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2016-12846 SG (Plans)M b b F 0 b 8 N RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED " LQILS_REPORT" PREPARED BYGEQSQILS, INC. DATED _�1�15 AND UPDATE DATED NIA , PROJECT# W.O._ - 5983 A -SC SHALL BE CONSIDERED AS A PART OF THISGRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE 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. 12846 -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 COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH 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 JAMES O'DONNEL AT (760 - -) - 745 -2001 . 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 1S 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. d. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION. OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURFAANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. ` 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACIUTY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,- THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS, 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER, CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL .PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT, BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM .CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, - INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. TELEPHONE - SBC BELL (760)- 489 -3411 E. CABLE TV COX COMMUNICATIONS - (760)-806-9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760633- 2770.. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5.058 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 6,210 SQFT INCREASE IN IMPERVIOUS AREA: 1.152 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT of EARTHWORK DATA �h�l STEEPEST EXISTING NATURAL SLOPE ON -SITE = 14' H : 23' V yl MAXIMUM VERTICAL DEPTH OF CUT = 4' MAXIMUM VERTICAL DEPTH OF FILL = - CUT = 500 C.Y. FILL = 0' C.Y. EXPORT = 500 C.Y. IMPORT =---T C.Y. REMEDIAL = 0 C.Y. REMOVAL AND RECOMPACTION UNDER R AND �OUTSID OF BUILDING AREAS) �olESSioN : FIELD OPERATIONS PLANNING AND BUILDING IMPROVEMENTS PROPERTY BOUNDARY EXISTING CONTOURS PROPOSED CONTOURS PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS FLOW ARROWS CONCRETE DRIVEWAY CONCRETE HARDSCAPE RETAINING WALL (SEGMENTAL) RETAINING WALL DRAIN (4" PERFORATED PVC) OWNER LEGEND STD. DWG. 7" P.C.C. (4 ") G -7 (SDRSD) HEREON JAMES O'DONNELL 637 SPARTA DRIVE, ENCINITAS, CA. 92024 760 - 745 -2001 SITE ADDRESS 637 SPARTA DRIVE, ENCINITAS, CA. 92024 APN: 254-400-17 LEGAL DESCRITPION PORTION OF LOT 2, BLOCK "G" OF SOUTH COAST PARK ANNEX PER MAP NO. 1788 APN: 254 - 400 -17 SYMBOL x---145 - FS 1�F5 -SD-SD gg lip QUANTITY 415 S.F. 55 S.F. 270 S.F. 125 L.F. co LEUCADIA BLVD SITE c '0 r '^ z n mm ENCINITAS BLVD 2 s SANTA FE DR. ip 2 OWNER'S CERTIFICATE 9� ( 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 VICINITY MAP COMPACTION AND STABILITY OF THE SITE. N.T.S. