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2017-13466 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 - PROPOSED_ DETACHED ADDITION TO EXISTING RESIDENCE - 857 NOLBEY STREET - CARDIFF BY THE SEA, CALIFORNIA" PREPARED BY ALLIED EARTH TECHNOLOGY, DATED JUNE 1, 2017, AND UPDATE DATED (no update), PROJECT #17- 1167E2, 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 WI iH 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. 13466 -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 H S ALL 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 10 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 RYAN ROBINSON AT (760) 850 -1916, 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 BMPIIMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM, 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE, A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT, 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010, IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES, EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE, WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -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. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE, PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO ROTECT ANY P EXISTING UTILITIES STRUCTURES S O R URES LOC ATED AT THE WORK SITE. IT IS THE CONTRACTOR'S 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. IMPERVIOUS AREA - TOTAL LOT IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,720 SQFT IMPERVIOUS AREA AFTER: CONSTRUCTION: 4,120 SQFT INCREASE IN IMPERVIOUS AREA: 1,400 SQFT IMPERVIOUS AREA REPLACED: -0- SQFT OWNER p S MR. BRUCE GREEN B S 857 NOBLEY STREET, CARDIFF, CA 92007 760- 822 -0885 CS . -6 SITE ADDRESS PROJECT ADDRESS: n E S cn 857 NOBLEY STREET, CARDIFF, CA 92007 p 2 APN: 260- 740 -16 2 LEGAL DESCRIPTION c LOT 16 OF COUNTY OF SAN DIIEGO TRACT 3517, ACCORDING TO THE MAP THEREOF NO. 8826, FILED IN THE OFFICE OF THE !� COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 30, 1978. J S OWNER'S CERTIFICATE m K I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: -&l (&I& DATE: a /jaIN v OWNER: BR CE GREEN SOILS ENGINEER'S CERTIFICATE SANTA FE N y2 -yL \%�% Q VICINITY MAP N.T.S. SITE I, ROBERT CHAN, 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 JUNE 01, 2017 AND FOR AN UPDATE ON n/a . 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 G G PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT F T PR ECT AVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED RCE NO 0-24613 EXP. DATE: 12/31/17 JOB #: 17- 1167E2 (J h ALLIED EARTH TECHNOLOGY 7915 SILVERTON AVENUE, - SUITE 317 r; SAN DIEGO, CALIFORNIA 92126 858 - 586 -1665 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 i I IE 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 'rIWAGE 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: �' L. DATE: jr&k. Of ZDIg STUART L. EYLrER EYLER ENGINEERING, INC. ADDRESS P.O. BOX 234276, ENCINITAS, CA 92023 -4276 PHONE NUMBER 760 -405 -1724 Esgl RCE EXPIRES 12/31/18 L�EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.1 H: 1.0 V w y ,6P Z MAXIMUM VERTICAL DEPTH OF CUT= 10.5' C P. !'8 MAXIMUM VERTICAL DEPTH OF FILL = -0- S CIV�� T CUT = 600 C.Y. FILL = - 0 - C.Y. ArEOfCPV� IMPORT = -0- C.Y., EXPORT= _600__ C.Y. REMEDIAL = -0- C.Y I BMP PROJECT STATUS 1 STANDARD FIELD OPERATIONS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SIG DATE SIGN DATE SIGN DATE SIGN DATE IGN DATE CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK AS -BUILT APPROVALS L ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N.O. AS -BUILT SRN 10161-2020 / INT. DATE PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: DESCRIPTION: PT# 1047. STA: CADT 11 -DC 3.5 "CA. DEPT. , &cart -1_ S @jlt 14, 2020 REC MMENDE APPROVED: 857 NOLBEY STREET, CARDIFF, CA 92007 ft OF TRANS. ALUMINUM DISC IN SIDEWALK PUBLIC WORKS NA - -- DATE: FP6.OS, ZDd6? � � A �C -� LOCATION: OVER SE END OF NE ABUT. OF MACKINNON STUART L. EY R DATE BRUCE GREEN 'F V AVENUE BRIDGE. INTER 8 PLANNING NA - -- JES OWENS CHRIS P ER L. M DOSKU ELEVATION: 229.539 St- eyelNO-WG.ki 10/612020 07° `�`��Q'�`'�' R.C.E. NO.: C -76352 , / CITY ENGINEER APN l - 740 -'16 DATUM NAVD88 STEVE NOWAK REVIEWER JQO 1D/( � STUART L. EY R �� g2--13-.20/8' R SENIOR ENGINEER DATE INSPECTOR 1 EXP. DEC 31, 2018 DATE DATE PLANNING CASE NO: NIA TPM /TM /CDP /DR /MUP /MIN /EIA, etc. I SHEET 1 OF 3 { v co CN 0 rn U z� C� Z_ O WW Z 0 (o n W � co O Lu m � M, EXISTING BM DISC IN I S/W STAMPER R 18342 R/W PROTECT IN PLACE LOT 15 SECTION B -B --0* z z FILL RESULTING LOW tip e AREA TO DRAIN AWAY x FROM BACK OF 16 w WALL N Ljj w 15 ¢ f 19 �� v _ NO1 ° 11'29"W 130.49' ``� 0- 00- - U J aW 17 \ _ TxI 5 1Q 20 6 °. I - -- - -- _ -. � o °a WATER METER NOTE: x j _... ._.... TG =.223.90- f -.- � � ° ° DISTRICT TO UPGRADE, AT RS I + r. O `LOS' S EXISTING 3/4" IRON PIPE I � PROTECT IN PLACE^ x ! 00 xf r a cv cp N `� 21 i 5.0 1 D2 ' G 118 FS 213.72 , 17 x N S -1 EXPENSE TO DUAL METERS IF 25 = X a FIRE SPRINKLERS ARE REQUIRED. x FS 224.65 HP} 3 I' 00'' S _ �-(� F d � 25 28 xl �yz^ I• X �- �- ° a- -��. a dam- ° X�- ° ° e -�- -. 24 �- 00 I' I a d (ELI ING PAVE MEN €) 24': °� 2.00, ° I 27 t I x , EXISTING W ER METER I °.. a FS= 224.75 - j 26 W00`� EXISTING W ER LATERAL EXISTING FISH PO D ROOF DECK F - 214.50 , ) I ! 