Loading...
2016-12891 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL OWNER/PERMITTEE SITE ADDRESS OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 1. IN CASE EMERGENCY WORK =DAY.- D, CON +ACT CWV6 �jopHloov Al ® BMP NOTES RELATIVE TO CONSTRUCTION �" k cE : CwvE ANIP K llfUV l N9PWo40 DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC f(rl4) Q�qO• 6403, 24 HOURS A ACTIVITIES 3�' dl�� ®� �$�d� 253 E. JASON ST. RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP mleo gL S CA 4 404 ENCINITAS, CA 92024 WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE CONCRETE WASHOUT: p C64 MICH�FFo4 �• GLArr(o/� THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. AVAILABLE AT ALL TIMES DURING THE RAINY SE SON (OCTOBER 1 TO APRIL 15). CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ILSz N9 &F,IR, Coco) ieS CQ 200 ALL NECESSARY MATERIALS SHALL BE STOCKPILE ON SITE ON OCTOBER 1 AT WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO HYGEIA AVENUE CONVENIENT LOCATIONS TO FACILITATE RAPID STOCKPILED SITE OF TEMPORARY WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO LEGAL D C ION DRAINAGE NOTE THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. EROSION CONTROL MEASURES WHEN RAIN IS IMMI ENT. PORTIONS OF LOT 15, IN BLOCK 5 OF SOUTHCOAST PARK, CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT o PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE OF CALIFORNIA AS SHOWN ON OFFICIAL MAP THEREOF A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN CONSTRUCTION SITE ACCESS: a APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES N0. 1776, FILED IN THE OFFICE OF THE SAN DIEGO � �E a APPROVED DRAINAGE FACILITY. COUNTY RECORDER ON JANUARY 11, 1924. un HERMES AVENUE o 4. THE CONTRACTOR SHALL RESTORE ALL EROSI�ITY N CONTROL DEVICES TO EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL w U Qo WORKING ORDER TO THE SATISFACTION OF THE ENGINEER AFTER EACH INCLUDE USING MATERIAL SUCH AS 3 CRUSHED ROCK AND /OR CORRUGATED D _� UTILITY NOTE RUN -OFF PRODUCING RAINFALL. STEEL PANELS /PLATES. -i wm ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES CONSTRUCTION VEHICLES: 0 WNERS CERTIFICATE VULCAN AVENUE AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING A FOR CONSTRUCTION SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL O DESIGNATED UTINE VEHICLES PARKING, VEHICLE REFUELING, I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST _ A.T. +S.F. RAILROAD GRADING NOTES OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EQUIPMENT MAINTENANCE. ALLMAJOR REPAIRSSHALLBE ADE OFF-SITE. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY OLD HIGHWAY 101 AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONO AREAS THAT ARE UNSAFE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE OR ARE POTENTIALLY UNSAFE. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING PRIOR TO ANY REQUEST FOR INSPECTION. PLAN SHALL BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES VICINITY MAP AND FOUNDATION RECOMMENDATIONS PARCELS 1 &2 253 EAST JAYSON THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR STREET ENCINITAS, CA 92024' PREPARED BY ENGINEERING DESIGN GROUP EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS NOT TO SCALE DATED MAY 19, 2016 AS EDG PROJECT NO. 165613 -1, SHALL BE CONSIDERED OF EACH WORKING REMOVABLE DA PROTECTIVE WHEN THE DEVICES F VE (5) DWY RAI SHALL BE IN PLACE L A AT THE END WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE LEGEND ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL .�b a CONTAINED IN SAID REPORT. AFTER EACH RAINFALL. I OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS �l(�/�k flip �' DkfE S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS UNNECESSARILY; THEY HELP DECREASE EROSION. ' HAP o0� 6R 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN LIVE PROPERTY BOUNDARY PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION STORMWATER POLLUTION CONTROL POST TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION WITH IMPROVEMENT PLANS. IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL KAiNA �� EXISTING EASEMENT CONSTRUCTION BMP /IMl� NOTES BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. TO SHIELD AND BIND THE SOIL. / p11CH,rg1,5. 