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2017-13361 G (Plans)MI F i ! ,`. X# 4_ 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 "LIMITED GEOTECHNICAL RECOMMENDATIONS AT 775 NORMANDY ROAD, ENCINITAS, CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROUP, DATED APRIL 25, 2017 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN 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 (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON 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 C17Y 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. 13361 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER 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 C17Y 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. Id tllll�a\Illl 1WK 1t EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SALVADOR FRANCO AT (619) 888 -3278, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP N07ES 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 CUNTROL SHALL NOT BE MODIFIED W17HOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. w igne-wix Z' •• • 20 ••• • •• • •> > • • • • 'TECORD `: DATUM: ELEVATION: 174.391 FEET �D:: 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 STORd DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -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 TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. PROJECT OWNER: WHIZ BUILDERS 2500 HOOVER AVE. NATIONAL CITY, CA 91950 CONTACT SALVADOR FRANCO "^ CELL PHONE NO. (619) 888 -3278 PROJECT ADDRESS: 775 NORMANDY AVENUE PACIFIC ENCINITAS, CA 92024 OMAN PROJECT A.P.N. 254 - 363 -02 ../. LEGAL DESCRIPTION: WLY 96.385 FT OF ELY 221.385 FT OF NLY 104 FT OF LOT 34 TR 1992 -A^ PROJECT CIVIL ERIN RIST ENGINEERING DESIGN GROUP 2121 �^ ENGINEER: MON77EL ROAD SAN MARCOS, CALIFORNIA 92069 (760) 839 -7302 PHONE (760) 480 -7477 FAX =.lz, 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. WE HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY PUBLIC EASEMENTS. SIGNATURE: DATE. - 2�/'/7 WHIZ BUILDERS - SALVADOR FRANCO, PRESIDENT SOILS ENGINEER'S CERTIFICATE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. I, ERIN RIST, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT DATE. 4 28'11 ERIN 64F WAS h6WE °" ME OR UN9 R 9I°- G449N APRIL, 29 ;6. ONE COMPLETE COPYW THE SOILS RECOMMENDATONS ENGINEERING DESIGN GROUP +1W- -ON COMPILED FROM THIS STUDY, DATED APRIL 25, 2017, WITH MY RECOMMENDATIONS, BEE SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND' CER THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE` GRAD G PLANS AND SPECIFICATIONS. B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 EARTHWORKDATA C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 SIGNED: D. TELEPHONE - SBC BELL - (760) -489 -3411 STEEPEST EXISTING NATURAL E. CABLE TV - COX COMMUNIC4TIONS- (760)- 806 -9809 X -2233 SIGNED: i 1 V 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. E IN RIST OF CUT = PHONE (760)- 633 -2770. STEVEN NORRIS RCE NO.: 6 1 6� pgOfESSIpN'4 E. R/S Fyc GE NO.: 2590 EXPORT = 200* C.Y. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. REMEDIAL = Q C.Y. A EXP. DATE. 9/30/2017 EXP. DATE: _- 1213112017 No. 65122 A JOB: 155548 -1 Exp. 09/30/2017 NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ENGINEERING DESIGN GROUP ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. 