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2014-11904 G (Plans)RIGHT OF WAY NOTE OWNER TO OBTAIN A CONSTRUCTION PER41T FROM IRE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LIMES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UdTILDY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENMAL 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 CHANFFS OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. (r�yd µard+to,tgV� 2. THE SOILS REPORT TITLED 1 <L* PR�i? CrItAJI�. gC ®6. EDUCATION FACILITY, ENCINITAS, CALIFORNIA" PREPARED BY LEIGHTON AND A OCiAIES, INC., PROJECT NO. 040535 -001, DATED FEBRUARY B 2002 AND "UPDATE GEOTECHNICAL REPORT, GRAUER SCHOOL PHASE 2 CONSTRUCTION, ENCINITAS CALIFORNIA" PREPARED BY LEIGHTON AND ASSOCIATES INC., PROJECT ND. 040535 -001, DATFr JUNE 14, 2005 SHALL BE CONSIDERED AS A PART OF THIS BUILDING PERMIT ALL GRADING SHALL BE DOE IN ACCORDANCE WITH THE RECOMMENDATIONS AND P ^rCIFICATIONS 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 MONNNT 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. B. GRADING AND EQUIPMENT OPERATING WITHIN OE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7.•30 F M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL C9#FNCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN s'-ELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR CIVIL ENGINEEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CAL' ING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROECT 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 RAVER 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 MD.11904 -6 HAS BEEN PERFORED 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 O'UEtV AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIPFCTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OE 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 APD TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL EMBANKMENTS AAD EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE_. 11 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONVI G 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 PLArEO 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 ALLUVIAE SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURRAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MBV1?4N OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE SPREAD WATER AND COMPACT THE FILU- IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRACE 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 NET 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 REFEREED 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 GUM). 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES ANG STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER.' THE CONTRACTOR IS REQUIRED TO TAKE DIE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS TIE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSO - (760) 633 -2600 G. GAS & ELECTRIC - SOGE - (760) -438 -6200 C. WATER - OMWD - (760) 632 -4209 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COAEJI BICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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. REVISIONS I APPROVED I DATE REFERENCES DATE . is EHOSIQN CONTROL 1. IN CASE EMERGENCY NOW IS REQUIRED, CONTACT DR. STUART GRAUER AT (760) 944 -6777, 24 HODS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER i 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 LNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRACED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE O 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 PR08ABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING RTUF 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 TUB 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 I P /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE D+P /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. B. 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 OR41N 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 77-E• STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. h:Pli :a'; :�217T 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 7' FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 6' FT 3, A.) AVERAGE DEPTH = VOLUME OF CUT (CFJ = 0.4 FT OF CUT AREA OF CUT (SFJ B.) AVERAGE DEPTH = VOLUME OF FILL (CF.) = 0.1 FT OF FILL AREA OF FILL (S.F.) EARTHW MW DATA: 600 CUBIC YARDS REMEDIAL 150 CUBIC YARDS EXCAVATION (CUT) 50 CUBIC YARDS EMBANKMENT (FILL) 100 CUBIC YARDS EXPORT x ESTIMATE DES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). DEPTH 6 QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION r t 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 STABILIZED TI SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC A FPOM GUTTERS AND STORMORAIN 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 CHAAEEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. .