6b,Nton9�o ER, PROPOSED CONTOURS 255 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS GRADING ACTIVITIES ARE COMPLETE. SOILS ENGINEERS CERTIFICATE EXISTING CONTOURS DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ERIN KIST EXISTING PRIOR TO GRADING. AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 1. CALIFORNIA, , REGISTERED GEOLOGICAL ENGINEER IN THE STATE OF EXISTING EDGE OF PAVEMENT 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 2. GRASS AND LANDSCAPE AREAS DESIGNATED OR STORM WATER POLLUTION CONTROL CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ON -SITE CONSTRUCTION MATERIAL STORAGE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CENTERLINE - REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS DIRECTION ON MAY 9, 2016. ONE COMPLETE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY EXISTING WATER MAIN - W- 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR PRIOR TO DISCHARGE FROM THE SITE. ALL IMPS VIOUS AREAS MUST SLOPE TOWARD EXISTING SEWER MAIN CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH THE APPROVED BMP /IMP FACILITY AND /OR THE +URF /LANDSCAPED AREAS. REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. ENGINEER, ALONG WITH UPDATE LETTER AND CERTIFY 19, AT FURTHERMORE, I STANDARDS, LAWS AND REGULATIONS. I STOCKPILES MAY. INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM RECOMMEND TI IN THE SOILS REPORT FOR THIS PROJECT HAVE EXISTING SEWER LATERAL - -- - - - -� 8. GRADING AND EQUIPMENT OPERATING WITHIN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCA E, DRIVEWAYS, OR ANY OTHER IN ONE -HALF (1/2) MILE OF $ CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN BEEN IN Co RATED IN THE DING PLANS AND SPECIFICATIONS. (LOCATION APPROXIMATE) A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTTED BETWEEN IMPERVIOUS AREA UNLESS THE FLOW FROM THE RAIN DISCHARGES TO AN ADEQUATE INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL - - -- - THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND IMP /BMP. STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT SIGNED: _ ________ E s N EXISTING WATER SERVICE - W CITY RECOGNIZED HOLIDAYS. BARRIER AROUND THE PERIMETER AT ALL TIMES. �te�E �as��� 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA G. E. NO.: �� Rc 112 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT TRAINING: -- - - - - -- ----------- - - - - -- EXISTING FENCE - - - -X MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF BP R 3?, 2= i/30/2o1� lu A� EXP. DATE: ___ C65122 CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS EDGE OF PAVEMENT - --- AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES ENGINEERING DESIGN GROUP WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. ALTERED WITHOUT A PERMIT FROM THE CITY. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY 2121 MONTIEL ROAD OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS SAN MARCOS CA92069 •! c EXISTING RETAINING WALL 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. PH. (760) 839 - 7302 CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE BE OBTAINED. WASTE MANAGEMENT: PROPOSED RETAINING - PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE ALL MAONAGEMENTHPRACTIIC ENCLOSURES REQUIR REQUIREMENTS. DTRASH COMPLY WASTE PRODUCTSEONCTTHE GROUND, WHEREI WATER CAN CARRYN HEM INNTO STATEMENT OF ENGINEER OF WORK PROPOSED SEWER LATERAL (S -17) S HAULING OPERATION. ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. PROPOSED WATER SERVICE (WS -01) �W 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK LIMITS OF GRADING W W HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE UMPSTER AND TO PREVENT ANY FLOW BERMS DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE UNDER PERMIT 12891 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE / PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED NATU REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR BUILDING FOOTPRINT CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY IN A PUBLIC ENTITY THE ENCLOSURE SHALL BE SELF CONTAINED OR AY HAVE A DRAIN THAT DISCHARGES WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH DRAINAGE DIRECTION THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC ANY TRASH MATERIAL. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLITY FOR THE PLANS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY FLOWLINE SWALE . MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PROPOSED 2" GRIND AND REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING HOT MIX ASPHALT OVERLAY UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT SAN DIEGUITO WATER DISTRICT NOTES N APPROPRIATE I ONE DISPOSAL OF DISPOSED OF AS HAZARDOUS ARDO LSTWASTE. FOR HAZARDOUS WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION THE WORK PERFOR BY THE ENGINEER. AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS PROPOSED PERMEABLE PAVER LL-LL LL ILLL L _L-_ ACCEPTABLE FOR THEIR INTENDED USE. TO THE STANDARD SPECIFICATIONS OF THE CURE ENT WATER AGENCIES' STANDARDS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. PARKING AND DRIVEWAY AREA LL L L- L L' 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES COMMITTEE (WASC). POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE RECYCLING RECEPTACLES AROUND THE SITE. BY: % -17 -16 PROPOSED BIORETENTION BASIN SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WAT R DISTRICT DOES NOT CONSTITUTE STEVEN R. JONES DATE SEE DETAIL SHEET 2. BIORETENTION PROPERTIES OR FINISHED WORK ON HE SITE AND SHALL TAKE REMEDIAL REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED AREA SHALL NOT BE MODIFIED WITHOUT MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY PERMIT FROM THE CITY. TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE LIMITS OF THIS PROJECT. CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN BEEN INSTALLED. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT INAL DESIGN, I.E., LINE CROSSING, LINE INLETS ON PERVIOUS SURFACES. RCE 65124 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE PLACED MATTER O ACCORDANCE WITH STANDARD SPECIFICATION. SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER AND RIALTHRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP REMOVED BY THE CONTRACTOR BFROM HEB RI SURFACE WHICH THE MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE EARTHWORK DATA TOPOGRAPHY FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED 4. CONTRACTOR AND OWNER ARE RESPONSIBLE 0 RELOCATE AND /OR ADJUST TO FOR MORE INFORMATION SE CONTACTT H POLLUTION CONTROL MEASURES STEEPEST EXISTING SLOPE ON -SITE = 2N 1V TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY < COASTAL LAND SOLUTIONS, INC. SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM GRADE ANY EXISTING WATER FACILITY (FIRE . ANT, METERS, VALVES, VALVE BOXES, OF ENCINITAS AT (760) 633 -2770. MAXIMUM VERTICAL DEPTH OF CUT = 0.5' 577 SECOND STREET ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MAXIMUM VERTICAL DEPTH OF FILL = 0.5 ENCINITAS, CA 92024 OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF WITH SPEC RECD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE FACILITIES DO NOT MEET STANDARDS, THEN THE SHALL BE UPGRADED TO CURRENT NOTIFICATIONS LOCATION OF UNDERGROUND UTILITY PIPES AND CUT = 3�jq C.Y. FILL = 10 C.Y. 760- 230 -6025 STANDARDS AT THE OWNERS EXPENSE. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EXPORT = X2.9 C.Y. DATE OF ORIGINAL SURVEY: 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO REMEDIAL = qoo G °Y. SEPTEMBER 11, 2013. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND SERVICES. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO QUANTITIES SHOWN DO NOT REFLECT TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK ANY SHRINKAGE AND SWELL FACTORS AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING AND SAN DIEGO GAS AND ELECTRIC VAULTS. SHEET INDEX EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER COMMENCEMENT OF WORK: PpFESSjp GRADING ORDINANCE. TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. A. SEWERS - LEUCADIA WASTEWATER DISTRICT - 760 753 -0155 SHEET NO. 1 TITLE SHEET �P R Nq� ( ) SHEET NO. 2 GRADING AND DRAINAGE PLAN <t, N 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1 53 IS REQUIRING THAT NO -LEAD BRASS B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 SHEET NO. 3 EROSION CONTROL PLAN <cQ J� O� <2 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 (v G> BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE D. TELEPHONE - SBC BELL - (760)- 489 -3411 � cP Z CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X- 2233 " � No. 65124 rn MATERIALS TO BE NO -LEAD BRASS PARTS. '� BMP PROJECT STATUS A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS, I CDASTAL LAND SOLUTIONS, INC. cr Exp. 09/30/17 APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 9. ALL COPPER TUBING USED FOR AIR RELEASE BLOW OFFS, AND SERVICES SHALL BE TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 577 SECOND STREET MATERIAL. PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. ENCINITAS, CA 92024 3'T CIVIL �P 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PH (760) 230 -6025 qTF OF CA1IF�� STANDARD 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH IMPERVIO US AREA PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION FAX (760) 230 -6026 THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WILL BE SUBJECT TO REJECTION AND REMOVAL. WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EXISTING IMPERVIOUS AREA: 2,953 SF EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED PROPOSED IMPERVIOUS AREA:2,233 SF LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED DECREASE IN IMPERVIOUS AREA: 720 SF OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE IMPERVIOUS AREA REPLACED: 2,233 SF PUBLIC SEWER SYSTEM APPROVAL ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA ED BY: LWD DISTRICT ENGINEER (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE a� TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. PHE G, PRCE DA c Ia'(hll6 �� ✓V Vlfi% C� q ,A� �� EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, - -O_'�3 ' Ib _ .