1 `G EXISTING SEWER LATERAL o TO BE REMOVED 2% iw =21 ' 0 '° - 1 FS= 224.75 1 h I °x FS= 224.75 ; 213.4 00 FF =21 00 1 ' n' 4 j �.. - PAD =2.d .33 ? ° t Fs= 93.72 Ii x f I w I oy 26' I w S °. d° p a p 2 -/0 ► FS= 224.50 (EXISTING RESIDENCE i cf) \ n FF= 225.08 + -) Fs =22a. w I I I a d ° ° 6. m S= ,25.00 ' p d n ° °n4 ° d ° FS= 224.75 27 Z as ' . ° < ,d ° . ° (€XISTING PAVEMENT) y :221.50 jI 10 IL ! 16' I 12.75' W d ° a. PVC ° ° \ ° d 2 EXISTING DECK. AND SPA TO REMAIN. SEE EXIST. 3 " a .d ° ° O ARCHITECTURAL DRAWINGS. AR A DRAIN CURB °° ° �' , °\ ° ���'X SPA DRAIN TO BE CONNECTED TO SEWER S OU LETS. TO REM IN LINE FOR DRAINING. TO DRAIN EXIST. S STEM. ( ° �- ; f FS= 224.65 HP �L 1. 25 x TG= 224.60 N09 "W 129.77 2 3 £ 17 n 24 9 I v I D -D EXISTING BRASS DISC IN SECTION B -B S/W STAMPER RICE 18342 PROTECT IN PLACE I 0, 10' 2 0' 30' IgED sa■r GRAPHIC SCALE i :: SEC ION A A = x= =213.3 ( ......... a F, nn i G= 273.6 PATIO ; A SE FS =2 i s' um I x 5 6 17 , J `v v� cv 11 N EXISTING 3/4" PROTECT I ACE LOT PIPE Z 0 X4.0 203.5) ll O J _ O J LL NOTE: SEE SEW, NOTES r2-),03 AND _04_ ON SHT. 3. i I I i i - -ROOF- DECK ­224-.7!5- 6 -- - - -- - - - - -- -- -- __ = =_ _ 22 :::L_ ::L±2 2 - - AK RIE E � - -- - _.-. - -- -- --- - - 1$j- 6 - F 0 J _- 12 -� - - - - - - _ -- - -- _Lj ._ -f2 tO�- -- - 2o-+._.)- _ -- - - - - - - -- -- - -- - -20 -- -- SCTtOI�t :� -E - -- _ -- -- - - - - -- - - -- - - _:_ - -- DATA TABLE - (ALSO APPLIES TO WALL PROFILES SHT 3) OTW= 224.42, BW= 223.8, TF= 222.42 p QTW= 223.75 BW =221.1 TF= 220.42 OTW= 223.08 BW =220.4 TF= 219.08 OTW= 222.42 BW =222.4 TF= 219.08 0 TW= 220.42 BW =221.0 TF= 215.75 OTW= 219.08 BW =218.5 TF= 215.75 0 TW= 216.42 BW =213.7 TF= 212.42 80 TW= 216.42 BW =213.7 TF= 212.42 OTW= 219.08 BW =216.5 TF= 215.75 10 TW= 219.08 BW =216.5 TF =2 5 11 FS= 220.25 EDGE (TYP) ALSO SEE NOTE ON SHEET 3 12 TW= 213.72 B 12.4 TF= 211.72 13 NOT U 14 T USED INC. IMMEDIATELY IF ANY TOPOGRAPHIC OR BOUNDARY INFORMATION IS 15 TW= 227.00 BW= 224.00 TF= 223.33 16 TW= 228.00 BW= 220.25 TF= 220.00 17 TW= 224.66 BW= 220.25 TF= 220.00 18 TW= 220.67 BW= 213.72 TF= 213.33 19 TW= 227.33 BW= 224.00 TF= 223.33 20 TW= 225.33 BW =224.0 TF= 223.33 21 NOT USED PLAN. 22 NOT USED -_:.__ - SLOP _ - - -- - - =±2 t4 -- _- =C21-2-Y -_ tot SECTION -= -_ - - 00-_ - - �2? g'_... - F-F- 214.00 G-J22 - -- - -E2 - - --- &RARHIC .._SC- A-LE - - -- - - - CONSTRUCTION NOTES - (APPLIES TO THIS SHEET ONLY OBUILDING SETBACK LINE 2n EXISTING SPA DECK. TO REMAIN. SEE ITECTURAL PLANS. RETAINING WALL PER SDCRSD -03. SEE ARCHITECTURAL THIS GRADING PLAN WAS PREPARED BY OTHERS. EYLER ENGINEERING, DRAWINGS FOR FACING TY AND TOP CAP TREATMENT. ORETAINING WALL PER RSD C -04. SEE ARCHITECTURAL DRAWINGS FOR F G TYPE AND TOP CAP TREATMENT. OEXISTING G ND OR ING WALL PER SDCRSD C -01. SEE ARCHITECTURAL AWINGS FOR FACING TYPE AND TOP CAP TREATMENT. ti STEPS. SEE ARCHITECTURAL DRAWINGS. ODEEPENED EDGE (TYP) ALSO SEE NOTE ON SHEET 3 INFORMATION. THE CONTRACTOR IS TO CONTACT EYLER ENGINEERING, WHERE ADJACENT TO BIO- FILTRATION BASIN. 6352 6352 gO RETAINING WALL PER SDCRSD C -02. SEE ARCHITECTURAL PLANS FOR FACING TYPE. 10 BUILDING LINE 11 1.5:1 TEMPORARY CONSTRUCTION CUT TO BE DETERMINED BY CONTRACTOR. MAXIMUM VERTICAL HEIGHT IS 5.0' PER THE LIMITED GEOTECHNICAL INVESTIATION REPORT BY ALLIED EARTH TECHNOLOGY, DATED JUNE 1, 2017, 12 CONCRETE PATIO. SEE ARCHITECTURAL DRAWINGS 13 NOT USED 14 6" PVC DRAIN LINE OUTLET 15 NOT USED 16 10" DIAMETER OVERFLOW INLET 17 ANY DAMAGED IMPROVEMENTS SHALL BE REPLACED BY THE OWNER TO THE SATISFACTION OF THE CITY ENGINEER. SEE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED February 13, 2018 AS DOCUMENT NO. 2018- 0057855 OF O.R. 18 MoT use® 19 CONTRACTOR TO VERIFY FLOWLINE ELEVATION PRIOR TO CONSTRUCTION. 20 NOT USED 21 RELOCATE EXISTING FENCE TO BEHIND PROPERTY LINE. 22 6" PVC AREA DRAIN. TYPICAL. SEE DETAIL SHT. 3 23 FS TOP OF DECK STEP = 224.50 SEE ARCHITECTURAL DRAWINGS" 24 RETAIN EXIST. AREA DRAIN SYSTEM. SYSTEM TO BE ADJUSTED TO NEW GRADES AS NECESSARY. 25 EXIST. 3" PVC DRAIN LINE. TO REMAIN. 26 BIO- FILTRATION BASIN. SEE SHEET 3 FOR DETAILS. NOTE: BASIN SHOULD BE CONSTRUCTED AFTER FINAL GRADES ARE ESTABLISHED TO ALLOW FOR MINOR ADJUSTMENTS. 27 12" HIGH EARTH BERM AT TOP OF SLOPE. SEE DETAIL THIS SHEET 2g EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. TUNNELING IS NOT PERMITTED. 2g SEWER LATERAL CLEANOUTS PER SDCRSD SC -01 RETAINING WALLS CONCRETE PAVEMENT - PROPOSED CONCRETE PAVEMENT - EXISTING BUILDING RETAINING WALLS SEE BUILDING PLANS FOR DESIGN AND CONSTRUCTION. EXISTING CONTOURS EXISTING ELEVATIONS PROPOSED ELEVATIONS (FS= 224.6) FS =224.6 or FG =224.6 1.0� CIVIL ENGINEER'S NOTE: THE TOPOGRAPHIC AND BOUNDARY SURVEY FOR 1 THIS GRADING PLAN WAS PREPARED BY OTHERS. EYLER ENGINEERING, % - -F EXIST. SLOPE INC. HAS USED THIS INFORMATION FOR DESIGN AND PLAN PREPARATION J PURPOSES BUT ASSUMES NO LIABILITY OF THE ACCURACY OF THIS ti INFORMATION. THE CONTRACTOR IS TO CONTACT EYLER ENGINEERING, 6352 6352 INC. IMMEDIATELY IF ANY TOPOGRAPHIC OR BOUNDARY INFORMATION IS * FOUND TO CONFLICT WITH SAID ABOVE INFORMATION INDICATED ON THIS vEc 3/ ZoI 2" HIGH EARTH BERM - TOP OF SLOPE PLAN. SJ9 CIVIC �OFCA4"� NO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED 8Y: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. LE VOID SHEET. SEE NEW SHEET 2A $IZN 101612 020 DESCRIPTION: PT# 1047. STA: CADT 19 3.5" CA. DEPT. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE OMMENDED: APPROVED: GRADING PLAN FOR: FINISHED GRADING PLAN -DC OF TRANS. ALUMINUM DISC IN SIDEWALK STUART L. EYLER BLIC WORKS ANNING REVIE CHRIS ER L. MAGDOSKU DATE:/5 . ,0 -20/8 R.C.E. NO.: C -76352 STUART L. E ER EXP.: DEC 31, 2018 JES E OWENS ?i�ZJb /_ -� CHRISTOPHER L. MAG SKU CITY ENGINEER oZ�23- ER 857 NOLBEY STREET, CARDIFF, CA 92007 BRUCE GREEN APN 260 -740 -16 13466 -G LOCATION: OVER SE END OF NE ABUT. OF MACKINNON AVENUE BRIDGE. INTER 8 ELEVATION: 229 ,539 DATUM: NAVD88 NGINEER DATE INSPECTOR DATE DATE PLANNING CASE NO: N/A TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 2 OF 3 W m I- 04 v M 0 N O R U U) Z Q U`Z Z U 0' Z ww LU Z v r W LLJ M � N O -1 X o I}iim� c� z cn X w w w w U 00 c� z cn X w EXISTING BRASS DISC IN S/W STAMPER RCE 18342 R PROTECT IN PLACE z Q LOT 5 SECTION FILL RESULTING LOW AREA TO DRAIN AWAY FROM BACK OF �16 - ° X w F-- � N 19 15 w ( N01' 11'29 130,49' X CD WATER METER NOTE: x 0� N DISTRICT TO UPGRADE, AT OWNERS TG= 223.90± S Q EXPENSE, TO DUAL METERS IF 25 x (FS -224. HP) a FIRE SPRINKLERS ARE REQUIRED. 1� - f -� -e X f r 24 SEC TI - x `% I (EXISTING PAVEMENT) ,­TMN K- EXISTING W METER - EXISTING W W R LATERAL EXISTING S R LATERAL LnJ ry Ld m EXI AR OU TO W X FS= 4.75 3.00' 1 26 1 2 7 I II o 1 w II l�o�. EXISTI G FISH POND I ROOF DECK F = 2P4.50 TO BE REMOVED 2-► D F =224. 5 \ FS- 224.75 FF=211 00 \ \ PAD -2 .33 S �0 2 FS- 224.50 FS =22 z (EXISTING RESIDENCE FF= 225.08 + -) T FS= 224.60 I � • \ ° -I F5= 22 5.0 0 � 12.75' FS- 224.75 2% (EXISTING PAVE T) FS- 224.75 12 \ 22 EXISTING DECK. AND SPA TO REMAIN. ST. 3" PVC coo FS= 225.00 SEE ARCHITECTURAL DRAWINGS. A DRAIN CURTB \ \ ��°c'X SPA DRAIN TO BE CONNECTED To SEWER S TI LETS. TO R LINE FOR DRAINING. IDRAIN EXIST. TEM. 1 x 5' 1O �O X 5.7 FS= 224.65 HP v 25 TG =22 .60 N01° 11'29' 129.77' 17 N N - N _SECT10N H-H- 4 SECTION D -D ' II � PAD =220 +- SECT ON B -B EXISTING BRASS DISC IN - S/W STAMPER RCE 18342 PROTECT IN PLACE 0' 10' 2 0' GRAPHIC SCALE 30' ZQNT-FZACT-Q� T-0-PRO- C-T- TN- P =E=IST-DE= =UgM. S€E- R�7 G. RLAPds_� F94- R-( - /N4€CK-4IE-44 . -E->(l ST--- R€-StDE�tEE� -per CL R86 F --E�€C 1t- -2-2 -4.58- _ �3 _.Cj)- _ 26AD' :ft24-j= t2 2 �tD�RT�WAtt =S EEC- LDS ---P L -AIN -S . �' _FF =234_00FS43.7� �16� 1 7EOPE 6 OeMED -TO- 27-ro w_ n1 2t___ - �1 - -(-�O 2�- � R A�C -S-CAS 5 TW =213 0 x w o Fl; =213.4 / I 0 FS= 13.72 I I I �i I I 10 16 SEC ION �_A I F =213. r� � I 1 1 x(0200 D 5.00 4=213. / x I I I 4 I a ° I FS -2 3.70 o I a 1 I I I II 1 a e 27 I Q PATIO C -C � a a FS =2 3.70 z:, CUT 6 1 7 I I I 1 _N <V N N N N o I'v 3/4" IRON PIPE. I II 1 (NOT FOUND) LOT 17 I II i 0 J z 0 S Q LL 61 FS- =4, CIE= 9, 61 5+ 23� �1 .6 -1-0.$8r2 2 �} � ROHM 2 D€�fC 24- 2 T =±2 2t� -t?2 M + ---t2Z �2 _ �_ fi �2 z0� 1 5 _±2 IL X2-1 � � 24-4 08 6 21 = 1 =t2 tt 1-9' 20'2 -=ft0t_� =GR-A1?HISCWII - DATA TABLE CONSTRUCTION NOTES - (APPLIES TO THIS SHEET ONLY) 1O BUILDING SETBACK LINE 25.Q0- 1 Onot used OEXISTING SPA DECK. TO REMAIN. SEE ARCHITECTURAL 9- Onot used � SEE ARCHITECTURAL -FF- 2t4.D0__I 30 not 3/4" IRON PIPE. I _JKIF 04 - Onot used ARCHITECTURAL (NOT FOUND) I AND II TREATMENT. BW =213.7 GROUND N x 66 +1 - TF =213.0 X202} I 216.67 I I o II I =213.0 80 not 6 4x 6 HEADER AT O 00 N I 21 Onot used N I v u 1 II 1 N DO— 17 25.0(1 I 0 K G 22. 216.33 BW I 18 I 12 I C101- 13 not CD 14 not I FOUND TO CONFLICT WITH SAID ABOVE INFORMATION INDICATED ON THIS 5 TW =227.0 FS 213.72 TF= 220.33 16 TW= 227.00 BW ECT TF= 218.33 Fc =21315 1 BW -218.8 TF= 217.33 18 TW= 220.33 BW 25.00' TF= 212.33 8 BW =224.0 TION -J 20 not used NEW SHEET X FS= 4.75 3.00' 1 26 1 2 7 I II o 1 w II l�o�. EXISTI G FISH POND I ROOF DECK F = 2P4.50 TO BE REMOVED 2-► D F =224. 5 \ FS- 224.75 FF=211 00 \ \ PAD -2 .33 S �0 2 FS- 224.50 FS =22 z (EXISTING RESIDENCE FF= 225.08 + -) T FS= 224.60 I � • \ ° -I F5= 22 5.0 0 � 12.75' FS- 224.75 2% (EXISTING PAVE T) FS- 224.75 12 \ 22 EXISTING DECK. AND SPA TO REMAIN. ST. 3" PVC coo FS= 225.00 SEE ARCHITECTURAL DRAWINGS. A DRAIN CURTB \ \ ��°c'X SPA DRAIN TO BE CONNECTED To SEWER S TI LETS. TO R LINE FOR DRAINING. IDRAIN EXIST. TEM. 1 x 5' 1O �O X 5.7 FS= 224.65 HP v 25 TG =22 .60 N01° 11'29' 129.77' 17 N N - N _SECT10N H-H- 4 SECTION D -D ' II � PAD =220 +- SECT ON B -B EXISTING BRASS DISC IN - S/W STAMPER RCE 18342 PROTECT IN PLACE 0' 10' 2 0' GRAPHIC SCALE 30' ZQNT-FZACT-Q� T-0-PRO- C-T- TN- P =E=IST-DE= =UgM. S€E- R�7 G. RLAPds_� F94- R-( - /N4€CK-4IE-44 . -E->(l ST--- R€-StDE�tEE� -per CL R86 F --E�€C 1t- -2-2 -4.58- _ �3 _.Cj)- _ 26AD' :ft24-j= t2 2 �tD�RT�WAtt =S EEC- LDS ---P L -AIN -S . �' _FF =234_00FS43.7� �16� 1 7EOPE 6 OeMED -TO- 27-ro w_ n1 2t___ - �1 - -(-�O 2�- � R A�C -S-CAS 5 TW =213 0 x w o Fl; =213.4 / I 0 FS= 13.72 I I I �i I I 10 16 SEC ION �_A I F =213. r� � I 1 1 x(0200 D 5.00 4=213. / x I I I 4 I a ° I FS -2 3.70 o I a 1 I I I II 1 a e 27 I Q PATIO C -C � a a FS =2 3.70 z:, CUT 6 1 7 I I I 1 _N <V N N N N o I'v 3/4" IRON PIPE. I II 1 (NOT FOUND) LOT 17 I II i 0 J z 0 S Q LL 61 FS- =4, CIE= 9, 61 5+ 23� �1 .6 -1-0.$8r2 2 �} � ROHM 2 D€�fC 24- 2 T =±2 2t� -t?2 M + ---t2Z �2 _ �_ fi �2 z0� 1 5 _±2 IL X2-1 � � 24-4 08 6 21 = 1 =t2 tt 1-9' 20'2 -=ft0t_� =GR-A1?HISCWII - DATA TABLE -pt X1ST-- GR9UNl:� L-� MtN-. (�2:TC Ste Pi= (Z`Lj8_ _T_F -1 a,nn (� PAB= 2 -1-3 -3 � 10- �0' SECTIiiN D� CONSTRUCTION NOTES - (APPLIES TO THIS SHEET ONLY) 1O BUILDING SETBACK LINE 25.Q0- 1 Onot used OEXISTING SPA DECK. TO REMAIN. SEE ARCHITECTURAL 9- Onot used C -03. SEE ARCHITECTURAL -FF- 2t4.D0__I 30 not used I2� TREATMENT. 