^REMOVE EXISTING VEGETATION DALY 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 LN ECESSARILY,' THEY HELP DECREASE EROSION. PT. NO. 1035 ENC -35 DESCRIPTION.' FD. WELL MONUMENT AT CENTER OF CUL -DE -SAC, EAST END OF ORANGE_ VIEW DRIVE ELEV.' 243.24 DATUM: NAVD 88 EROSION CONTROL CONT... TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLAAEEO 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 MATER3jAL 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 FLOWS AND STORMORAIN 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 FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP MOTES 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 OJ THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATLPAL STORM RUNOFF. DUMPSTERS 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 TARP:^ 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) 7114 -1195. FOR INFORMATION ON LAADFILLS 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 STORMORAIN INLETS DN 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. OLRETIt1AIN MNICIPAL WATER DISTRICT MOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 71-E DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVEN RAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS ADD DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF 77E STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE- CONSTRUCTION MEETING WITH TIE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED. CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINI" IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARP.ANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HORS PRIOR TO TIE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7, THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVAN.L PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE' 800 -227 -2500) B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION I.E., LINE CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN AFTER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIFE HYDRANTS MAY BE USED IN LIEU CF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS AS APPRRMSO BY THE DISTRICTS REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. MASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Bea \ch, CA 92075 ph 858.259.8212 1 f 858.259.4812 plsaengihccring.com HORIZONAL NIA_ FE IE BY: VERTICAL NIA pAT 9�IP17� FIJP ,. . I I•: , (�: 1 6 C M J l 13. rtJ► 15. ALL WATER SERVICES FOR IRRIGATION. MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER AFTER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR INMEDIATELY UPON INSTALLATION OF VALVES. 17. LIRE VALVES, WERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WENEVEH POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWO STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSLFE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORT. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AHG /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET WITHIN THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTY S REGIONAL STANDARD DRAWINGS NO. W -12A AND W -12B FOR VALVE WELL COVER AND VALVE WELL FRAME AND ASSEMBLY. 25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHcD ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF A' Y SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXISTING IMPERVIOUS AREA PROPOSED* IMPERVIOUS AREA NET CHANGE 9,850 SF 10,550 SF 800 SF *EXCLUDING ROOFTOPS LES MD PROPERTY LINE NEIGHBORING PROPERTY LINE PROPOSED CONTOURS EXISTING CONTOURS EXISTING EASEMENT EXISTING EDGE OF PAVEMENT CENTERLINE EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING GAS MAIN EXISTING MANHOLE DRAINAGE DIRECTION PROPOSED BUILDING PROPOSED 3" PVC PIPE PROPOSED 4" CLEANOUT EXISTING 6" PCC CURB & GUTTER EXISTING WATER SERVICE (WS -02 & WC -17) EXISTING SEWER LATERAL 0,4 0,'� RETAINING WALL PER PLAN 25 O 0 �LXC U LES& DESCRD71UN THE EASTERLY 496 FEET OF THE N.E. 114 OF THE N.E. 114 OF THE S.E. 114; AND THE N. 114 OF THE S.E. 114 OF THE N.E. 114 OF THE S.E. 114 SEC. 23 T. 13 S, R. 4 W. APJNm SITE ADDRESS 262 - 