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2016-13174 G (plans)RIGHT OF WAYNOTE 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 1S 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 SINGLE - FAMILY RESIDENCE 1246 EOLUS AVENUE CITY OF ENCINITAS, CALIFORNIA 92024" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DATED AUGUST 29, 2016, PROJECT NO. 16- 1147B3, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT, 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT No. 13174 -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 NGINEER WHO CERTIFIES S SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BYA 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 OFANY 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 DRAWAGEAND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS, 15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ` ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY 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 KEVIN DUNN AT (949) 367-3254,24 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 MAYARISE. 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 THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT 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 THEAPPROVED 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 RUNOFFAND 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 MAYBE 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, LE, 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 OWNERS 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 THEYARE 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. -715 C3 C` r a.`'i`r`S Afvtivv-c( co 5-5-1-7, SIGN PATE EUCADIA WASTEWATER DISTRICT S GN jw_S� D,5r(2 �cx i tJap, DATE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISHAND USE ANADEQUA TELY 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 ROCKAND /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 VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVARONAND GRADING ACTIVITIESARE 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) 4364151. 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 CHECKAND 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 PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS 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 - LWD - (760 }753 -0155 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 REJECTIONAND REMOVAL. FIELD OPERATIONS l '4 z� SIGN DATE PLANNING AND BUILDING LEGAL DESCRIPTION ALL THAT PORTION OF LOT 8, BLOCK E OF SOUTH COAST PARK ANNEX, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1788, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, MARCH 29, 1924. