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2015-12056 G (Plans)RIGHT OF WAYNOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF' WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER 70 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. UTILITYNOTE ALL UTILITIES SERVING THIS 577E 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 INSPEC7101V. 2. THE SOILS REPORT 777LED "LIMITED GE07ECHNICAL INVESTIGATION' PREPARED BY GEOCON DATED AUGUST 26TH, 2013 PROJECT IG1571 -42 -01 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE W IH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. J. SEPARA7E APPROVALS AND PERMI7S FOR ANY CONS7RUC77ON WITHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNC71ON WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PR €CAU7701VS REQUIRED TO PROJECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND171ON EXIS77NG 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 LL 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- CONS7RUC770N MEE77NG HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMI7IEE. THE PRE- CONS7RUC71ON MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. f0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 97E 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 OPERA 7101V. 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. 12056 -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 DY 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 OBSERVA71ONS 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 KORK 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 NTH 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 WI714 SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM007H 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; R007S 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 70P OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WIN THE GRADING ORDINANCE. 16. ALL TREES; BRUSH, GRASS, AND 07HER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR 0774ERWISE DISPOSED OF OFF THE 517E BY 714E 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 774E DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CIWS 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 107HIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED 70 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 CAINE TSUTSUI AT (909) 991 -9369, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 71MES DURING THE RAINY SEASON (OCTOBER 1 70 APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OC70B€R 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL.. MEASURES WHEN RAIN IS IMMINENT. J. 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 70 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU71ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. Z 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 BMP11MP NOTES 1. FOR STORM W,47ER 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 W11HOU'i'' A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN 774E SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR 70 DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD 774E APPROVED BMP/IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA UNLESS THE FLOW ✓ FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SMALL 