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2012-11249 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTYLINE 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 "UPDATED GEOTECHNICAL EVALUATION WAIL-MART STORE NO. 5886 1550 LEUCADIA BOULEVARD ENCINITAS, CA" PREPARED BY NINYO & MOORE DATED JULY 7, 2010, PROJECT #106687001 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 BYA 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 11249 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL 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 INCHE S AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CO NT RAC T ORS 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. ON. THE SLOPES OR EXCAVATION AND E MBANKM ENT S S HALL 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 CITYS 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 MIKE HOMAN AT (479) 903 -5633, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40916). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMINATER 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 THE APPROVED BMP /IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE /MP/BMP. 6. ALL STORMWATER IMPBMP 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 T. THE ENCLOSURE SHALL BE ELF CONTAINED R MAY HAVE A DRAIN THAT OUT. S CO 0 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. BARCELONA SITE 0 J J Q Q U Ue--r�- -rte- -„ LEUCADIA BLVD OLIVENHAIN RD Uj w VICINITY MAP N.T.S. 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 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 VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. 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. 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 - LWD - (760) - 753 -0155 B. GAS & ELECTRIC - SDGE - (760)-438 -6200 C. WATER - OMWD - (760)-753-6466 D. TELEPHONE - SBC BELL - (760}489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SHEETINDEX SHEET 1 2 3 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 457,550 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 457,550SQFT INCREASE IN IMPERVIOUS AREA: 0_SQFT IMPERVIOUS AREA REPLACED: 13,314 SQFT DESCRIPTION TITLE SHEET GRADING PLAN EROSION CONTROL PLAN OWNER ENCSMITAS '"OWN ClMTC-A ASSaGZAT&'S Mt, LL(-. AAAUAGED 13Y: ZItP ENLLVZTAS m,ZwL1L. L"EASEO To. WALYWAiLf, ZNL. SITE ADDRESS 1550 LEUCADIA BLVD, ENCINITAS, CA APN: 257 - 500-47 LEGAL DESCRIPTION THOSE PORTIONS OF LOTS 2, 3, 5, 6, 7,8 AND 9 OF AMENDED MAP OF ENCINITAS MAP NO. 13258, CITY OF ENCINITAS TRACT NO. 94 -066, UNITS 1, 11 AND III, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 13333, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 3, 1996, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF SAID LOT 5; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 5, SAID LINE ALSO BEING THE NORTHERLY RIGHT OF WAY LINE OF LEUCADIA BOULEVARD AS SHOWN ON SAID MAP NO. 13333, NORTH 70° 57'16- WEST 15.00 FEET, THENCE LEAVING SAID SOUTHERLY LINE ALONG A LINE PARALLEL WITH AND 