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: i4ilz__A DATE: V JAMES O'DONNEL, OWNER SOILS ENGINEER'S CERTIFICATE I, DAVID W. SKELLY, 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 SEPTEMBER 15 2015 AND FOR AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INC9,9FORATED IN IE G AIDING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: 47857 4%+ `.�� EXP. DATE: 12/31 19 � ,' A 47:35557 I+kH JOB #: W.O. 5983 -A -SC „ COMPANY GEOSOILS. INC. ADDRESS 5741 PALMER WAY, CARLSBAD CAS VIL�4 PHONE (760) 438 -3155 fly' STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK 'PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: - DATE: DANNY ABADA SPEAR & ASSOCIATES BMP PROJECT STATUS 475 PRODUCTION STREET, SAN MARCOS, CA. 92078 (760) 736 -2040 STANDARD PLANS PREPARED BY: SPEAR 8z ASSOCIATES, INC. CIVIL ENGINEERING & LAND SURVEYING 475 PRODUCTION STREET, SAN MARCOS, CA 92078 PHONE (760) 736 -2040 FAX (760) 736 -4866 WWW.SPEARINC.NET PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT z w No. 45381 m % ' Tq civl� 1 1l l b It- ��•�l4 ! �V / 7 / % -/9 -/4 11 l OF CpL \F�� SIG DATE N DATE GN DATE SIGN DATE SIGN �11�DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ESIGNED BY: DRAWN BY: I CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. JRZ LAJ D.A. uu. CL -I DESCRIPTION: B.M. NO. 1005 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE •SOAI APPROVED- GRADING PLAN FOR: LOCATION: 20' OFFSET TO THE CENTER OF THE 637 SPARTA DRIVE HORIZONTAL: AS NOTED �L %l3 //g DATE �� �N �� ��' �dNt i� JAMES O DONNELL 12846 -SG CUL -DE -SAC AT THE N.E. END OF ARBOR COURT. -� y � RECORD FROM: ROS 18416 VERTICAL: AS NOTED DANN ABADA DATE MASIH MAHER E9yA4W W. DFAMS Q ELEVATION: 174.39 R.C.E. NO.: 45381 ^� DATUM: NAVD88 ?iY IE t• •I DANN ABADA ► i n / 1 • Z 3 ' % APN 254-400-17 REVIEWER CTORI C_rri ENGINEER EXP. 9 -30 -18 DATE DATE SHEET 1 OF 3 00 I� O cQ m d Z�coo � d o OTC° C/1 z/2 dcf) O_ d H � W U o a Q ul O Q � � � � o w w z � z w Q n- 1 1 � i 1 I 1 � 1 i 1 11 1 1 i i 1 j < N ' ( I I 1 li 11 1 s ' SMH 1 1 1 1 "X �11 m 1 "r� 1 11 �I 1 m � � 1 1 � 1 r v 1 G N f� G G �rn NiV 1 I � 1 U' VVV I 1 1 �1 1 11 1 �I x T4 11 •� IN 1 � I 1� �1 0 m o � v I � 1 ~ 11 't I L x x x —x x —x — �- �. - _X _x —x —x —x —x —x —* x — - - -- - x —x x —x —x x A \ \ X CHAIN LINK FE CE \ —x 1 u n u u u F n NO •45'02 "E 200.61' - - - - -- - ----- - - - --- - -° -- °- --- -- --�\ - -- -- -- -- -- a \�.`' - ii --- ?- --- --- ------ -- --- -- �,� --- --- �- �__- .-- '— ��T--- --- -- --- --- 135.75 \\ \ate\ NV. SCE Q 1 s s s s s s = " S A ' RETAINING DRAIN - 1,4.70 SD= SSD�SD S71 14500 4o INV. .. ROOF DRAINAGE, TO BE DIRECTED A TO BIORETENTION BASIN r EXISTING 48" TREE �y ak (PROTECT IN PLACE) �, F ,4 "� _ 78' o 49. 0 _ P OPOSED Gt�R�GE . • 11 ' ri I � 22 Jo' \ o RETAINING WALL`•., 11 P ELEVATION - 1136.70 , DRAIN OUTLET % g ` j j _ F,_ SITED FLOOR a' 137.Y5 RETAINING WALL DRAIN SIE OND FLOOR - 147:45 i FL - DECKING i - � 4.0' SE TAL RETAINING WALL EXISTING GARAGE °• �2 3.5' FENCE ¢ �'� 25.75 1 ! '. I - 7.00 veotG nu I 136.90 1NOnC 68LE LSP�RA .._� - - - - - - - - - - - - cp — v t EX. CATCH BASIN _ _ 132.35 X38.25 Q 137.78 1 (133.16 m' a 1 BIORETENTI N BASIN INV FS �, 13700 FS INV o �! A 1 , FL NOTE: I-lz= , 5 45' FS PERMANENT POST CONSTRUCTION BMP AREA; � o