2121 MON77EL ROAD s9 a`p DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES SAN MARCOS, CAUFORN14 92069 rf Or c 01 WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. (760) 839 -7302 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, STATEMENT OF ENGINEER OF WORK 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. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE SITE 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 PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS NOT A THEREFORE BY THE CITY OF ENCINITAS ENGNE OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN SURFACES. 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 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE 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. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS SIGNATURE: DATE. 4 28'11 ERIN T 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 ENGINEERING DESIGN GROUP SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY 2121 MONTIEL ROAD EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SAN MARCOS, CALIFORNIA 92069 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF (760) 839 -7302 UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. RCE EXPIRES 9130/2017 A. SEWERS - LEUCADIA WASTEWATER DISTRICT - (760)- 753 -3094 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 EARTHWORKDATA C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 STEEPEST EXISTING NATURAL E. CABLE TV - COX COMMUNIC4TIONS- (760)- 806 -9809 X -2233 SLOPE ON -SITE = L H : 1 V 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. MAXIMUM VERTICAL DEPTH OF CUT = PHONE (760)- 633 -2770. MAXIMUM VERTICAL DEPTH OF FILL = 1' CUT = 220* C.Y. FILL = 20* C.Y. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)633 -2770. ALL WORK EXPORT = 200* C.Y. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. REMEDIAL = Q C.Y. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 2105 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 3850 SQFT INCREASE IN IMPERVIOUS AREA: 1745 SQFT IMPERVIOUS AREA REPLACED. 2105 SQFT LEUCADIA WASTEWATER DISTRICT PUBLIC SEVVER SYSTEM APPROVAL APPROVED SY: LWD DISTRICT ENGINEER C QCA;% C33b9Z �3 �� 1 SIGN DATE DEXTER WILSOM BN6INfERIN4,INC. M. Iolsol"Is SCALE AS -BUILT V. FIELD OPERATIONS SHEET INDEX SHT NO. DESCRIPTION 1 TITLE SHEET & NOTES 2 GRADING PLAN, DETAILS 3 GRADING PLAN - SECTIONS 4 EROSION CONTROL PLAN, DETAILS PLANNING AND BUILDING b`i • d) ( Fl L_ i47I 1(ak rZ DATE SIGN DATE PLANS PREPARED UNDER SUPERVISION OF HORIZONTAL: NOTED 09/30/17 919?-11,8 �. DATE: ERI RIST EXP. DATE: DATE: RCE: E15122 -Y R.C.E. NO.: 65122 VERTICAL: NOTED pw _ I ERIN RISI EXP. 9 -30 -17 *- EARTHWORK QUANTITIES ARE APPROXIMATE WITHOUT BUILDING FOOTINGS EXCAVATIONS AND FOR PERMIT PURPOSES ONLY. PARKS AND RECREATION SIGN DATE ENGINEERING DIVISION APPROVALS RECOMMENDED APPROVED L- BY:�/r JE SE OWENS FRANK B O� e/ AA /1-7 g 3a 9 7 DATE: DATE: E. R. No. 65122 Exp. 09/30/2017 V I BMP PROJECT STATUS I STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SIGN DATE S N ' CITY OF ENCINITAS - DEVELOPMENT SERVICES GRADING PLAN FOR: 775 NORMANDY ROAD, ENCINITAS, CA 92024 WHIZ BUILDERS PROPERTY APN NO. 254 - 363 -02 PLANING CASE NO: N/A W • DRAWING NO. 13361 -G ornon Ja�O W UOI V' NQ CL Z� 111 WZ rZ � V co LLI n -A EX. R/W EX. R/W I M� I a. r �4 1' 2.5' CONCRETE PAVER 3 118" MIN THICKNESS SEAL JOINT 1" BEDDING SAND REPLACE FULL FILL OPENING IN PAVERS DEPTH A.C. FL UNITS