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 IM'/BMP. 6. ALL STORMWi'ITER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED 107HOUT A PERMIT FROM 774E CITY. Z 774E INSTALLATION OF ADD177ONAL 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 714AT 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 1O ALLOW ROLLING OF 714E 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 INTV THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR 771E 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 SPECIITCATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT C0NS77TU7E REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND U111LITY,, PIPE OR STRUCTURE W1774IN 774E UM17S OF THIS PROJECT. J. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL 3E FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITES DO NOT MEET STANDARDS, THEN 774EY 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 II:LEC7RIC VAULTS Z ALL WA7ER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 8. CALIFORNIA SIA7E 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 W 7V THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARIS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTEC710N IN ACCORDANCE WITH WC -17 OR WC -18. AS - 13UI1_T ENGINEER OF WORK DATE 8WLE1 D. SAGER, RCE C65456q &W 12 -2015 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIVITIES 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 SI TE A CCESS A STABILIZED CONS7RUC710N S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRAWNG 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 €XCAVA7701V AND GRADING AC77W71ES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE C0NS7RUC7ION SITE. CONTRACTOR SHALL PR07ECT 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 VEGETATOV 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 VEGET4770N AS SOON AS POSSIBLE, ONCE €XCAVA7101V 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 STABILIZA77ON MEASURES AND PROVIDED NTH 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 N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON 577E 774E PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTEMANAGEMENT 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 OUMPSIER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT 714E NATURAL STORM RUNOFF. DUMP97ES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPST ER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WI711 IMPERVIOUS ROOFING OR COVERED WI7H TARPS IN ORDER TO AVOID RAIN CONTACT WIN 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 DN LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE 7RASH 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 STORMORAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM ME STREET, GUTTER, AND STORMDRA/N. CONTRACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION DN 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 EXIS71NG U77LI71ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXIS77NG UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID U77LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF U77LIlIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DIS7RICT - -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICA71ONS- (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. J. 