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2018-13717 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION AND INFILTRATION TESTING FOR PROPOSED IMPROVEMENTS AT THE TURNER RESIDENCE" PREPARED BY CONSTRUCTION TESTING & ENGINEERING, INC. DATED 11- 27 -17, PROJECT# 10- 14005G 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 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. 13717 -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 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICHARD TURNER AT (619) 890 -0034, 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 NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT 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 BMPAMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON -COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. "JIL �6 c . e��L \1�:�99:L�1[�1 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. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELSIPLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -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. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7141195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)-633 -2770 B. GAS & ELECTRIC - 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. SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 GRADING PLAN & LEGEND 3 EROSION CONTROL PLAN OWNER/APPLICANT \ RICHARD HULETT TURNER AND GRACE EVELYN TURNER TRUSTEES OF THE TURNER FAMILY TRUST 1219 CRESTVIEW DRIVE CARDIFF, CA 92007 PHONE: (619) 890 -0034 SITE ADDRESS 1219 CRESTVIEW DRIVE CARDIFF, CA 92007 APN: 260 - 430 -84 -00 LEGAL DESCRIPTION LOT 5 OF THE CITY OF ENCINITAS TRACT NO. 01-090, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11M FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, 2125104. N S J a ST 0 W U OWNER'S CERTIFICATE W BY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 5 GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL ¢ GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY r o OF THE SITE. Jt� SEA`A� I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND 0 PV�yo 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 VICINITY MAP WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR N.T.S. REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: I/ /G /v� DATE: RICHARD TURNER SOILS ENGINEER'S CERTIFICATE 1, J NNY A REGISTE D 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 11 -09-17 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 REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: L� RCE NO.: 84406 �oQ�pFESS /Ory9` EXP. DATE: 9/30119 JOB #: CTE JOB NO. 10- 14005G O No. 64408 2� z * EXP. 9 /30!(q CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD, SUITE 115 1qx clvk\- ESCONDIDO, CA 92026 FOF CAO o (760) 746 -4955 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE W-O_RK- PERFORMED BY THE ENGINEER. SIGNATURE: DATE: RONALD L. HOLL AY RCE EXPIRES 3 -31 -19 810* t d bbA,Inc. RONALD L. 