04 - Onot used ARCHITECTURAL (2 t AND 55) TW =219.3 TREATMENT. BW =213.7 GROUND TF =213.0 OTW =219.3 66 BW =213.7 - TF =213.0 X202} 77) TW= 216.67 BW =213.7 TF =213.0 80 not used 4x 6 HEADER AT TOP OF SLOPE Onot used INFORMATION. THE CONTRACTOR IS TO CONTACT EYLER ENGINEERING, 10 TW =219.3 BW =213.7 TF =213.0 11 FS-218.8 12 TW= 216.33 BW =213.4 TF= 212.33 13 not used 14 not used FOUND TO CONFLICT WITH SAID ABOVE INFORMATION INDICATED ON THIS 5 TW =227.0 BW =224.6 TF= 220.33 16 TW= 227.00 BW -218.8 TF= 218.33 17 TW= 222.67 BW -218.8 TF= 217.33 18 TW= 220.33 BW =213.7 TF= 212.33 19 TW =227.0 BW =224.0 TF= 223.67 20 not used NEW SHEET 21 not used CHANGE NO. DESCRIPTION 22 not used BENCHMARK AS -BUILT APPROVALS 1 -pt X1ST-- GR9UNl:� L-� MtN-. (�2:TC Ste Pi= (Z`Lj8_ _T_F -1 a,nn (� PAB= 2 -1-3 -3 � 10- �0' SECTIiiN D� 99 NOT USED ZL 10 BUILDING LINE 11 1.5:1 TEMPORARY CONSTRUCTION CUT TO BE DETERMINED BY CONTRACTOR, MAXIMUM VERTICAL HEIGHT IS 5.0' PER THE LIMITED GEOTECHNICAL INVESTIATION REPORT BY ALLIED EARTH TECHNOLOGY, DATED JUNE 1, 2017. 12 CONCRETE PATIO. SEE ARCHITECTURAL DRAWINGS 3 NOT USED 4 6" PVC DRAIN LINE OUTLET 5 18" WIDE VEGETATED SWALE. SEE DETAIL SHT. 3 16 10" DIAMETER OVERFLOW INLET 17 ANY DAMAGED IMPROVEMENTS SHALL BE REPLACED BY THE OWNER TO THE SATISFACTION OF THE CITY ENGINEER. SEE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED February 13, 2018 AS DOCUMENT NO. 2018 - 0057855 OF O.R. 18 NOT USED 19 CONTRACTOR TO VERIFY FLOWLINE ELEVATION PRIOR TO CONSTRUCTION. 20 NOT USED 21 RELOCATE EXISTING FENCE TO BEHIND PROPERTY LINE. 22 6" PVC AREA DRAIN. TYPICAL. SEE DETAIL SHT. 3 23 FS TOP OF DECK STEP = 224.50 SEE ARCHITECTURAL DRAWINGS 24 RETAIN EXIST. AREA DRAIN SYSTEM. SYSTEM TO BE ADJUSTED TO NEW GRADES AS NECESSARY. 25 EXIST. 3" PVC DRAIN LINE. TO REMAIN. 26 BIO- FILTRATION BASIN. SEE SHEET 3 FOR DETAILS. NOTE: BASIN SHOULD BE CONSTRUCTED AFTER FINAL GRADES ARE ESTABLISHED TO ALLOW FOR MINOR DJ E 27 4" REDWOOD HEADER BERM AT TOP OF SLOPE. A SEE ETAIL THIS HEET 28 EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. TUNNELING IS NOT PERMITTED. 29 SEWER LATERAL CLEANOUTS PER SDCRSD SC -01 LEGEND RETAINING WALLS CONCRETE PAVEMENT - PROPOSED CONCRETE PAVEMENT - EXISTING BUILDING RETAINING WALLS SEE BUILDING PLANS FOR DESIGN AND CONSTRUCTION. EXISTING CONTOURS - -� EXISTING ELEVATIONS (FS= 224.6) PROPOSED ELEVATIONS FS =224.6 or FG =224.6 CONSTRUCTION NOTES - (APPLIES TO THIS SHEET ONLY) 1O BUILDING SETBACK LINE 25.Q0- 1 J (222 - OEXISTING SPA DECK. TO REMAIN. SEE ARCHITECTURAL 9- - = 2 W RETAINING WALL PER SDCRSD C -03. SEE ARCHITECTURAL -FF- 2t4.D0__I DRAWINGS FOR FACING TYPE AND I2� TREATMENT. 04 - C -04. SEE ARCHITECTURAL (2 t AND TOP CAP TREATMENT. OEXISTING GROUND 66 RETAINING WALL PER SDCRSD C -01. - ARCHITECTURAL X202} 1 2-(y- AND TOP CAP TREATMENT. 7 0M- SL- 6PEf0- DRAWINGS. - GR�HI -e SC-AtE F T�- 2:1 - -T - -O P� 99 NOT USED ZL 10 BUILDING LINE 11 1.5:1 TEMPORARY CONSTRUCTION CUT TO BE DETERMINED BY CONTRACTOR, MAXIMUM VERTICAL HEIGHT IS 5.0' PER THE LIMITED GEOTECHNICAL INVESTIATION REPORT BY ALLIED EARTH TECHNOLOGY, DATED JUNE 1, 2017. 12 CONCRETE PATIO. SEE ARCHITECTURAL DRAWINGS 3 NOT USED 4 6" PVC DRAIN LINE OUTLET 5 18" WIDE VEGETATED SWALE. SEE DETAIL SHT. 3 16 10" DIAMETER OVERFLOW INLET 17 ANY DAMAGED IMPROVEMENTS SHALL BE REPLACED BY THE OWNER TO THE SATISFACTION OF THE CITY ENGINEER. SEE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED February 13, 2018 AS DOCUMENT NO. 2018 - 0057855 OF O.R. 18 NOT USED 19 CONTRACTOR TO VERIFY FLOWLINE ELEVATION PRIOR TO CONSTRUCTION. 20 NOT USED 21 RELOCATE EXISTING FENCE TO BEHIND PROPERTY LINE. 22 6" PVC AREA DRAIN. TYPICAL. SEE DETAIL SHT. 3 23 FS TOP OF DECK STEP = 224.50 SEE ARCHITECTURAL DRAWINGS 24 RETAIN EXIST. AREA DRAIN SYSTEM. SYSTEM TO BE ADJUSTED TO NEW GRADES AS NECESSARY. 25 EXIST. 3" PVC DRAIN LINE. TO REMAIN. 26 BIO- FILTRATION BASIN. SEE SHEET 3 FOR DETAILS. NOTE: BASIN SHOULD BE CONSTRUCTED AFTER FINAL GRADES ARE ESTABLISHED TO ALLOW FOR MINOR DJ E 27 4" REDWOOD HEADER BERM AT TOP OF SLOPE. A SEE ETAIL THIS HEET 28 EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. TUNNELING IS NOT PERMITTED. 29 SEWER LATERAL CLEANOUTS PER SDCRSD SC -01 LEGEND RETAINING WALLS CONCRETE PAVEMENT - PROPOSED CONCRETE PAVEMENT - EXISTING BUILDING RETAINING WALLS SEE BUILDING PLANS FOR DESIGN AND CONSTRUCTION. EXISTING CONTOURS - -� EXISTING ELEVATIONS (FS= 224.6) PROPOSED ELEVATIONS FS =224.6 or FG =224.6 CONSTRUCTION NOTES - (APPLIES TO THIS SHEET ONLY) 1O BUILDING SETBACK LINE OEXISTING SPA DECK. TO REMAIN. SEE ARCHITECTURAL PLANS. 3O RETAINING WALL PER SDCRSD C -03. SEE ARCHITECTURAL THIS GRADING PLAN WAS PREPARED BY OTHERS. EYLER ENGINEERING, DRAWINGS FOR FACING TYPE AND TOP CAP TREATMENT. 04 RETAINING WALL PER SDCRSD C -04. SEE ARCHITECTURAL DRAWINGS FOR FACING TYPE AND TOP CAP TREATMENT. OEXISTING GROUND 66 RETAINING WALL PER SDCRSD C -01. SEE ARCHITECTURAL DRAWINGS FOR FACING TYPE AND TOP CAP TREATMENT. 7 STEPS. SEE ARCHITECTURAL DRAWINGS. 80 4x 6 HEADER AT TOP OF SLOPE 99 NOT USED ZL 10 BUILDING LINE 11 1.5:1 TEMPORARY CONSTRUCTION CUT TO BE DETERMINED BY CONTRACTOR, MAXIMUM VERTICAL HEIGHT IS 5.0' PER THE LIMITED GEOTECHNICAL INVESTIATION REPORT BY ALLIED EARTH TECHNOLOGY, DATED JUNE 1, 2017. 