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. EARTHWORKDATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4H : IV MAXIMUM VERTICAL DEPTH OF CUT = 0' MAXIMUM WR77CAL DEPTH OF FILL = 10' CUT = 0 C. Y. FILL = 1900 C Y. IMPORT= 1900 C Y. REMEDIAL = 0 C. Y. (0' REMOVAL AND RECOMPAC71ON UNDER AND 0' OUTSIDE OF BUILDING AREAS) Underground Service Alert GU�7wm CALL TOLL FREE 1- 800422 -41' My om�Toom SIGN FIELD OPERATIONS PLANNING AND BUILDING OWNER SAN DIEGUITO UNION HIGH SCHOOL DISTRICT 710 ENCINITAS BLVD. ENCINITAS, CA 92024 (760) 753 -6491 SITEADDRESS 675 BALOUR DR. ENCINITAS CA 92024 APN. 259-320-04, 259 - 181 -01 LEGAL DESCRIPTION APN 259- 320 -04 774E SOUTH QUARTER OF ME SOL1714 HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOU714, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN 774E CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. APN 259 - 181 -01 THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, S.B.M. EXCEPTING THEREFROM THE SOUTH QUARTER THEREOF AS CONVEYED TO THOMAS J. VAN DERSUCE, SR., ET UX, BY DEED DATED DECEMBER' 2, 1946; RECORDED IN BOOK 2293, PAGE 377 OF OFFICIAL RECORDS OF SAN DIEGO COUNTY. ALL BEING IN 714E CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. OWNERS CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE S17E. SIGNATURE. DATE. r/ I RICK SCHMITT FOR SAN DIEOU/70 UNION HIGH SCHOOL DISTRICT SOILS ENGINEERS CERTIFICATE KEYA14P N.T.S. 1, RAUL R. GARCIA 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 PREVALEMT WITHIN THIS 517E WAS MADE BY ME OR UNDER MY DIRECTION ON AUGUST 26, 2013. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 771E 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, . v =rot RCE NO.: 2842 EXP. DATE JOB ;f. G1571 -42 -01 GEOCON, INC. 6960 FLANDERS DRIVE SAN DIEGO, CA 92121 (858) 558 -6900 STATEMENT OF ENGINEER OF WORK 771E 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 714E RULES AND REGULA770NS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. TI•!E ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR 771E PLANS PREPARED BY, THE ENGINEER IS NOT A DETERMINATION BY ME CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE 714E 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 I7S 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 AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF ME WORK PERFORMED BY THE ENGINEER. SIGNATURE.• L,�4�L 1) � DATE.• A BRADLEY D. SAGER LATITUDE 33 PLANNING AND ENGINEERING QROFE. 9968 HIBERT STREET, SECOND FLOOR �° D 0 s Fy SAN DIEGO, CA 92131 (858) 751 -0633 o RCE EXPIRES 1213112015 �, No. C054564 m m w Ep• 12 -2015 „ m IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSIRUC770N. 6600 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 9950 SQFT INCREASE IN IMPERVIOUS AREA: 3350 SQFT IMPERVIOUS AREA REPLACED: 6200 SOFT 1:7_1 Nirk:T_ kiIIM 0 X61 NII`ll BMP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT ° %7/4 SIGN 4n SIGN` DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED Br: DRAWN Br: cHEBED BY: NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. - epy i LIT 3-24f CITY OF ENCINITAS BENCHMARKENC -48 NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WET OF INTERSTATE HIGHWAY 5 A THE NORTHE!:AST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. 