'yp land planning, civil englneedng, surveying HOLLOWAY r 5115 AVENIDA ENCINAS NO. 29271 SUITE "L" CARLSBAD, CA. 92008 -4387 (760) 931 -8700 cry% EARTHWORK DATA OF CALF STEEPEST EXISTING NATURAL SLOPE ON -SITE = 26' H: 50% V (2:1) MAXIMUM VERTICAL DEPTH OF CUT = 4.0' MAXIMUM VERTICAL DEPTH OF FILL = 4.0' CUT = 640 C.Y. FILL = 640 C.Y. EXPORT = 0 C.Y. AREA OF LAND DISTURBANCE: 24,610 SOFT REMEDIAL = 670 C.Y. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 14,780 SQFT ACTUAL PROPOSED IMPERVIOUS SURFACE: 1,600 SQFT ALLOWABLE FUTURE IMPERVIOUS SURFACE (INCLUDING 15% CONTINGENCY): NA SQFT PROJECT TOTAL IMPERVIOUS SURFACE: 16,380 SOFT IMPERVIOUS AREA REPLACED: 0 SQFT I BMP PROJECT STATUS STANDARD I PUBLIC WORKS I PLANNING AND BUILDING I PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 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. CONTRACTOR TO VERIFY EX/SANG �y !Y �i' f (- I� �•i %^'- f2 - /i� q rd 0� UIIUTY LOCATONS do ELEVATION PRIOR TO CONSTRUCTION SI DATE SI DATE SIGN DATE SIGN DATE S GN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S u L L0 .31 C DESCRIPTION: ENC- 39.2" BRASS DISC. PLANS PREPARED UNDER SUPERVISION OF REC ME D: APPROVED: GRADING PLAN FOR: LOCATION: NORTHWEST CORNER OF BIRMINGHAM HORIZONTAL: N/A %Z DATE: 9 ' �') 1219 CRESTVIEW DRIVE 13717 -G DRIVE &LAKEDRNE �- I!) -21 -I'► ' RONALD L. HOLLOWAY DATE APN: 2GO- 43O -84 -00 RECORD FROM: SURVEY CONTROL NETWORK VERTICAL: N/A R.C.E. NO.: 29271 S NOWAK CHRISTOPHER L. MAGD KU ELEVATION: 323.983 1 RONALD L. OLLOW EXP.: 331 -19 �ti•! g 9 ' y�ZOIR DATUM: NAVD 88 REVIEWER INSPECTOR ENGINEER DATE DATE SHEET 1 OF 3 K: \Civil 3D \0774 \DWG \GP \0774- GP- Ol.dwg, 9/6/2018 9:12:36 AM R ro I �o �a y� ro W°f h� h� e 9 2 r r 8 � a• 4 1 I\ x 278,9 0, 0 \ Conc, APjy 260- 30-qD �\ x 2802 , r , , I + I p --------- , ------------------ �' - - - -- FF ;=77777 - �- _ ZQ !L CCU EXISTING BUILDING n �j x DO Conc, �\ \\ n //) x 309.1 z r b%' 6 10 x 271,4 II 11 L:JBJ, ' If ' ' ' „ JL 0(i 60 ,'� ,% LL'' , O Obsc�r &0 ` i i I`'I'I ',' //�, /, 7 / . / / , I if I R056' , A, ,SLOPES `,- 'ICAL SEE'' % ROSION NTROL PLAN, \ \\ SYNTHETIC. SYMBOL QUANTITY PUT77NG GREEN F SEGMENfi�L oNRY, WALL (KEYSTONNAAAOY' TO 6 "X16 ")\\T, fA T LESS THAN 3'}, PAD EI - ASPHALT CONCRETE /E _ INVERT ELEVAT7ON x 31 , L� COLLAR AROUND PORTION �' T> CONC, \ TW= 279.5 ' ITCH `�I' ArE •' �- 12" PIPE FOR�QNCRETE , '\ END OF PIPE - APRO A OF \ - - - PIPE- E - BEGIN VER77CAL CURVE MH - MANHOLE F GB' 2 .0\ \ FG�� g.1 ' BW - BOTTOM OF WALL NIS - NOT TO SCALE (E) 6 , , EASEMENT NOTES: If - CURB AND GUTTER PCC - POINT OF COMPOUND CURVE EXISTING FIRE HYDRANT 'C WFIERf, MASONRY PA VERI�S EXIS77NG CONTOURS � - CATCH BASIN PE - PAD ELEVARON ri EXIST. C. BROW DITCH II 11 L:JBJ, ' If ' ' ' „ JL 0(i 60 ,'� ,% LL'' , O Obsc�r &0 ` i i I`'I'I ',' //�, /, 7 / . / / , I if I R056' , A, ,SLOPES `,- 'ICAL SEE'' % ROSION NTROL PLAN, \ \\ BIO- RETENTION STRI \ - SEE DETAIL ON ' - - - -2 ----------- - - - - -- - - -- -- ----- - - - - -- - - --- --------------------------- - - --- - - - - -- -- - _ O u d, A ' 1 -- - EXISTIN ,10,' PUBLIC- - 1, DRA(NA EASEMENT -LI 1 EDICATED -f'ER - ` 8067--__ C� -------- -------- - -. /Z 0 SYNTHETIC. SYMBOL QUANTITY PUT77NG GREEN F SEGMENfi�L oNRY, WALL (KEYSTONNAAAOY' TO 6 "X16 ")\\T, fA T LESS THAN 3'}, PAD EI - ASPHALT CONCRETE /E _ INVERT ELEVAT7ON x 31 , L� COLLAR AROUND PORTION �' T> CONC, \ TW= 279.5 ' ITCH `�I' ArE •' �- 12" PIPE FOR�QNCRETE , '\ END OF PIPE - APRO A OF \ - - - PIPE- E - BEGIN VER77CAL CURVE MH - MANHOLE F GB' 2 .0\ \ FG�� g.1 ' BW - BOTTOM OF WALL NIS - NOT TO SCALE (E) 6 , , EASEMENT NOTES: C &G - CURB AND GUTTER PCC - POINT OF COMPOUND CURVE EXISTING FIRE HYDRANT 'C WFIERf, MASONRY PA VERI�S EXIS77NG CONTOURS � - CATCH BASIN PE - BIO- RETENTION STRI \ - SEE DETAIL ON ' - - - -2 ----------- - - - - -- - - -- -- ----- - - - - -- - - --- --------------------------- - - --- - - - - -- -- - _ O u d, A ' 1 -- - EXISTIN ,10,' PUBLIC- - 1, DRA(NA EASEMENT -LI 1 EDICATED -f'ER - ` 8067--__ C� -------- -------- - -. /Z 0 , Conc. Ok � x 314,1 If , 'i ' i __ / : X 311, 4 ' % / / / �— ��•..� ''' � , ; ,.� ' i,,R� — --- - - - -- _ ----- -- ;/ - -- -- d -- _ - _ , S 88'"45'41 144.39'' - " l/ - - -- --- - - -- - use= _ ul �] PH 283.0 r if f 262-041-1 HYDRO SE�Ep NEW I ` `''�' Obscured Area SLOPES ICAL �1 ' , � � „ ` � `, f '� - - - -- f EROSIO s/ 5:1�1� / , - - -- - - ----------- - "- ` - _l- %``�`-------------- -- --__ % XIST C CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT A SfivW Lb - 31- DESCRIPTION: ENC - 39.2" BRASS DISC. LOCATION: NORTHWEST CORNER OF BIRMINGHAM DRIVE & LAKE DRIVE HORIZONTAL: 1" = 20' RONALD L. HOLLOWAY RECORD FROM: SURVEY CONTROL NETWORK VERTICAL: N/A ELEVATION 323.983 DATUM: NAVD 86 1 REVIEWER IN PECTOR D0.@N K: \Civil 3D \0774 \DWG \GP \0774- GP- 02.dwg, 9/6/2018 9:59:34 AM PLANS PREPARED Utz I0 -21 —Iq DATE � I ) -3 -I ti RONALD L. HOLLO i T , / A i, 2 AAGt LE I it JPERVISION OF DATE: %-6"18 R.C.E. NO.: 29271 EXP.: 3 -31 -19 DESCRIPTION DWG.NO. SYMBOL QUANTITY ABBREVIATIONS SUBDIVISION BOUNDARY 6" CONCRETE AC - ASPHALT CONCRETE /E _ INVERT ELEVAT7ON x 31 , L� COLLAR AROUND RIGHT -OF -WAY BC - BEGIN CURVE LT LEFT EXIS77NG WATER LINE END OF PIPE - BVC - BEGIN VER77CAL CURVE MH - MANHOLE 1307H ENDS (GAS) BW - BOTTOM OF WALL NIS - NOT TO SCALE (E) EXIS77NG TELEPHONE LINE EASEMENT NOTES: C &G - CURB AND GUTTER PCC - POINT OF COMPOUND CURVE EXISTING FIRE HYDRANT 12" PVC PIPE EXIS77NG CONTOURS CB - CATCH BASIN PE - PAD ELEVARON EXIST. C. BROW DITCH 100 01 EXISTING BIOLOGICAL OPEN SPACE do STEEP CDS - CUL -DE -SAC PRC - POINT OF REVERSE CURVE EXISTING ELEVA IRON SLOPE PRMVA71ON EASEMENT PER DOC. CL - - CENTERLINE RCP REINFORCED CONCRETE PIPE PROPOSED ELEVA77ON FG 35.5 NO. 2004 - 0148551, REC. 2125104. CO - CLEANOUT RT - RIGHT FILL SLOPE CR - CURB RETURN RW - RIGHT -OF -WAY ` >lq LF PROPOSED 12" PVC STORM DRAIN = _ _ = 20 ><LF ® EXISTING SOUTHERN MLLOW SCRUB DC - DEPRESSED