160-17 EL CAMINO REAL 6 TENNIS CLUB DRIVE ON07 PERK TTEE GRAUER FOUNDATION FOR EDUCATION 2210 ENCINITAS BLVD, STE T ENCINITAS, CA 92024 OMIERS CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR �+ ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR 77-E PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY RTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE MAIMED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPAC TI AND STABILITY W° THE SITE. DATE 2210 ENCINITAS BLVD' STE T SOILS ENSMEERS CERTIFICATE I,I4«tsae Q_Ckolg___ 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 UDR .4Y DIRECTION BETWEEN 7HE DATES ------- AND -------- 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 INCORPORATE THE GRAD PLANS AND SPECIFICATIONS. S'IGED-G RCE NO.: 7 q - EXP. DATE' ------------- LEIGHTON & ASSOCIATES�N 3934 MURPHY CANYON RD SAN DIEGO, CA 92123 (858) 292 -8030 STATEMENT OF ENGINEER OF NOW THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER 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. THE ENGINEER AGREES THAT ANY PLANCHEC:K OR REVIEW PERFORED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A POHLTr rNTTTY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BT IHL LliY OF ENCINITAS OF THE TECHINICAL SLFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO IAOEWNIFY 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 7HE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISIiD OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: I BRIAN MICHAEL AFDOLIND DATE FRCS No. 71651 Q�v �1ChAtT 4 PASCO LARET SUTTER & ASSOCIATES ti �Q2 535 N. COAST HIGHWAY 101 w m No. 71651 SOLANA BEACH CA, 92074 12/31/15 PLSA 789 MANCHESTER VICIl =MAP BUII.DING PERNnT # 14Y -1119 (T. B. #1147 -A4) NTS BMP STATUS: STANDARD AS BUMT ENQNITAS FIRE PROTECTION DIST. pLrmmm MUNICIPAL WATM DISTRICT PARKS & RECREATION PUBLIC WORKS F� ? REV WED B ' REVIEWED Y.' REVI BY: REVIEWED BY: BRIAN MICHAEL ARDOLINOO DATE � -it• R.C.E. NO. 71651 �"' t f l9/i� -- lli'f� DATE' EXP. 12 -31 -15 DATE' DATE: DATE: SIGNATURE EXP . DESIGNED BY _. DRAWN BY CHECKED- BY _ �pR ®VAIr� BMA BMA WJS PL A PREP ED UNDER THE SUPEvIISION OF RECOMMENDED JQO APPROVED �J ' - DATE _'S•21-114 BY: A4. BY: �,� U/ R.C. E. NO 71651 MASIH MAHER N PROP ! BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 / DATE: � /_�� - /L� DATE: %oLl'�_ 4 2 YEARS AFTER DATEI I _ C= OF EN AS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FOR: THE GRAUTER SCHOOL 11904 -G 01 -016 MUP /MODICOWEIA; 04 -250 MUP /MOD /CDR 17065 -G; 13 -111 MUPIMODICDP A.P.N. #262-160-171 SHEET 1 OF 5 412312014N: \Active Jobs \789 Gr3uer \789 phase 3.pro PLEA 785 �95, Q 9Z� Sr, MANCHESTER VICIl =MAP BUII.DING PERNnT # 14Y -1119 (T. B. #1147 -A4) NTS BMP STATUS: STANDARD AS BUMT ENQNITAS FIRE PROTECTION DIST. pLrmmm MUNICIPAL WATM DISTRICT PARKS & RECREATION PUBLIC WORKS F� ? REV WED B ' REVIEWED Y.' REVI BY: REVIEWED BY: BRIAN MICHAEL ARDOLINOO DATE � -it• R.C.E. NO. 71651 �"' t f l9/i� -- lli'f� DATE' EXP. 12 -31 -15 DATE' DATE: DATE: SIGNATURE EXP . DESIGNED BY _. DRAWN BY CHECKED- BY _ �pR ®VAIr� BMA BMA WJS PL A PREP ED UNDER THE SUPEvIISION OF RECOMMENDED JQO APPROVED �J ' - DATE _'S•21-114 BY: A4. BY: �,� U/ R.C. E. NO 71651 MASIH MAHER N PROP ! BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 / DATE: � /_�� - /L� DATE: %oLl'�_ 4 2 YEARS AFTER DATEI I _ C= OF EN AS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FOR: THE GRAUTER SCHOOL 11904 -G 01 -016 MUP /MODICOWEIA; 04 -250 MUP /MOD /CDR 17065 -G; 13 -111 MUPIMODICDP A.P.N. #262-160-171 SHEET 1 OF 5 412312014N: \Active Jobs \789 Gr3uer \789 phase 3.pro PLEA 785 / _i;_,�+u.3E r�� ° e ' � � � i,�'°( n �' u, f ' 1� EXISTING BUILDING. „n `t � - - - - ' � f RETAININGAWA�Y FS 40.08 �j� -- / v�T� ° �, i ,i bV�fE�R � - �° ° ° ° � +,v� t*dv- �� ;� i f I � + PER STRUCTURAL 5.5 T 1 -- ° _ Gu'A1NtC7� SFW €R (Li1iN(11, ".�..�,�., _? + .i�Qi.4G,�...: 1,. a ;� .- - t"k1 --'�;� _ H � _ 7t;I 'lf;�± i �i i �� �, DRAWINGS d� PALNBi t , s4[7.53 �±- � 1 YP s ,..-.d ....„,. ' - ° �J 2ll1.J.�i FS 14D.55 t.: x4� Gr� FS l40. � -- rP °.� ° .. ° . �� REMA ° _�.__ �•/_' -__ - -' �I -_ _._ T •�� � � ._y___i. ,r.��,� �� I%tG5 - `.�- -- �. � ,.� -- - - - -- *. � ° �L � }� � , PROPOS'EO gp 0 /CAN � �,APER�IOtIS �ET� /iY�/Y6 y1/�l,�s Sy.4l.L �T - -, � 4 . � a,�,.,., :a � -�-��� _�� a °� �� �2���- _ -� � � � Pcc c f ? � �_ � ° _.. @ 15 _ � � ° ° � � °, _ , UIt.DIIVG FF =140. - �. � _ � � � �° 'Q � .* . � / 1 .... 