12 CONCRETE PATIO. SEE ARCHITECTURAL DRAWINGS 3 NOT USED 4 6" PVC DRAIN LINE OUTLET 5 18" WIDE VEGETATED SWALE. SEE DETAIL SHT. 3 16 10" DIAMETER OVERFLOW INLET 17 ANY DAMAGED IMPROVEMENTS SHALL BE REPLACED BY THE OWNER TO THE SATISFACTION OF THE CITY ENGINEER. SEE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED February 13, 2018 AS DOCUMENT NO. 2018 - 0057855 OF O.R. 18 NOT USED 19 CONTRACTOR TO VERIFY FLOWLINE ELEVATION PRIOR TO CONSTRUCTION. 20 NOT USED 21 RELOCATE EXISTING FENCE TO BEHIND PROPERTY LINE. 22 6" PVC AREA DRAIN. TYPICAL. SEE DETAIL SHT. 3 23 FS TOP OF DECK STEP = 224.50 SEE ARCHITECTURAL DRAWINGS 24 RETAIN EXIST. AREA DRAIN SYSTEM. SYSTEM TO BE ADJUSTED TO NEW GRADES AS NECESSARY. 25 EXIST. 3" PVC DRAIN LINE. TO REMAIN. 26 BIO- FILTRATION BASIN. SEE SHEET 3 FOR DETAILS. NOTE: BASIN SHOULD BE CONSTRUCTED AFTER FINAL GRADES ARE ESTABLISHED TO ALLOW FOR MINOR DJ E 27 4" REDWOOD HEADER BERM AT TOP OF SLOPE. A SEE ETAIL THIS HEET 28 EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. TUNNELING IS NOT PERMITTED. 29 SEWER LATERAL CLEANOUTS PER SDCRSD SC -01 LEGEND RETAINING WALLS CONCRETE PAVEMENT - PROPOSED CONCRETE PAVEMENT - EXISTING BUILDING RETAINING WALLS SEE BUILDING PLANS FOR DESIGN AND CONSTRUCTION. EXISTING CONTOURS - -� EXISTING ELEVATIONS (FS= 224.6) PROPOSED ELEVATIONS FS =224.6 or FG =224.6 00 v W W N co N O N rn U zg 0z z 5 Ir z w w z_ 0 co r W N - V ' LNO J x Wm I- 0.8' CIVIL ENGINEER'S NOTE: THE TOPOGRAPHIC AND BOUNDARY SURVEY FOR 1.0' THIS GRADING PLAN WAS PREPARED BY OTHERS. EYLER ENGINEERING, 1 % INC. HAS USED THIS INFORMATION FOR DESIGN AND PLAN PREPARATION 2:1 SLOPE PURPOSES BUT ASSUMES NO LIABILITY OF THE ACCURACY OF THIS INFORMATION. THE CONTRACTOR IS TO CONTACT EYLER ENGINEERING, INC. IMMEDIATELY IF ANY TOPOGRAPHIC OR BOUNDARY INFORMATION IS ZL FOUND TO CONFLICT WITH SAID ABOVE INFORMATION INDICATED ON THIS PLAN. 4 "x 6" REDWOOD BERM TOP OF SLOPE 27 NO SCALE NEW SHEET CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS INITIALS INITIALS Al AS BUILTS NEW SHEET 2A SllZN 10 612020 OF TRANS ALUMINUM DISC 1DC 3.5 "CA.DEPT. .L_ ',DnA Sept 14, 2020 INT. DATE PLANS PREPARED UNDER SUPERVISION DATE: OF RECOMMENDED: APPROVED: StPiVP/ Nowak JESSE OWENS /STEVE NOWAK IENOGPNEERL. MAGDOSKU GRADING PLAN FOR: 857 857 FINISHED GRADING PLAN NOLBEY STREET CARDIFF CA 92007 � BRUCE GREEN 13466' PUBLIC WORKS NA - -- LOCATION: OVER SE END OF NE ABUT. OF MACKINNON AVENUE OER STUART L. EY R DATE PLANNING NA - -- ELEVATION: :IDGE,INTER8 DATUM: NAVD88 StPNPrNOWG 10�6�2020 R.C.E. NO.: C -76352 .5�t_1_ Sept 14, 2020 STUART L. EY R DATE EXP.: DEC 31, 2018 CITY 101612020 DATE DATE PLANNING CASE NO: N/A APN 260 - 740-16 TPM /TM /CDP /DR /MUP /MIN /EIA, etc. REVIEWER JQO 10N, STEVE NOWAK SENIOR ENGINEER DATE SHEET 2A OF 3 INSPECTOR J 10 00 v W W N co N O N rn U zg 0z z 5 Ir z w w z_ 0 co r W N - V ' LNO J x Wm I- ■, �1 I +_ B. E i -- - - - -- --I o EXISTING LANDSCAPING TO �L�O (� LOT 15 SECTION B -B REMAIN UNDISTURBED IIJ III w Cv i ! #j 00 j 7 ! x J �s`,,E'.; x � � — x iL0 5 +7+ ++ ' +' - +!+ +t ++++ .- + x + +� + + + + + + + + + + + + + + + + + +� + ++ 'i-- -- + + + 4 + + r + + +i + + N +~ i + } `J + + + ++ +` ++ + + + + + -_ + + + + + + +, + I I -- x— - -- © + + + }i I� X I - -- II / ■ ■ -� OVE AS NECE�i SARY E + ` + + 'FO ILY ONSTZUCT10 i ++ I + + + ACCES + i + + + + + + + + + + xx ; + + + { III + + ++ + + +tl� II 7! + 6 +I + + +r + +,, 1 1 1 +'I + +. +.' +' + + +�+ II I�° + + + + + + + + +/+ x \ ❑5 1� ECTILDI�1,{# l +. x o rr o ° ; r + + i x I I +/+ + + + + 4 + r + + r ++I+++++/+++++++ + + + +. + / + + � +++ + + +N ++ + + + + ++ +t + :+ ++ + ix "I — 1 + + ! + + + + +,r + + + x + + + + + t • r + (+ + + 7 + + +• + �— s� ..oQ -F -_ - + + + i + + + + +' + + + + + + + + r+ + + a t '(F =20 I II x x + + + + +� + ++ + + ++ + + +.f + +i+ + I 3.5)) + + + + + + + + � + + + + + + I + + + I _ + + + + ++ + + + + + ++ +; ++ ++ ' X .. ^X- -iE- -.t. ._.�i( .., I II N N 1q �_ 1 cv N , I I 1 I• / III SECTION D -D v c I I I { 6 I II I Pv I II 0' 10' 20'— 30, SECTION B -B LOT 17 I j GRAPHIC SCALE r FILL. :RF';[Jl ING,IOWL___ —.- - AREA- TO-DRAIN WAY- _ WALL - — SW -FS=21 x-7-2 - - - -- - — — - - -- - -PRO ILE BACK-OF -EAST - -- -R€TAJPJJAIG-UVALL -- GP EIT SEA] E - E-St#EEfi�-FORi�tlALt-PROFtL� CONSTRIfE. NflTESr -- *\F�. * 10, r- : li . 9a -7s O3 22 �►eti 14 PIPES G;a�s 22 22 '' 5 2U3 45 DEGREE BEND (TYP) I CHECKED BY: TOP OF INLET GRATE / CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT SURFACE ELEV = 212.67 r �Fi i IE 6" PERF. DRAIN AT - O F. VOID SHEET. SEE NEW SHEET 3A TOP BARRIER WALL = 213.00 12 12 O 2 BOTTOM OF TRENCH = 208.92 16 4 5O TOP OF 24" THICK MEDIA (MULCH) INT. LAYER = 212.17 19 DETAIL — PROFILE — BIO— FILTRATION BASIN NO SCALE RECOMMENDED: AP ROVED: JE E( CHRIST HER . MAG OSKU CITY ENGINEER 2-,i 1- a13�G�� DATE DATE GRADING PLAN FOR: EROSION AND BMP CONTROL PLAN 857 NOLBEY STREET, CARDIFF, CA 92007 BRUCE GREEN APN 260-740 -16 PLANNING CASE NO: NIA TPMffM /CDP /DR /MUP /MIN /EIA, etc. 13466 -G BLIC WORKS STUART L. EYLER LOCATION: OVER SE END OF NE ABUT. OF MACKINNON AVENUE BRIDGE, INTER 8 ELEVATION: 229.539 DATUM: NAVD88 ANNING REVIE CH HER L. MAGDOSKU ENGINEER DATE FILL. :RF';[Jl ING,IOWL___ —.