W/ 114" TO 318" AGGREGATE VARIES_ 2 %- 2% v I 0 �0 ° y I EX. A. C, o "o PAVEMENT , . COMPACTED AGGREGATE BASE �g o '71-f 171 R T7 =1 11= II- v o GEOTEXTILE AS REQUIRED o PCC FLUSH CURB 6" COMPACTED SOIL SUBGRADE WIDE x 160 DEEP PCC FLUSH CURB 6" WIDE x 16" DEEP NORMANDY ROAD SECTION NOT TO SCALE INSTALL LARGE COBBLE OR VEGETA77ON ON OVERFLOW EDGES TO ENSURE EROSION DOES NOT OCCUR TO THE SATISFACTION OF THE CITY INSPECTOR AND ENGINEER OF WORK 2" HARDWOOD DROUGHT TOLERANT MULCH /GRASS PLANTS (TYP.) COVER OR CITY APPROVED 2% EQUIVALENT 1% NON- PERMEABLE LINER 15 CI I1 =11I- III - III -I I_I I1 =1�� MIL MIN AT BIORET. 81 - I1= 1111 -I I -I I1 -I I -I I III AT SIDE OF THE HOUSE VIII -III III III -III -I - I -1 I -1 LI I -1 I I I =1 I I 24" LAYER ENGINEERED SOIL *SEE NOTE BELOW 2" LAYER OF GRAVEL 12" LAYER OF GRAVEL * *SEE NOTE BELOW * B10RE7EN7ION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 59w CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. FREE OF STONES, STUMPS, ROOTS OR SIMILAR OBJECTS AND ALSO FREE OF NOXIOUS WEEDS. ** j" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRA17ON AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE. /-,-\BIORETENTION AREA DETAIL CHANGE NO. DESCRIPTION NOT TO SCALE EX. DRVEWAY CONTRACTOR TO LOCATE AND - VERIFY EXISTING SEWER LATERAL LOCATION, ELEVATION AND CONDITION AND NOTIFY' ENGINEER WITH ANY (E) STORM DRAIN 00 0 00000 a 16955 - ��u urn c QrI01,00© 0 C gin IF _.._ \ % :6" ACP WATER 169.2 FS E>5� \ W' SD D WO- 60 -13. CONTRAC n� �( )j6 "SAC " TO POTHOLE PRIOR TO STAR 00 c 168 PARKING u w: a ' Z� v v v "- WATER LINE OF CONSTRUCTION 7 D 0 0 j �' ° PER SDWD o cr LO a DETERMINE P N nr j BE ❑ 0 0 a Oz v _y � 1Z�huac€ i„A �LSJp G ❑gC�€1T 11 w _ . W 96;39' 1 13 a ° 1 a 16B 167 a 1 0 1 16 168 ry FS = 166.4 '14 \ a ° a ° 13',: ° IE= 63.7 TIN 1715 TG= 6 6 4 �° 15 IE =163. 5 -- - a FL 5 -6.5 ".... 165.8 166 4 T 165.8. FG 163. 3'_ 1 S00' 51' 35 W 1 TG = 16 .8 4 ' IE =1655. .: 104.00' 23 TW =16r FS =165 8 G =165.0 64.6 I PROTECT (E) I 2A I 27' 8' 17' I TREE IN PLACE t3' f1 NEW GARAGE EX. GARAGE VARIES ?y 27- VARIES 1 GFF =166.1 FS= 166.1 w EXIST. CURB EXIST. ACj PCC FLUSH PAVEMEN z EXIST. 1' SAWCUT AND CURB 6" WIDE w PERVIOUS REPLACE W/ APPROX. LOCA71ON x 16" DEEP PAVERS FULL AC OF (E) 6" ACP 2% WATER MAIN ® NORMANDY ROAD (n o N.T.S. LOOKING EAST a. r �4 1' 2.5' CONCRETE PAVER 3 118" MIN THICKNESS SEAL JOINT 1" BEDDING SAND REPLACE FULL FILL OPENING IN PAVERS DEPTH A.C. FL UNITS W/ 114" TO 318" AGGREGATE VARIES_ 2 %- 2% v I 0 �0 ° y I EX. A. C, o "o PAVEMENT , . COMPACTED AGGREGATE BASE �g o '71-f 171 R T7 =1 11= II- v o GEOTEXTILE AS REQUIRED o PCC FLUSH CURB 6" COMPACTED SOIL SUBGRADE WIDE x 160 DEEP PCC FLUSH CURB 6" WIDE x 16" DEEP NORMANDY ROAD SECTION NOT TO SCALE INSTALL LARGE COBBLE OR VEGETA77ON ON OVERFLOW EDGES TO ENSURE EROSION DOES NOT OCCUR TO THE SATISFACTION OF THE CITY INSPECTOR AND ENGINEER OF WORK 2" HARDWOOD DROUGHT TOLERANT MULCH /GRASS PLANTS (TYP.) COVER OR CITY APPROVED 2% EQUIVALENT 1% NON- PERMEABLE LINER 15 CI I1 =11I- III - III -I I_I I1 =1�� MIL MIN AT BIORET. 