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,604 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 4,838 SOFT INCREASE IN IMPERVIOUS AREA: -2,234 SOFT IMPERVIOUS AREA REPLACED: 2,604 SOFT EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT= 4.3' MAXIMUM VERTICAL HEIGHT OF FILL = 29' CUT = 350 CY FILL = 150 CY EXPORT= 200 CY REMEDIAL = 320 CY ABBREVIATIONS LEGEND BS = BOTTOM OF STAIR ELEVATION BIN = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FG = FINISHED GRADE FL =FLOW LINE FF = FINISHED FLOOR GF = GARAGE FACE IE =INVERT ELEVATION TG = TOP OF GRATE ELEVATION TW = TOP OF WALL ELEVATION TSW = TOP STEM WALL roP'1�9i TOURMALINE PROPERTIES, INC. A CALIFORNIA CORPORATION 944 ARCHER STREET SAN DIEGO, CA 92109 SITE ADDRESS 1246 EOLUS AVENUE ENCINITAS, CA 92024 APN: 254 - 381 -11 -00 VICINITYMAP N.T.S NOTE. PER SOILS ENGINEER RECOMMENDATIONS A MINIMUM OF 2' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS OWNER'S CERTIFICATE 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITYAND 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 I0 ROVED S WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: l - DATE: Sf S�I� � BEN RYAN FOR TOUR ALINE PROPERTIES, INC. SOILS ENGINEER'S CERTIFICATE 1, MAMADOU SALIOU DIALLO 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 JANUARY 25, 2016 AND FOR AN UPDATE ON 411A . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: & J N� , � o s //f � ( 7 FE P RD �0 RCE NO.: 54071 GE NO.: 2704 a'�O OV $, {icy c3 EXP. DATE: DECEMBER 31, 2017 6E 2Ti14 EXP 1 .ar- 7 EAST COUNTYSOlL CONSULTATION AND ENGINEERING, INC. rIOpt ce�Q� P CALF 10925 HARTLEY ROAD, SUITE SANTEE, CA 92071 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 ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE TYLER TYLER G LAWSON PASCO, LARET, SUITER & ASSOCIATES 535 N. HWY 101, SUITE A, SOLANABEACH,CA92075 BMP PROJECT STATUS PH (858) 259 -8212 RCE EXPIRES 12131118 SHEETINDEX 1. TITLE SHEET 2 GRADING SHEET 3. EROSION CONTROL SHEET PARKS AND RECREATION y -12 -1� SIGN DATE STANDARD DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT /7 GN DATE DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT "tS "Y: "K" "Y: "HrTGL "Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. BAKU BAK AK BAK TGL ZL bo N L- 5 / DESCRIPTION: 2.5" BRASS DISC LOCATION: SE QUADRANT LEUCADIA BLVD AND ORPHEUS AVE RECORD FROM: ROS 18416 ELEVATION: 178.54' DATUM: NAVD88 HORIZONTAL: N/A VERTICAL: N /AC y /J I / /� 5 -� -/$ PLANS PREPARED UNDER SUPERVISION OF DATE: `%' / R.C.E. N0.:80356 i� � TYLER G LAWSON EXP.: 12/31/18 RECOMMEND D -54kt PRO D: �' /MRSINAAAHER RO NO 511'1 / 1-7 5 7 DATE DATE GRADING PLAN FOR 1246 EOLUS AVENUE APN: 254 - 381 -11 PLANNING CASE NO: 16 -212 CDP 13174 -G J-3 ��TYLER G LAWSON DATE AAI 5ar.