� - - - - - -- -- ___ __- - �� ti S - -__ /' 14-16 _� � ° - -- � � Jkf_ IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS -C�6�G• - - - �( I� -- SIG DATEf(�Tl DATE SIGN DATE SIGN DATE SIGN THE TREE REMOVAL. FIRM EXP. DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS- BUILTS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. spi 717 �- ®A1NE151(le 1� f'nh-(Int1 12 '(�16 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -04, PLANS PRE ARED UNDER THE SUPERVISION OF RECOMMENDED .�M+ 0 APPROVE GRADING PLAN FOR: SEW)t2�- WATER" V{ RAC, �PQ� r - L.S. 7322" DRAINAGE O 4.5 FEET WEST OF THE CURB • 3M, CORNER OF T E CITOSIDELOF ENCINITAS EE CADI AO HORIZONTAL: 1" = 20 253 E. JASON ST. - �'� � z --� 9 DATE: _ 9 -/7- /h ° w' .� -- - ENCINITAS CA 92024 12891-G MASIH MAHER LEN PRUIM , CORNER OF THE CITY Of ENCINITAS LEUCADIA OAKS H - APPROXIMATELY zso FEET NORTH of THE INTERSECTION VERTICAL: 1" = 10' STEVEN R. ES DATE - -- R.C.E. N0. 65124 -_ - -- -- - -- - -- - -- - -- ]ELEVATION OF R 8416. E DRIVE AND SANFORD DRIVE. PER R.O.S. STEVEN R. NES 1012. 0 IA4 / A.P.N. #254- 252 -24 N0. 18416. Q L 4 I EXP. 9 -30 -17 DATE DATE / 2� �� PLANNING CASE NO: 15 -004 TPM CDP A.P.N. 254 - 252 -24 SHEET 1 OF 3 = 67.639' DATUM = NAVD88 REVIEWER I TOR LZT ENGINEER / \ \Cls \c \CLS SHARED FILES \CLS Job Files \CLS1156 GILMER (JASON) \CLS1156 HOPWOOD 7 -27 -16 v10.pro O zU Y� n z 0 0 O U GRAPHIC SCALE 1 " =10' 0 10 20 30 TOPOGRAPHY COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 760 - 230 -6025 DATE OF ORIGINAL SURVEY: SEPTEMBER 11, 2013. UPDATED MAY 1, 2014. ENCUMBRANCES: EASEMENTS AND ENCUMBRANCES DEPICTED HEREON ARE PER PRELIMINARY TITLE REPORTS PREPARED BY LAWYERS TITLE COMPANY DATED AUGUST 29, 2013 AS ORDER NO(S) 313382550 AND 313382551. 0 EXISTING 5' WATER LINE EASEMENT PER FILE NO. 201 3- 0266 261 APRIL 29, 2013 OF OFFICAL RECORDS. NOTES 1. EXISTING OVERHEAD UTILITY SERVICES TO BE UNDERGROUNDED 2. EXISTING FENCES WITHIN RIGHT OF WAY SHALL BE REMOVED. NO PRIVATE ENCROACHMENT ALLOWED WITHOUT PERMIT. 3. ROOF DRAINAGE SHALL DRAIN VIA DOWNSPOUT TO SWALES THAT DIRECT RUNOFF TO BIORETENTION AREAS. 4. MAINTAIN 1' MINIMUM VERTICAL SEPARATION BETWEEN SEWER LATERAL AND OTHER UTILITIES. 5. CONNECT SEWER SERVICE LATERALS TO LWD SEWER MAIN PER LWD STANDARD DRAWING S -17, S -18, S -25, AND S -32. 6. CONTRACTOR SHALL SUBMIT ALL PROCEDURES AND MATERIALS PERTAINING TO LATERAL WORK TO LWD FOR REVIEW AND APPROVAL PRIOR TO LATERAL INSTALLATION. 7. DRIVEWAY AND PAVERS TO BE PRIVATELY MAINTAINED w"D'►f'tslAx PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY; 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROIVED A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. MONUMENT PRESERVATION NOTE: THE FOLLOWING MONUMENTS SHALL BE PROTECTED IN PLACE AND REPLACED IF DESTROYED DURING CONSTRUCTION ACTIVITIES: 1O 2" IRON PIPE WITH DISC MARKED "LS 7959" O 3/4" IRON PIPE WITH DISC MARKED "LS 4368" 0 3/4" IRON PIPE WITH DISC MARKED "RCE 26175" 4O 3/4" IRON PIPE WITH DISC MARKED "LS 7959" 100 SF x 4" DEEP EX LWD SMH lEin=8 40 GRADING AND DRAINAGE PLAN RIM 1=84. IEin =84.05 00 IEout =84.00 EXISTING BUILDING } I_ IN I. I 4 its HATCHED BUILDING WALL I� I EX. FENCE TO BE REMOVED EXISTING 8" VCP PROPOSED CMU RETAINING REPRESENTS STEM WALL LWD SEWER MAIN 2 fL AND RELOCATED OR REBUILT I A �h WALL PER SDRSD C -1 OR FOOTING SEE DETAIL B �.� EQUIVALENT EXISTING 8" PVC` ' N15.44'O8 "W 55.24' WATER MAIN TW®EX =88.0 0 TW@EX =88.50 ' N74'15 32 E 5.00 BW®FS -87.78 STA:1 +10.58 0 BW®FS =86.K3 _ 1 0 BEGIN TYPE E BERM 1 w ®. aca, FL =86.47 - IIII 1 FS =$63 1 P m Ln Cn FS =86.43 cag TW®FS =88.00 - - - - -- 4" HIGH TYPE E BERM m co / FS =86.43 I 1 BW®EX =88.00 PER SDRSD G 4 E 0 FS 86.33 TF =87.00 s It 2 %% FS =86.33 TF =87.00 o STA 1+7116.00 i 2 IE i6 , ?3 2" GRIND AND OVERLAY 12' FEET WIDE TO C/L JASON STRE UPGRADE EX. WATER SERVICE DISTRICT TO UPGRADE TO DU METERS AND INSTALL 1" INCF WATER LATERAL PER WAS WS AT OWNERS EXPENSE \ END TYPE E IIERMt- FL =84.80 I LATERAL (PARCEL 1) PER LWD S-11,25,32 25' LONG x 8� WIDE PERVIOUS PARKING w PROPOSED WATER SERVICE DISTRICT TO INSTALL 1" IN WATER LATERAL PER WAS AT OWNERS EXP SE ( STA:1 + 94.5®- IE =73.90 I PROPOSED SEWE LATERAL (PARCEL 2) PER LWD S- 117,25,32 8TA:1 +95.58- EXISTING 8" VCP LWD SEWER MAIN EXISTING 8" PVC WATER MAIN 1 BE 2" 3" HARDWOOD MULCH i('fI li 117 I 1 III I 1 I` 1T, 1 24" MIN. ENGINEERED SOIL* 2 "- 3/8" GRAVEL "' : i "r : • i • iy 'w ' * % 12" - 3/4" CRUSHED ROCK ** BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL * *3 4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO INC EASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON ENCINITIAS STORMWATER MANUAL CALULATIONS, TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. PROPOSED IMPERVIOUS SURFACE= 2,433 sf REQUIRED BIORETEN11ON AREA = 2,433 sf x 4% = 98 sf PROPOSED AREA = 100 sf BIORETENTION PLANTER AREA NOT TO SCALE COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET 1!a ENCINITAS, CA 92024 i.