81 - I1= 1111 -I I -I I1 -I I -I I III AT SIDE OF THE HOUSE VIII -III III III -III -I - I -1 I -1 LI I -1 I I I =1 I I 24" LAYER ENGINEERED SOIL *SEE NOTE BELOW 2" LAYER OF GRAVEL 12" LAYER OF GRAVEL * *SEE NOTE BELOW * B10RE7EN7ION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 59w CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. FREE OF STONES, STUMPS, ROOTS OR SIMILAR OBJECTS AND ALSO FREE OF NOXIOUS WEEDS. ** j" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRA17ON AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE. /-,-\BIORETENTION AREA DETAIL CHANGE NO. DESCRIPTION NOT TO SCALE EX. DRVEWAY CONTRACTOR TO LOCATE AND - VERIFY EXISTING SEWER LATERAL LOCATION, ELEVATION AND CONDITION AND NOTIFY' ENGINEER WITH ANY (E) STORM DRAIN 00 0 00000 a 16955 - ��u urn c QrI01,00© 0 C gin IF _.._ \ % :6" ACP WATER 169.2 FS E>5� \ W' SD D WO- 60 -13. CONTRAC n� �( )j6 "SAC " TO POTHOLE PRIOR TO STAR 00 c 168 PARKING u w: a ' Z� v v v "- WATER LINE OF CONSTRUCTION 7 D 0 0 j �' ° PER SDWD o cr LO a DETERMINE P N nr j BE ❑ 0 0 a Oz v _y � 1Z�huac€ i„A �LSJp G ❑gC�€1T 11 w _ . W 96;39' 1 13 a ° 1 a 16B 167 a 1 0 1 16 168 ry FS = 166.4 '14 \ a ° a ° 13',: ° IE= 63.7 TIN 1715 TG= 6 6 4 �° 15 IE =163. 5 -- - a FL 5 -6.5 ".... 165.8 166 4 T 165.8. FG 163. 3'_ 1 S00' 51' 35 W 1 TG = 16 .8 4 ' IE =1655. .: 104.00' 23 TW =16r FS =165 8 G =165.0 64.6 v CA 166 ° =65.9, y l -6 E 1% M1N - -- _MIN LM�m SAN WALL �I f1 I r.1 PER CITY OF .LETIN 222, TABLE B LEGEND DESCRIPTION DETAIL OR STD. DWG SYMBOL PROPERTY LINE N89000'13ow ROAD CENTERLINE - ___CL - EXISTING BUILDING EXISTING BLOCK WALL U&N NNN (E) WATER LINE (E) SEWER LINE (E) EDGE OF PAVEMENT �- - -- - -- EXISTING UTILITIES EXISTING FENCE EXISTING SPOT ELEVATION EXISTING CONTOUR EXISTING CONCRETE PAVEMENT /SIDEWALK EXISTING TREES PROPOSED IMPROVEMENTS NEW 1' AC PAVEMENT UUUUUUUULJUL NEW PERVIOUS PAVERS n 0 n n ca a r LANDSCAPE AREA PROPOSED BUILDING PER CITY OF SAN DIEGO PROPOSED BLOCK WALL BULLETIN 221 AND 222 Z30KZ31KZr NEW 5" PCC PAVEMENT OVER COMPACTED SUBGRADE 90% R.C. NEW 6 "/4" PVC STORM DRAIN - PROPOSED ELEVATION 160.11 .- S NEW CATCH BASIN, SIZE PER PLAN NEW BIORETENTION BASIN PER DETAIL "1"/ SHEET 2 - PERMANENT BMP SEE NOTES, ITEM #3/ THIS PLAN NEW 24 X 24" RIP -RAP N0. 2 BACKING FLOW LINE, DIRECTION - GRASS LINED EARTHEN SWALE - - -� NEW 4 "/6" AREA DRAIN -NDS BOX OR EQUIV. NEW 3" PERFORATED PVC STORM DRAIN - - - NEW CONCRETE HEADWALL NEW TRENCH DRAIN NEW ROOF DRAIN E7 CONCRETE BROW DITCH PER SDRSD D -75 CONSTRUCTION NOTES INSTALL 4" PVC STORM DRAIN PIPE. CONSTRUCT 24" X 24" RIP -RAP. CONSTRUCT BIORETENTION BASIN SEE DETAIL 1/ SHEET 2. INSTALL 6" TRENCH DRAIN. CONSTRUCT EARTHEN SWALE CONSTRUCT PERVIOUS PAVERS �7 CONSTRUCT 6" WIDE BY 16" DEEP PCC FLUSH CURB NOT USED 9 LANDSCAPE AREA PER LANDSCAPE PLAN 10! 1 FOOT SAWCUT AND REPLACE WITH FULL AC SECTION. DISTRICT TO UPGRADE TO 1 -INCH COPPER WATER LATERAL AND 11 DUAL METER PER WAS WS -09, WC -17 AT OWNERS EXPENSE. 12 EXISTING 6" VCP STORM DRAIN TO BE ABANDONED. INSTALL 6" PVC STORM DRAIN PIPE. 14 EXISTING CATCH BASIN TO BE REPLACE WITH 24" X 24" BROOKS CATCH BASIN OR APPROVED EQUAL. 15 INSTALL 12" X 12" NDS CATCH BASIN OR APPROVED EQUAL 16` CUT 2' BERM OPENING 17 CONSTRUCT FENCE PER ARCHITECTURAL PLAN. 18 CONSTRUCT 4" PCC PAVEMENT OVER COMPACTED SUBGRADE 90MIN R.C. I9> CITY TREES (BAILEY ACACIA) TO PROTECT -IN- PLACE. 