CURB SCO - SANITARY SEWER CLEANOUT DETAIL G BIOLOGICAL OPEN SPACE EASEMENT PER DOC. EC - END CURVE SS - SANITARY SEWER - -�- NO. 2004- 0148551, REC, 2125104. EP - EDGE OF PAVEMENT SG - SUB GRADE NOT TO SCALE a MASONRY BLOCK EVC - END VER77CAL CURVE SO - STORM DRAIN OT 4 31 (LEGACY STONE - 6716-) FFC - FRONT FACE OF CURB SDRSD - SAN DIEGO AREA REGIONAL 14745 FF - FINISHED FLOOR STANDARD DRAWING NOT TO SCALE r]Pj�� FL - FLOWLINE SW - SIDEWALK 2 5 2 -04 l -J 9 FG - FINISHED GRADE TB TOP OF BERM TOP OF 430-83 GB - GRADE BREAK TC CURB x 313.9 HP - HIGH POINT IF W ' — — - TOP OF WALL ALL � f t' LEGEND , Conc. Ok � x 314,1 If , 'i ' i __ / : X 311, 4 ' % / / / �— ��•..� ''' � , ; ,.� ' i,,R� — --- - - - -- _ ----- -- ;/ - -- -- d -- _ - _ , S 88'"45'41 144.39'' - " l/ - - -- --- - - -- - use= _ ul �] PH 283.0 r if f 262-041-1 HYDRO SE�Ep NEW I ` `''�' Obscured Area SLOPES ICAL �1 ' , � � „ ` � `, f '� - - - -- f EROSIO s/ 5:1�1� / , - - -- - - ----------- - "- ` - _l- %``�`-------------- -- --__ % XIST C CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT A SfivW Lb - 31- DESCRIPTION: ENC - 39.2" BRASS DISC. LOCATION: NORTHWEST CORNER OF BIRMINGHAM DRIVE & LAKE DRIVE HORIZONTAL: 1" = 20' RONALD L. HOLLOWAY RECORD FROM: SURVEY CONTROL NETWORK VERTICAL: N/A ELEVATION 323.983 DATUM: NAVD 86 1 REVIEWER IN PECTOR D0.@N K: \Civil 3D \0774 \DWG \GP \0774- GP- 02.dwg, 9/6/2018 9:59:34 AM PLANS PREPARED Utz I0 -21 —Iq DATE � I ) -3 -I ti RONALD L. HOLLO i T , / A i, 2 AAGt LE I it JPERVISION OF DATE: %-6"18 R.C.E. NO.: 29271 EXP.: 3 -31 -19 DESCRIPTION DWG.NO. SYMBOL QUANTITY SUBDIVISION BOUNDARY -� v PROPERTY LINE V RIGHT -OF -WAY EXIS77NG WATER LINE (VV) EXIS77NG SEWER LINE ( S ) EXIS77NG GAS LINE (GAS) EXIS77NG ELECTRICAL LINE (E) EXIS77NG TELEPHONE LINE (T) EXISTING FIRE HYDRANT C01 EXIS77NG CONTOURS 100 FINISHED GROUND CONTOURS 100 CUT /FILL LINE EXISTING ELEVA IRON (FS 35.5) PROPOSED ELEVA77ON FG 35.5 PROPOSED SLOPES (2:1 MAX) CUT SLOPE FILL SLOPE Q PCC aWX DITCH (TYPE B) __DA ' ` >lq LF PROPOSED 12" PVC STORM DRAIN = _ _ = 20 ><LF ROPOSED GARDEN WALL (LE S THAN 3' HIGH) EXISTING EASEMENT LIMITS OF WORK - -�- 10% MAX 10% MAX 6" a MASONRY BLOCK a e.a (LEGACY STONE - 6716-) e' DETAIL A NOT TO SCALE 0.50' 1.67 &Do, 1.67' OPEN SPACE EASEMENT BASKETBALL COURT °. ii =S 1 $LCPE 5;1 SLOPE 3" OF MULCIVI EG TATION 8 OF BIO- RETENI►ON _ -- _ - - -- -- -- - -- SOIL MEDIA °o Go h 20 10 0' 20 40 60 a l SCALE: 1" = 20' R CONTRACTOR TO VERIFY EXISTING UTILITY LOCA77ONS & ELEVATION ?� PRIOR TO CONSTRUCTIONFBSSlo� RONALD L I CRS ROLLAWAY h APjv / /��v ei�A Inc. N0. 29271 h� / e land , dvfl q/ J J plannt� englneertrlg, surveyft 5115 AVENIDA ENCINAS SUITE °L° e of cstt � CARLSBAD, CA. 92008 -4387 ENGINEERING DIVISION APPROVALS RECO EN APPROVED: S OW K CHRISTOPHER L.