4r�ri�4 -.1l� __42.91 - __` -._: - � �7HF_r" �;it,f � I , , �° � ; - - - -- --s "�.. //��JJ ����//�� //�� ��yy�� '� ° �� � F' , iN : ,lrtiit PINSTALL 0" PCC ��C�(/IY� ��/Gi��� ����� ff� //f�� IFa I4G J.57: � .. � ��� ° � TI r,+ ��t(ltit 'f °�., �__.. °. 4a �5:1 dP�t�l -i^': -;'- + ,i� � FILTER FABRIC FLUSH C(1RB . ,... -, °, - . _ ° °° ° d e - ° � _ ° f ° JJ 4u1- ��i -0F __ .,� a � �:.:! __"� . � � BUILD�iJr' AND RETAIN�T , 1% - ��-, -m �� VlT/ r/ ✓���So'� /T' �� -- ' � �� ° � � � � ° . .. � ° ° a � � � ,�; r �? -�.g� : iYi� ; RAAh, A'9A. -. -- _ °��( ��� . �° � ��� -- - - -� ___.... WALLS TO BE Z /��V Vi / ✓!/V �/I °. �° .,a. _. ° '.`-ate � ° �7�1�:i�1L� - -1 :d �.'.3 i.v.. [(�T�jG') ..tee . .� b � - , -��-y_�.- �'r. .. . °�. . - -_- _- . �. ,-- A -�'.� M�'s: _.� -. -- °...,.. �� -�' _ -�._ ...-._ __ - i BY OTHERS. SCa4 ,9 .7 � _ �. i � �t , ?i ) �, �; - _ � -. '�.. «� £Yl,..tl' 1.,�:..>.a1ti`l�� �. � ..� - ','..' _...._.,.. ... `. - __'""1 �... ° a- i ° __ ei '� _. �r_������ -J � ._ 13742 �� � A;'b���. �G." . ` FG .�'7,�.3�, , �. � � A.. ° ° � _ _ Fs i4o:a ` . � ; ., ° '��:a� a�� z -° - �. � '� � «,�S � a�2. `"ti. �� �xrsrtNG ac PARKINr� r , # - �� !4 R INSTALL SUBDRAIN �. ` �' -�.._ ��.�. � \ ,� .� ° - °� °° ? � ° .. � -° .. �° �. q. L. 7. + F1r � � - "i -° .. fii. '15�.'i. .� � ;: ? ° {k@i?' �6 ." ° 'd � -'A- �_ _ ._- - � � � . ; ,;.: ; �Se•.� PLT _ _ ° ° i. , .� - � - ,. t,. I -a�� 8% �_ -- � °' :°•,'f . PER J�QILS REPORT I ° � � , � .. � � : �_ _., , -- � -- _ � � PRNATELY MAINTAINED a n �- „'� � �- � _.� ° _.° -''� ! �+ � �4 INSTALL 15 MlL HOPE �. e r � ° � °, ° - - 'r'J' iG� x� ° � �° . 7_4v �2 ,t.�MP r 5 40:36 � i � � � -a y�.� -._ a �. - _ I TION TAEATAENT ' � _1��iG. �° ° ��DRIVE LANE. � � ° � � �. � ° z - �°� a,.; � - - _. � � �F - -fir - _ (�� � LINER OR EQ. PEA �. _ � � �° a, ° , . � � a a� �.'� .., ° �- -° � g _ _ SOILS FECOMhTNOATIONS --�_ ,� .: .�" ... .... _ f. .3 it 'J� - .. � e ° n �. °.. ACING. � � .. � ° � '-� � �VAL �� �: � � o � '�- ,i9'7d, � -� i i BITTEN {j �: �' � }MOVED 6 REPLA�ED � AREA . �0 � j - _ `� � �: PER SDASD G -28 INi'TRL6 N' Ss6��riu�i ° � � r _�, �eLE aoLL,u _ I � ' SECTION A A �, .� t --�--- -3 ° -- ° a ° _ ' ° � a d ° .� ° a j� 16 � rr, ; � � - �� -- ` S78LE ENTAAI� i , ° ,� 1 � <� �. ,;� �- _� °�,. _ � � � '° � �� ° _- _ --a-- _ T FS:_140 4_: -. � ,, �� L ;ati.. �,T -- �� ° ,� ..�- ,, � :, � -, �._ . g,° ° � a ,.. � � - - - - -��� -�- . , .�, "TOLERANCE GATE" �i = ° � - �,, � _ _, � - � i INSTALL MASONRY � tr 1445 i tmt �3Ca,& ,� �_.- �'S`i%40.35 � �� �o ._ate 340.35: - -��� __.__ _.___ � .. _ -,a, ,.- a.� °� � ��`� _ .�, FETAINING WALL 1 10 TRASH ENCLOSURE NOTE: E ( /:.;'� - + ° : ° � � � , . � ° a _. - � - -?__- t�` i. : °r� ��3�, - - '�. -7 TC 137.27 � i PER STRUCTURAL THE r�ROPOSED'TRASH ENCLOSURE SHALL BE PITTED TO COMPLY 7W 3��.0 <� ��4 � + fS_140.2U . � .� G 139.45 � _ a: a � ,. , = � � m � �w 1�O.o^ �; ® = r 3 ate. � DRAWI1�i.S �� 9w 3_�' -- ____ -__ .- � _.- a �, � - �'_"`._�- FG 139.4 2.5' 15.5' TYP. __: WITH STORM !HATER BEST MANAGEMENT PF?AGTIGE REQUIREMENTS. � ",,1, ;,� ` 1 ;� °�� . 1!NuNO� �'' � � 140.25 �fSd2 0.15- : d G /�23B.�i � � ° � - - - ���.�,t�, E - - - _,� � FG 139.4 TFtF TRASt -t ENCLOSURE SHALL HA1/E AN /MPERVIOUS, NON- GOMBUSTfBLL � � i � ; � � - -'" `� � V � � '- =°- � ?I '� ' 6 "�� PVC CL 200 .: �- -', Lr CC�GOUT% PLT I � . � � } `�-. _ i � PFlOPOSED ROOF T#{ATWILL NOT ALLOW RAIN WATER TO ENTER THEENGLOS'JRE. �`�`�, ._i_ - - .� ", � � � ° ° FG 139.45 � it.`�C .O +G`1±IIt �`;'" ° F6° i �.! � FG 2 � IIIrOV ±:;. � = � "'�- .�- ,;,:�•., , -�� `G',n' ''�' � ..:FIRE SERVICE � �;�= fi = EXTS':.;� AC PARKING THE E. "`�_OSURE SHALL BE LOGKASLE APID LOCKED WHEN NDT IN USE. � � -� � � � /-°-- I � � -� ' 4 140.15 :�. L�_.L40,Y3 �' � "� �� ' -EX BACKFLOW DEVICES � - � � . __ °'� t � FG 235. INSTALL 0" PCC BUILDING FF 140.15 -� ° � FS 140.15 + � �, -� s .� 1, "' ; �',. r r T;D7 BE PROTECTED IN PLA � �� � : FILTER FABRIC FLUSF! CUA6 A BERM SHALL BF INSTALLED AT ALL OPEN/NGS TO HOLD IN ANY � � � •� FG 239.�i FG, LIQlllf>`5 THAT ESCAPE PROM THE DUMPSTER AND TO ? �- FG 138 45. * F& WALL � °" BUiLOi � � �T� ING LAWN � f �; : ° � . ` 140.15 _ h�' __84.9' TO PL 1� 2% t�REYENT ANY P OW OF STORM WATER T � �� ���" . �. , tG 45 �< ".'� � .. r'r TW 140.15 f'. i�,.. s '-'� _ ° I ( � . .. -' * * L HROU6H THE.:. � ° � � �� � , �� ��' � �, � ,; i # aY orHERS. �.E�{ri S � �� � �vsrALL �.