2O CMU RET. WALL PER CITY OF SAN DIEGO BULLETIN 222, WALL TYPE PER PLAN 21 3" PERFORATED PIPE WALL BACK DRAIN Lnn� INSTALL GQISI/`DCTC WRQW PLP91I PIER cnocn 9 ;16 12 "W x G" B 23 CONCRETE HEADWALL TO EXTEND MIN 4" BEYOND PIPE LIMIT 24'> CMU RET. WALL PER CITY OF SAN DIEGO BULLETIN22, TYPE II INSTALL 4" AREA DRAIN NOS BOX OR EQUIV. '.,.::� 5 INCH REBAR W/ 25 \... O.uza CAP 168.47 TO BE 1 +45.00 "' \.. \ iw PROTECTED IN PLACE TW =169.5 21 TW =169.0 NOTES: �NNa ti_ TW =169.0 - � cm FG =168.5 CMU RET WALL PER CI FG =166.0 FG =166.0 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE _q6 ^o TF =166.0 OF SAN DIEGO BULLETIN TF =165.0 TF =165.0 OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL f Ma 222, WALL TYPE II, TABLE B PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT zo g2 SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR Nov STRUCTURES. 2. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO N o ppoPESSlop4 ADJACENT PROPERTIES IS ANTICIPATED AS A`RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY h�P\� E R�STFyc GRADING PLAN FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE Ur a No. 65122 A PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A # Exp. 09/30/2017 * O O 20 3.OFOR ST RM WATER ISSUED POLLUTION CONTROL PURPOSES, THE ALLR RUNOFF FROM ALL ROOF SHALL DISCHARGE ONTO z FIRE DEPARTMENT NOTE � � Feet THE STREET AND/ OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FR Q) PAVING STONES SHALL BE ABLE TO SUPPORT THE IMPOSED W STORM WATER POLLUTION CONTROL cwu L NOT BE MODIFIED WITHOLR APPROVAL OF THE CITY PLANNING DEPARTMENT. lF OF'CA� afo LOADS OF FIRE APPARATUS NOT LESS THAN 75,000 LBS. 4. NO FENCE/ WALL COMBINATION TO EXCEED 6 FEET IN HEIGHT. z Z PPROVED DATE BENCH MARK SCALE AS -BUILT DESIGN NR ED BY: RV DRAWN BY: ERIN RISCHECKED BY: ERIN T ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DRAWING NO. (D (n �L�- FMCN 2" PEN ATEW /TAG TEE2957r (FNr. Na Loa* PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: Z W L 2 -28-18 lM 33 F00r CfFSLT TO THE CfM62 OF CLUE -+C AT 09/30/17 2 1 DATE; E3- to -1-4- - 775 NORMANDY ROAD ENCINITAS CA 92024 W m 9 B0 CFA aa�r HORIZONTAL: NOTED _ BY: ,lam ' ' 13361-G ERIN RIST EXP, DATE: DATE: RECORD FROM: ROS NO. 18416 RCF- 5122 R.C.E. NO.: 65122 JE 0 NS FRANK BELOCK WHIZ BUILDERS PROPERTY ELEVATION: 174.391 FEET VERTICAL: NOTED ! e ' / DATUM: NAVD88 E N RIS EXP. 9 -30 -17 DATE: DATE: �' > PLANING CASE NO: N A APN N0. 254 - 363 -02 SHEET 2 OF 4 I R N E TOR SENIOR ENGENIER PROTECT (E) 2A ° I TREE IN PLACE NEW GARAGE EX. GARAGE GFF =166.1 FS= 166.1 ,- e I 2% FG 15.6 I` . FG =165.5 =1 FG =165.5 1 2% •9 TW =169. 775 NORMANDY AVE EG 166. FS= 166. .'� I APN: 254.363.02 I 9 Ex. RESiDENC :: '• ::� ,� �I I FF= 166.3 64. 0 +50.00 :. a IS 1 y: 2 %� m v� +08.1 165 � _ - _ - - � • y .. ; . �. � (� ��--_ x..11 0 � v CA 166 ° =65.9, y l -6 E 1% M1N - -- _MIN LM�m SAN WALL �I f1 I r.1 PER CITY OF .LETIN 222, TABLE B LEGEND DESCRIPTION DETAIL OR STD. DWG SYMBOL PROPERTY LINE N89000'13ow ROAD CENTERLINE - ___CL - EXISTING BUILDING EXISTING BLOCK WALL U&N NNN (E) WATER LINE (E) SEWER LINE (E) EDGE OF PAVEMENT �- - -- - -- EXISTING UTILITIES EXISTING FENCE EXISTING SPOT ELEVATION EXISTING CONTOUR EXISTING CONCRETE PAVEMENT /SIDEWALK EXISTING TREES PROPOSED IMPROVEMENTS NEW 1' AC PAVEMENT UUUUUUUULJUL NEW PERVIOUS PAVERS n 0 n n ca a r LANDSCAPE AREA PROPOSED BUILDING PER CITY OF SAN DIEGO PROPOSED BLOCK WALL BULLETIN 221 AND 222 Z30KZ31KZr NEW 5" PCC PAVEMENT OVER COMPACTED SUBGRADE 90% R.C. NEW 6 "/4" PVC STORM DRAIN - PROPOSED ELEVATION 160.11 .- S NEW CATCH BASIN, SIZE PER PLAN NEW BIORETENTION BASIN PER DETAIL "1"/ SHEET 2 - PERMANENT BMP SEE NOTES, ITEM #3/ THIS PLAN NEW 24 X 24" RIP -RAP N0. 