Loading...
2017 13559 SG (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 WU 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 UNE 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 FACWTY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND GENERALNOTES 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 SQUALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. NOT APPLICABLE. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -O WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLAN. 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- ESTABUSHED 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 SWILL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CiZ•1M1620 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 AM. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTER 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' SWILL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 13559 -SG 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 COMPACTiONN 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 T0, 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 OONDI110N. 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 wavipjalml2wgi 14=611m Wm ey"m Dino- 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONS7SrENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CRY 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 PRDJEC11ON 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 SANTAI FE DR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RYAN CURRIE AT (925)- 719 -5596, 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. 1111 i 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 (407). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP 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 CFiY. 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 SHAT 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 27 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. WATER. 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 -COMBUSiiBLE 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 FIAT TO ALLOW ROLLING OF THE DUMPSiER 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 CfTY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBUC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE vas •l r' • IN I ►• 1 1. WATER MANS, 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 UMITS 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 MANS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO (GROSS UNDER WATER MANS 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 ETY THEIR PROJECT. ALL AFFECTED WATER FAOU11ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHAM 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 CAS 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 COMPUANCE WITH THIS LAW, THE DISTRICT SHAL 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. Y STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTMfiES 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 x 0O 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 S CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. w CONSTRUCTION VEHICLES SANTAI FE DR. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUEIJNG, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE d; ;4P1 411 I EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION ETY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE (ROUND 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 MERE 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 SWILL BE MINIMIZED. ONaTE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SH41L BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE PAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED 01 EJMINATE OR REDUCE POLLUTION OF STORNMVATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE=, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMMVATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABIUZATTON MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 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. 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 SHAT 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 EDOO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CAWS 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 Al 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 PRECAUTiONARi' 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 SAD UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A SEWERS - ESD - (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 COMMUNICATION- (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 FIELD OPERATIONS ( PLANNING DIVISION • 1d' 11 DATE OWNER RYAN AND MEGAN CURRIE 126 MELBA ROAD ENCINITAS, CA 92024 PHONE: 925 - 719 -5596 SITE ADDRESS 126 MELBA ROAD, ENCINITAS, CA 258 - 231 -19 -00 LEGAL DESCRIPTION ALL OF LOT 1 IN BLOCK "K' OF ENCINITAS HIGHLANDS, IN THE CITY OF ENCINITAS, COUNii' OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2141, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 4, 1928. OWNER'S CERTIFICATE MELBA o Z o ROAD N.T.S. SITE W Ld x 0O Uk N > w 0 SANTAI FE DR. VICINITY MAP 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 PU UC EASEMENTS. SIGNATURE DATE: It/g/17 RYAN CURRIE 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 Mu IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. ,Z fESS /OH SIGNATURE: DATE: BRA EY D. SAGER v No. COMPANY: LATITUDE 33 PLANNING AND ENGINEERING W Exp. C054564 m m � � Exp. 12 -2017 � ADDRESS: 9968 HISERT STREET, SECOND FLOOR, SAN DIEGO, CA 92131 sr CIVIC PHONE NUMBERS (858) 751 -0633 9jFOFcn1�E RICE EXPIRES 12/2017 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = N /A. NO NATURAL SLOPES EXIST ON -SITE MAXIMUM VERTICAL DEPTH OF CUT = 0' MAXIMUM VERTICAL DEPTH OF FILL = 3_7' CUT = 100 C.Y. FILL­ 250 C.Y. IMPORT = 150 C.Y PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT I I� l9 1 i Volu SIGN IIATIE ll SIGN DATE IGN f I DATE CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK AS -BUILT APPROVALS LVV Lw A ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. I REVISED SHEET 2 Z PT. NO 1048 (ENC48) OF CITY OF ENCINITAS SURVEY INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPROVED: GRADING PLAN FOR: CONTROL NETWORK PER R.O.S. 18416, SET 2.5" CITY ���/' l� //� PUBLIC n/p DATE: II Yt A$' UI l / OF ENCINITAS BRASS DISC IN NORTHWEST CORNER 126 MELBA ROAD OF CONCRETE DROP INLET ON NORTH SIDE OF IOVANnII [�0511.