- - AREA- TO-DRAIN WAY- _ WALL - — SW -FS=21 x-7-2 - - - -- - — — - - -- - -PRO ILE BACK-OF -EAST - -- -R€TAJPJJAIG-UVALL -- GP EIT SEA] E - E-St#EEfi�-FORi�tlALt-PROFtL� CONSTRIfE. NflTESr -- *\F�. * 10, 6" DIA. SCREW -ON CAPS O3 22 OVER 6" DIA. PVC CLEAN -OUT 14 PIPES G;a�s 22 22 '' 5 2U3 45 DEGREE BEND (TYP) I CHECKED BY: TOP OF INLET GRATE / CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT SURFACE ELEV = 212.67 1� 18 IE 6" PERF. DRAIN AT - O BOTTOM OF INLET = 209.17 VOID SHEET. SEE NEW SHEET 3A TOP BARRIER WALL = 213.00 12 12 O 2 BOTTOM OF TRENCH = 208.92 16 4 5O TOP OF 24" THICK MEDIA (MULCH) INT. LAYER = 212.17 19 DETAIL — PROFILE — BIO— FILTRATION BASIN NO SCALE + �.. I i i FG�2�3'r € L I�I I i 3:1 I h.11 NOTE: I INSIDE BAS N DIMS. ARE), 6' x 10' MIN. E34SIN SURFA E ARE = 610 SO. FT. I ' 4fl iI j t j 3:1 i I j Uo 14 1 � I I 3. II ! �Q f �i ' i i co cc\1 Nt 19 f ) FTA I I � I FF= 214.00 DEEPEN BL FOOTING AS NEC RY 18 TO AVOID L NG 17 AGAINST BASIN WALL. 2 1 o� F� 0 J ��27340 1 � _ II I oz iN Q co tip V 0 v ' I PLAN VIEW — BIO— FILTRATION BASIN No SCALE = 213.75 O TOP OF INLET GRATE / FS- 213.72 SURFACE ELEV = 212.67 O6" PERF. DRAIN AT BOTTOM OF INLET. IE = 209.17 3 1 O3 TOP BARRIER WALL = 213.00 14 11 1.5' MIN. EDGE WALL TO O BOTTOM OF TRENCH 208.92 = FACE OF SLOPE 6" MAX. WATER DEPTH 16 20 ti 4> —O -- - - - - -- (IE =206.9 +) 5 1 19 DETAIL — PRO — BIO— FILTRATION BASIN No SCALE (224) - --- _ -- �- -_ -� — _EXISTINGSEOPE -- -- — -- -- F =21"0 1 ��\ -- - - - a - - -- - - - ) _ -- (-2W (24 ) — am -- -CQNNEC'CO ACCEMRY.= — -- - -- - _ _ - --t -- - - - - _-13UitBING- SEWER- -LINE`MTH- - __. __.- - - -- -- -.- - __ -- -- - -- (2W - _-- CL-E -AN WT_ M"GRADE =2-. 1% tlTo TOP-OF - - - -- -- - .— :_�PVC�EWERLAT A = .._ - - -- (282 -- - -PER SDRSD-66-01 SS- 04-and SP- e1. - == -_ - - - -- - -- -- - = (20&) == _ — $E�14fER- EPcTEF2flt f20fiLE- - �ONNE-GTT- a-€xIBT+NG VC15� — — (49+) — — -- _- - - -_ - -- IM N PER SDCRSD_SS -n C- - W2-) - -- - — - - -- - NOTE: - EXISTtNG SEWERAIN -L ATtON AS Rd - -- - 41T BE € D ET €RMNE O.- G9NT— CT 9- - R- — - 7jD- POTAOF-P-AND- �RIFYIO=IOR-- — — -PMOR TO GOI14ST TI0N- CONSTRUCTION NOTES - APPLIES TO THIS SHEET ONLY (NOTE: SEE SHEET 2 FOR WALL PROFILE CONSTRUC. NOTES) SIDEWALK UNDER DRAIN PER SDRSD D -27 EXISTING CURB, GUTTER AND SIDEWALK SHALL REPLACED TO THE NEAREST JOINT. TUNNELING IS N ERMITTED. OEXISTING CURB, GUTTER AND SIDEWALK ALL BE REPLACED TO THE NEAREST JOINT. TUNNELIN NOT PERMITTED. INSTALL STANDARD WYE CUT INT XISTING SEWER LINE PER SDCRSD SS -04. OAC TRENCH RESURFACIN R SDG 107. TUNNELING IS NOT PERMITTED. O3" PVC DRAIN PI AT 2% SLOPE TO MATCH SIDEWALK CR -FALL. OUTLET TO MATCH GUTTER FL. ORETAINING LL PER SDCRSD C -01. SEE ARCHITECTURAL DRAWI FOR FACING TYPE AND TOP CAP TREATMENT. OS. SEE ARCHITECTURAL DRAWINGS. NOT USED ORETAINING WALL PER SDCRSD C -02. SEE ARCHITECTURAL PLANS FOR FACING TYPE. 10 24" THICK MEDIA LAYER ENGINEERED SOIL PER CITY OF ENCINITAS FACT SHEET E.12 BF -1 BIOALTRATION WHICH REFERENCES CITY OF SAN DIEGO LOW IMPACT DEVELOPMENT DESIGN MANUAL (page B -18; July 2011) AND COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIO- RETENTION SOIL SPECIFICATIONS (June 2014). 11 12" SQUARE OR 12" DIA ROUND GRATED INLET. TOP OF GRATE = 212.67. 12 6" DIA. PERFORATED OR SLOTTED PVC DRAIN PIPE. SLOPE = 0.5% FROM CLEANOUTS TO CENTER OF BASIN, 13 SEWER LATERAL CLEANOUTS PER SDCRSD SC -01 4" THICK 520 -C -2500 CONCRETE, OR EQUIVALENT, PERIMETER 14 BARRIER WALLS. TW= 213.00 TO PROVIDE 4" FREEBOARD OVER SURFACE WATER. EXTEND BOTTOM 12" BELOW BOTTOM OF GRAVEL LAYER /BOTTOM OF TRENCH. 15 EXISTING SOIL AT BOTTOM OF TRENCH TO REMAIN UNCOMPACTED. 16 6" PVC DRAIN PIPE. CONNECTS TO JUNCTION /CLEAN -OUT BOX. 17 12" THICK AGGREGATE STORAGE LAYER. 3/4" CRUSHED STONE. 18 3" THICK 3/8" WASHED GRAVEL LAYER. 19 BIO- FILTRATION BASIN WITH PARTIAL RETENTION PER CITY OF ENCINITAS FACT SHEET E.11 PR -1. 2'x2' INSIDE DIM. JUNCTION / CLEAN -OUT BOX WITH LOCKING LID. 20 PVC, HDPE OR CONCRETE. TOP OF BOX TO EXTEND 6" MIN. ABOVE FINISHED GRADE. BOX TO BE 6" MIN. INSIDE PL. 21 RELOCATED EXISTING FENCE TO INSIDE PROPERTY LINE. TEMPORARY RUNOFF CONTROL BMPs -1 SS -2 PRESERVATION OF EXISTING —PEV —PEV- VEGETATION 2� SS -3 BONDED OR STABILIZED FIBER MATRIX (WINTER) __..... 3� SS 4 HYDROSEEDING (SUMMER) — TSP—TSP -^ CASQA SILT FENCE SC 6 ! SC -8 GRAVEL OR SAND BAGS © SC -7 STREET SWEEPING AND VACUUMING SWEEP THE STREET DAILY AND PRIOR TO PROJECTED RAIN EVENTS. 7� TC -1 STABILIZED CONSTRUCTION ENTRANCE ADJUST AS NECESSARY FOR SLOPE CONDITIONS MATERIALS & WASTE MANAGEMENT CONTROL BMPs WM -1 MATERIAL DELIVERY & STORAGE WM -4 SPILL PREVENTION AND CONTROL WM -8 CONCRETE WASTE MANAGEMENT WM -5 SOLID WASTE MANAGEMENT SANITARY 0 SAN RY WASTE MANAGEMENT WM -6 HAZARDOUS WASTE MANAGEMENT CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO, L sL L VOID SHEET. SEE NEW SHEET 3A S12N 101612020 DESCRIPTION: PT # 1047 STA: CADT 11 -DC 3.5" CA. DEPT. OF TRANS. ALUMINUM DISC IN SIDEWALK ' INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE:)Cih.OS?oig R.C.E. NO.: C -76352 STUART L. EY R EXP.: DEC 31, 2018 RECOMMENDED: AP ROVED: JE E( CHRIST HER . MAG OSKU CITY ENGINEER 2-,i 1- a13�G�� DATE DATE GRADING PLAN FOR: EROSION AND BMP CONTROL PLAN 857 NOLBEY STREET, CARDIFF, CA 92007 BRUCE GREEN APN 260-740 -16 PLANNING CASE NO: NIA TPMffM /CDP /DR /MUP /MIN /EIA, etc. 13466 -G BLIC WORKS STUART L. EYLER LOCATION: OVER SE END OF NE ABUT. OF MACKINNON AVENUE