2 BACKING FLOW LINE, DIRECTION - GRASS LINED EARTHEN SWALE - - -� NEW 4 "/6" AREA DRAIN -NDS BOX OR EQUIV. NEW 3" PERFORATED PVC STORM DRAIN - - - NEW CONCRETE HEADWALL NEW TRENCH DRAIN NEW ROOF DRAIN E7 CONCRETE BROW DITCH PER SDRSD D -75 CONSTRUCTION NOTES INSTALL 4" PVC STORM DRAIN PIPE. CONSTRUCT 24" X 24" RIP -RAP. CONSTRUCT BIORETENTION BASIN SEE DETAIL 1/ SHEET 2. INSTALL 6" TRENCH DRAIN. CONSTRUCT EARTHEN SWALE CONSTRUCT PERVIOUS PAVERS �7 CONSTRUCT 6" WIDE BY 16" DEEP PCC FLUSH CURB NOT USED 9 LANDSCAPE AREA PER LANDSCAPE PLAN 10! 1 FOOT SAWCUT AND REPLACE WITH FULL AC SECTION. DISTRICT TO UPGRADE TO 1 -INCH COPPER WATER LATERAL AND 11 DUAL METER PER WAS WS -09, WC -17 AT OWNERS EXPENSE. 12 EXISTING 6" VCP STORM DRAIN TO BE ABANDONED. INSTALL 6" PVC STORM DRAIN PIPE. 14 EXISTING CATCH BASIN TO BE REPLACE WITH 24" X 24" BROOKS CATCH BASIN OR APPROVED EQUAL. 15 INSTALL 12" X 12" NDS CATCH BASIN OR APPROVED EQUAL 16` CUT 2' BERM OPENING 17 CONSTRUCT FENCE PER ARCHITECTURAL PLAN. 18 CONSTRUCT 4" PCC PAVEMENT OVER COMPACTED SUBGRADE 90MIN R.C. I9> CITY TREES (BAILEY ACACIA) TO PROTECT -IN- PLACE. 2O CMU RET. WALL PER CITY OF SAN DIEGO BULLETIN 222, WALL TYPE PER PLAN 21 3" PERFORATED PIPE WALL BACK DRAIN Lnn� INSTALL GQISI/`DCTC WRQW PLP91I PIER cnocn 9 ;16 12 "W x G" B 23 CONCRETE HEADWALL TO EXTEND MIN 4" BEYOND PIPE LIMIT 24'> CMU RET. WALL PER CITY OF SAN DIEGO BULLETIN22, TYPE II INSTALL 4" AREA DRAIN NOS BOX OR EQUIV. '.,.::� 5 INCH REBAR W/ 25 \... O.uza CAP 168.47 TO BE 1 +45.00 "' \.. \ iw PROTECTED IN PLACE TW =169.5 21 TW =169.0 NOTES: �NNa ti_ TW =169.0 - � cm FG =168.5 CMU RET WALL PER CI FG =166.0 FG =166.0 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE _q6 ^o TF =166.0 OF SAN DIEGO BULLETIN TF =165.0 TF =165.0 OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL f Ma 222, WALL TYPE II, TABLE B PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT zo g2 SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR Nov STRUCTURES. 2. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO N o ppoPESSlop4 ADJACENT PROPERTIES IS ANTICIPATED AS A`RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY h�P\� E R�STFyc GRADING PLAN FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE Ur a No. 65122 A PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A # Exp. 09/30/2017 * O O 20 3.OFOR ST RM WATER ISSUED POLLUTION CONTROL PURPOSES, THE ALLR RUNOFF FROM ALL ROOF SHALL DISCHARGE ONTO z FIRE DEPARTMENT NOTE � � Feet THE STREET AND/ OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FR Q) PAVING STONES SHALL BE ABLE TO SUPPORT THE IMPOSED W STORM WATER POLLUTION CONTROL cwu L NOT BE MODIFIED WITHOLR APPROVAL OF THE CITY PLANNING DEPARTMENT. lF OF'CA� afo LOADS OF FIRE APPARATUS NOT LESS THAN 75,000 LBS. 4. NO FENCE/ WALL COMBINATION TO EXCEED 6 FEET IN HEIGHT. z Z PPROVED DATE BENCH MARK SCALE AS -BUILT DESIGN NR ED BY: RV DRAWN BY: ERIN RISCHECKED BY: ERIN T ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DRAWING NO. (D (n �L�- FMCN 2" PEN ATEW /TAG TEE2957r (FNr. Na Loa* PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: Z W L 2 -28-18 lM 33 F00r CfFSLT TO THE CfM62 OF CLUE -+C AT 09/30/17 2 1 DATE; E3- to -1-4- - 775 NORMANDY ROAD ENCINITAS CA 92024 W m 9 B0 CFA aa�r HORIZONTAL: NOTED _ BY: ,lam ' ' 13361-G ERIN RIST EXP, DATE: DATE: RECORD FROM: ROS NO. 18416 RCF- 5122 R.C.E. NO.: 65122 JE 0 NS FRANK BELOCK WHIZ BUILDERS PROPERTY ELEVATION: 174.391 FEET VERTICAL: NOTED ! e ' / DATUM: NAVD88 E N RIS EXP. 9 -30 -17 DATE: DATE: �' > PLANING CASE NO: N A APN N0. 