(6 S 1'� lY SHEET 1 OF REVIEWER TOR - _'ENGINEER PISA 259 ® -02 b Lo r- 0 rn U U Ww, Qmoc) UZm 0 J N QOM w �wx F Z LL �C/)N h N Nom J S Lo O=� Q M _ aLod / 0 i �I J, A q Q) X % / APN:254- 381 -09 -06 I � er TREE TO P �IN FLOWLINE/SWALETOALLOW x o { 1 j x f 1 Q7°E .22' , EXISTING RUNOFF FROtd EOL US VE I ' TO FLOW THOUGH SITEAND BYPASS ° X 150.6 ° X51 7s? BIORETENTIN BASIN AND MIMIC I \ DISTRICT TO PGRADE TO OFF -SITE RETAINING �- �, ' 153 DUAL WATER ETER RJR WAS 4'VERIICAL 150.7 _ NATURALDRAINAGECONDITIONS WALL TO REMAIN o - X S�PAGE PITSx 50.3 159 F3G =960.9 �y yea 153.5 w WS -09AT OW ERS EJ$ENSE t - 152.4 `FGk151.7j 1 155 __ / 2 I ° EXIS NG POKER t� �� RR7 POLL TO REMAIN l �'iArION -VALME ' 1 x 1s1.s � 1% -.� -� .,` ,� . 1 .s k_,_ C= 160.751 � ' �--- TO BE REMOVED I I 1 0.4 X 150.sEXISTING TREE x 1so.a °I °'', X _. = 0. TO BE REMOVED FL�151.1 X151. W_�519 1 S= .0 157 L r u� - ,,' ' t (F+ 16 75) i x 15o.a ` "5 FG =1 1.3 FG =151.3 I FS ,58. ©o, W W - - - X 151.3 x 151.7 1� FG =1521 '� EXISTING F IA 1V#GAL m RAS11 n u FS =15261 FS= 1591, X 150.6 1 TW =154.3 C UNIT 2 11 % 2,01 S =158.6 PEPPER TR TO x 1� SEPTIC TANK BW =)51.3 FB =160.9 PROTECTED NPLA E X 150.4 2 x 1.9 . , �, x 4.3 F! 15713 lk a f FS= 151.83 1 t � ti �' FS =160.6 =160.8 X 151- 151.2 x 151 4 • I �F1- 615.13 1 FS= 157.09 ? i j 4'VERTICAL X 151.20 (FL= 160.6) ;t SEEPAGE PITS 1 o x 154'7 SHED X 150.5 FG X 151.3 X 1513 I ' " 8.5% 2 % 24% \1 17% ; 5% 26 / - '4% ' 10' FS =151.8 APN: 25481 -12 -00 ` FG =151.3 ~ _ X 151 3n i `., X1154.4 X 1 INSTALL 6" m a ° TRENCH DRAIN a r a Q o o FL =150.6 g �.0 FS =151.8 I o l y X151.1 w X151.3 4 k151d X155.2 \ 3E v c° - - % 15 4 - I� i x 150.7 FL= 15203 0 a o �0 °v FS =160.8 LL I FG =151.3 FS =I0.83 u r EXI TING SHED ;,, X 150.4 � X 151.1 - ° - _�- . -- - /� « I v I FS F 160.7 Q ...-X15 3 1_ - 8 X v -- X4 �¢ , TO B REMOVED X 1 a �{- w I T s vill 25' FS =151. LF =i?i.v L§ F _, ",S i§8:5 (FL= 160.5) l 12.6' aI PROPOSED �ESIDENCE 3 TG =156.9 8� ,! 2 70-1\ 470 rau 5 l % 4 �Y58�s x 51.1 1ST FLOOR F= 152.0' _ 0 / X1 1.4 I IE= 1555 s F -160.6 RS= 160.69 I O 4 x 15 X 0.81 ^ / �- PAD = 513' EXISTING PCC ` RT= 1711.3 FS 1597, d 5 DRIVEWAYTO a o 1V DO / 15115Q3 FS =151.8 a�° . APN: 254 -3 1T 00 _,_ -- I \S fS 1515 (FL= 160.83) '( \. BE REMOVED I ' xi o.s FG =15}.3 150. i- BUILDING TI_INF ABOVE GROUND LEVI :. � ; 4 FS -161, `I L 157.3'f I OWNER SHALL MAl TAIN PERVIOUS X 1 IXIS ING STRUCTURE " ,o to " i 7 A r TO PARKING AND LANDSCAPING WITHIN 150 }lo B REMOVED FG =1570 FS -157.0 < R/W IN FS= 151.$3 _____" � A C WITH ENCLOSED I CC DAN 0 F I r, = V 5 STEM P PARR H 6 �� ' REC TEN �N� EMOVAL COVENANT 8 F - .6 , d{ _ `F3�151.8 X 155.4 x 155.6 i 101 1" 1 I Q- COVERE FG =156,0 I. d : !b _ a '. (FL= 160.83) I z ? $l R 7 F 1b1i8 _a ) I �AT�154. "BW 151.7 FYSB o EXISTING CA IFORN " ( S FS 151.8. d - - - X 155.4 / _ v . FS =15.3 L I FG 151.7 - I PEPPER THE TO B r 1 FG 151.3 o° 0X 1 .5 _ 1 TW�1!4 F FG 157 4 PROTECTED �NPLACE X 155. 01 4 -- I TG =156.5 3 ( jrL= 160.79) Xo . ' 0 1 A 1.d ! TG= 55.8 3 IE = 1�ig5.e �� I I � 1 5 { r - -E- - - -xx 154.7 X155.9 - X1 9 IE =154.0 E X 150. p 152 ' p 4 10154,7 "/a T 15 i 156 f EXISTING 12" 155. 