15.00 FEET NORTHWESTERLY OF THE EASTERLY LINE OF SAID LOT 5, NORTH 19° 02'44 "EAST 269.86 FEET; THENCE NORTH 81 "28'08 " WEST 41.32 FEET, THENCE SOUTH 19° 02'44" WEST 27.86 FEET; THENCE NORTH 70" 57' 16" WEST 73.58; THENCE SOUTH 88" 18'24 " WEST 159.50 FEET, THENCE SOUTH 1 ° 41' 36" EAST 48.00 FEET, THENCE SOUTH 88" 18'24 - WEST 39.00 FEET,, THENCE SOUTH 67" 14'56- WEST 95.98 FEET, THENCE SOUTH 190 02'44" WEST 55.32 FEET TO THE SOUTHERLY LINE OF SAID LOT 7, SAID LINE ALSO BEING THE NORTHERLY RIGHT OF WAY LINE OF SAID LEUCADIA BOULEVARD; THENCE ALONG SAID RIGHT OF WAY LINE NORTH 70° 57'16" WEST 105.96 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1456.00 FEET,, THENCE WESTERLY 258.45 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10" 10' 14 ",- THENCE NORTH 810 07' 30" WEST 28.70 FEET TO THE BEGINNING OF CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 30.00 FEET,, THENCE NORTHWESTERLY 4 7. 10 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 890 57'07"* THENCE NORTH 8" 49' 37" EAST 19.03 FEET; THENCE NORTH 81 " 10'23" WEST 106.00 FEET TO THE WESTERLY RIGHT OF WAY LINE OF GARDEN VIEW ROAD AS SHOWN ON SAID MAP NO. 13333, THENCE ALONG SAID RIGHT OF WAY LINE NORTH 8" 49'37" EAST 87.22 FEET TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 500.00 FEET, THENCE NORTHERLY 91.81 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10" 31'13"1- THENCE NORTH 10 41' 36" WEST 214.70 FEET TO THE NORTHWEST CORNER OF SAID LOT 9; THENCE ALONG THE NORTH LINE OF SAID LOT 9 NORTH 880 18' 24 "EAST 84.00 FEET,, THENCE SOUTH 10 41' 36" EAST 50.00 FEET,, THENCE NORTH 880 18'24" EAST 964.32 FEET THENCE SOUTH 1 ° 41,36- EAST 212.99 FEET- THENCE SOUTH 3" 55'48- EAST 42.78 FEET,' THENCE SOUTH 19" 02'44- WEST 175.96 FEET THENCE SOUTH 1-02,37- WEST 37.21 FEET, THENCE SOUTH 190 02'44" WEST 197.48 FEET TO THE BEGINNING OFA CURVE CONCAVE EASTERLY HAVING A RADIUS OF 25.00 FEET, • THENCE SOUTHERLYAND EASTERLY 16.09 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36" 52' 12" TO THE SOUTHERLY LINE OF SAID LOT 3, SAID LINE ALSO THE NORTHERLY RIGHT OF WAY LINE OF LEUCADIA BOULEVARD AS SHOWN ON SAID MAP NO. 13333; THENCE NON - TANGENT FROM SAID CURVE ALONG SAID RIGHT OF WAY LINE NORTH 70'57'16" WEST 31.50 FEET,• THENCE SOUTH 19" 02'44" WEST 12.00 FEET TO THE POINT OF BEGINNING. SAID PROPERTY BEING DESCRIBED AS PARCEL 61N A CERTIFICATE OF COMPLIANCE RECORDED ON FEBRUARY 5, 2002 AS INSTRUMENT NO. 2002-0099116 OF OFFICIAL RECORDS OF SAID SAN DIEGO COUNTY. 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 ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE: DATE: BRETTM.FO ,GO- PftBSi0llNf ZRP Gi.111CtAmms ix,L.LG SOILS ENGINEERS CERTIFICATE I, Ta rt,/ C K.,J 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 ® AND FOR AN UPDATE ON 5 jj 2, . 