254 - 363 -02 SHEET 2 OF 4 I R N E TOR SENIOR ENGENIER u N N � I ON 0 o� � U�o N ^� N Qv� Z� O W� Wz ZW W C) J = III = III =III _ I' = III - ITT -1I' III,��III,��IIT= �_I11= 111J11 -III =� ���= ��1��,11�111= SECTION NOTES 1. 314" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. J. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. PLAN I L GRAV EL BAG DETA - E 1 NOT TO SCALE ? 1 -1/2" J r CRUSHED ROCK _ -III h� I - REFERENCE. CASQA* TC -1 PROFILE '' PUBLIC RIGHT - * CALIFORNIA STORMWATER QUALITY -OF -WAY ASSOCIATION - CALIFORNIA PER PLAN STORMWATER BMP HANDBOOK, CONSTRUCTION EXISTING GROUND �z ® PLAN / Y o L PROVIDE APPROPRIATE TRANSITION BTWN STABILIZED CONSTRUCTION ENTRANCE AND UJI STABILIZED PUBLIC RIGHT OF WAY iY .= Y y�Y yY .Ww.WwWwWw�4Fn = LY�7 y�Y �►Y_ y�'7`�w® ���_� CONSTR. ENTRANCE - -� nE2 ® NOT TO SCALE ON r= e■ I CHANGE N0, 1. SET POSTS AND EXCAVATE A 4 x 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. _I 4 x 4 TRENCH (10 CM) 2. ATTACH THE FILTER FABRIC 3. BACKFILL AND COMPACT THE AND EXTEND IT INTO THE TRENCH EXCAVATED SOIL. III I I FILTER FABRIC SILT FENC _@ NOT TO SCALE C J FIRE HYDRANT .......... ... ......_....___._ ------- .. ._._._..- _... - - - _ �. _ . 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Na 1005) GLM A -3 8-Ib MIUM 23 FOOT OfW 70 TH= CENTER OF CLLR -fiPC AT HORIZONTAL: NOTED THE N3UW)4T END OF AR8CR OOLFT RECORD FROM: ROS NO. 18416 ELEVATION: 174.391 FEET VERTICAL: NOTED DATUM: NAVD88 175737 -5 S00' 51' 104.00' =164.9 " TW =169.0 'MFG =166.0 ,, 4 TW =169 5 TW 169.0 TW =169.0 FG =168.5 CMU RET WALL PER CITY FG -166.0 FG =166.0 T F =166.0 OF SAN DIEGO BULLETIN TF =165.0 TF =165.0 222, WALL TYPE 11, TABLE B EROSION CONTROL AND BMP PLAN 0 10 20 Feet .W WwWiWi 1.WwWwWwWwW .� RV Rl ' RIST 6 122 09/30/17 QQ IQj EXP. DATE: DATE: iY .= Y y�Y yY .Ww.WwWwWw�4Fn = LY�7 y�Y �►Y_ y�'7`�w® ���_� - -� tl �. INSP SENIOR ENGENIER ...._... ....W_W_.w._ Y �Y .Y .Y +fY4i�Y LY i tti LY ;�:�tie �Y ��I ® -LAO y1 �f ® . NEW GARAGE EFX. rG_4RPAAGEu I �. S00' 51' 104.00' =164.9 " TW =169.0 'MFG =166.0 ,, 4 TW =169 5 TW 169.0 TW =169.0 FG =168.5 CMU RET WALL PER CITY FG -166.0 FG =166.0 T F =166.0 OF SAN DIEGO BULLETIN TF =165.0 TF =165.0 222, WALL TYPE 11, TABLE B EROSION CONTROL AND BMP PLAN 0 10 20 Feet 1 CMU RET WALL PER CITY OF SAN DIEGO BULLETIN 222, WALL TYPE 01. TABLE B .5 INCH REBAR W/ CAP 168.47 TO BE PROTECTED IN PLACE ENGINEERING DIVISION APPROVALS APPROVED BY: FRANK- BELOCK 8'1/7 DATE: STORMWATER BMP LEGEND SEDIMENT CONTROL BMPs SE -8 GRAVEL BAGS PER DET ElISHT 4 FS —E- -51 FIBER ROLLS — FR - SE -1 SILT FENCE PER DET E31 SHT 4 Fs-E---7i STREET SWEEPING AND VACUUMING SE -10 VELOCITY DISSIPATION DEVICES TRACKING CONTROL BMPs STABILIZED CONSTRUCTION to TC -1 ENTRANCE PER DET E2 1SHT 4 V1 NON -STORM WATER MANAGEMENT BMPs NS -3 1 PAVING AND GRINDING OPERATIONS WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs WM -1 MATERIAL DELIVERY & STORAGE yVM_ MATERIAL USE WV M_ I STOCKPILE MANAGEMENT VVM_ SPILL PREVENTION AND CONTROL VVM_ SOLID WASTE MANAGEMENT WM_ HAZARDOUS WASTE MANAGEMENT WM_ I CONTAMINATED WASTE MANAGEMENT FW_M-_4 CONCRETE WASTE MANAGEMENT FW—M--1 SANITARY WASTE MANAGEMENT WM -10 LIQUID WASTE MANAGEMENT CROSS -REF CASQA CONSTRUCTION BEST MANAGEMENT PRACTICES SOURCE CONTROL BMPs: C71 