�1co DATE PLANNING NA �/� CURRIE RESIDENCE 13559 SG SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5 Y✓ R.C.E. NO.: C054564 JES OWEN CHRI OPHERL. M DOSKU AT THE NORTHEAST RETURN INTO SCRIPPS �6 2558 -231 -19 -00 MEMORIAL HOSPITAL, ENCINITAS. REVIEWER M BRA EY D. SAGER 1 ���9-2� ELEVATION: 173.376' DATUM: NAVD'88 CITY ENGINEER DATE INSPECTOR �� EXP.: 12 -2017 DATE DATE PLANNING CASE NO: NA TITLE SHEET SHEET 1 OF 3 H. \1500 \1584.00 - RYAN CURRIE - 126 MELBA ROAD \ENGINEERING \PLANS \GRADING \1584.00 GP- 01.DWG 111612017 8.47 AM W 1r O IT O co ILL o o z N r- O m w'D U) OD wco¢ N W w W m H M M M w cj O W W (D 9 000 W- f - _ u) F Inz00 LO J 0) (n s N1 I T_ PLAN MORTAR CAP H =R' -O" H =K' -4" H =3' -R" x -4+ m A BARS ;n 0° @) BARS \� 2' C) TOTAL 2 00 m I © BARS--- - " BARS N KEY J (1 ) BARS W N TYPICAL SECTION OVER 5' -4" # 1 4 0 2 M ELEVATION HORIZONTAL REINF. NOT SHOWN LAYOUT LINE MORTAR CAP 1#4 TOTAL 2 x ( BARS o 2" d' m OB BARS x 2 BARS 1 R W IU OE BARS TYPICAL SECTION 5' -4" MAX DIMENSIONS AND REINFORCING STEEL H (MAX) nnnnn■nn - 5' -4" 8' -0" T (MIN) 0' -8" 0' -10" 1' -0" W (MIN) 1MM1 3' -2" 4' -9" OBARS #4 032" #4 ®32" #4 ®32" NMI - - - #4032" #4 032" ©BARS #6 016" It■�■■1�1 #4 032" #4 @16" #6016" (Z)BARS #4 TOTAL 4 #4 TOTAL 5 #4 TOTAL 6 MAX SOIL PRESSURE 1100 PSI 1600 PSI 2200 PSI � ti��lr1� ■i : � ii* ��U���'�■-�I�I # 1 4 0 2 M ELEVATION HORIZONTAL REINF. NOT SHOWN LAYOUT LINE MORTAR CAP 1#4 TOTAL 2 x ( BARS o 2" d' m OB BARS x 2 BARS 1 R W IU OE BARS TYPICAL SECTION 5' -4" MAX DIMENSIONS AND REINFORCING STEEL H (MAX) 3' -8" - 5' -4" 8' -0" T (MIN) 0' -8" 0' -10" 1' -0" W (MIN) 2' -4" 3' -2" 4' -9" OBARS #4 032" #4 ®32" #4 ®32" @BARS - - - #4032" #4 032" ©BARS #6 016" @BARS #4 032" #4 @16" #6016" (Z)BARS #4 TOTAL 4 #4 TOTAL 5 #4 TOTAL 6 MAX SOIL PRESSURE 1100 PSI 1600 PSI 2200 PSI NOTES: 1. SEE C -7 AND C -8 FOR ADDITIONAL NOTES AND DEPAILS. 2. FILL ALL BLOCK CELLS WITH GROUT. Revision By Approved Dale RECOMMENDED BY THE SAN DIEGO ORIGINAL Kercheval 12/75 SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE Add Metric T. Stanton 03/03 12 17 2015 Delete Metric S.S. T. Shell 03/11 MASONRY RETAINING WALL TYPE 3 Chat. erson R.C.E. 79246 Date Reviewed TS T. Stanton 11/15. (LEVEL BACKFILL) DRAWING C -03 NUMBER NOTE. SEE SDRSD C -07 AND C -08 FOR DETAILS, NOTES, AND WALL DRAINAGE. CMU RETAINING WALL DETAIL NOT TO SCALE SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO - BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES 18" MIN WIDE - r6" DEEP N 89'25'26" W 134.79' a '30.5' " ROOF EAVE (TIP) f 8.7 L ��. 1) 14 TW r, � - -- - -- - - -- - - X146.0 BW.._ -2.'l TURF REINFORCEMENT MAT IF APPLICABLE 6" MIN. ENGINEERED SOIL *SEE NOTE BELOW 2" MIN. 318" GRAVEL 2?1" MIN. 16" MIN. 314" CRUSHED ROCK *'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM "SOIL MIX WITH NO MORE THAN 57. CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -307. COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE. VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE. NO FILTER FABRIC IS TO BE USED IN THIS SECTION. NOTE: ON -SITE SOILS ENGINEER TO DETERMINE IF SUBDRAIN SHALL BE CONSTRUCTED IN THE CRUSHED ROCK LAYER. VEGETATED SWALE DETAIL NOT TO SCALE MAX -=� -_ Lam., I EX. 6' WIDE SDG &E EASEMENT L PER DOC. RECORDED FEBRUARY 17, 1931 IN BOOK L 1866 OF DEEDS, PAGE 147 i I I ;c'' CD I I X W N co o r -1 151 ) I z I >3z � I EX DRIVEWAY 1 I I -,u � 5 I EaC. RESIDENCE FF= 152.10 O r7 � 143.2 1F 25.0' V 0� SETBA I y 3 W N t l r. MIN. 151.0 RIM _1 151.96 FS.: 149.0 FL / 4.0 ,15051 7G I 151. TW � 149.5 FL - 51.2 BW �SD�SD� -SD m 150.2 TF SD -Q- SD X51. -- W o �. �. 68 �o 1510 �� E 135. 84!02'30r' 150.7 TW . 