EX. A.C. DRNEWAY �y v 6'X8 48 S UARE FOOT i � 1 NOT TO BE MODIFIED WITHOUT CITY PERMIT `��` - -- EX. A.C. DRIVEWAY - -- - _ 00.45 02 I 188'.45'----- - - - - -� -- - - - - °- * - - -- cp v c� CONSTRUCTION NOTES Fm O EXIST. WOODEN FENCE TO BE RETENTION AREA SHALL BE DEEP ROOTED, DENSE, DROUGHT REMOVED LEVEL AND DEPRESSED A TOLERANT PLANTING SUITABLE 2 EXIST. TREE TO BE REMOVED MINIMUM OF 6" FROM THE f FOR WELL DRAINED SOIL COBBLE ENERGY a O 5 0 5 10 15 SURROUNDING GRADE 2 -3" HARDWOOD MULCH DISSIPATER a O3 .EXISTING 3/4" DOMESTIC WATER METER I Ir r 'rUiQF APPROVED I-� Fo, 40e GRATE INLET M ® INSTALL EARThEN SWALE Wl VEGEfAflON AND AESNF0RCEM6Afr SCALE: 1 " = 5' o O INSTALL 6" PVC PERFORATED _ v FS= 13545' OQROIESS /ONgq F y UN AIN. © INSTALL 6" PVC TEE WITH 6" I —III I —I i III —I III —III PVC VERTICAL RISER TO FINISHED w SURFACE. INSTALL 6" DIA. CATCH A BASIN WITH ATRIUM GRATE. H INSTALL 6" PVC SOLID STORM I III —III 111 -111 III —III DRAIN 00.50% MIN (TYP). ® PROPOSED 25 S.F. RIP RAP PER D -40, T =1.0' THICK #3 M BACKING, TYPE 2 OVER GEOTEXTILE FILTER BLANKET. a w g0 UPGRADE TO DUAL WATER METER FOR FIRE SPRINKLER SERVICE BY THE DISTRICT AT OWNERS EXPENSE. P � 10 4" DIA. PERFORATED PVC WITH GRAVEL BACK FILL PER CITY REQUIREMENTS 1 �. N 11 CONSTRUCT RETAINING WALL PER SDRSD C -6. ��m INSTALL N0A1N A� . � 2 •' GREEN GSSO •TURF 1Q RE —ROUTE EXISTING SEWER LINE AS PERMANENT flmv'9OQLhMFNfOR EQURL LOCATION. E,ARTNEh1 SWALE 13 ROOF DRAINS TO DRAIN TO BIORETENTION BASIN. N � P /CAL DETAIL NOT-TO-SCALE CHANGE NO. DESCRIPTION N � 2:1 SLOPE 12" 4" THICK 3" CONCRETE SWALE RE- ROUTED EXISTING GARAGE F. F 1 SEWER TO SEWER PERMANENT LOCATION. PERFORATED UNDERDRA /N DETAIL "A" TYPICAL DETAIL NOT -TO -SCALE APPROVED DATE BENCHMARK SCALE CLM 2 DESCRIP11ON: B.M. NO. 1005 LOCATION: 20' OFFSET TO THE CENTER OF THE HORIZONTAL: AS NOTED CUL -DE -SAC AT THE N.E. END OF ARBOR COURT. RECORD FROM: ROS 18416 VERTICAL: AS NOTED ELEVATION: 174.39 DATUM: NAVD88 24" MIN. ENGINEERED SOIL -III III —III —III I —I $ -J2" I —III I —I i III —I III —III - a q�9 ;l PLANS PREPARED BY: *SEE NOTE BELOW `" I III —III 111 -111 III —III PVC III III —III III III —III III =III = w No. 45381 m = SPEAR & ASSOCIATES, INC. = III III III —III III —III III I PIPE I —III I —III III —III III —III A CIVIL ENGINEERING & LAND SURVEYING 2 -3" OF 3/8" GRAVEL -I III ( III -III 11-1 I I III — I I III - III = =III -II I =1 RISER III III — III - III - III — -III 1=111=111=11H-911 11 III -III _ 1, 475 PRODUCTION STREET, SAN MARCOS, CA 92078 = -III KEYSTONE CAP UNIT CAP UNIT SECURED WITH PHONE (760) 736 -2040 FAX (760) 736 -4866 I I I KAPSEAL ADHESIVE OR EQUAL qTF W NW.SPEARINC.NET I II 11111111 III of CAV Fp�� 2 -3" COVER OVER PIPE' KEYSTONE COMPAC It UNIT _ TOP 2 COURSES O CO 314" CRUSHED ROCK - a a a a a o a 12" MIN. SEE 18" STANDARD UNITS = U l 14 .1 AWED SOI NOTE 4.3' a BELOW ALTERNATING 1 MAX X115 120 cf , F 1 - PIN ALIGNMENT 161 _ - 4" PERFORATED PVC PIPE - " _ UNIT DRAINAGE FILL EXTENDS TO TIE 4 -6" PVC PIPE TO 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN PIPE INSERTED O PLACE PIPE WITH PERFORATIONS TIE 4" PERFORATED PVC FILTER