2.5" BRASS DISCENC -48 2001 ELEVATION IS 173.376 NAVD 88 HORIZONTAL: 1" = 30' VERTICAL: I"= 30' PLANS PREPARED UNDER SUPERVISION OF DATE: ! ® ®� � R.C.E. NO.: C054564 Br dley D. Sager EXP.: 12 -2015 RECOMMEN ED: JQV APP?VE ��. MASH MAHE GLENN PRUIM 12191114 �Z� /��•j DATE DATE GRADING PLAN FOR: 675 BALOUR DRIVE SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN 259- 320 -04, 259- 181 -01 PLANNING CASE NO: N/A A nO�C_^ 14 V V SHEET 'I OF 3 IS r � r.,- -a l '01VI YKUIL(ol IN h2AGI: mr a } 'iNUIL: NLW SLWLS )HALL Lft ­rIA • ji "N IRRIGATION AND PLANTINGS ON i PLANTED WITH TREES, SHRUBS, AND i \ `SOUTH SIDE OF OAKCREST PARK GROUNDCOVER AND SHALL BE DRIVE. PROPERLY IRRIGATED TO PREVENT 4" PCC PA ``X` , ANY PO7ENiiAL EROSION. �SCUrE 4 CLASS 2 B LEGEND 230- PROPOSED CONTOURS - -,I,- - PROPOSED DAYLIGHT LINE PROPOSED RETAINING WALL O PROPOSED CLEANOUT 4 _ _ -' Q PROPOSED CATCH BASIN Q I o Conc, - =- _ My FIN /SHED SURFACE ELEVA77ON OAKOREST PARK DRIVE Asph, _ ------------ DETAIL DETAIL A _ _ NO SCALE T �j' . TOP OF GRATE ELEVATION 10 -6" RISERS 9 -6" RISERS - _'_'-' .. --__�- - - - - - - '- „- -. -_-. EXISTING CATHODIC TEST WITH 12" DEEP STAIRS -��- -- - V -- .'�'_- ` `� ti'n't "'i�'� k� XXILXX IW WITH 12" DEEP STAIRS " _�� TOP OF WALL /F0077NG ELEV STATION TO BE RAISED 362.15 FS o CENTERLINE i RETAINING WALL �\ EX /STING 12" WATER LINE ; ` ° - , STEP FOOTING AS NECESSARY 361.00 IF �O 367. F - `"' ` ~� - -- ° li LIM17S OF WORK MAINTAIN M /N. 12 - -37 �' - EXISTING 30" WATER LINE � EXISTING STORM DRAIN t AND MAX. 24" COVER 360.50 7F 366.00 1F 0 7W -- -�- _- - - .. - - -- W ° I 43, f 1 NO SUBDRA /N REQUIRED FOR THIS WALL 370.50 1F mph -- - ° -- ' CONCRETE PER DETAIL 'A' 1 _ EXISTING 12 D W LINE `} EX /ST " RECLAIMS ATER �__ - -y z �' - - _ -1 R/W y ,} \ ` 24 -6" RISERS _ A \ `- b� r - - _ -__,. o EARTHEN SWALE \- - -- � -- WITH 12' DEEP STAIRS - _ - -~ 10 , CONCRETE WALK I AT11LJ DACIAI o - TG 369.20 \ J49.00 IF 36 I _ , u -------- ~� \ - lE IN 367.20 p; - - -- 0 TW, a uralcla + + _ - q __ 1 - -� _._� IF OUT 367.10 349.00 IF _ _ -__ \ „.... , \ 0 15 30 60 +� 350.00 FS I i,' 11f ~`�- �', t,1,i1 J4 .s` E14'Ek.ftll, t+ 0 � 12" CONCRETE CURB 37� R/W � Ii }til'i a' 371.61 �`; ',i,ii}Iili's'( f+ �11�� 350.05E � i• ltlli I , '') p ` i III 1 � _- 1 ( ! �� I l i n I r. _ ` \ ' ( IN FEET ) IE „ x 34$,4 �� 6 HDPE STOR�1 DRAIN y „illiil iilli i 4f i inch = 30 ft f l•1 ii Willi I 11iiIli Yl} < CONNECT 2" DRAIN LINE , i t I I \ " F _ -` nlllllt,,, i nluln, ' l• 1,,EIkI'lil, I'lll l{ rp.l � a��' ,I! ti I!kitlill i / " " 1 ' ' n i ' i € ,' I a � 24 X24 CATCH BAS IN 4x24 A h ! ! , \ CONNECT TO EXIS77NG STORM DRAIN / TG J4Z9O TO DRINKING FOUNTAIN ; I I " " � (;' (; ,' ` I ; � �" _ " \ t ,11,, I, E, I ; 1i41 CATCH DACIA/ " TG 367.90 lE IN 345.90 I -iI I A�, ��/ -IE /N 365.40 \ I ' i II11i1 €.1 ` ___TG TROICT J I 1 ;+ ! , : ! � \ � � '' CONTRACTOR TO VERIFY If IN (E) IE OUT 365.30 \ \ t ' MINI I , ; , f CENIERL /NE t 1 I 1 i ! � I 1 €� ! ; € { r ,SET lE OUT 0.1 BELOW THE LOWER T /E OUT 345.80 ' I I E[i I'�� / ; I i i l ! 