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: �� /t® , Y t° RCE NO.: w:61''13 EXP. DATE: JOB #: 106687001 NINYO & MOORE 5710 RUFFIN ROAD SAN DIEGO, CA 92123 858.576.9600 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 0 PLAN HE K R REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS C C 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. QRpFESS9% SIGNATURE: ''iiiiiiiiiiiii • DATE. svw FARMAN SHIR GREENBERGFARROW 19000 MACARTHUR BLVD, SUITE 250 IRVINE, CA 92612 949.296.0450 RCE EXPIRES EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 0 H: 0 V MAXIMUM VERTICAL DEPTH OF CUT= 0 MAXIMUM VERTICAL DEPTH OF FILL= 0 ' r I two: C1{M °- Exp. 09/30/2012 \ "COFCALf CUT= 0 C.Y. FILL= 0 C.Y. IMPORT-=- 0 C.Y. BMP PROJECT STATUS REMEDIAL = 0 C.Y. (_'REMOVAL AND RECOMPACTION UNDER Underground Service Alert OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING AND BUILDING PARKS AND RECREATION AND _'OUTSIDE OF BUILDING AREAS) PRIORITYSTONACCORDANCE WITH "MAINTENANCE RY IVATERTY OWNER. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE NOTES: STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" ^� CAW MOM YOU DIG REVIEWED BY: - D Y: ` i REVIEWED BY: REVIEWED DEWATERING NOTE: 1 00 422FREE 133 WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER PROVIDE RECORDED ON SUIIiE : % .1012 S. `� it �[`se'�1 �° � G.., ✓�- ' S- 1 �- ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE REFER TO ALTA SURVEY FOR EXISTING AS DOC. #: W il- 6335 M DATE: DATE: xou MOM YOU DATE: jr mo xoxAwc DAMOM DATE: OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. EASEMENT AND R.O.W INFORMATION CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED 5RO APPROVED IMPROVEMENT PLANS FOR: TITLE SHEET STATION 1007, ELEVATION 84.68 Greenberghrrow �► HORIZONTAL 1:50 IS PUBLISHED IS DATUM) AS SAID STATION SUPERVISOR N ME DATE: BY AA BY 1550 LEUCADIA BLVD, ENCINITAS, CA j APN 257 - 500 -47 11249 -G IS PUBLISHED IN RECORD OF Jy� VERTICAL NA 19000 MACARTHUR BLVD, SUITE 250 R.C.E. NO. 063868 MASIH MAHER GREG IELDS SURVEY 18416 �,� ,2 Wal mart ` ' IRVINE, CA 92612 ENGINEER T: 949 296 0450 F: 949 296 0479 FAR AN SHIRMOHA -MMADI EXP. 9 -30 -2012 DATE: DATE: �p. �. /�� WORK PROJECT N0. 20090314 �,� STORE 5886 -00 SHEET 1 OF 3 m Q 0 N 0 0 Q 0 GRADING LEGEND: .AI JJJJJJJJJ ^""' ` JJJJJJJJJ OA APPROXIMATE UTILITY TRENCH PAVEMENT CUT AND REPAIR - MATCH JJJJJJJJJ JJJJJJJJJ "� JJJJJJJJJ EXISTING PAVEMENT ELEVATIONS IN PREPARATION FOR A UNIFORM SLURRY SEAL AS SHOWN ON THE SITE PLAN. REPAIR PER SDRSD G -24 AND G -25. -� I B PROTECT EXISTING STRUCTURES, UTILITIES AND /OR TREES DURING WORK. CONTRACTOR TO REPAIR /REPLACE IF DAMAGED - - - - - @C CONTRACTOR SHALL GRIND /OVERLAY AS NECESSARY TO L 4 m ACHIEVE COMPLIANCY TO ADA PARKING STANDARDS. MAX SLOPE IN ADA PARKING AREA NOT TO EXCEED 2 %. MIN. OVERLAY THICKNESS SHALL BE 1'.i \ j) OD REPLACE /INSTALL MISSING GRATE COVER AND TRASHRACK. OE INSTALL TEMPORARY INLET PROTECTION.I n OF MANHOLE RIM/TOP OF GREASE INTERCEPTOR TO MATCH FINISHI GRADE. (SEE UTILITY PLAN) OG INSTALL SEDIMENT CONTROL (FIBER ROLLS) AROUND PAVEMENT. REMOVAL AND DISTURBED AREA. II OH CONTRACTOR TO IDENTIFY THE CROSSING & TO BE PROTECTED o UTILITY CROSSING. CONTACT CEC WITH