� PH (760) 230 -6025 1� FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED SE-WFa ? WATM LA'f$AAL UFW 9 - AS BUT. zT I N I`C \ LWD SMH -1050 =79.46 =71.18 jt =71.13 FL =85.70 TF =87.00 FS =86.40 FS =86.4$ A SEWER INSTALLATION NOTES FS =86.33 FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND TF =87.00 PARCEL 1 FS =86.33 © FS =86.40 FIRST TF =87:00 1 A FF =86.50 F S =86.33 ' 1 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL PAD =85.75 TF =87.00 BELGARD PERMEABLE PAVING STONE C> 1% F--- - - - - -- OVER 2" THICK NO.8 AGGREGATE OVER 4" THICK NO.57 AGGREGATE j CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, USED FOR INSERTING WYES INTO AN EXISTING SEWER. SEWER STANDARDS AND TO THE REQUIREMENTS OF THE 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, OVER 6" THICK - 3/4" CRUSHED FS =86.33 ' I TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR CONSTRUCTION (GREEN AND THE REGIONAL PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD 1 �. STANDARD DRAWINGS. MOST CURRENT EDITIONS. IN THE FS =86.33 1 / ! EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. I 25' TF =87.00 1 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY I 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, SETBACK ' REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES 0 MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE 2% FS =86.33 1 GARAGE DUCTILE EROAS M A536C GRADER65-45- 12L AND SHALL FS =86.13 TF =87.00 FF =86.50 CENTER STOP. PIPE ENDS SHALL BE THORUOGHLY CLEANED 25, 4 4. THE CONTRACTOR SHALL HAVE A COPY OF THE _ _ _ _ _ PA D=85.75 ' SETBACK( Fs -85.30 FL =85.20 FS =86.90 I I ON THE JOBSITE AT ALL TIMES. 85.75 86.50 FS =85.50 I 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS ®8� - 2 CARPORT i + FL= 86.30 I! ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AD8555 I f AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD 12' LONG x 8.5' WIDE " a ( ,(`F- -86.00 a 2 %, BIORETENTION BASIN . tx 12'x8 5'« ' �- SEE DETAIL THIS SHEET PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR FS_s46 L FS =85.$I .. 5 =86.30 to Go io r EXISTING / I j of BUILDING 7• APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE I t .12 q j \ I WCaJFJ= O'5.bU ' �J BW®EX= 82.95 EXISTING FIRE HYDRANT "g AND BOLLARDS PROTECT IN PLACE. TWOFS =85.00 `�WC0EX =83.60 PROPOSED CMU RETAINING WALL PER SDRSD C -1 OR EQUIVALENT "crt,9AcFIb1BA'f Arlp REMOVAl- hGteEMSP11'C ,R6G4VlWF9 0#4 aCoQEp II 2016 AS 1<I Le 14C. to fir 05.1102 o'n etor "GAR ®f. BUILDING WALL--_i BUILDING (DOORWAY) EXISTING TOP F00 EXISTING GRADE i TF =87.00 CONCRETE I VARIES : LANDING SECTION A NOT TO SCALE P/L SETBACK - RETAINING WALL PER SDRSD C -1 FL =86.25 NOT TO SCALE � HP =86.35 2% \ 25 + I + I I + I 5'1 ; I � I ; I I ; I ; I ; I II FL= ; I o ' ' I I I j/ j PARCEL 2 V � 5 ( PAD = 86.50' I \ I ✓ I I I A s I I i --CPROPOSED PAD I Fl 1_ / I I I I I I 1. i REMOVE 6O EXISTING �7yt i , GARAGE I - p) + At r f f 1 d r` fZJ`l r PROPOSED 16' WIDE ; FL -86.30 ++ _ +. � i t , +r I + r ++.+r 5 ,.. BELGARO PERVIOUS r ' II { .r?�,., AVE DRIVEWAY I 1 (() 4 i - 17' WIDE PRIVATE INGRESS AND - EGRESS AND UTILITY TW®FS =85.76 TWt0EX =86:21 EASEMENT FOR THE BENEFIT gW®EX =84.50 BW®EX =84..59 OF PARCEL 1 AND PARCEL 2. SEE DOCUMENT REC. AUG. 23, 2016 AS F/N 2016- 0435263 O.R. SITE PLAN SCALE: 1"=10' P/L 5 %I 8' 6' 2' F 12' I C/L EAST JASON STREET 1 50' 1 24'1 12'1 EX. EP 3 %__ DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW LEUCADIA WASTEWATER DISTRICT 3 PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT STREET SEWER INSTALLATION NOTES FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND THE APPLICANT, PRIVATE ENGINEER OF WORK, OR TW®FS =86.17 CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION _ 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND 1 I I OF ERRORS AND OMISSIONS DISCOVERED DURING OVER STATION OF PRIOR TO PAVING. j AFTER CONSTRUCTION. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL V x BELGARD PERMEABLE PAVING STONE f 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE OVER 2" THICK NO.8 AGGREGATE OVER 4" THICK NO.57 AGGREGATE j CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, USED FOR INSERTING WYES INTO AN EXISTING SEWER. SEWER STANDARDS AND TO THE REQUIREMENTS OF THE 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, OVER 6" THICK - 3/4" CRUSHED II STANDARD S C CA U STRAIGHT ORTRANSITION COUPLING SHALL BE USED WITH TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR CONSTRUCTION (GREEN AND THE REGIONAL PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD 1 �. STANDARD DRAWINGS. MOST CURRENT EDITIONS. IN THE VALVE / ! EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. I BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY �J 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, STREET ' REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES 0 MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE EXCEPTION. EP DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER DUCTILE EROAS M A536C GRADER65-45- 12L AND SHALL xWITHOUT 1 CENTER STOP. PIPE ENDS SHALL BE THORUOGHLY CLEANED 87.75 4 4. THE CONTRACTOR SHALL HAVE A COPY OF THE 24 24' REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO DOCUMENTS SPECIFIED IN SEWER NOTES 2 AND 3 ! ONE PLAIN END PIPE. THEN THE PIPE AND ADJOINING PIPES 86.80 "�(j I ON THE JOBSITE AT ALL TIMES. 85.75 86.50 3ACK I 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS 2 2 1 ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE 73.010 I! ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD I WITHOUT EXPENSE WHATSOEVER TO LWD. \ 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. io r EXISTING j of BUILDING 7• APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE �! A REPRESENTATION OF 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. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER I. o t ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD X20 INSPECTOR OR AS APPROVED BY DISTRICT ENGINEER. C:) , I I 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT I w ANGLES TO THE SEWER MAIN, UNLESS OTHERWISE "oD SHOWN AS APPROVED BY LWD ON THE PLANS. I N Lo 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. z x 12. A 10 -GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. 1i THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 1 1 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF 3 %__ DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW 3 PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT STREET - /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE LATERAL AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. TW®FS =86.17 EXISTING GRADE _ 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SEQ. BW®EX =84.90 SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR STATION OF PRIOR TO PAVING. LENGTH 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL V EXISTING BE MADE TO EXISTING WYES OR SHALL BE MADE BY BELGARD PERMEABLE PAVING STONE BUILDING INSTALLING NEW MANUFACTURED WYES. STANDARD BELL PAD AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE OVER 2" THICK NO.8 AGGREGATE OVER 4" THICK NO.57 AGGREGATE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, USED FOR INSERTING WYES INTO AN EXISTING SEWER. LATERAL 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, OVER 6" THICK - 3/4" CRUSHED UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE STRAIGHT ORTRANSITION COUPLING SHALL BE USED WITH TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR ELEV. PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD ELEV. SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, VALVE LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE P/L NO UNMANNED BYPASS SHALL BE ALLOWED. LATERAL 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, STREET REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL 0 MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE FT. EP DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER DUCTILE EROAS M A536C GRADER65-45- 12L AND SHALL REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO 1 CENTER STOP. PIPE ENDS SHALL BE THORUOGHLY CLEANED 1 +78.00 PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE 24 24' REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO 79.50 -77. ?YS ONE PLAIN END PIPE. THEN THE PIPE AND ADJOINING PIPES 86.80 "�(j SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING 85.75 86.50 SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN YES YES THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS 2 /} STREET - - - - SHALL BE MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. LATERAL PERMEABLE PAVER) :_.., GRIND AND OVERLAY EXISTING GRADE SEQ. DRIVEWAY STATION OF , -:' 6 "x16" PCC FLUSH CURB LENGTH 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES V 6 "x16" PCC FLUSH CURB BELGARD PERMEABLE PAVING STONE MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A PAD MH RIM OVER 2" THICK NO.8 AGGREGATE OVER 4" THICK NO.57 AGGREGATE ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, NO. LATERAL AT MAIN OVER 6" THICK - 3/4" CRUSHED ROCK