�vlDils ` -- 1r � ii° a ° GAZEBO -L °IKE STAUCTUFE - -- FG 139.45 TRASH ENCLOSURE AREA. THE BERM GAN BE DESIf�NED ,` + � _ ' IE 136'45 ' � ,; " r � i � rrAll. �1 �. S Cl: '', + 1 - „' ° . , . !DEFERRED APPROVAL) ,, * FS 140.15 �, , TC 136.95 0 I � j Der 'R.M►S. ' ER PAFIKING WIDE AND FLAT TO ALLOW ROLUN6 OP THE DUMPSzPR i � i * * a 140.05 t ° �, �, � � T�E'iA�LS PAV IN AND OUT. A SEPARATE BUll.DlN6 PERMIT MAY BE '' � ` � F' P ° � T �- �� � - �� TALL SEWER SERVICE � 1 � � � �' INSTALL. 6" FCC CU6?B FS °140.15. ° E,' Su L � �� 136.45 �': ALL 8EA41JRAIN * /� � ' I � * t! 4. � ° � W/ =1 ' OPENINGS ��' � � � � d . � . ° / I • * * il� . _ ! ( "SOILS; EFFORT REGtUIRED POR THIS STRUCTURE. FG 139.45 l t � C "1.75 " ' -� � 136.42 , 2 ' C?lC r � � ,� �1 �- ° ° � � * * * ' t1 � �, _ � � • i � � 1 INSTALL 15 MIL hkIRE PFII�•n. Y MAIN�A7NED �„r` �`fl.. � ,'s,Ey ° �- � ff �� / . S 140.15 � � * , ,. F� 138.25 � i � � fQ. PER � � * * `1E: KF � 6 GAS SOZL�S RECONkNENDATIONS BIOFETENTION TREATMENT EX LAWN 4'L�4Y F _- � ��[_� '�` ° { Zg . 1 r`'C'C °WALK /� * � fW 24x.72 �' i4.,6� ' / rrr �F�i 135.3 � VALVE ' i+ �� AREA -_ -_ -- � a �y_ ° * 4 f FS 140.15 * e �tIAN E TO �� + �Rll N 506QPJR - .,,- _.___ -���.� ° ° . -- �.�,__._ ��-� T_sR- -_��_. � _____�� \FG 139 � V ( * * F � _ HOSEBIB JTO _� VECi �- �� - - -- �� -�5- -- - G! -.__i ,aSECTlON B B �� �w i 1� �J `` i �_ z 'N7 Or PVC QIPE ° / *�.T ° . ° a, FEMOVED,; ° * * 1� 24 `^ � � � � f �1� �- t3�- �q_��\ Lf. JF `b � ° a - FG 139.45 HATCH ,REPfESE7�TS= PRIVATELYMAINTA D �/ I f'AD= 13cf.4 1 '``\ + ---_r, 1' =10' _s 1x1.73 5W +4c1 �� �, r xislt ,4 i ° ° TREA i t i4Q.15 FS 14 5 r r` 3 6" PCG Ct W/ � �,i _ -,- v,� _.,- :l ° ° ° ° ,-�-- r `-BII�tETEN1�ZON TMENT At�A NOT TO * ., � ° * 0 135.35 �'ENINGS 10;,0` /C �I J I+ � I I '�;, i�1�' 1,� 75 -FS 139.5 `' MOf1IF1ED W�THOIiT THE PERMISSION OF ! /l * * ( _ LKWAY PROPOSED PCC WALKWAY FG 139.45 _r- �__45� 1 �`=� -r-- ,.,, ° .- ,�,CIIY��'itJI�TAS 1120 SF BASZM lI ° ,. BilriQlN6 200 e * ,,,_~ E "�` ,� t �S 1400PCC W -'�*' �,-° ' °` ,. r HAI�1-!0 FG 138.95 '`� -' �� ... - : -''- 5 -: ° . . -� - - - - °" �i ,, F, '" s ° l/ * ( TW ?i8i5,:` * �REMG ( f�G 140.05 '� - �-�. 1" < � ' =� F_ 13&. «� ** FS 240.15 �/ �'� � .�'i'` * 35:85. _ _ Ly� ; � \. %`, 1% PROPOSED BUILDING FF= 240,15 .05 FS - • r _,�,���.a..,._ -` - F'S 1 � � r� r1>:1�,. °,�' s.' 1N , *. ° .e.. r 240.25 �` , -;f�_ -135.9 i F 39:�:r L 139. + � --- b � � F i *+ * -�1 �i' � � l J, � - .45- „ - ;�R�7lu�,ET.T �� '`' � fiTC,1�,35 �� , . -� , ._�6 239:45: - a � ��� �� � � - � r * * MAS014?Y RETAINING WALL 3 ".'�_ ��� ` t�° X24'7' , ' ° ,,, • � REAffOV�?.? za,� ° G� ,y �ti 11 x' ,.125.85 "F� 134 ''� 1T� „FS 139.45° �.', ,�, � 7,.,,,, = 0 .. �% � ? �i �:' . PRIVATELY MAINTAIt�D ' ` � SEE ARCH FLANS FOR � - r � � - VAL � .�. _. .,���. , , . is ,_ °__ � ,;� -~\�� ,, ,� // t ,t.., _AND FINISH DETAIL 9 „4'.85 0" HT 6'X16" � _ - -. ---x . � i .._� ?, � �� ',. �� r S 142.85 ;"' , `¢ t�S.T- ��'R�G S ° --: / /FG 13 , 93 � PER�"'�riLZ, 51F'S'J � FS 140.25 i * � PCC FLUSH CI�tB �" _ �=;y i��S�A�.� R - B��TENTION TfE4TMENT ° . , % ;�_ --_.. �� SECTION C C ,� � � FG 239.2/ t� � ;' 3X �' RTC" -RAP � Y � � � t � _ INSutlh 4��. FAG f4..(s „� ,� _ _. -. _ .,-... * n , ... -._,�, � -� t �k'Q- Sv LS K�OQ.'� -__ � � - � F 1 � ,' PERMEABLE DI h';�TOR SDRSD � � + � ti NEW PERVIOUS � � , �., , % FS 1� 9.5' IE •236.00 ll � �,, k �.� - --. � - - � `� Fr`• D4� (YPE 2 a % =2 s� � PAVER PARKING '�o m t � � INSTALL DECORATIVE S�y�IXX�Ra�,4 � � � r= j ^� _ � PLT � FS 939.85 4.95 �� f "� � � � -= I �_ �, 1 ` t I�CO VIOUS P AVERS BY ° _ °' -� _ � uy j { __ _ �:� � � q ll r WPEPH� ©(lTLET , d8 ro _.. rL ' - � - ..� ���,� J �- CITY -- ,�' r4 ,7 °° � -a �, . ��/ ,x_23 -_ a 1 �..,� 6 PVC PIPE *? r � 1 � E� APPROVED EOtIIV �., �/� ``� `"'. � -< -- � _ r �. � ° < Y FG 134 � Ill r` �� MAMIF�ITLRERS SPECS 18" X 18" COBBLE ,', �, n� - I r � �4 r�S <r °.64= -"` -,_ � �.;° �..t ,� �� _ 0. � t * '.TC�135�85��; INSTALL WATER SERVICE i? (4 t RIP RAP AREA ���t rl FS 2 ' 25 i 6, " tN'.�f< � 2.45` � �.' a : . FG 13§ 4��' _ r_�rf ,�; � .-���: � rs 1tsL�u'1 ° �� �,. t ° � � ?. * � � FS' � +'t�� `' 1 DROUGHT TOI,ERANz � �YPI�CAL <� ^� PEAME PAVING � 2 CUBE SEATS= �. � � �� � � ����� INSTALL 12" WIDE PCC , -.� r �t � '� ,� PLANTS (TYPJ y '� ' � �•` "� � ? r• ., �`^ <T�FG _aa0�27 �� 239.95 ° � � .t ,�,.- ,;;,, �� � - 0 �, -. � � * * � LANDING ADJACENT T ' ? ! i , �,. , �.. ',,, ;' � �, 0 _. _ J�L11�Id�,hi,li ,, � ... " -,,��" ft ..,, �. � • t�' ''� � X� FG 138.95 Ir � PLANTER �l�-� ', '�'� ` 4" - 3 /P„ ,�� 1 ��ii � , � ; � , . l �3s ._ 1 , . � ,�5�`TO pLT �, r , � � � �, . � � * � .r �° a `.