1 ` ; 57.7' x 147.0 BW - -... , -, - -- - l- -8,. - - -- - 2 MELBA ROAD - - --- tC CON TR0. - I LEL. 14 4.Z2; MAC PROTECT IN .PLACE EXISTING WATER METER I 146.0 IF L] I I I '�. irL =44 , 1,.3 14 -,.?6j I I� � I I 9.5'±' j� I r -- (EL 1'.;� 07 IN IN rn IW M io M I� 0 .z LO 0 ) � PROTECT IN PLACE EXISTING CATCH BASIN PROTECT IN PLACE ��EXISTING PALM TREE 144.5 BW 148.2 TW 144.5 BW 1435 IF CMU RETAINING WALL PER SDRSD C -3, SEE DETAIL THIS SHEET I UL 11MA]E 10.0' 20.5' i � o < 152.06 FS o � CONTRACTOR TO VERIFY FF AND PROVIDE 0.04' MAX. DROP TO FS OF EAVE (TYP) o � w 151.0 TG .+ I - -- - -- -- -- -�• -- -_ __ _ - __ _.._. a: 148.8 FL MATCH EX. ELEVAT]ON 151.99 FS � � ' M EX PATIO MATCH EX. ELEVATION FIRE PIT PER � 151.2 FL / MATCH EX. SEPARATE PERMIT ' ELEVATION 18.0' 148:2 T ' ) MATCH EX. SPA a / 144.5 8 ELEVATION 1:0% : 143.5 71 - 148.2 TW , • 1413.5 IF oiz Ola b '. 151.9 FS • 95196 FS.. POOL &SPA PER - .SEPARATE PERMIT " 1482 TW Q ACCESSORY BUILDING 744.5 BW ti COPING = 152.02 � MIN. 1435 IF CONTROL NEW CONCRETE IMPERVIOUS AREA INLLUDIAIG NEW Q ' CONCRE7S' AND ACCESSORY c3U1LDIN(r 5D 6" HDPE STORM DRAIN AT 1.0% MIN. (313oQ SP) Wi y'i'w VEGETATED SWALE .I!i' x `I. S' PER DETAIL THIS SHEET .Ax-x--r2 6" AREA DRAIN WITH TOP OF GRATE xxx FL AND FLOW LINE ELEVATIONS XXX RIM 6" AREA DRAIN WITH LID WITH XO�xx FL LEGEND RIM AND FLOW LINE ELEVATIONS - - - GRADE BREAK FLOW DIRECTION WOOD DECK PER SEPARATE PERMIT 2017 9:07 AM EaC. RESIDENCE FF= 152.10 O r7 � 143.2 1F 25.0' V 0� SETBA I y 3 W N t l r. MIN. 151.0 RIM _1 151.96 FS.: 149.0 FL / 4.0 ,15051 7G I 151. TW � 149.5 FL - 51.2 BW �SD�SD� -SD m 150.2 TF SD -Q- SD X51. -- W o �. �. 68 �o 1510 �� E 135. 84!02'30r' 150.7 TW . 1 ` ; 57.7' x 147.0 BW - -... , -, - -- - l- -8,. - - -- - 2 MELBA ROAD - - --- tC CON TR0. - I LEL. 14 4.Z2; MAC PROTECT IN .PLACE EXISTING WATER METER I 146.0 IF L] I I I '�. irL =44 , 1,.3 14 -,.?6j I I� � I I 9.5'±' j� I r -- (EL 1'.;� 07 IN IN rn IW M io M I� 0 .z LO 0 ) � PROTECT IN PLACE EXISTING CATCH BASIN PROTECT IN PLACE ��EXISTING PALM TREE 144.5 BW 148.2 TW 144.5 BW 1435 IF CMU RETAINING WALL PER SDRSD C -3, SEE DETAIL THIS SHEET I UL 11MA]E 10.0' 20.5' i � o < 152.06 FS o � CONTRACTOR TO VERIFY FF AND PROVIDE 0.04' MAX. DROP TO FS OF EAVE (TYP) o � w 151.0 TG .+ I - -- - -- -- -- -�• -- -_ __ _ - __ _.._. a: 148.8 FL MATCH EX. ELEVAT]ON 151.99 FS � � ' M EX PATIO MATCH EX. ELEVATION FIRE PIT PER � 151.2 FL / MATCH EX. SEPARATE PERMIT ' ELEVATION 18.0' 148:2 T ' ) MATCH EX. SPA a / 144.5 8 ELEVATION 1:0% : 143.5 71 - 148.2 TW , • 1413.5 IF oiz Ola b '. 151.9 FS • 95196 FS.. POOL &SPA PER - .SEPARATE PERMIT " 1482 TW Q ACCESSORY BUILDING 744.5 BW ti COPING = 152.02 � MIN. 1435 IF CONTROL NEW CONCRETE IMPERVIOUS AREA INLLUDIAIG NEW Q ' CONCRE7S' AND ACCESSORY c3U1LDIN(r 5D 6" HDPE STORM DRAIN AT 1.0% MIN. (313oQ SP) Wi y'i'w VEGETATED SWALE .I!i' x `I. S' PER DETAIL THIS SHEET .Ax-x--r2 6" AREA DRAIN WITH TOP OF GRATE xxx FL AND FLOW LINE ELEVATIONS XXX RIM 6" AREA DRAIN WITH LID WITH XO�xx FL LEGEND WATER QUALITY NOTE NEW AND /OR REPLACED IMPERVIOUS AREA IS APPROXIMATELY 730 SF. VEGETATED SWALE TO BE CONSTRUCTED PER LID REQUIREMENTS. z Loy" CONTRACTOR TO VERIFY PERIMETER BOUNDARY GRADES PRIOR TO CONSTRUCTION. NOT]FY OWNER AND ENGINEER OF WORK OF ANY DISCREPANCIES FOUND. Cl) CO do Lo EASEMENTS ITEM 6: EXISTING 6' WIDE SDG &E EASEMENT PER DOC RECORDED FEBRUARY 17, 1931 IN BOOK 1866 OF DEEDS, PAGE 147 SEE REFERENCE HEREON. ITEM 7.