FABRIC BEHIND BLOCK FOR INTO CHR/STYS DRA /N -EEZ (TC- DE4100), FILTER SOCK, ENCASED STORMDRA /N SYSTEM AT THE INVERT PIPE INTO RISER ENT /RE LENGTH &HEIGHT OF WALL *BIORETENTION "ENGINEERED SOIL "LAYER SHALL BE MIN /MUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5l CLAY CONTENT THE M/X SHALL (314" CRUSHED ROCK OR STONE) _ IN -1 "CRUSHED ROCK BEHIND BLOCK. LOCATE DRAINS AS Q 5C OUNDAT[ON SO LOW AS POSSIBLE BUT OUTLET PIPES MUST BE ALLOWED TO CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -309 TOPSOIL. Gz, 300 DAYLIGHT (UNLESS CONNECTING TO A STORM DRAIN SYSTEM, �3 115-1-20 cf SUPPLIED AND CONNECTED BY OTHERS). O * *314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. = lT a 1" MINUS CRUSHED STONE LEVELING d v o THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CITY OF ENCINITAS BMP DESIGN MANUAL CALCULATIONS PAD 6" M/N /MUM THICKNESS W � = BIORETENTION DETAIL SEGMENTED RETAINING WALL FOR BACK OF GARAGE AND AROUND TREE Q PER CITY OF ENCINITAS STANDARD DRAWINGS CLAY SOILS 18" STANDARD UNITS - ALTERNATING PINS FOR NOT-TO-SCALE CLA LEVEL ABOVE - LEVEL BELOW p NOT -TO -SCALE w DESIGNED BY: DRAWN BY: CHECKED BY: AS -BUILT JNL I LAJ D.A. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP OVE GRADING PLAN FOR: z d al k, SPARTA DRIVE . . 0/54 DATE : L�VyI AA-AA 1— JAMES O'DONNELL 12846 -SG ° DATE MASIH MAHER LOUMlC W.OfANE IL w w z R.C.E. NO.: 45381 (1(0/f7 / L3 /7 APN 254-400 -17 z z ECTOR C ry ENGINEER DANNY ADA EXP. 9 -30 -18 DATE DATE SHEET 2 OF 3 w Q 1 11 'I sl I 1 II I I I N 1 I II I ' I 1/1'V I 1 i 1 I I N 11 i � III I ' 1 I I i I 1 I I 1 11 1 � I I SMH 1 I ' III 1 ' I 1 j � 1I� Im 1 I I� 1 I 1 j I i i I Q 1 � m A � 1 1 � 1 r v I c N � i G � m I F a m m a A 0 2 In CHANGE N0. N � 'deli U U bVV STORM WATER POLLUTION PREVENTION PLAN I, , TEMPORARY CONSTRUCTION BMP LEGEND STABILIZED CONSTRUCT /ON ENTRANCE ( ) WASTE MANAGEMENT CASQA CASQA SANITARY/ SEPTIC W ORTABLf TOIL —x —x x —x x —x x —x — — MATERIAL DELIVERY AND STORAGE AREA MAINTENANCE E AND EQUIPMENT x x —x —x —x x — — � sk"� �� --� CASQA CASQA VEHICLE STORAG —x — 3Se -- NS -10 x —x —x x —x SOLID WASTE MANAGEMENT (TRASH CASQA DUMPSTER) SC -7 STREET SWEEPING & VACUMING -- -- -- - - -� -- -- -- - —\7 - - - -- ---- - - - -- + + } 4 + + + + + + # + # + 4 # # N00 "45'02 "E 200.61' ----- -__ - -- + + « + r 4 ++++++ + + + ++++++ + +++++++++ +.�+�� + + # + + e + + + + + + + + + +77, + + + + + FIBER ROLLS PER CASQA SC -5 r + + « + + + + + + + + + + + + + + + + + #V+ + + +\ + # + # + + + + + + + + + + 1+ + + + + + +,+ + + + + + + + + ➢ _ _ -- . -_ _ -- - CASQA' I + ++ + ++ + + + # + + + } } + + + + + + + + + + ++ ++ + ++ « + + + « + + + ++ +C4 -it+ + + + + # } + 4 + + + + + + +,+ + + + + + + CONCRETE WASHOUT WASTE + + + + + + + +4 4 + + + + + + + + + « + + # +�S ++ + } ±+ 4 + + ++ `.i i ++ WM -8 MANAGEMENT GRAVELBAGSPERSE -6 4 # + + # 4 # } # # # + + + + + + + + + + # +S F +.