ANY CONFLICTS. - OI SLURRY & SEAL LIMIT I OK EXISTING PAVEMENT TO BE REMOVED AND REPLACED TO ACHIEVE ADA PARKING AREA NOT TO EXCEED 2% MIN. CONTRACTOR TO RIP fi F AND REPLACE EXISTING CONCRETE ADA WALKWAY AND RAMP. EXISTING CURB TO BE REMOVED AND REPLACED. i L OL EXISTING CATCH BASIN TO REMAIN AND PROTECT IN PLACE INSTALL 2 INLET FILTERS BY BIO- CLEAN, MODEL BC- RGISB -22 -24 PER DETAIL SHEET 3 y OM 12' X 25' AWNING PER ARCHITECT /STRUCTURE PLANS PER I SEPARATE BUILDING PERMIT ON 6' CURB ONLY DOWELED IN EXIST CONCRETE PER TYPE C1- 150(6) GREEN BOOK STD. 120 -1 it OO CONSTRUCT PCC ROLLED BERM PER DETAIL HERE ON. 14 OP 6" PCC CURB & GUTTER PER SDRSD G -2. GUTTER PAN SLOPE NOT TO EXCEED 2.0% ADJACENT TO ADA STALLS r OO 4' AC OVER 8' CLASS II AB COMPACTED TO AT LEAST 95% RELATIVE COMPACTION.' O4' THICK PCC W/ 10 GA. WELED WIRE MESH AT MED -DEPTH OF SLAB. OS EXIST PAVEMENT TO REMAIN q OT EXIST CURB / CURB & GUTTER TO REMAIN \ OINSTALL MIN. 3' DEEP TRUNCATED DOMES PER ARCHITECTURAL PLANS 1 OV 6" CURB ONLY PER SDRSD G -1 OW RELOCATE EXIST DIAMOND PLANTER TO ACCOMMODATE NEW STRIPING �C) F LAYOUT. ALL LANDSCAPING OR TREES REMOVED ONSITE SHALL BE REPLACED LIKE FOR LIKE.:1 ARABOLIG SURFACE d - - - - "i i p r - 2' `.,� \V1\ 116.4 /l- _ - a -' _ _ EG� 2' 0 NEW AC PAV. ; , 1 ,\ ° ✓ ,a _' I) ,= AFS D E TH C F } 1 ( i 1 117.04 TC EXISTING PVT / 4 a �t t r 1 12" ^!D, q TIF L34R -- ir1 =. 116.41 F 12" 1 I _ �- R i i � 4 !r n x_ ?Ig :r 36 CENTERS - a ' 11 96 T 117.35 TIC EXIST. AC PAV. a f- , �\ ROLLED CONCRETE BERM SECTION C -C ° ' mm .a ' " °' { I 11 F 116.85 FS GB f �� s / l ., 116.19 FS _ �' ��` �� � *� � ) �\"�;� �;'� ? � / �Y ` �I .MATCH �' NOT TO SCALE GRIND & OVERLAY DETAIL - NOT TO SCALE` <, ) l \ / 1 II§ x 116.27 FS V = E PAV TO LI I f ? T () MATCH -1 REMAIN � -T -- � l� 1i �E �*..' A 1(I� ix TO REMAINRDSJj (E) TRANSFORMER # 06.22 FS i (' H ., 105. FS ? / 7T# .� .:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.......:: a MATCH 1 d E > > JOIN `_, � Ala DETAIL C 11 112s FS iI ,r ,,,, „,,��D , ,,,, s I SCALE: 1 = 10 0 1 MATC FS MATCH �r ' co JOIN i ' '�` } 05.3 S 144.86 to CI + ¢- ¢ � - - -+ ¢ + +- ate+ t:/ j w, . t ++ + + +s + + +i +s g + + + + + + + +a + + ++ +o-1 1 719 FS O .3 TC i FS L 12' + + + +H + + + + + + + MATCH FS GB MATCH + + + + + + + + + + + + + + +1 1.809 104.8t�FS M +aMATCkI+ + + + + ++ s t.5 + + + + +I ( - ° + + . 3GI3 + + +, ++ + ++ a. p T PROPOSED TRASH +� . ++ �� �+ ++ + + + + + + + + ++ t1 112. FS o V asi 0 TIC N rn � ' � f €r 105.6 0 R U © 105, -- COMPACTOR PER 25 ° MA L 18' S' 8. ) I EXIST BLDG WALL + + + + + + + + + + ` . -114.4 + + ++ + ' 1 r + + + + + ++ ++ + + + + + :�4.t3 ++ � + + *I � �° - -� -- - - -105'' TCMATCH f ARCHITECTURAL PLANS N + + R.90e b.4'.21'a + + ____�__ 3.6 4.60- '`7.I l..a i M + + + ++ 5 + + -l- - - - - - -- { -- I PROPOSED TRASH EXIST BLDG Q £ (3.6% I _ , 104 MATH - - - -- � COMPACTOR PER WALL � + + + + + L - -- _ ♦ ATCH1 == :++++++++. + + + + + 14 0�3* � 4;75 + + - ♦ - - -- 107aQt FS V ° P TCI = A A 2' � 10' I ARCHITECTURAL PLANS + + + + +1? ♦ 1 //42 C 1. wt 5. 