7 . WATER MAIN XX FS= 16065 t.. 1558 -- -- . '•, X 150 s FL�Sff *� = , - - - � ` - _ '' �• - � _ TO REMAIN x - *- °55'Q4 A29:99 x - x -- _. - X - - -- w: _�„ _ 160 6 I FG t !TC= 160.75 I i . 1 ' ' 151.._ t 2 7 111 > , 111 TW 153.5 �s U! x 111 i 1 = E)(OTING A ER (L= 160.75) 2 % S5 �. (FG = 151.0) ,� E g150.O s' L- FG= 154.4) s .�� (FG- 155.9) �(F 587) BW =153.5 ` �___�' \, ( TW =1559 RVI TO EMAW \, TW =153.5 FL =154.3 BW =151.7 r' 50' BW =151.3 111 r COVENANT HOLDING CITY HARMLESS I EXISTING DRIVEWAY 25 ` 25' FOR CROSS L6T DRAINAGE TO REMAIN REC s" IL" PRI VATE DRIVE DoC�,�.oaN�19 CC o APN.254- 381 -13 -00 ' R � I 25' f LEGEND PROPERTYLINE l2 - CENTERLINE OF ROAD DASHED LINE I EXISTING FENCE RIGHT -OF -WAY REPRESENTS TO REMAIN EXISTING GRADE ' fg' PRIVATE BUILDING OUTLINE DRIVE SETBACKS 0.2' FG - 150.6 - - - - _ - - ----- - - - - -- _ - - - - - - GF =190.0 GARAGE FACE ELEVATION ! _ _ MASONRY RETAINING WALL r7- I %11-1 11�- �1_l -I III - �) 142 PROPOSED CONTOUR LINE PERMANENT BMP AREA (SIZE PER PLAN) FG OF BMP BASIN FG OF OVERFLOW BEYOND = 149.6 WEIR = 150.4 SECTION B L PCC PAVEMENT NOT TO SCALE STEM WALL R INSTALL 5'x 16' RIP RAP ENERGY - - - - - - - 4 "PVC STORM DRAIN DISSIPATER PER SDRSD D40 EXISTING FENCE ROCK CLASS = No. 2 BACKING DROUGHT TOLERANT GROUND O AREA DRAIN TO REMAIN N T = 1.1 FT COVER PLANTINGS PER E.20 OF - 20' THE CITY OF ENCINITAS BMP EXISTING CONTOUR LINE DESIGN MANUAL AT 12" D.C. --142- - FG = 150.3 FG =150.6 OFF -SITE RETAINING j FG = 150.4 EXISTING WATER MAIN (SIZE PER PLAN) WALL TO REMAIN _ 2X II ;"'G 8M49' t HARD I I 21 - -k WOOD MULCH/ W EXISTING WATER SERVICE _ . ._ ��........1aF ...r.......�,.. .... Z " III - I ! III - III) j ! I GRASS COVER OR CITY EXISTING 314" IRON PIPE MONUMENT �� -�- I I� I - APPROVED EQUIVALENT j s 18" LAYER ENGINEERED SOIL 6" TRENCH DRAIN ITS = 146.18) (- ( IMPERMEABLE LINER ON � � � �� *SEE NOTE BELOW j p LAYER OF WESTSIDEOFBASIN O -- -_ - ^ W LIMIT OF WORK ONLY 30 MIL PVC LINER � ' I- I I- -;' i- ., 318" GRAVEL 6 "x 16 "PCC FLUSH CURB 10" LAYER OF 314" - NO LINER ON GRAVEL BOTTOM OF BASIN PERVIOUS PAVERS * NOTE: "ENGINEERED S011 "LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 - 60% SAND, 20 - 30% COMPOST OR HARDWOOD MULCH, AND ZO - 30% TOPSOIL. BIOFILTRATIONAREA DETAIL NOT TO SCALE R IEXISTING FENCE DASHED LINE STEM WALL PER SEPARATE TO REMAIN REPRESENTS ARCHITECTURAL PLANS 11' EXISTING GRADE TOP OF STEM WALL = 152.4 10 (FG =155.2) (FG = 153.6) FF= 152.0-------- - - - - -- - -- -- --- - - - - -- - - - -- PAD =151.3 -- EIi.I i- - 7' CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -02 SECTION C NOT TO SCALE INSTALL 4 2PVC STORM DRAIN PIPE CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -02 ABBREVIATIONS ' FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOWLINE r MtN GF = FACE OF GARAGE ELEVATION GRAPHIC SCALE 1" -10' HP = HIGH POINT �-_7i) 12' 1 EOLUSAVE ( 6 "x16 "PCCFLUSH CURB I IE= INVERTELEVATION hI OR DEEPENED G -1 CURB TG = TOP OF GRATE 10 0 10 20 30 TL' STEM WgLL PER SEPARATE TW = TOP OF WALL AT FINISHED GRADE I DASHED LINE ARCHITECTURAL PLANS FG =1570 ' I 2.0% 4.8% EXISTING I REPRESENTS APPROVED PERVIOUS TOP OF STEM WALL = 1577 FENCE TO EXISTING GRADE o PAVERS W /MIN. 8" VOID BW = BOTTOM OF WALL AT FINISHED GRADE REMAIN 25% 4.8% _ _ - -.- j -1T47777777 T� ' ENERGY _ _ - -_-- 1 - - =1- I - -I i ( (! I- I VOID FILLER- 8 "TO�g " (NO .8) (FS= 160.83) OFF -SITE WALL I _ _ _ t } } _ �[ - fF- � ' I ! I_I �I-- I 1 -I (( ) I I I I (� �-� I I -� AGGREGATE IN VOIDS TO REMAIN 1 B'� - PAD = 151.3 ) ° CONSTRUCT/0N NOTES _�� - - - -- FG�49.6 - - - -2� � - -- � - j _ -- �i - �`" SEE PERVIOUS I kFZLL�L�I 0�'MLV.F�9 2.0% - 48/0 _ III-II III 1l1 IIII_I I -I III -III Ell, (hf l I- Oj CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-02 _s _ j j PAVER SECTION L? -III -- - -- - _ - - - - -- - -I I I -I I ( I I -I I I� -I I I I1 ( - - -I 1 - -I 1 - -I 1 - -I - -) I I- III - --I I I I I- DETAIL THIS SHEET 2� I == III, -- r_� ( O2 EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IFANYMONUMENTIS DISTURBED OR DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY i Ill- SECTIONA O3 INSTALL 6 "AREA DRAINFESS/ F' R/W I i I I - BEDDING iOURE -2" G (q TIN = TOP OF WALL AT NOT TO SCALE - 0.5' = I _ -_ -_ _ _ I I I _ THICKOF TO e FINISHED SURFACE 50, III III -. li I I� I _ -.. ( -i f- I1 -(I - -I I i- ( (N0.8)AGGREGATE ® CONSTRUCT PERVIOUS PAVER PARKING 8 I 12' 12' III R I Jc) -1 i �„ O h , 9' ( I 1 CHOKER 80URSE -0" 5 INSTALL 6" X 16" PCC FLUSH CURB Np, 3 I�- THICKOF TO Exp.12 /31/t� BW = BOTTOM OF WALL _ '` Y I VARIES VARIES 6 "x 24 "PCC FLUSH CURB (N0.57) CRUSHED ROCK © INSTALL 5'X 16' RIP RAP ENERGY DISSIPATER PER SDRSD 040 0 2% MIN OR DEEPENED G -1 CURB MIN. 6" THICK OF 3 ROCK CLASS = No. 2 BACKING AT FINISHED GRADE _ 2% MIN I NOTE: v" I S'! W v lu \� FG - }50.8 FL = 150.7 FG = 151.0 _ ~- j -k ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) CRUSHED ROCK T = 1.1 FT. jr ( �L1 .r �_ 9'040 -) I-I I --=7E77_ I - ! 1E1 I I ( THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED INSTALL 4 "PV -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE O7 C STORM DRAIN y s i ,i - -, f� NO IMPERVIOUS LINER OR FILTER FABRIC ISTOBEUSED 0.FMINCOVER - "JTF =TOP OF -I I ( I I I l I -I! I �L� !G MAYBE ® EXISTING DRAINAGE INLET TO BE REMOVED PASCO LARET SUITER _ - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN REQUIRED OVER FOOTING TYP. FOOTING I II- I II I I � EXISTI G pp ASSOCIATES WATER MAIN CIVIL ENGINEERING + LAND PLANNING SURVEYING TYPICAL DETAIL - RETAINING WALL SECTION D TYPICAL SECTION - EOL USA VEUNE SECTION DETAIL - PERVIOUS PAVERS 535 North Highway 101, Ste A, Solana Beach, CA 92075 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ph 