BRIDGE, INTER 8 ELEVATION: 229.539 DATUM: NAVD88 ANNING REVIE CH HER L. MAGDOSKU ENGINEER DATE INSPECTOR SHEET 3 OF 3 W W N M N O N Q U Z� C7 Z Z U 0r Z w W z_ (.D W 'T N W ''T O W LD CHANGE NO. I x I k- a 1 � N W I \ I 1 N N I II 1 N N r LOT /15 0' 10' 2 0' GRAPHIC SC EE -AT BAC K-Of WALL — =t/ -2-1 E�>-T �ESiBEN+Cf .no =zzSo �--FS �24.5� -2T5- TFs =2 00— ( 216 5' h (24-2) R P-K� SCALE— — NN E :-�F SHE FORR,)A LfNtILE99NSTRRe OiE� m EXISTING LANDSCAPING TO rRE UNDISTURBED NEW LANDS APIING LED AT END IOF r II v RUCTION) N I I II I N � N N � o ry � C\j + + + ++ ++ + + + + + + +tt+ + + + + + ++ } + + + + + + + + } } +' + + + ++ +P + } +} + ++ + + + ++ +� �- + + + + + + + + + + ++ + + + + + + + + © ++ + + } + }+ + + + }+ }+ II I --e 0o I I +d+ REMOVE AS �1 NST� CT 0 I, + + + i FOR DAILY C + +` ' ACCESS. I I + + + + } ++ I� I -'r+'+%% + + } + + +' j I II + + + + + �0e I I I I I I i t ++ ++ + I + ++ + + + + + + 5 + + + + } + + % + + + ++ + 0 0 0 4 + + + + + ++ + I + I o d I + I + + +. + +: + + +: + ++ II I + + + +} + + } + + } + ++ I II + + + + + ++ + + + + + + NI + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + ++ + + + + + / , + + + + + + + + } ++ + + + + + ++ + +} + + + +IIy+ + + + + + + + + + ++ II _ + + + + i + +I+ +'4 i V � (o I / I - I III � 5' ZL v y N N N N O �© NOTE: NEW LANDSCAPIIN(:N II INSTALLED AT END OF I II CONSTRUCTION) 30' I II LOT 17 0 [.y OVER 6 DIA. PVC CLEAN -OUT SPILL PREVENTION AND CONTROL PIPES CONCRETE WASTE MANAGEMENT 23 45 DEGREE BEND (TYP) OTOP OF INLET GRATE / HAZARDOUS WASTE MANAGEMENT C V 2 NEW SHEET 3A 6" PERF. DRAIN AT OIE BOTTOM OF INLET = 207.2 A A W . 0 O4 BOTTOM OF TRENCH = 207.0 5O TOP OF 36" THICK MEDIA (MULCH) PUBLIC WORKS LAYER = 212.17 Ur2o-ti 13466 -G OVER AVENUE BRIDGE, INTER ELEVATION: 229.539 DATUM: NAVD88 STUART L. EYQER DATE StevelNo-wak 101612020 PLANNING N{) --- 1 C.0 W REVIEWER JQO 10AP STEVE NOWAK SENIOR ENGINEER DATE „ II JK 1014P 'I Ann a mizW11 •p 11.7� • 9[ `[•1e 22 6" DIA. SCREW ON CAPS 19) DETAIL PROFILE BIO FILTRATION BASIN NO SCALE NOTE: INSIDE BASIN DIMS. ARE 6'x 10' IFG'21 MIN. BASIN SURFAC AREA 60 SQ FT. I I II 4 `rG %213 0 13 40 I I I � I I I I II 3:1 I I I I 16 12 I 3:1 I � O v M 3:1 J I IUi l I DO 213.4p I I O = N I z O II 0 I I I I, C.0 I II II 19 DETAIL - PLAN VIEW - 310- FILTRATION BASIN NO SCALE FS= 213.75 1 TOP OF INLET GRATE / — FS= 213.72 SURFACE ELEV = 212.67 \ 2 IE 6" PERF. DRAIN AT O BOTTOM OF INLET = 207.2 \ 3 1 D TOP BARRIER WALL = 213.00 � 14 1 1 1 O BOTTOM OF TRENCH = 207.0 15 MIN. EDGE WALL TO FACE OF SLOPE FF- 214.00 6" MAX. WATER DEPTH NOTE: DEEPEN ��• 1 6 20 BLDG. FOOTING AS NECESSARY 1 g 1 O \ �k1 G.�OOF1. TO AVOID LOADING AGAINST BASIN 12 WALL. 2 6.0 2 4 5 (IE =206.9 t) 1 02 19 DETAIL PROFILE 310 FILTRATION BASIN NO SCALE � ) {2 -2-2) \ \ ExrsTINC s> oPE— _ t246) -�:1 E t246) FF= 214.0 424-4) -(21-0) - CONNECT TO- ACCESSORY– -(208) UtLDtNG SEWER LINE WITH X296) -GL AN- 9UT�IWN GRADE =2A1 1 -(20 TO�OP OF -PIPS 4) PVC SEWERtRTERA� -(292) ER SDRS$SS- 64-,SS- 94-and- SP -01. -(200) X198) —SEWER LATERAL-- PROFILE 3 �as4) �ONNECT�O EXISTING ✓�VGP SEWER =IAI R R=:SS_02F - - (4-92) MOTE:- EXt8TtNG SEWER b1AtM1ttOCATION IASNOT BEEN DETERMWED— ONTRACTOR --TO PST H A ERTEY LOCATIOFL --PRIOR-TO CONSTRUCTION. CONSTRUCTION NOTES - APPLIES TO THIS SHEET ONLY (NOTE: SEE SHEET 2 FOR WALL PROFILE CONSTRUC. NOTES) OSIDEWALK UNDER DRAIN PER SDRSD D -27 1 EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. TUNNELING IS NOT PERMITTED. OEXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. TUNNELING IS NOT PERMITTED. OINSTALL STANDARD WYE CUT INTO EXISTING SEWER LINE PER SDCRSD SS -04. OAC TRENCH RESURFACING PER SDG 107. TUNNELING IS NOT PERMITTED. O3" PVC DRAIN PIPES AT 2% SLOPE TO MATCH SIDEWALK CROSS -FALL. OUTLET TO MATCH BUTTER FL. ORETAINING WALL PER SDCRSD C -01. SEE ARCHITECTURAL DRAWINGS FOR FACING TYPE AND TOP CAP TREATMENT. 7� STEPS. SEE ARCHITECTURAL DRAWINGS. 8 DISTANCE VA=WHICH RATION TRENCH TO BE NST CTEXISTING CONTOUR. 9 NOT U 10 36" THICK MSOI PER ITY OF N WHICH REFERENCES CITY OF SAN DIEGO LOW IMPACT DEVELOPMENT DESIGN MANUAL (page B-18; July 201 1 ) AND COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIO- RETENTION SOIL SPECIFICATIONS (June 2014). 11 12" SQUARE OR 12" DIA ROUND GRATED INLET. TOP OF GRATE = 212.67. 12 6" DIA. PERFORATED OR SLOTTED PVC DRAIN PIPE. SLOPE = 0.5% FROM CLEANOUTS TO CENTER OF BASIN. 13 SEWER LATERAL CLEANOUTS PER SDCRSD SC -01 14 4" THICK REDWOOD PERIMETER BARRIER WALLS. TW= 213.00 TO PROVIDE 2" FREEBOARD OVER SURFACE WATER. EXTEND BOTTOM 12" BELOW BOTTOM OF GRAVEL LAYER /BOTTOM OF TRENCH. 15 EXISTING SOIL AT BOTTOM OF TRENCH TO REMAIN UNCOMPACTED. 16 6" PVC DRAIN PIPE DISCHARGES TO JUNCTION BOX. O12" THICK AGGREGATE STORAGE LAYER, 17 3/4" CRUSHED STONE. 18 3" THICK 3/8" WASHED GRAVEL LAYER. 19 BIO- FILTRATION BASIN WITH PARTIAL RETENTION PER CITY OF ENCINITAS FACT SHEET E.11 PR -1. 20 2x2' INSIDE DIA. JUNCTION / CLEAN -OUT BOX WITH LOCKING LID. PVC, HDPE OR CONCRETE. TOP OF BOX TO EXTEND 6" MIN. ABOVE FINISHED GRADE. BOX TO BE 6" MIN, INSIDE PL. 21 RELOCATED EXISTING FENCE TO INSIDE PROPERTY LINE. TEMPORARY RUNOFF CONTROL BMPs 10 SS -2 PRESERVATION OF EXISTING — PEV —PEV — VEGETATION SS -3 BONDED OR STABILIZED FIBER MATRIX (WINTER) 3❑ SS -4 HYDROSEEDING (SUMMER) —TSP —TSP — CASQA SILT FENCE SC -6 / SC -8 GRAVEL OR SAND BAGS o STREET SWEEPING AND VACUUMING SWEEP THE STREET DAILY AND PRIOR TO PROJECTED RAIN EVENTS. 