° � .. :- ---°`� FG 134.26 '� �- DECKING - _ �,% � � *' , *� p w * � i l � o o �� I ,_,:,. TO - „,; n , = , ,. FG 138.4 FS 1 r'`-. * * *; � *� .,;�� � TC 136.05 l ,' }t 1 � � Sao � ao �a�o �o � °0 _- ,�� � � i� � :,; , \ � � 1 ,� 4�' / �� �,,, �Dc1��o Dn�/ �-!2" - 1/2" GRAVEL _ - - -- CONCRETE lTYP.) ° ,, , ** FS !35.55 - i� � - ��- � "�`INSTAU.9, s ,.: �. �� £j 7 .. - - -_ _ • , - , f � � _ : �: HATCH REPRESENTS °PRIVATELY MAINTAINED !- � . 'A'Jt�' -. <„ , -"--- _ � r / - t'�-�. �r wr r - -,' � � r � � ° �, � BI(1RETENTION TREATMENT AREA._ NOT TO BE rl * * L ANOU�� - -- ' FS 140.15 <`, 79 ' ' , , TC 135.95 � � r � �. i7 , L � � • f=� �`� ��'''_ NAt7At4L GRADE -� �, f'!� 24 �.2 �" /' A� FS i - r 7, t 1, . i ! - ii�.!._ari��i �������`�� +� � FABRIC $aiS �I�twS ___ -- �• MDDIFIELT ,WI . THE, PERMISSION IJF' THE . N ` * * , 0 VED �`. 5 _ a � FILT �. CITY E�tE���' (120 SF BASIN) ° PC, �__ yip * FS 235 45 rs 9x5 -�� ! - war; =�a � i% �. * � , ° _ CIS 134.25 25 FS 135.2 i I� ++ �`" GRADE - - -- � PAR �,E�r�`I�,. _ -� CUr1;NEU7 1. . r \ 7FI�� Sk1F�ET * � rt'� iFf =i FG 139.45 *� �� ' _� 4 � �• * d _ - ° � ,, �s 2�4�5� � PERVIOUS PAVER DETAIL SECTION D D � E7 Tin' v rya s � 6" FVC° PIPE II * 1` I � � r ! NOT TO SCALE \ � -�, ,�'HAN, \ � %J � _ _ ,� rdcD -13 NNI,'iOLE TO �-,_ i � 1a_ - T- - �7R0! t�r7E V �� � a � -�1,� * * _ � FS'140.2D REMOVED "-,r - "-{ `� `` RAILING PER," � 3 � '' r[, ,397 %� �At#CH PLANS �. LAWN FG 138.95 * * � -Lr �, � ;, �_. �. �. _ G�� ;; rl \ r +� t4o �"� � � ° � � �. � o � *T* e FS i 0.15 � ..� - ; ^a� 4" OVERFLOW STAIJDPIPE .� \ \� ��. .- `� i-G 239.43/ � �° i °�I * * * G ..! ��95 .15 � 234 * �' +r % -_ ` � � i � i INLET W/ ATRIiMt GRATE " � - �__�__ 2ND FLOOF! WALKWAY ABOVE * -. � ;< � `'�- -, � DROUGHT TOLERANT GRAS �0�� OR �TY ° � +4J.?Y ° 1 .Lc cc ,�>>., �. -1'?; EX CURB & SIi�WALK --..� ��� �� - ,? � � FS 140.05 �" ` ' - _ ( '' � � TO BE REMOVED `�� � � � PLANTS (TYPJ APPROVED EQUIVALENT -- \ � �, , „ x4� , � _': ^..< �. � RA ING -PER AFtCH:.,PLANS ° * * *;�* t { �, � � F x� �' TC`135.3 HATCH REPRESENT � '�l . _�_ � - � f C; 139 �l5- - -� ° � � L .3.5 I _, r - - -- �- � a � � 6" OVERFLON�II�ET ° ' ' 't 5`240.': " TC 135.05 - S PRIVATELY MAINTAINED J' � 1 2 " �� �� � ` ,F6.1393 29 �° � : � � �.'� ��W/ A� I(�{ GRA � � * *t � � � FS 140. B7�7ETEtJTION 7REATI�NT AREA NOT TO BE � 1 J ��' 6" MINI 6�• *4S� INEERED SOIL � i � �. - �. FS 1134.65 MODIFIED WITHOUT TI-E PERMISSION (� THE � � +� � � �, G, 139.45 �' "� � �D.r�.45 4" SEWER �� CITY OF ENCINITAS !370 SF BASIN _ 1 � J °,, - �� ���... , �,� rr ^3H.31 f �, 5+,_c �uh`t;u2r m �. .'� �; If A� �.45 °.:,�� - -� r � FG 139.45 � '� ` --�.` ° . -. - -- ° ,E 2t11 FL00R ,WAt,KWAY A8(}1� >: � ��? TC 134.85 Q 140.15 FG.'133t � t�W PERVIOUS (� + � ���� + _ J . ..�. i `� 6 199.45/ RA7L,IIJG. PER ARCH`�,,,hl� PAVER PARKING � tI �� �� ' ��- L L t', r / � FL _`�C_'_ � �!- r�� =� -- FS 139. - a �.._ °` � .` FG,.4 :� * * FS 234.35 _'`'`�. �r. `� �,� _ �-r" � ��. � �� _._ ��; ,_ _. t , . � A "� , . , , _ � , ^' MASON�tY RETAINING WALL � * * �, � - - ',, �, '��` \ \\ - .:' �;� _ � Vii,. � s i� �, 1 I.Lr I. COPJ. /CIr - tLAla ��'' O ��. -- ^ -_.. -. L .. CONSTRUCT C -4 MASONTtY '°-- -- �` x.238, SEE ARCH PLANS FOR FINISH %cn * FS 134. I ; r � ' !� <<, , " x+ f �a �F;��,.�,4 -,_._ 5 , RETAINING WALL PER SDRSD- r ,- 139 + :g AND 'COLOR, DETAIL '$�� �,, �, -`+ rMk � i i r� a \ - rf ,._ � 1 L; °.. e F PER�lejR11.- 2. °��'f•� FG 233.75 * , �• �� t t ( _ 9q � �� -��,� ��_ i � FG , 2 �_ TW 138.5 r G ,139_I2 -�,�_ ? t ,' � � ��_ � � ._ � { 1 . i �-:' �� �, - -- ��� <: d G 9.55 PCC HEADER '�: 0" HT 6 "X16" i f J I � �� s .�- + F� 139. 136.0 ,. � TW 138.5 ° : ° ," i � ' fTYPICAL) �---� PCC FLUSH CURB ( r -�-, ( , _ ', •' i ;' �-„ .�,��: _ � 1 ,. _,..,,.15_ .,. �. -�;. PtT �. .. ..{ ;' - TW-139.35 * � ' '� _ .... ( � �' -- ".r�;�;.E lii,. i. 3i��i��r il.;, =�" :i� f .�'.` i �L x4o?� �,� �F��_3�, � �- lnz,rs FS r.�.0 _ - - ��� s � 3. G 239.. ° � l _� * EXISTING PARK,7NGJ i 1 '- --...F " -:,!, i � r , _ 139.45 a _ � s � F `� 134. ?' /��._. �° - _ � , .. `--� I 1 : � �. � �i, , �.,r,, rs __ - -- ---- -_ _ Y �--`_. � , ,FG !39.45 �,', cr,�139.45 ° FS 24 .25 FG 139.45 .95 , * * FG , 24' t t � r Jr ,, #?VC f'ERF. S LL_ " _ ::: � � :, TG �, � .. i l --_ _ - � , TW 139.15 � FS 140.25 ° ° S 140.15 FS t ; _ � - `� ' -` -'� � "; _ � � � � � `, ,. _ - - -- - - - -- - - -- -- FS 135.x, _ � ; t r .45 � , . FSa 140.25 ` . ' °,� ° ° ;. PL _ A� - .- � l l 1 ,� ..