STRAIGHT ORTRANSITION COUPLING SHALL BE USED WITH LATERAL ELEV. PL ELEV. GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH VALVE REMARKS THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE IE LATERAL SECTION - EAST JASON STREET COUPLING THE 0 PL TO IE FT. FT. DUCTILE EROAS M A536C GRADER65-45- 12L AND SHALL SEWER LATERAL TABLE STREET LATERAL DEPTH UPSTREAM SEQ. PARCEL STATION OF INVERT LENGTH ELEV GROUND BELOW PAD MH RIM BACKWATER NO. NO. LATERAL AT MAIN OF DROP TO AT PL LATERAL ELEV. PL ELEV. ELEV. VALVE REMARKS AT MAIN IE LATERAL MAIN IE SLOPE % AT PL PL TO IE FT. FT. REQ'D 1 1 1 +78.00 74673 24 24' 1.2 1.2 79.50 -77. ?YS -1 Q p ' 1 ®�0 86.80 "�(j 7.0 �j,c; 85.75 86.50 91.75 91.75 YES YES 2 2 1 +9ii.5O 73.010 DATE BENCHMARK ZO /7 2.5" CITY OF ENCINITAS BRASS DISC STAMPED L.S. 7322" LOCATED± 4.5 FEET WEST OF THE IN THE DRAINAGE BOX INLET AT THE NORTHER CORNER OF THE CITY OF ENCINITAS LEUCADIA PARK ON THE WEST SIDE OF RAINTREE DRIVE APPROXIMATELY 250 FEET NORTH OF THE INTE OF RAINTREE DRIVE AND SANFORD DRIVE. PER NO. 18416. Fl FVATlnN = A7. A3Q' DATI IM = NAVIIAA SCALE HORIZONTAL: 1" = 20' VERTICAL: .1" = 10' AS- BUILTS STEVEN R. N S DATE FA NOT TO SCALE umAnil I f C SCE a.: ENGINEERING DIVISION APPROVALS SRj PED UNDER TH E SUPERVISION OF RECOMMEN ED .1QO APPfjl�VE DATE: 9-26 -/6 /�' AA � /i�7 R.C.E. NO. 65124 MASIH MAHER GLENN PRUIM JONES lfl (20/ 1 fp EXP. 9 -30 -17 DATE DATE BE SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS P pFESSj N SHALL BE SBR PER ASM, D2000 MBA710, COMPOUNDED FOR P 0 WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. a �<v F 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS O ti N z VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR w No. 65124 m FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE Exp. 09/30/17 ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW s'T CIVIC- ��P AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS �� OF CALIF SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. GRADING PLAN FOR: 253 E. JASON ST. ii 12891-Lx ENCINITAS, CA 92024 A.P.N. #254- 252 -24 0 PLANNING CASE NO: 15 -004 TPM /CDP A.P.N. #254- 252 -24 rSHEET 2 OF 3 U i Q O EROSION CONTROL PLAN HYDROSEED NOTES *� 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER 1 \ EXISTING BUILDING �'r I I WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS I I I I SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 1 \ k 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF I I THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. X \ 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: N15'4 ' 8 "W 55624 \I A. SEED 2 IX SHALL CONSIST NO LESS AN, "E PER OFO ROSE CLOVER N74'15'32 5.00' ; 2. 20 LBS PER ACRE OF ZORRO FESCUE " � ::.... ;...::: �••'� . E I 3. 3 LBS PER ACRE OF E SC SCHOOL CIA CALIFO A RNIC �� N15'44 08 W 100.00 � 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA ' HYDROSEED SLOPE PROTECTION SEE 5. 3 LBS PER ACRE OF ALYSSUM (CARPE W T OF SNOW) ) I DETAILS THIS SHEET 6. 1 2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY :�•"'+•::..:.::;`.. I BE OMITTED ON LOCATIONS WHERE THE AREA BEING ...;Yi,:�::: :• .. ??:_ iri' / I I HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. _ HYDROSEED SLOPE ._ X I 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED \ \ i PROTECTION SEE ��\ X WITH A NITROGEN FIXING BACTERIA AND APPLIED \ 1 I DETAILS THIS SHEET I I DRY EITHER BY DRILLING OR BROADCASTING \ I I IE I BEFORE DYROSEEDING. \ I \ i I 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO I PARCEL 1 J THE JOBSITE IN UNOPENED ENED CONTAINERS WITH THE - X INSTALL SILT FENCE CALIFORNIA DEPARTMENT OF FOOD AND I \ 1 EXISTING BUILDING I AT PERIMETER SEE AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR \ 1 I DETAIL T HIS S HEET PRINTED ON SAID CONTAINERS. 0. • • 1 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED ;..,,; •::.. :::: :::: - - - - - - TO THE HYDROSEED SLURRY AT THE DISCRETION OF // THE CONTRACTOR. I PARCEL B. TYPE 1 MULCH APPLIED AT THE RATE OF NO .'• LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH \ I PROPOSED A MAY B S (STRAW) SUBSTITUTED, ALL OR PART, FOR \ ; .,: :::.......: ::::...