7� TC -1 STABILIZED CONSTRUCTION ENTRANCE ADJUST AS NECESSARY FOR SLOPE CONDITIONS MATERIALS & WASTE MANAGEMENT CONTROL BMPs WM -1 OVER 6 DIA. PVC CLEAN -OUT SPILL PREVENTION AND CONTROL PIPES CONCRETE WASTE MANAGEMENT 23 45 DEGREE BEND (TYP) OTOP OF INLET GRATE / HAZARDOUS WASTE MANAGEMENT C V 2 NEW SHEET 3A 6" PERF. DRAIN AT OIE BOTTOM OF INLET = 207.2 A A W . 0 O4 BOTTOM OF TRENCH = 207.0 5O TOP OF 36" THICK MEDIA (MULCH) PUBLIC WORKS LAYER = 212.17 19) DETAIL PROFILE BIO FILTRATION BASIN NO SCALE NOTE: INSIDE BASIN DIMS. ARE 6'x 10' IFG'21 MIN. BASIN SURFAC AREA 60 SQ FT. I I II 4 `rG %213 0 13 40 I I I � I I I I II 3:1 I I I I 16 12 I 3:1 I � O v M 3:1 J I IUi l I DO 213.4p I I O = N I z O II 0 I I I I, C.0 I II II 19 DETAIL - PLAN VIEW - 310- FILTRATION BASIN NO SCALE FS= 213.75 1 TOP OF INLET GRATE / — FS= 213.72 SURFACE ELEV = 212.67 \ 2 IE 6" PERF. DRAIN AT O BOTTOM OF INLET = 207.2 \ 3 1 D TOP BARRIER WALL = 213.00 � 14 1 1 1 O BOTTOM OF TRENCH = 207.0 15 MIN. EDGE WALL TO FACE OF SLOPE FF- 214.00 6" MAX. WATER DEPTH NOTE: DEEPEN ��• 1 6 20 BLDG. FOOTING AS NECESSARY 1 g 1 O \ �k1 G.�OOF1. TO AVOID LOADING AGAINST BASIN 12 WALL. 2 6.0 2 4 5 (IE =206.9 t) 1 02 19 DETAIL PROFILE 310 FILTRATION BASIN NO SCALE � ) {2 -2-2) \ \ ExrsTINC s> oPE— _ t246) -�:1 E t246) FF= 214.0 424-4) -(21-0) - CONNECT TO- ACCESSORY– -(208) UtLDtNG SEWER LINE WITH X296) -GL AN- 9UT�IWN GRADE =2A1 1 -(20 TO�OP OF -PIPS 4) PVC SEWERtRTERA� -(292) ER SDRS$SS- 64-,SS- 94-and- SP -01. -(200) X198) —SEWER LATERAL-- PROFILE 3 �as4) �ONNECT�O EXISTING ✓�VGP SEWER =IAI R R=:SS_02F - - (4-92) MOTE:- EXt8TtNG SEWER b1AtM1ttOCATION IASNOT BEEN DETERMWED— ONTRACTOR --TO PST H A ERTEY LOCATIOFL --PRIOR-TO CONSTRUCTION. CONSTRUCTION NOTES - APPLIES TO THIS SHEET ONLY (NOTE: SEE SHEET 2 FOR WALL PROFILE CONSTRUC. NOTES) OSIDEWALK UNDER DRAIN PER SDRSD D -27 1 EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. TUNNELING IS NOT PERMITTED. OEXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPLACED TO THE NEAREST JOINT. TUNNELING IS NOT PERMITTED. OINSTALL STANDARD WYE CUT INTO EXISTING SEWER LINE PER SDCRSD SS -04. OAC TRENCH RESURFACING PER SDG 107. TUNNELING IS NOT PERMITTED. O3" PVC DRAIN PIPES AT 2% SLOPE TO MATCH SIDEWALK CROSS -FALL. OUTLET TO MATCH BUTTER FL. ORETAINING WALL PER SDCRSD C -01. SEE ARCHITECTURAL DRAWINGS FOR FACING TYPE AND TOP CAP TREATMENT. 7� STEPS. SEE ARCHITECTURAL DRAWINGS. 8 DISTANCE VA=WHICH RATION TRENCH TO BE NST CTEXISTING CONTOUR. 9 NOT U 10 36" THICK MSOI PER ITY OF N WHICH REFERENCES CITY OF SAN DIEGO LOW IMPACT DEVELOPMENT DESIGN MANUAL (page B-18; July 201 1 ) AND COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G - BIO- RETENTION SOIL SPECIFICATIONS (June 2014). 11 12" SQUARE OR 12" DIA ROUND GRATED INLET. TOP OF GRATE = 212.67. 12 6" DIA. PERFORATED OR SLOTTED PVC DRAIN PIPE. SLOPE = 0.5% FROM CLEANOUTS TO CENTER OF BASIN. 13 SEWER LATERAL CLEANOUTS PER SDCRSD SC -01 14 4" THICK REDWOOD PERIMETER BARRIER WALLS. TW= 213.00 TO PROVIDE 2" FREEBOARD OVER SURFACE WATER. EXTEND BOTTOM 12" BELOW BOTTOM OF GRAVEL LAYER /BOTTOM OF TRENCH. 15 EXISTING SOIL AT BOTTOM OF TRENCH TO REMAIN UNCOMPACTED. 16 6" PVC DRAIN PIPE DISCHARGES TO JUNCTION BOX. O12" THICK AGGREGATE STORAGE LAYER, 17 3/4" CRUSHED STONE. 18 3" THICK 3/8" WASHED GRAVEL LAYER. 19 BIO- FILTRATION BASIN WITH PARTIAL RETENTION PER CITY OF ENCINITAS FACT SHEET E.11 PR -1. 20 2x2' INSIDE DIA. JUNCTION / CLEAN -OUT BOX WITH LOCKING LID. PVC, HDPE OR CONCRETE. TOP OF BOX TO EXTEND 6" MIN. ABOVE FINISHED GRADE. BOX TO BE 6" MIN, INSIDE PL. 21 RELOCATED EXISTING FENCE TO INSIDE PROPERTY LINE. TEMPORARY RUNOFF CONTROL BMPs 10 SS -2 PRESERVATION OF EXISTING — PEV —PEV — VEGETATION SS -3 BONDED OR STABILIZED FIBER MATRIX (WINTER) 3❑ SS -4 HYDROSEEDING (SUMMER) —TSP —TSP — CASQA SILT FENCE SC -6 / SC -8 GRAVEL OR SAND BAGS o STREET SWEEPING AND VACUUMING SWEEP THE STREET DAILY AND PRIOR TO PROJECTED RAIN EVENTS. 7� TC -1 STABILIZED CONSTRUCTION ENTRANCE ADJUST AS NECESSARY FOR SLOPE CONDITIONS MATERIALS & WASTE MANAGEMENT CONTROL BMPs WM -1 MATERIAL DELIVERY & STORAGE WM -4 SPILL PREVENTION AND CONTROL WM -8 CONCRETE WASTE MANAGEMENT WM -5 SOLID WASTE MANAGEMENT WM -9 SANITARY WASTE MANAGEMENT WM -6 HAZARDOUS WASTE MANAGEMENT NEW SHEET DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT INITIALS I INITIALS INITIALS NEW SHEET 3A SRN 101612020 DESCRIPTION: PT # 1047, STA: CADT 11 -DC 3.5" CA. DEPT. OF TRANS. ALUMINUM DISC IN SIDEWALK �— "' "�— / �t LCGVe (� ,L ��QiL Sej�t 4, 2020 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: C 76352 � ,L r-� Sept 14, 2020 STUART L. EY R DATE EXP.: DEC 31, 2018 RECOMMENDED: APPROVED: St -eve, No-wak JESSE OWENS /STEVE NOWAK CHRISTOPHER L. MAGDOSKU CITY ENGINEER 101612020 DATE DATE GRADING PLAN FOR: EROSION AND BMP CONTROL PLAN 857 NOLBEY STREET, CARDIFF, CA 92007 BRUCE GREEN APN 260 -740 -16 PLANNING CASE NO: N/A TPM/TM /CDP /DR /MUP /MIN /EIA, etc. w Z DRAWING NO. w w PUBLIC WORKS N-A --- Ur2o-ti 13466 -G OVER AVENUE BRIDGE, INTER ELEVATION: 229.539 DATUM: NAVD88 STUART L. EYQER DATE StevelNo-wak 101612020 PLANNING N{) --- 1 C.0 W REVIEWER JQO 10AP STEVE NOWAK SENIOR ENGINEER DATE I INSPECTOR JK 1014P OD 4 w Co n N NN N N Q U U to Z Q U`Z Z U w Z DRAWING NO. w w z_ v Ur2o-ti 13466 -G wMo LU N O 1 C.0 W Co SHEET 3A OF 3