� � ��_ - f_L hJ s � _.._> - - - - -- - - - - -- _- -- F> , TG 1'33,45 J <x ,t, � �` -J� _ TW I,�.Q _�� ,, � _-__ a � EX PARKING LAMP � �- `' ,` =g ,, r,- / � - -- - fir. 2?5.9E t + �. ' I �7R' /!?G t _ , '` � -_ "SANDY�LOAMI SDIIT NO MORE HAN�5A% CL� CON 2THE MIX j TW !36.0 FS 136.0 1-' ' _'"� IE 130'.95 � ", F � TO BE F1VED Y �'TC� rt35'' �� -r "'� PLT A ° * � . 3,2.95 r� SHALL CONTAIN 50-E "' S.1ND, 20-30% COMPOST OR HARDWOORO MULCFI AND :2� N �� � � � ;� FS 236.0 G 13945 ''t 240.15 *� - "' ` FS 134.2 � ' � t t 20 -30% TOPSOIL, FRLt OF STONES, STUMPS, R001� OR SIMILAR OBJECTS r `� INSTALL FIFE ', �� �`, °. .9' T r '" I AND ALSO FREE OF NOXIOUS WEEDS. � � � HYDRANT 6" PVC CL 200 � � � �� O� „` - . FS 140.1 * +, r 1 � � v 139 -2° � �� ° ° � � �. « � -_ 1 + r %"'- --� / � �� 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 32" BUT MAY � r1 � : a FIRE SERVICE "` � , _ FG 132,95 0 * ,� �, . � r � � 1 DEEPENED 70 INCREASE THE II�ILTAATION AND STORAGE ABILIFY OF THE r r 0 'o I _ � � - r�N � '�+� � * � , r I � ( DETAIL j � i � f � � C� TW 139.15 M � f3lltLDtNG 400 � \� � 6 VEf�LOW I `E ��� � Rip � ,1 % _ l THE FFECTIVE AREA OF TFE BASIN SHALL BE LEVEL ANO SHALL 8E SIZED l 1 � .� � ��� � t � FF= 140.15 � W/ ATRIUM GRA � ,, � r ! , `"� I ,� I � � � � � � _ T_ -_ � /' `�� , , "- --._ , ; t j ! � t BASED ON CALCULATION. TYRICALLY, THE SURFACE AREA OF THE + � I 111 i rr: 9 t�.a� - - _ _ __ - � A � PAD= 13q.45 � -�-_ Tw 139. � �' � � � , � .� , �� �.�_ ; , r� ; f r� __ -_ - -_ G 13945 V � -� -- , � v � --_ � / BIORETENTION BASIN IS 4% OF Tim IhEERVI0U5 AREA DRAINING TO IT. 948.55 ... ! � - -- �,. "._ - ' '�_ � � I 1' _ � - - --- r r � �.a ✓ x`,1321. °'� r G r; ,r rtF� ' i i` i � / �,-- W �' � ��- '� � 1 -2� =' ��= � '� � r� �`` ��-, �;'3 - �' �� � I ,' ' ��" �� � j J�� ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 1 " BELOW �_ ,:�r�1'7t r . _, _ 3 . _ r r 49 , .� e ,� ti : ! � �6 VC PIPE -+ _.� � � � �� � �� � � rc 1�i5.f32 'f � '� � .. � � � .. " Ei -. .,1.�,.r_ - r, kG rte: FG 139:45 ,` TW 39.6D�t' � �u`Y�ACING � i � ;. � t' J -�- I ADJACENT FINISHED Sl�1FACE , 245.9' TO PL ti 4 15 rif ,� �' :9iP 5 +` �. ° , \ r, �� �' v -- - � � 2 �] /�� /fjf�_! FQ -- ' - z� �� � � v - � {/ � � I 1` ;'- DETAIL - LANDS�`APE BMB d � � .:a' h IiLil PW J �-V "' �- ! � .".� � t , J r �```.., t I � \\ ��` 1 ' � 4 "� _ ° `� ° � - �-_ `' '• / /// �T�-� - 4 �` .65 � SAW -CUC LIAf ��� I � I ,`� i NOT TO SCALE ° P�i ! % � r, � TW 239.15 � ° �� ._ � �. =� _�� L +: 9r, S9 � rvL �3 =34.15 � ��� �i �, �'f� -�1 1 1 � F � - SEWER - ti ��_ - _ - �T BINS 18 . � � f -` �--% I \t ( � FS �D4'�« 1 } r ° �PLT / '.. 1 Lj j � � ; w '�� PLT _ � r �. � _� ��� ° � __ _ _ _ Tw 139.65 ` g_ ; i ' , ,,. _ �_ � _ EXISTING DRNE __ �__-- ° °-- W.. � 1�� -- , r < Q� ON � \� t � � �- • °F r � - c,-- --`'i5`'�31 - - ---� � f� � ' � FS 133.65 IE 230.x'' - �,` `,[ t---,' /� ( ` FESS ---.� _ . _._ `' �� I i W >>,:� a.rr - -'- ,- �` --�:- � - "a � � a�'' =� _, -.- �.� ,: i. � °� � � 4.2 � EX .3 if `~ '� / t ,gyp ,��HAEL 4'�t ,� I , �� PLT 12B r � /� �t �Q � 90 �� PASCO LARET SUITER l TW 139.25 RET WALL ° , �,____w h � 0� � _ ~� f r t x li `��\ L ° � a � , � � �. „f � "', IJ Z &ASSOCIATES ° '`' ` PROPOSED MA, Y RETAINI G FS 134.75 ��° � - ` =:�� �--. ���- ' � � � No. 7165! o "' ,r VED Td•r',140.05 � WALL ER�e'VIL 1 -51'Yf \ � /` -� / ? ``V � '�' ^� � ' _ GRAPHIC SCALE 1 ° =10' � � . , � � <i ,^�, '�` '`` � Exp. 12/31/15 � CIVIL ENti1NEERIN6 +LAND PLANNING +LAND SURVEYING 1 1 � � � PROPOSED SCNRY RETAINSN �ly S 334.35 � 4B 6 TD -' 7W 139.65 �� �/Qj� ���/�' �� �� � • � / � i J �- t - �� WALL PER A 'CAI!„ 1 _�{'t"� DA � 5''��� ; r - � � � 1"� � 535 North highway 101, Ste A, Solana )$each, CA 92U'95 + Glt['�DIN w 25 __ f .,/ f/ FS 133.65 , . � � ( J .--1 sl CIVIC- @ h 858.259.8212 fz $58.259.4$12 lsaemm aneerimm coffi �� GAO 3� ��G ����.R���� �,�'i O� � �i %�lr � � � L �� � � � � � � } '4 P � � � � �° 1 " =10' SCALE � _ , / t �' ; r' /��?, f� r `�.. � � � ld� CAS REVISIONS APPR9VED DATE REFERENCES DATE BBTTCHIMARI� SCALE AS BUII.T oesi�r+eo er _oaawN ev cH�cKeo ev A1apR�yA� COY OF IIvCIlVTTAS ENGINEERING DEPARTS DRAWIl�TG NO. -�1fi1 1 1 PT. N0. 1035 ENC -35 PLA S PRE A D UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: /kS i� •l DESCRIPTION.° FD. WELL MONUMENT AT ' CENTER OF CUL -DE -SAC, EAST END OF HORZZONAL 1 " =10 ' 1 • DATE: .Z • 1 i BY: /(/� . /(,/. _ e, 8Y: ___� ��/ r - ORANGE VIEW DRIVE BRIAN MICHAEL ARDOLIND DATE � MASZN MAHER ,(�, GLENN P I T� GRAUER SCHOOL � �7V"P °0..T VERTICAL N/A R. C. E. N0. 