• I I PAD= 87.00' HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN V ::•::::: '::i STRAW IS USED IT MUST BE ANCHORED TO THE df ; ;: :• GRA EL BAG CHECK SLOPE BY MECHANICALLY PUNCHING NO LESS THAN DAM SEE DETAILS l 50% OF THE STRAW INTO THE SOIL. THIS SHEET --- - - - - -� �� _ C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR S APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO 'DES LTING BASIN/ SEDIMENT TRAP, \ HYDROSEEDING BY: SEE11NOTE THIS SHEETI - ' A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR a GRAVEL BAG CHECK o A COMBINATION OF: ° DAM SEE DETAILS 1. TRACK WALKING SLOPES STEEPER THAN 6:1. \ THIS SHEET rn 2. RIPPING AREAS THAT WILL NOT BREAK UP USING - ' w ITEM 1 ABOVE. I B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR � _ m N PLANTING BY: D. W co - Lo 1. ADJUSTING THE SURFACE SOIL MOISTURE TO O PROVIDE A DAMP BUT NOT SATURATED SEED BED. ` 26 THE ADDITION OF SOIL AMENDMENTS, PH �.... _ Z ADJUSTMENT, LEACHING OR COVERING SALINE - SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 4 HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS g - GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR - - - - - - - AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. J J J JJ �� JJJ �JJ JJ�I� / x LEGEND J J p � g X e� -� X X- LLLLLLLLL CONSTRUCTION ENTRANCE LLLLLLLLL . . � I _.. X X X O \ \ ______ == ) - - - -_- X - - - - SILT FENCE X X \ _ - - -- -I- ---------------- -- - - -_._. .._.- - - - INSTALL SILT FENCE - --- - - -_ .. ............... .... HYDROSEED SLOPE PROTECTION l - __ I� _ _ CONSTRUCTION ENTRANCE \� AT PERIMETER SEE ' - DETAIL THIS SHEET / - SEE DETAIL THIS SHEET NOTE: EROSION CONTROL CONSTRUCT SEDIMENT BARRIER AND EMERGENCY WORK Iq REQUIRED, CONTACT 1 I(,�LI RUNOFF TO SEDIMENT DESILTING BASIN NOTE: TRAPPING DEVICE ES BIORETENTION BASINS SHALL BE EXCAVATED AND USED A 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AS DESILTING BASINS DURING CONSTRUCTION. THE SILT AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL SHALL BE COMPLETELY REMOVED AND THE BIORETENTION °• • NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ° ° CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. 1. SET POSTS AND EXCAVATE A 2. iSTAPLE WIRE FENCING TO ° • 4 • Q • TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 4 BY 4 IN (10 BY 10 CM) POSTS. W ° ° $ ° ° ° WIDTH AS REQUIRED TRENCH UPSLOPE FROM AND ITHE ti • • e ° ° a TO ACCOMODATE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ALONG THE LINE OF POSTS. � ° °• ° ANTICIPATED TRAFFIC WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. °° • °• ° ° 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES •d° • ° ° ° •a ° TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ° AFTER EACH RUN OFF PRODUCING RAINFALL. !� 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL -5' RADIUS MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 20 ' MINIMUM 4 IN (10 CM) 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE - COARSE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AGGREGATE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE GRAPHIC SCALE 1 " =10' THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. FILTER FABRIC 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED INTO THE TRENCH. GRADING PLAN SHALL BE INCORPORATED HEREON. ORIGINAL ° GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 0 10 20 30 (( I II I II i IhI I ° •d ° ° FFROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK A FILTER FABRIC - RUNOFF TWO LAYERS OF GRAVEL BAGS III' WITH ENDS OVERLAPPED WIRE _ QPOFESSIpy p R • q� 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN GAP BETWEEN BAGS 1' MIN., UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER �Q� J�� vO,G F2 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ACTS AS SPILLWAY SECTION A -A 'J' cD No. 65124 r" 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE COASTAL LAND SOLUTIONS, INC. m Exp. 09/30/17 zM EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR 577 SECOND STREET DETAIL SILT I,�'ENCE DETAIL GRAVEL BAGS CONSTRUCTION ENTRANCE � � TO NOVEMBER 15, THE SLOPES SHALL WITH PUNCHED STRAW INSTALLED IN ACCORDAA STABILIZED WITH SECTION 35.023 ENCINITAS, CA 92024 kT CIVI\ P OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE PH (760) 230 -6025 NT NTS NTS 4 OF CALIFORNIA DEPARTMENT OF CONSERVATION. OF CA`�FOQ FAX (760) 230 -6026 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ASBUILT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. pR1 OW EtLSN!p k Inn9_ M. 1G1 _ 121111f� �5 OF ENCINITAS BRASS CURB IN THE DRAINAGE BOX INLET AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS HORIZONTAL: 1" = 20' PLANS PLANS PR ARED UNDER THE SUPERVISION OF DATE: i'/7 RECOMMENDED �C�10 APP ZV M - /I/(, / GRADgING PLAN FOR: 25J E. JASON ST. 12891-G __ - - - -_ _ __ _ - _ _ _- -_ PARK ON THE WEST SIDE OF RAINTREE DRIVE APPROXIMATELY 250 NORTH PER OFPRAINITR E No. 18416. R.O.S. N VERTICAL: 1" = 10' _ _ . _ - 2 -L8 _ -- STEVEN R. NES DATE - - - -- STEVEN R. J ES ®/6 - R.C.E. N0. 65124- - ccc = - - - -- / - - MASIH MAHER GLEN PIjM _L0�2o /1_6 a Lq / -- - ENCINITAS, CA 92024 A P.N. #254- 252 -24 ELEVATION = 67.639' DATUM = NAVD88 LM -I -1 EXP. 9 -30 -15 - - _ DATE D TE PLANNING CASE NO: 15 -004 TPM /CDP A.P.N. #254- 252 -24 REVIEWER IN /)- %&N19R ENGINEER SHEET 3 OF 3 i Q O