-MAGIOSKU 9-Z y -Zdk DATE DATE (760) 931 - -87700 'W4�44 9106118 RONALD L. HOLLOWAY ItE 29271 EXP. 3 -31 -19 DA 7E CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. WING PLAN FOR: 1219 CRESTVIEW DRIVE 13717 -G APN: 260- 430 -84 -00 SHEET 2 OF 3 1 1 1 CL_ cl- ` ,, i ` lLI cl- BMP STENCIL PLACEMENT NOTES A) ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN THE PROJECT AREA SHALL HAVE A STENCIL OR 71LE PLACED WITH PROHIBITIVE LANGUAGE (SUCH AS: "NO DUMPING' I LIVE IN <4VAME RECEIVED WATER>>") AND /OR GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. B) SIGNS AND PROHIBITIVE LANGUAGE AND /OR GRAPHICAL ICONS, WHICH PROHIBIT ILLEGAL DUMPING, MUST BE POSTED AT PUBLIC ACCESS POINTS ALONG CHANNELS AND CREEKS WITHIN 7HE PROJECT AREA. C) LEGIBILITY OF STENCILS, 71LES AND SIGNS MUST BE MAINTAINED AND 71LES MUST BE PLACED FLUSH WITH 774E TOP OF CONCRETE TO REDUCE TRIPPING BY PEDESTRIANS CONSTRUCTION LEGEND BEST MANAGEMENT PROTECTION & EROSION CONTROL DESCRIPTI QUANTIT Y SYMBOL SE -1 -SILT FENCE 630 L.F. SE -5 -FIBER ROLL 130 L.F. FR SE -8- GRAVEL BAG BARRIER 60 EA. WM1- MATERIAL DELIVERY STORAGE 1 EA. M WM5 -SOLID WASTE MANAGEMENT 1 EA. M48-CONCRETE WASTE MANAGEMENT 1 EA. W9- SANITARY /SEP71C WASTE MANAGEMENT 1 EA. a T01- STABILIZED CONSTRUCTION ENTRANCE 360 S.F. EC -4 HYDROSEEDING/ BONDED FIBER MATRIX 5745 S.F. LLLLL EC -7 GE07EX77LE MATS EC -10 VELOCITY DISSIPATION DEVICES 30' 15' SCALE: 1" = 30' 60' 90' EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH Sl STEEL OR _\ 11 WOOD POSWT p 1 11/, p jp11/ UPSTREAM SECURELY TO 1v•/ O/1p1NlI / n1'11;/1g/1 / 1n%I;O/ i ;II; IO i j11/10' SIDE OF POST 11111 III %IIIIIIIIjll jIPIIOIIII�IIIIj�Ajll �j101jIIlO�IIIIIIIIIIIiIVlllll IOIIIAlI0j01111II�1111j1111jII1111F11ly!0jl��llllll � II/�llll 1111111 ,j11111111111111�IIIIII�i II II ,1111,1 /11111111111111�IIIIIII 1101 jI1101jIIIIIIIIII �Y j��II�II�IIII SILT FENCE NO SCALE I R FABRIC 3. MINICOARSE MUm 1 TH Dr 12' STABILIZED CONSTRUCTIONEN7RANCE NO SCALE GRAVEL BAGS OVERLAP nurn norm GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS NO SCALE 2 BAGS HIGH (TYPICAL) 1.0' MINIMUM (TYPICAL) QX 1 v TIN GRADED SURFACE GRAVEL BAG DETAIL fug NO SCALE fast Wrn RONAW L m HOLLOWAY n� bhA, Inc. NO.2921 g ning, cMI engheeft, swvwft *`p 5115 AVENIDA ENCINAS 1d �iVn' SUITE "L" OF CASK CARLSBAD, CA. 92008 -4387 ° (760) 931 -8700 Q� ,�r�x.a-W 9106118 RONALD L. HOLLOWAY V RCE 29271 EXP. 3 -31 -19 DA 7E CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT "tom "' "t" °': """ " "" tr: ` "t""t" tr: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ft, Ca U LIT 3 (A-3l•ch DESCRIPTION: ENC- 39.2 °sRassDlsc. PLANS PREPARED UNDER SUPERVISION OF RECOMME ED: APPROVED: GRADING PLAN FOR: LOCATION: NORTHWEST CORNER OF BIRMINGHAM DATE: 9'fo-)? 1219 CRESTVIEW DRIVE DRIVE & LAKE DRIVE HORIZONTAL: 1" = 20' N IA RONALD L. HOLLOWAY DATE APN: 260- O -H4 -OO 13717 -G RECORD FROM: SURVEY CONTROL NETWORK VERTICAL: N/A R.C.E. NO.: 29271 NOWAK CHRISTOPHER L. MAG SKU ELEVATION: 323.983 -31'l i RONALD .1 OLLOWA °� N -(� 9 ZO—Z%1 g DATUM: NAVD88 PP%/IF%NFa iuc F(`Tna rA _ FinaimFFa EXP.: 3 -31 -19 �q�°� DATE SHEET 3 OF 3 9/6/2018 10:00:47 AM