• EXISTTN'. EASEMENT FOR INSTALLATION AND MAINTENANCE OF DRAINAGE PIPES, SEWER, WATER AND GAS MAINS, POLES AND WIRES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED FEBRUARY 21, 1934 AS BOOK 275, PAGE 81 OF OFFICIAL RECORDS THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION. 0 o W w CJ 0 Q O � U U ao t/1 w 'n w� ¢ w wN � rn M M M�Qo w w � w_�n 0 5 10 20 30 40 ¢ rn a J D) -U) CD SCALE: 1" = 10' CHANGE NO. DESCRIPTION APPROVED DATE uc�lulvcu IsY: urwvvly tsr: crltcKtu LSY: BENCHMARK AS -BUILT APPROVALS LW JA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ADDED ACCCESSORY BUILDING I PT. N01048 (ENC- 48)OF CITY OF ENCINITAS SURVEY TNT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: AS- ulLr CONTROL NETWORK PER R.O.S. 18416, SET 2.5" CITY DATE: � 126 MELBA ROAD OF ENCINITAS BRASS DISC IN NORTHWEST CORNER PUBLIC WORKS A/p, OF CONCRETE DROP INLET ON NORTH SIDEOF IOVIENN( PoSll.l,lCO DATE O CURRIE RESIDENCE 13559-SG SANTA FE DRIVE WEST.OF INTERSTATE HIGHWAY � PLANNING n/A - R.C.E. NO.: C054564 JES E O EN CHRIS OPHER L. MAGDOSKU AT THE NORTHEAST RETURN INTO SCRIPPS REVIEWER 258- 231 -19 -00 MEMORIAL HOSPITAL, ENCINITAS. CITY ENGINEER DATE / BRADLIVY D. SAGER EXP.: 12 -2017 � ( ,/�-�I7 GRADING PLAN ELEVATION: 173.376' DATUM: NAVD'88 INSPECTOR DATE DATE PLANNING CASE NO: NA SHEET 2 OF 3 H: \1500 \1584.00 -RYAN CURRIE - 126 MELBA ROAD \ENGINEERING \PLANS \GRADING \1584.00 GP_OZDWG 11161 RIM AND FLOW LINE ELEVATIONS - - - GRADE BREAK FLOW DIRECTION WOOD DECK PER SEPARATE PERMIT WATER QUALITY NOTE NEW AND /OR REPLACED IMPERVIOUS AREA IS APPROXIMATELY 730 SF. VEGETATED SWALE TO BE CONSTRUCTED PER LID REQUIREMENTS. z Loy" CONTRACTOR TO VERIFY PERIMETER BOUNDARY GRADES PRIOR TO CONSTRUCTION. NOT]FY OWNER AND ENGINEER OF WORK OF ANY DISCREPANCIES FOUND. Cl) CO do Lo EASEMENTS ITEM 6: EXISTING 6' WIDE SDG &E EASEMENT PER DOC RECORDED FEBRUARY 17, 1931 IN BOOK 1866 OF DEEDS, PAGE 147 SEE REFERENCE HEREON. ITEM 7.• EXISTTN'. EASEMENT FOR INSTALLATION AND MAINTENANCE OF DRAINAGE PIPES, SEWER, WATER AND GAS MAINS, POLES AND WIRES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED FEBRUARY 21, 1934 AS BOOK 275, PAGE 81 OF OFFICIAL RECORDS THE LOCATION OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION. 0 o W w CJ 0 Q O � U U ao t/1 w 'n w� ¢ w wN � rn M M M�Qo w w � w_�n 0 5 10 20 30 40 ¢ rn a J D) -U) CD SCALE: 1" = 10' CHANGE NO. DESCRIPTION APPROVED DATE uc�lulvcu IsY: urwvvly tsr: crltcKtu LSY: BENCHMARK AS -BUILT APPROVALS LW JA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ADDED ACCCESSORY BUILDING I PT. N01048 (ENC- 48)OF CITY OF ENCINITAS SURVEY TNT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: AS- ulLr CONTROL NETWORK PER R.O.S. 18416, SET 2.5" CITY DATE: � 126 MELBA ROAD OF ENCINITAS BRASS DISC IN NORTHWEST CORNER PUBLIC WORKS A/p, OF CONCRETE DROP INLET ON NORTH SIDEOF IOVIENN( PoSll.l,lCO DATE O CURRIE RESIDENCE 13559-SG SANTA FE DRIVE WEST.OF INTERSTATE HIGHWAY � PLANNING n/A - R.C.E. NO.: C054564 JES E O EN CHRIS OPHER L. MAGDOSKU AT THE NORTHEAST RETURN INTO SCRIPPS REVIEWER 258- 231 -19 -00 MEMORIAL HOSPITAL, ENCINITAS. CITY ENGINEER DATE / BRADLIVY D. SAGER EXP.: 12 -2017 � ( ,/�-�I7 GRADING PLAN ELEVATION: 173.376' DATUM: NAVD'88 INSPECTOR DATE DATE PLANNING CASE NO: NA SHEET 2 OF 3 H: \1500 \1584.00 -RYAN CURRIE - 126 MELBA ROAD \ENGINEERING \PLANS \GRADING \1584.00 GP_OZDWG 11161 9.5' 2017 9:07 AM o o W q o Ln o v 00 W U) w�¢ WNLL m CO UM M �Q W � m W LO = O � ZoZ oo m U) N S n: \IUUU \I064.UU - K7PoV WKKIC - IZO MCLLIA KUAU\ tNUINttKIIVU \YLAIVJ \UKAUINU \I004.UU UY- UJ.UWU 771ZIZU71 7U:ZJ AM