858.259.8212 I fz 858.259.4812 I plsaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO, 'eAK BAK TGL DESCRIPTION: 2.5" BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: ED: GRADING PLAN FOR: LOCATION: SE QUADRANT OF LEUCADIA BLVD HORIZONTAL: 1" = 10' 1-2 - 6_V$ DATE: '17 a 1246 EOLUS AVENUE 131 �4 ®G AND ORPHEUS AVE YLER G LAWSON DATE MkSrl/ K1AN@9t RO IFIb APN: 254 - 381 -11 RECORD FROM: 54' 18416 4 R.C.E. NO.: 80356 ELEVATION: 178.54' VERTICAL: DATUM: NAVD88 T -rt tg S �*l W TYLER G LAWSON EXp : 12/31/18 S1 iZ- /7 ` REVIEWER ECTOR •- ENGINEER DATE DATE PLANNING CASE NO: 16 -075 TPM /DR /CDP SHEET 2 OF 3 PLSA 2590 -02 W 0 0 N W U x U W w Qm0 U Z o co J N QO 06 < 00 �wX F F- U- Co (0 CA 04 w LUo� g N O=ff Wiz°? a�ca 3" TO 6" COARSE AGGREGATE CHANGE NO. EXISTING GROUND PROFILE 16'MIN. PLAN PROVIDEAF ' ^PRIATETRANSIT /ON BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF- WAY *LESSER DISTANCEALLOWED WITH CITY INSPECTOR APPROVAL DETAIL A: CONSTRUCTION ENTRANCE RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY NOT TO SCALE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED X } APN: 254- 38r1 -12 -00 r f� 1 i jI 1 1 1 1 _A0 f 1 Lz 1 FIBER ROLL FER APN: 254 -38 DETAIL�H /S SHEET O t 0 j GRAVEL BAG GZH�CK DAM SHED * THIS SHEET I I Car % SIiT FENCE PER / ( X DETAIL THIS SHEET T � I A i- -_ 4. — FF -151.5 I FF =155.5 j � 4 I \ RF°170.3 a v APN: 1- 1-0 v 254 -3 BUILDING OUTLINE ABOVE GROUND LEVEL �x �ir,, Z o � i i I W - W -- W ° CONSTRUCTION ENTR4NCEP5R a DETAIL THIS 71 uj W � I I� Z 1 vJ o � °FIBER,R 9LLP. I I r+ i I{ Q. DETAIL 13 SH T ) GRAVEL BAGICI 9 I DAM PER DE1AI -_- -- ° - SHEET ( FR cl) ° x V v I 4 I P .• a d \ p p. p 1.4 r -t - -- 4 - -- -- - - - -- / + f t 4. v �. `z -152 x , 1 1 V j 156 GRAVEL BA`i'�Ij PROTECTION F ' 1 ` DETAIL THIS Sf DETAIL B: GRAVEL BAGS NOT TO SCALE jj X —.. iix _._._�� X /!! (!/ , ET y~ -�- SILNCEPER 1 DETAI NH SHEET ET i I PRIVATE DRIVE 1. SET POSTS AND EXCAVATE A 4 BY4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. ((( 111111 Ili ii�l APN: 254 - 381 -13 -00 2. STAPLE WIRE FENCING TO THE POSTS. 41N (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 8 MIN SPACING FOR VEHICLEACCESS k a w I 20 '- 30' 5' 3V -40' ID/e f 8 MIN SPACING FOR VEHICLEACCESS k a w DIRECTION OF STREET FLOW SANDBAGS (TYP) F Ik— 1 FILTER FABRIC r/ NOTES: — WIRE _ 1. GRAVEL BAGS ARE REQUIRED. l — — 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE AS SHOWN ON THESE PLANS. 3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN DETAIL C. SILT FENCE DETAIL D: GRAVEL BAG SPACING NOT TO SCALE NOT TO SCALE DESIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS BAK BAK I TGL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: VED: DATE: I ?