PREVENTION OF ILLICIT DISCHARGES INTO MS4 FC---2-1 STORM DRAIN STENCILING OR SIGNAGE C -3 PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN -ON, RUNOFF, AND WIND DISPERSAL FC---5-1 PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN -ON, RUNOFF, AND WIND DISPERSAL FC---6-1 ADDITIONAL BMPs RASE ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS - ONSITE STORM DRAIN INLETS SITE DESIGN BMPs D-1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES FD--3-1 MINIMIZE IMPERVIOUS SURFACES FD _-47I MINIMIZE SOIL COMPACTION D -5 1 IMPERVIOUS AREA DISPERSION 9-D---61 RUNOFF COLLECTION FD-- -7 LANDSCAPE WITH NATIVE OR DROUGHT TOLERANT SPECIES DESIL71NG BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ARCHIVED, PRIOR TO OCCUPANCY AND /OR FINAL. NoTc-: -Fof- t,;iS- 'e>UltT sff srHefT 2 CITY OF ENCINITAS — DEVELOPMENT SERVICES EROSION CONTROL PLAN FOR: 775 NORMANDY ROAD, ENCINITAS, CA 92024 WHIZ BUILDERS PROPERTY APN NO. 254 - 363 -02 PLANING CASE NO: N A w 0 N �N E. R% No. 65122 Exp. 09/30/2017 DRAWING NO. s 13361 -G iliY� �1 I�L�1 0°°o V �0 aa 01, uj N� j J� sZ C� JQ AS -BUILT ERIN RIST y RV _- ERIN RIST r ' RIST 6 122 09/30/17 QQ IQj EXP. DATE: DATE: PLANS PREPARED UNDER c .r IN"-R ST SUPERVISION OF DATE: 8 -i13 -1 R.C.E. NO.: 65122 EXP. 9 -30 -17 ER INSP SENIOR ENGENIER 1 CMU RET WALL PER CITY OF SAN DIEGO BULLETIN 222, WALL TYPE 01. TABLE B .5 INCH REBAR W/ CAP 168.47 TO BE PROTECTED IN PLACE ENGINEERING DIVISION APPROVALS APPROVED BY: FRANK- BELOCK 8'1/7 DATE: STORMWATER BMP LEGEND SEDIMENT CONTROL BMPs SE -8 GRAVEL BAGS PER DET ElISHT 4 FS —E- -51 FIBER ROLLS — FR - SE -1 SILT FENCE PER DET E31 SHT 4 Fs-E---7i STREET SWEEPING AND VACUUMING SE -10 VELOCITY DISSIPATION DEVICES TRACKING CONTROL BMPs STABILIZED CONSTRUCTION to TC -1 ENTRANCE PER DET E2 1SHT 4 V1 NON -STORM WATER MANAGEMENT BMPs NS -3 1 PAVING AND GRINDING OPERATIONS WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs WM -1 MATERIAL DELIVERY & STORAGE yVM_ MATERIAL USE WV M_ I STOCKPILE MANAGEMENT VVM_ SPILL PREVENTION AND CONTROL VVM_ SOLID WASTE MANAGEMENT WM_ HAZARDOUS WASTE MANAGEMENT WM_ I CONTAMINATED WASTE MANAGEMENT FW_M-_4 CONCRETE WASTE MANAGEMENT FW—M--1 SANITARY WASTE MANAGEMENT WM -10 LIQUID WASTE MANAGEMENT CROSS -REF CASQA CONSTRUCTION BEST MANAGEMENT PRACTICES SOURCE CONTROL BMPs: C71 PREVENTION OF ILLICIT DISCHARGES INTO MS4 FC---2-1 STORM DRAIN STENCILING OR SIGNAGE C -3 PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN -ON, RUNOFF, AND WIND DISPERSAL FC---5-1 PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN -ON, RUNOFF, AND WIND DISPERSAL FC---6-1 ADDITIONAL BMPs RASE ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS - ONSITE STORM DRAIN INLETS SITE DESIGN BMPs D-1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES FD--3-1 MINIMIZE IMPERVIOUS SURFACES FD _-47I MINIMIZE SOIL COMPACTION D -5 1 IMPERVIOUS AREA DISPERSION 9-D---61 RUNOFF COLLECTION FD-- -7 LANDSCAPE WITH NATIVE OR DROUGHT TOLERANT SPECIES DESIL71NG BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ARCHIVED, PRIOR TO OCCUPANCY AND /OR FINAL. NoTc-: -Fof- t,;iS- 'e>UltT sff srHefT 2 CITY OF ENCINITAS — DEVELOPMENT SERVICES EROSION CONTROL PLAN FOR: 775 NORMANDY ROAD, ENCINITAS, CA 92024 WHIZ BUILDERS PROPERTY APN NO. 254 - 363 -02 PLANING CASE NO: N A w 0 N �N E. R% No. 65122 Exp. 09/30/2017 DRAWING NO. s 13361 -G iliY� �1 I�L�1 0°°o V �0 aa 01, uj N� j J� sZ C� JQ