELF MITIGATING SITE DESIGN LEGEND DESCRIP110N ENCINFAS MODEL BM LOCATIO MINIMIZE IMPERVIOUS AREA SD -3 AS INDICATED IMPERVIOUS AREA DISPERSION SD -5 AS INDICATED RUNOFF COLLECTION SD -6 AS INDICATED LANDSCAPE WITH NATIVE OR DROUGHT TOLERANT SPECIES SD -7 AS INDICATED SOURCE CONTROL LEGEND E NO. DESCRIPTION ENCINITAS ODEL B P LOCH 0 LANDSCAPE /OUTDOOR PESTISIDE USE SC -6 AS INDICATED CHA E NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ut "`' "tu u bT: "t""tu ENGINEERING APPROVALS CITY OF ENCINITAS - DEPARTMENT SERVICES DEPARTMENT DRAWING NO. )A E3 �-� DESCRIPTION: PT NO. 1032, LOCATION: TOP OF GLRB F_ siDF of VULCAN, 200•N. OF "E• ST. RECORD FROM: ROS18416 ELEVATION: 92.00 DATUM: A D88 " HORIZONTAL:1 =20 VERTICAL: 1 " =20' �• q PLANS PREPARED UNDER SUPERVISION OF DATE: I q—�Lg R.C.E. NO.:C 57860 GREENE EXP: 06 30 18 KRISTIN L. RECOM, APPROVED: ' ' ✓ _ ✓ ,�f�i'�� S OWAK cTOHER L. MA osKU - �/� 5 -9�Zal �' DATE DATE EROSION CONTROL PLAN FOR: 472 ARROYO DRIVE DAVID & MICHELLE PRYOR APN 256 - 420 -55 PLANNING CASE NO: 16 -281 CDP ,� 366.3 -G KRISTIN L GREENE DATE 3 �� R V R INSPECTOR c iv aw&p wam SHEET 4 OF 4 JOB NO. 16 -28 APRIL 4, 2018