1 . .' - OF lE IN (E) AND /E /N (S) .71 FS i 'i; ,, j 366.90 F !I j IIII t i t r , IIIII i Cfil�- ; 7NG STOT0V ING WATER LINE LINE C.MJT-AC r 3 A WL) pbR I 1'k i z �0 7 .1 FS F " - -- - - - - - - - E 1 i s tiNOL`R6ROtjnJQ X'F�''ol+t I I IIEI }li 1, ill - �� ° ' i' , ,;, ,,,, _ € - 6 HOPE STORM DRAIN DRAIN NORTH AT MINIMUM III ,i p - RETAINING WALL - CLEANOUF -- III.t( i\,$- fjUILTS i- :IIII, 1i' tw 'i''t, QO TF E ' �p I. _ F , -f' ` +Eii lE 4'i +111 t. �t I I i r I i 35 .31 FS , t; t,., Iii ; / i� { , 1 „ r i CONNECT TO EXISTING INLET - 11 E 11 i l l II II l l r CONNECT TO EX /STING STORM DRAIN x 8 3 11; I 1 5 WIDE ADA' ROMP EXISTING STORM DRA /N LINE ! RIM 368.20 (iE 345.26) CONTRACTOR TO I l 7 I. ,1111 VERIFY IN FIELD EXIS77NG e STORM DRAIN LINE I w ' I , 1, ! 1 i ' � / F i � 370.10 � � � SET IE4CTOR TO VERIFY /E E O � � ! ! I� � I RELOG4TE DRINKING FOUNTAIN, , , , SET /E OUT 0.1' BELOW THE LOWER x 348,6 I I 11,' I'3' I BACKFLOW PREVENTER AND _ 369.00 IF I _OF /E /N (E) AND /E /N (S) j QUICK COUPLER EAST OF NEW WALK 371.00 TW j III II - - -- - � � I � �� , ` I',I ,, , I I , * -�-- � 12" CONCRETE CURB (b i ' ` � 369.00 IF � � -16 -6" RISERS I I i I i ; h ' 1- I r „! I I -t - - - ,1 0 , • .FS WITH 12" DEEP STAIRS - f 357. a CONNECT TO EXIS77NG " I FS CONNECT NEW 24"X240 CATCH BASIN NECT SUBDRAIN I t I i °r �} " / \ STORM DRAIN LINE " , I u!!; '< r : L 6 HOPE STORM DRAIN i € I' F ( AND 4 STORM DRAIN TO - TO 4" STORM DRAIN I =137 . - DR41N NORTH AT MIN /MUM 1.0% - EXISTING STORM DRA /N LINE 1 37195 FS e' +'i f I , u,i, !`�! �, 370957E , q �� EXISTING WATER LINE i ' ' lE 371.20 N T 42.0' 371.A0 FS ; ; �. a; {, `�' CONNECT TO EXISTING STORM DRAIN f ! d , EXISTING RESERVOIR EASEMENT 1, I x 36 9< u 379 ! ,' 80.45 TW- RIM 389.20 GRANTED TO THE SAN DIEGUITO { 12" CONCRETE CURB , , € : E ' I ' % "' '; l i ! ! i I { " , i l i 376.00 TF CONTRACTOR TO VERIFY /E IN O sCU { ; R IRRiGA77ON DIS7R /CT APRIL 10, 1972 r t ,,,;, ,! I + 371.78 FS w l,' 11! ! ! • E 1 RETAINING WALL SET IE OUT 0.1 BELOW lE IN PER INSTRUMENT N0. 87525 O.R. i F - - - - -- ! ; � � I 1 1" i I � i I Ii IIII ii'ui411, €'I' Y 4" STORM DRAIN r !1 , 380.50 7W EXISTING STORM DRAIN LINE ri i E I' I I,Ei { 1 37 T) I `i I' + i 378.50 %F Iii,fl� \\ IjIEtIIIIII ; 371.90 FS 38 OOFSL_.� L. - I k I 11, l f 4 4" STORM DRA /N h III ! x 3 9;1 370.90 TF - , < < ! I ! i x 368, 4 CON SUBD N ' 18 -6" RISERS N 71 rl r ` ! 1 1 TQ 4 STORM DRA /N 373.70 l I`sii;i�i , Eti� iii' � � I1 a 9. OFS -_WITH 12" DEEP STAIRS -- o o - ° lu +(Ill +ril.1 1 /E 371,15 371,65 IF 3i 1 I I1 ill I ',: (;II,Ii11'II!Il 37.00 iW F- o 1 1111f1,! j1I` <.';11 %llillll; il. 372.30 7F WALL ,� r!, r, 1 1 1 1 3 I l i xC? ii. Ci 374120 0 FS , 374.10 l,li�i EX/ N L _ , l STING STORM DRAIN LINE �� 111, tflf1l11 377.60 TW Q SV 37300_. TF CATCH BASIN STING . II i .I , , l+ yl 11 ;l 86 " \ ,�Ii ,I, TO NEW 4 iIiI;IIIi'I,,• IH111l 375001F., I i+ " I i i 1` t " I i i i; i! l 376.50 F -! , 6. S STORM DRAIN / I ii;liliiill'a •�`le,';i x367+8 x369, m t i#i iif,,111 11 � , t Ii 5 WIDE ADA RAMP- �-rt-�_ bscurea �1 ea t \ �I i,I li €il i 74 f iv I j 1i "11{,•,1 f I l l r i EXISTING ! i i l ,. �' ! 38 I i l i 340, !iil l � I, Iillnlrll'!r''� i 376.00 7F ILI 1„i( GUTTER X34�J', liiiiilri;ii,I�irs E'i 381.00TW t1 Iii'' " 1 IIII I ' ! 1,, , I l i a i „I, it i 1.5 378.00 TF ir1 ,�„ � - -- i' I ! I EXISTING EXIS77NG EXIS77NG EXISTING ; i 1 l I f , + ' I 1 / ,� I "' u l i i ! 