-/?r M • ^l J/^ R.C.E. NO.: 80356 MA]1N MAIM R A Cl TYLER G LAWSON EXp.: 12!31!18 DATE 7� j (e7 DATE ll DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT LAS C[-M f0ift DESCRIPTION: 2.5" BRASS DISC LOCATION: SE QUADRANT OF LEUCADIA BLVD HORIZONTAL: 1" = 10' 3 AND ORPHEUS AVE yLER G LAWSON DATE RECORD FROM: ROB 18416 VERTICAL: ELEVATION: 178.54' DATUM: NAVD88 5m /IF \A /FR I I _ FCTf1R I r 4 ~ GNr,_gmr FI SANDBAGS (TYP) 5 °I OF ROADBED WIDTH 8 MIN SPACING FOR VEHICLE ACCESS W I 20 '- 30' 5' 3V -40' 7' 41'-50' 9' I0 S I I 61'- 70' 1 DIRECTION OF STREET FLOW SANDBAGS (TYP) F Ik— 1 FILTER FABRIC r/ NOTES: — WIRE _ 1. GRAVEL BAGS ARE REQUIRED. l — — 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE AS SHOWN ON THESE PLANS. 3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN DETAIL C. SILT FENCE DETAIL D: GRAVEL BAG SPACING NOT TO SCALE NOT TO SCALE DESIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DIVISION APPROVALS BAK BAK I TGL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: VED: DATE: I ?-/?r M • ^l J/^ R.C.E. NO.: 80356 MA]1N MAIM R A Cl TYLER G LAWSON EXp.: 12!31!18 DATE 7� j (e7 DATE ll DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT LAS C[-M f0ift DESCRIPTION: 2.5" BRASS DISC LOCATION: SE QUADRANT OF LEUCADIA BLVD HORIZONTAL: 1" = 10' 3 AND ORPHEUS AVE yLER G LAWSON DATE RECORD FROM: ROB 18416 VERTICAL: ELEVATION: 178.54' DATUM: NAVD88 5m /IF \A /FR I I _ FCTf1R I r 4 ~ GNr,_gmr FI SANDBAGS (TYP) 5 °I OF ROADBED WIDTH 8 MIN SPACING FOR VEHICLE ACCESS W X 20 '- 30' 5' 3V -40' 7' 41'-50' 9' 51' -60' 10.5' 61'- 70' 12' EROSION CONTROL LEGEND PROPOSED CONSTRUCTION TR -1 ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B SE4, SE -6, SE -10 col SILT FENCE PER DETAIL C SE -1 n n n FIBER ROLL PER DETAIL E SC -5 FR LIMIT OF WORK V W GRAPHIC SCALE 1 " -10' 10 0 10 20 30 INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION DETAIL E. FIBER ROLLS NOT TO SCALE SPACING OF ROWS OF GRAVEL BAGS SLOPE OF STREET PAVED STREET UNPAVED STREET 10% OR MORE 25' 25] 18"HIGHMIN y 50' y y -V W y FIBER ROLLS -V 75' (2 BAGS) y / y 100' y 3.9% OR LESS 100' 100 (2 BAGS) '��'� y SPACING MEASURED \ ;'6 -V ALONG FACE OF THE y SLOPE VARIES PER / \I \ Y TABLE BELOW \ \ y INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION DETAIL E. FIBER ROLLS NOT TO SCALE SPACING OF ROWS OF GRAVEL BAGS SLOPE OF STREET PAVED STREET UNPAVED STREET 10% OR MORE 25' 25] 18"HIGHMIN 9.9% TO 8% 50' 1' HIGH MIN 50, (3 BAGS) 7.9% TO 6% 75' (2 BAGS) 75 1'HIGHMIN 5.9% TO 4% 100' 100' 3.9% OR LESS 100' 100 (2 BAGS) PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING .535 North Highway 101, Ste A. Solana Beach, CA 92075 'ph 858.259.8212 1fr 858.259.4812 1 plaaengineering.com CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR 1246 EOLUS AVENUE APN: 254 - 381 -11 PANNING CASE NO: 16 -075 TPM /DR /CDP DRAWING NO. 13174 -G SHEET 3 OF 3 PLSA 2590 -02 0 0 rn U S U C m v U Z (00 gN Q°Lo X F =LLLF- L W N W O LO rn Q N O =_ LO �zs aco a