+ - TT�iS� -"+ $rte -+++. + + 47 + + + + + �+ + + + + + + + + + + + + �+ + + + + + i+ + + # # + + + + + + + + + + + + + + + + + + + + + + + + + + f + + i + + + +. + +/�i Q04 +r/}F +7+ ++ + + + + +ii +ili + + + + + ++ + + + + + +++ + + # ++ + +. i +i + ++ i, + #+ + +'Mf14'+ +141 + /1 + + + + + i +�, + + + + + + i + + + + + + + + + + + 4 4 # « # # + r 4 + 4 4 +1 + + + + + + + + + { + + + + + + + + + { # + + + + + + + # # # # # + + + + + + # + # + ++ + + +1 + + + + + + + ++ + t + + SD= — +s+�_ + + + + + + + + + + + + + i + + + + + + + + + + + = + i + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + « + + + + + + + + + + + + d + + + + + + + + + + + + + - - -�s sco +++++++++++++\++++++++++++'l4 _ -- Y VIII, 111111' IIIII� I` y + + + + \ X I N I I� I� I� £1� 1 �1 I DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS 1, 1, 1 I 1 1 1, 11 ' 1 RECOMMENDED: APPR VED- ✓I/1 • AA MAST / I 0/1A R EDWA I G3 �%E A DATE DATE 1 I 1 1 I` 1t 1 1 i I I 1 ' 1 ECTOR 1 '1 1 DESCRIPTION �I 11 FIBER CASOA GRAVEL BAGS PE CASQA SE -6 Fill 00 k 49.78 10.00 p P OPOSED G GE 1 ( 1 22.10' r 11 11 1 � r 1 -- �0 X5.75' 7 � � ' 16.00, 1 � { 25.00 SET CK RONT YARD _ r C WATF� " `G �+ + + + + + + + } +�" Y + + ++ _ CASQA CASQA �i WM 1 + \- - - WM -5 -w \. # + # ++++ KI CA SQA +. + + \ + + + + + + + + + + + + Wm-8 + +' +- ' GRAVEL BAGS PER ��PER CASQA C 7 v +� + �' 13b.44 + +++++++ '{ Y ' CASQA SE -6 SLOPE STA Y + + + ++ + + ++ 1 E (133.16 ( ) �I (137.78) - - - -- m �i 1 FIBER ROLLS PtR i FS ,/ FS FS o �' CASQA SC -5 ! IBER ROLLS iPER q j IC SQA SC 5 ° b I 1 _� —�_ 'i� -+� —_- •.r0_45'02'� - - - +— 18 .45' ch 1, 1 V i r i �1 lrjl 5 0 5 10 15 PLANS PREPARED BY: oQROFESS /pNq` SPEAR 8z ASSOCIATES, INC. ^ CIVIL ENGINEERING & LAND SURVEYING 9 z ,SCALE; l = 5 � 475 PRODUCTION STREET, SAN MARCOS, CA 92078 w No. 45381 m APPROVED DATE BENCHMARK SCALE (.m 2 -14-1 11 DESCRIPTION: B.M. NO. 1005 LOCATION: 20' OFFSET TO THE CENTER OF THE HORIZONTAL: AS NOTED CUL -DE -SAC AT THE N.E. END OF ARBOR COURT. RECORD FROM: ROS 18416 VERTICAL: AS NOTED ELEVATION: 174.39 DATUM: NAVD88 PHONE (760) 736 -2040 FAX (760) 736 -4866 WWW.SPEARINC.NETT9T CIVIC �� 1��0�� F OF CA0 AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS JRZ LAJ D.A. Z�'S�8 PLANS PREPARED UNDER SUPERVISION OF DATE : f 1y 10 R.C.E. NO.: 45381 DAVY ABADA EXP. 9 -30 -18 RECOMMENDED: APPR VED- ✓I/1 • AA MAST / I 0/1A R EDWA I G3 �%E A DATE DATE DATE 1t z � z ECTOR GtT ENGINEER SHEET 3OF3 PUBLIC TRAVELLED ROADWAY EXISTING GRDUN i 14'MIN, F'UBLIU IKHVLLLLII ROADWAY 20' PAD PLAN 20' RAD.1 \ PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELLED ROADWAY STABILIZED CONSTRUCTION ENTRANCE NO SCALE PER TC -1 OF THE CAL TRANS BMP HANDBOOK RI EVERY \ 3' TO 4' ADJACENT ROLLS SHALL TIGHTLY ABUT EACH OTHER NOTE: 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3 " -5" (75- 125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. FIBER ROLL DETAIL NO SCALE PER SC -5 OF THE CAL TRANS BMP HANDBOOK GRAVEL BAGS OVERLAP GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS .SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAGS NO SCALE FOR ADDITIONAL INFO SEE SE -6 OF THE CASQA BMP HANDBOOK CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ISION CONTROL PLAN FOR: 637 SPARTA DRIVE JAMES O'DONNELL APN 254 - 400 -17 0 0 Ec U � � � O U� O C/D O c� a w � DRAWING NO. Q � 12846 -SG 12.-�j ° w z � z \Q °= SHEET 3OF3