384.10 FS it " STREET PROPOSED + i { \ + l MEDIAN STREET DRIVEWAY WALK I' I' ` +! I I I ! + k l' 37 384.00 FS (--3.9 22.5 4.5 --{ i! I t t Iiiii ill ` 9% I 4 °4%' ii�iliiiiliiiil +sli \379.1DF ' is i 1.7% �" I ll1(liiiiEiill iil 'iiil i! It i l i +' EXISTING GAS LiNE RETAINING WALL yn i" '` /�/ i I „LIi! li'I1111111 it iEIIIII d1 \ I!;IIlIi III'IIIIIIIi ;t,,l,, J 381.50 FSIil ° Ill Eii IIII i I, i (., { Ili IIII *ss, i lilll � li , s I Illr,li t I '`�i�� S Xe� �� Iilll,;i �r1,'illli';t11'11,l1I + - I,ILii; SECTION A -A ,,.Il,til.il;l „i!, , x 36 .7 i 1°50 IF I;, ''.F Conc I IIII. \ '' "!I' NO SCALE I 11111,,11, 1Ii, � 380.50 1F I� €' _ I ,lnlll 1Ilil;i11111 "1' - II I IIIII „I i t 411 I I, i!. V Willli - I�111ISi i1;l it Ll {111'11 i. `�_ -4' Ililil Vii � Illiliilll,ll l I t I i III I '1'1 GUARDRAIL P R 4RCHITECIU NS i i l l i i i i'' 1 1 1 l l j ill I 1 PROPOSED SLOPE I I i t o O IIIII It i I i t iii Iii x 3C7 9+1 ! i 389.18 FS 111111 „ s `l I I I I j 1; ' I I I I 't HANDRAIL HANDRAIL ll I! (IIII 1 1 1 1 S 1illil €; 386.4 FG 1. 3% riIINi itli:i 2- �4S CONT. 4" 4" - i r{ h i l t I n 111 TOP AND BOTTOM i 1 I + 1 PROPOSED 11 tl . i i€ i i 1 - 6" - �I F 6" 2- J4 S CONT i I I 11 1 4 1 E t t i 11 i l I I I i l WALK PROPOSED SLOPE TOP AND BOTTOM ; !1;111,1111 5 5 II ;IIIII !I't f,111,1111,. 0 t���i555t IIII C,L. 1 1 1 Ili l i l l'� ° i t; tl t��i,i€ •��� i4 , !lIIIIIt11111 :�° -i °• • -• I ij1!i1!I'iiiiill 33 1 I x 347, I ; t n i i SAND SAND RETAINING WALL n t ! I E I! •. +' o i 1 1! i i l f t" l i! I IIII i l i l Ill t 1 ! i ! € i , , . I 1.5 BASE 1.5 4 PERFORATED - - 1 11 - inn J_ BASE MIN. 0�_DRAIN 1 I I I 1 i I Underground Service Alert BMP PROJECT STATUS itiil 111ilI IiF \ , IltE ililit\iil \'4l 1'1ii1 Ilif11 €,1, i 11111111; SECTION B -B NO SCALE . llirls 1,'iiii1 (+1�`i i1 i �. !I,.i i!III i! j raa �aa mom STANDARD i I lilt , E SECTION C -C SECTION D -D , 1 ,1;1,! „{ ;1 i' I ; ,� cnrL TOLL FREE Till, id i! II H +llti 111 iii E! i ItiUilil !IIII +tiitliii +!'i ! 1 1 II Ili Il'l I(Illllr,ulliilli l` NO SCALE NO SCALE iiil'i "' IIII A i- 800422 -4133 .III Illlj �} �'ry ItiIIIlli IIIII!' #i'1 1 'I liilll lij 1.. j7 IJliprl'II x343+° �i`ii711'Iiit11.1i! "IiI pt1 %, 31 'Iti!!!f Ill' 1 !41111 fii FIllilllli,it i, il11111 1 11!!'IIIIiH'71 Ei •,,.,` fID�00 ��1Wi I Nlf i 111Ili i ,kf E, il!I?{ + , i; ;Tit 11 i. lEEll lr llllillll ! i i l! €IldtjiEEllt i71'I'i`ii; €)E! O L z O U L L it 1 U)' I M I.- M1 of I 01111 F =I gel CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: I DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS- eiVILT 1 CITY OF ENCINITAS BENCHMARK ENCA8. NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST OF INTERSTATE HIGHWAY 5AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS. 2.5" BRASS DISC ENC-48 2004 ELEVATION IS 173.376 NAVD 88 HORIZONTAL: 1" = 30' VERTICAL: 1" = 30' PLANS PREPARED UNDER SUPERVISION OF DATE: 10 /1 /1 ,/► f✓ R.G.E. NO ' C054564 Bradley D. Sagef EXP.: 1'2 -2015 RECOMMENDED: J4O APPR VE /III, AA pG._. MASIHMAHER GLENN PRUIM Az 11 %q DATE DATE GRADING PLAN FOR: �� e A T OT TR DRIVE J AL V SAN DIEGUITO UNION HIGH SCHOOL DISTRICT APN 259- 320 -04, 259 - 181 -01 PLANNING CASE NO: NIA 7 ZO56'G SHEET 2 OF JsC- 0 1 1 E VIA 1 I1 1 t! 11 iF Is Conc. m — OAKCREST PARK DRIVE Asph ----------------- - -- _ &348,9 �_ \ '. x 348,4 i1 X 348,6 x 3 9,1 I x 348,6 x 348,1 I I i I x 34 9,1 l ` I t; fl 11� 11, \ e Ar ea 1 t I A - = =_ _- -_---- =------------------ - — — O PROPERTY BOUNDARY 1 — = PROPOSED 10' CONCRETE WALK - '-- - _ -- - 1 i I� I �I k _ .