8 FS PROPOSED z + + + ++ 1 4a5 + + ++ Ip ro v T 18% M FF + ++ + + + + + + + ++ + + + + + +� 100.92FS �� -� TRASH III + + ++ 7 + + + + +++ + a' ++ 1 �pe N 1 - COMPACTOR PER 0 0 r + p + o-t a. + + + a + a + + +3.+2$ + + + n 06.82 FS - MAT - -- E "sd+ -?,- .r- a-ar^t -tom -129 + + + T5+ +'+ k + + + + + + + + ++ NT + + + + + ++ + +I 12.96 F 04.8 - -- MATCH - - - ARCHITECTURAL z F_ + + ,. + + MAT 1 7.41 FS 45' 7 4° ' v _ - - - - PLANS FF Q K + + +M� +T + + + + + ++ + ++ w+ + + + + +. + I MATCH _ 52' S MATCH Q lo- + + + - + + ++ + + + + + +I - -L N a + + + + +� + + + +�� + + + + + + +i +- _ Q f - - - - EXIST TRUCK �� - - MATCH POINT W + + ++ +_ +_ ++ + + + + + ++ ++ i „,r„ F - -- }� - - - - -- f -- 9[,xmanau,m[n�n" an n+,ur a a a D DOCK LJ _ 115.63 FS JOIN S �i - ° 112.77 F ��� JOIN }i _ MATCH I MATCH t MATC I 8 y1' 106.9 F r i i W - 25 \ EXIST GRADE ® o L T SECTION - LOADING DOCK X A I N E{ TCH 10' MATCH A A " 4 . I i .I S i - ' NOT TO SCALE SEE DETAIL LEFT ° CN DETAIL 'A DETAIL 'B' DETAIL 'D' oF�ssp SECTION B -B N SCALE: 1' = 30' SCALE: 1" = 30' SCALE: 1" = 10'�Oe�SwR NOT TO SCALE a Underground Service Alert o cua NNE roumc SITE KEY NOTES: � 4 � tZS GRAPHIC SCALE * * 50 G 25 50 100 2w NOTES: ® CALL TOLL FREE S1 PROPOSED 6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ DEWATERING NOTE: Q 1 -800 422 -4133 NOTE: 'NO PARKING FIRE LANE" PAINTED PER CA VEHICLE CODE, SECTION WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER PROVIDE �qr cNn o REFER TO ALTA SURVEY FOR EXISTING PLANS HAVE NOT BEEN REVIEWED BY CITY FOR ADA COMPLIANCE 22500.1, 22658 CA. AND ENCINITAS FIRE DEPARTMENT STANDARDS. ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE FOFCAIIF IN FEET ) EASEEMNT AND R.O.W INFORMATION m NO xnmmrc DAYS NNE rou me CFC 503.3 OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. I inch = 50 St. g CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANS PREPARED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO+ ° I PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: GRADING P LA N STATION 1007, ELEVATION 84.68 HORIZONTAL 1:50 GreenbergFarrow ����j (NAVD 88 DATUM) AS SAID STATION SUPERVISOR NA DArE: -+�-► & 1550 LEUCADIA BLVD, ENCINITAS, CA APN 257 - 500 -47 11249 -G N IS PUBLISHED IN RECORD OF C6386S DY. M ev: SURVEY 18416 VERTICAL NA 19000 MACARTHUR BLVD, SUITE 250 R.C.E. N0. MASIH MAHER GREG ELDS o IRVINE, CA 92612 ENGINEER Walmart T: 949 296 0450 F: 949 296 0479 F RMAN SHIRMOHAMMADI EXP. 9-30 -2012 DATE: ij��.� l71 DATE: • �I' iZ WORK PROJECT NO. 20090314 �'� STORE# 5886 -00 SHEET 2 OF 3 0 •r / IF /�n rA ant rC LAI g R f- ,. yi Llllie IBM WI�NU6i00L8ANNENVMW1NIEfV fAL`tbi B " @3PB a F I I NA r yi+7 {..' 1 � m•FBr. CHANGE NO. ■III r... C.f i �'f 7 904: DESCRIPTION 5 �i kkiy� 4� "•~•*,. F } r s' Hydraul •Conductivity Flaw Calculator REFER TO ALTA SURVEY FOR EXISTING GWeWatss QWr 9Man hh'dl'avk 'ft, ffrodia lhicknvrs, aid water how ( of "M 1. enter the" IrdralleCand"ft goof the Fitter ,ak ;Y'Y IVday ''#duke 2;. 