-"T^] "`--w, . ' ti..�_. %C` _'- -_ -�� i ty t k •tlttl ' I! 3 `:8 i\ \\;1;`;`1111 Ii ii �.i � 11 \ it itt 1� €!11111 i a ii f t l t i i i i. i .9 x 36 81 5 t \ +1 t I i3illii{I�'. II 1 I11€I:i \� 1111 �iiti iii yyYS.li I ° -. 96 131tE11.ai f f E I 11fillt U, its! 1111;111 / \ I I II i IEi li! I�i'I � I'I1 ij {II If Ekl 679 / l if illifiiiil!E. 3ia f3 I /f/ 7 ,3111 S }}it 131 {t!lii it i i'i I Ik fill J l f4 3 3 III .�1111 i'il 1 � � IESi Litt t ttif I� 1 i t I1 3 !1111 i L�f lIIIEIlIi it 76 s'r ,r F iEi -f 3i €I tN11 + lil�f i f i3 11111 �t itI I till I `�iillll; i ,Ill tillli I II: 1111!1,1 iii 1111 t EFE i i'rti €{ lEIIE1 !11111 11!,11 111111 i i i i I I i 3 11!111 ■! L q x 368,4 x13678 L I € 1 i t } I% IL LEGEND — ■ — ■— PROPOSED SILT FENCE .CCCCCOOO PROPOSED FIBER ROLLS COZI OQ INPROPOSED GRAVEL BAG ET PROTECT70N LIMITS OF WORK x 401. 0 1 1 0 15 30 60 IN / 1 inch =30 > ft. 0 x ,386 +8 J T O �� O 0 x 388 +8 \x 38T5 (fJj1f / f / / / / scurecd -A, ea 0 x8,8 O Con �\ If iijllil ll_".�¢. tli I rIi I, Ili j.. o 0 il41141111 �b E,ifill I 1 _ tt f �"} �j9 41111 <EGIEIi Iii I! '�II 11l11��j 1111 x.J CJ .f1 1i • I4t E.li l,.�YYIILI. iiiillR O III.11111 �,.I( .. 1111! 1 `4�6:1i11111 1 7 11 1 X wJ ..Iy� i '1{ IiE i 191.13, ili 5 �'�, 1111! Ilitii °°''�� 6 1111 ,� ~i iillltil Eili El � �� ` \, i'ilii')Iil ilti / O i II ti wh Ll illlltlll : !jil II ti € ti k!I t 11 1 I I i i 11 I I ii X47} ; ! O I ii i 1 , x 8, 1 1 I 77 VO 0 \I 0 / IIn l I I I I I I I -- 1i.1 i tl 1.i111 1 `11 . _ `� t � �\ t VII IlII II3I i IIit it Iif ll €lFlltiiil il LllF l l } lI}j ' E Underground Service Vert BMP PROJECT STATUS ill'lllil —. t i 1 Ft'EUit 11 p: it 1il lljil Eit 1. __ if - II1111iit A #Ill it 111 I�I�I E €(f Flal il' I f It9fii i 11111 i CY6AIWi fi i i i I L I t l l I I�j�j t�l l lit i { E i l 3' i t E I E l i r STANDARD il r- t 3 I€I,i I tii i t I i ItjE E I €€ CALL TOLL FREE j. VI ii 11111 It:Illi7il iil 1!111!! AAvv,, it i t V I I I VIII 111 E l I l i i E' €€ I I l i A 1- 800 422 -4133 i1131I141 I tti itliill7lliillillilli 1! �,- ^_'- -- i 1 illit 3i 1E "III tt illi(IIII 348,9 i!tiil!t jilIiUi i ll1li1llI1lt[1li i 1 1 X t Ii i 1 1 111'11131} ,1l1 i l €11:i1i 1 3 � t t 1 1111 l i li1t1!1. 1 �t �ti ilI1 H it, 1 lII 1A>���IAi Itti1 }1191 i I I t! I t:ll� €€ 13 i CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS ^SUII.T 3-2 -1 •lot CITY OF ENCINITAS BENCHMARK ENC-48. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: J6?c� APP E GRADING PLAN FOR: 67S BALOUR DRIVE _ i NORTHWEST CORNER OF CONCRETE DROP INLET HORIZONTAL: 1" = 30' DATE: 10///,,f ON NORTH SIDE OF SANTA FE DRIVE WEST OF AA. ./�1 q� 12056-G I INTERSTATE HIGHWAY 5 AT THE NORTHEAST '^ MASIH MAHER ~ GLENN PRUIM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT RETURN INTO SCRIPPS MEMORIAL HOSPITAL, VERTICAL: 1 "= 30' J'/ R.C.E. NO.: C054564 ENCINITAS. 2.5" BRASS DISC ENC 48 2004 2/ $ I /L / /�J APN 259- 320 -04, 259 - 181 -01 ELEVATION IS 173.376 NAVD 88 radley D. Sager EXP 12 -2015 DATE DATE PLANNING CASE NO: NIA SHEET 3 OF 3� w 0 0 J LL 0 Z O 0 W w K W I W n of a. (n Q M F C MWC 0ML, D 1 E 00 Q Jrncf.