6alect the unite for the Hydondlc Conductivity entered 1n were 1;: '. English lEnix"M' for Matricnr E - forEn i�h 1 on a BMP CALCULATIONS: Hydraullv4andmilvky aomandons Maters per Day. 303 mAay �#f:l@iiiji i Meters per Hour; 15A ramr TRIBUTARY DRAINAGE AREA = 55,751 SF = 1.28 AC Meters, per Minute: 0.252 minnle REQUIRED TREATMENT FLOW RATE: '... Q SHEET 3 OF 3 Q= C x I x A rSasand: 1,Ode2 ants Where: real: per Day: I'lla ttaeyr C = 0.95 Feet per Hour 49,6 iehr 1 = 0.2 in /hr (water quality treatment intensity) Feet per Minute: 0-826 tharrin A = 1.28 AC (DRAINAGE AREA LIMIT) Feet per second; 0,0138 Eq._01L30 2012 * 1 7C 1, order this Thickness atthe FOW Media In Inches: 2 875 inches Q = 0.95 x 0.2 x 1.28 = 0.24 cfs. V* u* ereop6d, __... `rT CIVIL �p ATfOFCAIIFF o C Enter the M1ow Depth above the *a: Sirdam inches valid tided'.. d PROVIDED TREATMENT FLOW RATE: S. enter the Horizontal SurlaceAreaIn : square feeb :.9a e9k BIOC —LEAN HIGH —RATE MEDIA FILTE .124 PER FILTER vak e ruIs.rpterl ro Calculated Fiew Rates Galiwas per Miruft 55.8 spin Underground Service Alert 0.23/0.125 = 1.85 - USE 2 FILTERS, ONE IN EACH CURB INLET Cubic Feet peroarvl; a.ta�. zfa °o Optional Rsyaelda hundred Check Deaden Flow) ceu. e mu me 0, enter Me D311 isp grain dewantlar ffirflur Medle: 20 urn. CALL TOLL FREE Value amrpied, - 1 -800 422 -4133 Catculated Reynolds Number (Shaun be less than etapmdw fty 10 0... DATE BENCHMARK STATION 1007, ELEVATION 84.68' (NAVD 88 DATUM) AS SAID STATION IS PUBLISHED IN RECORD OF SURVEY 18416 SCALE PLANS PREPARED BY: HORIZONTAL 1:50 Greenberghrrow VERTICAL NA 19000 MACARTHUR BLVD, SUITE 250 IRVINE, CA 92612 T: 949 296 0450 F: 949 296 0479 L� / ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SMA SUPERVISOR N ME DATE: IF BY: wi•M BY: R qc .C.E. NO. C63868 MASIH MAHER GREG LD ENGINEER FA AN SHIRMOHAMMADI EXP. 9 -30 -2012 DATE: (9161 IL DATE: e G • �Z REFER TO ALTA SURVEY FOR EXISTING ( of "M EASEEMNT AND R.O.W INFORMATION m 1 inch = 60 ft. CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. o n. IMPROVEMENT PLANS FOR: EROSION CONTROL PLAN N �#f:l@iiiji i 1550 LEUCADIA BLVD, ENCINITAS, CA APN 257 - 500 -47 1 a3' o j O d r� Q SHEET 3 OF 3 0 0 QROFESSO* 0 N swRYMO� �, fn z Q rle: C63M868 Eq._01L30 2012 * 1 7C z 0 `rT CIVIL �p ATfOFCAIIFF o d 0 ro 0 v Underground Service Alert o °o ceu. e mu me CALL TOLL FREE °o 1 -800 422 -4133 a GRAPHICSCALE rm soc sfrs �� mu me J 0 ?S 60 100 200 NE OTS: ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SMA SUPERVISOR N ME DATE: IF BY: wi•M BY: R qc .C.E. NO. C63868 MASIH MAHER GREG LD ENGINEER FA AN SHIRMOHAMMADI EXP. 9 -30 -2012 DATE: (9161 IL DATE: e G • �Z REFER TO ALTA SURVEY FOR EXISTING ( of "M EASEEMNT AND R.O.W INFORMATION m 1 inch = 60 ft. CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. o IMPROVEMENT PLANS FOR: EROSION CONTROL PLAN N 1550 LEUCADIA BLVD, ENCINITAS, CA APN 257 - 500 -47 11249 —G o j WORK PROJECT NO. 20090314 Walmart;,: STORE# 5886 -00 Q SHEET 3 OF 3 0