71651 R.C. E. N0. 71.651 _ o __ BRIAN MICHAEL ARDOLZNO EXP. 12 -31 -15 01-016 Ml� /MOD /COP /EIA; ELEV.' 243.24 DATUM.' NAVD 88 EXP. 12 -31 -15 DATE: � � DATE: % /4 /'F 04 -250 NB.IP /MOD /COP /7065 -G; 13 -111 MUP /MOD /COP A.P.N. #262 -160 -1 SHEET 2 OF 'J-� N.' \Active Jobs \789 Grauer \789 phase 3.pro6/11/2014 PLSA 789 0or . ., * FG j40.36 41. Cr. EXISTING BUILDING INSTALL MASONRY - COLUMIN__ -FS 140.08 NA TER RETAINING WALL _P 2 Tr 14 44 "ON "N' SEWLE I-EANOUTS TYP. Eel O'.l PER SHEET 5A PALMS F9 N0�51'1' PCC' FS 140.53 FS 140.55- FS 140. TO REM INSTALL 6 CUI;B 140 r 4 PROPOSED W/ I' OPENINGS INSTALL PERVIOUS 2!� 10, O/C N '4 'i 1140t S TREE LAMP r "IANT _�f i�� �APL NEP 9 _M 15 TG BUILDING FF=140 PAVER PARKING !FS MO.. L i I SO 11 FIRF FIL TO INSTALL 0" PCC I BUILDINGS AN FLUSH CURB FG 142.31' 53 �2 iii, RAMP,_Abk 4 41 WALLS TO BE 10, BY OTHERS. 7132 f-C 137�Q B D If ? AT FAS :4 14�.?.09 LFS �140 40 7 'F'S 14 LLJf ,,FG.. 12 WALLS TO BE INTEGAATED;l� ° 4 P PLT INSTALL SL93�� LT PER SOILS PEPrRT FS 4 14 140 T" iu TW I INSTALL 15 MIL I I.-TELY MAINTAINED .� °® FS 4U. -ice PE RAMP TO BE LINER OR EQ BIORETENTION TREATMENT &1'�TI�6 AREA :j d W SOILS CO PERME4 PA V-TNr--- a a° 1 FS 140 a� Vil� VE----M� 14 rVEABLE'BOLLA G-28 14 svw at 5 JOYM 4 SECTIONA-A HG 1,4' FS Mnd Z - : ! I , , ANOU ENTRANCE 4 ------ FS "E. "TOLERANCE GA INSTALL MASOAWRY TRASH ENcLOWW'NOTE. 1 -1 �E`fl r-4 Ll Fr. 1qq 4 .. q - WHY k�l 011 3 140.20- �u Tr fq7 P7 RETAINING WALL THE PROPOSED "TRASH ENCL05URE SHALL BE FITTED To COMPLY 7 W 1� 15, 1139.6 N 3C PER SHEET 5A WITH STORM WATER BEST MANA6EMENT PRACTICE REQUIREMENTS. I A I libit-OL� F� 140.251 FG 139.4- ?.5 15.5' TYP. 1,10.15 L VC_LL am FG 139.45--\ THE TRASH ENCL05URE SHALL HAVE AN IMPERVIOU5, NON - COMBUSTIBLE '-Y) LEG COrCUST DT FG, S 14�iqw GE PROPOSED 139.45 _C `CO,�40jj)rT Lr -2 HE ENCLOSURE. m 11�? ROOF THAT WILL NOT ALLOW RAIN WATER To ENTER T FG 139.45 -5 140.15 .: -:. EXISTING AC PAF qa"v el"' BUILDING FF=140.15\ FG 135.85 THE ENOL05URE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A 64.2' TO I FS 139R5 TW Z ii l .Lii i iy.�.! � FG 13535 1NSTALL 0" PCC A BERN SHALL BE INSTALLED AT ALL OPENIN65 To HOLD IN ANY \LG 139-25 (01,10 Min €(((, F-FT1 FLUSH CLR9 ��\ z t:A HALKI-LUM DEVICAV I"" I nminc X.1TAfm&1r"k4;!! i I[ M. AIR, iM 1i � � I,.11 buVID5 THAT ESCAPE FROM THE DUH TERANDTO LAWN PC IF BE PROTECTED BY uc WALLS TO f i* 4.i.Emz 0.05 PREVENT ANY FLOW OF 5 TORN WATER THROUGH THEF G NfT��r'18 GAZEBO-LIKE STRUCIFE FS BY OTHERS. INSTALL tf INS X 5H ENCLOSURE AREA. THE BERM r TRA_ AN BE DE.516NEP (DEFERRED APPROVA j FOUADA TIO Bt WALLS TO TO 136.95 T WIDE AND FLAT TO ALLOW ROLLING OF THE DUW3TER � 1, F1 INSTALL _R IN AND OUT. A SEPARATE BUILDIN67PERMIT MAY BE Pv& 04 rLjr-- 1 135.45 139.45. 135.42 REQUIRED FOR THIS STRUCTURE I AIM� .1.7tz 10, On . ...... LA 1144 �; m Let INSIALL 10 MIL 'MMM'51 INSTALL 11 �5'� BEND W1 LINER OF? EQ. PER EX FF=140.15 1- 17' 54" DEF. CTION 4 FA fENTIi7lC` EX LAWN PLAY FIELD W 141 72 TW J41,64 j., WlPnf Mjky(,'C *NiA TO AREA 4 �,n IMF BLOCK' PRIVATELY FG BE PAD=13q.45 'A' P16MA m b INC IFE %7 FS 140.15 24 SECTRAN"B-B IMI- OF MW HATCH PEPRESEQ-PRIWELYL�A 71=10 - F 41 1 INED TW 140 15 FS 141.73 BW 14015 7EATMENT AREA NOT TO 'BE 6 CURB W/ of m MODIFIED T THE PERMISSION OF ij�F OPENINGS 10,� 01C rp IAb (120 SF Bj.UV FG 141.0 1 1 �,Jrj�_ FS 1 0.1 TF 131.44 HANDHOLE,7T PROPOSED PCC WALKWAY PROPOSED PCC WALKWAY INtAf i li'l ? 14005 4mmuvru F IP 140 LURE V LES X`,STEPPING AES ", , \1 FS 140.05� 6' SO I MASONRY �ix\ PROPOSED BUILDING FF=140.15 'e, i: 5, 4,3� �Ell, ININ� WALL Tt 135.9 SEE ARCH PLANS FDA COLOR 134 96 PER SHEET 5A 140.15 1W I i v BE AND FINISH DETAIL FS FG 139.45 f-FG 1•8,95 31,)(3' RIP-RAP jFNERGY 0" HT 61 PRIVATELY MALYTAINED FS 141.35 11 _`-VISSIPA TOR PEWSDRSD PCL rLUZV1 LUH5 SECTION C-C B-ORETENTION TREATMENT =r -14 109 '. ix IA 2 PERVIOUS I AREA 1067OLL 4 OUT 134.95 "Pe*:m PAVER PARKING INSTALL DECORATIVE u. PERVIOUS PAVERS BY PIPE Nt TO 6" PVC CL 200 ORCO AQUABRIC OR CITY FS 140.15 T LAMPFIRE SERVICE 135.6 LF APPROVED EQUIV 2 " WA TER 2 " BE001%-' `FR a, C M4NUFACTURR_-,' 18" X 18" COBBLE SERVICE I S SPECS RIP RAP AREA 16 140.17 139. FG 45 PLANTS (TYP.) IL LANDING ADJACENT TO 41 PLT 'TALL 12 WIDE PCC DROUGHT TOLERANT PCC HEADER PFRI r- RAV. Q 4 1 F8 136PW, (I YPIGAL) FG 13B 45 1E J -------- - 'To 11 W"'11 Add ifiilI I � I Pf \1 PLANTER /71 318" GRAVEL . 4 id i I BE D0V^19FnF E EX DECKING iil / I W 112ft (19 TW TC 136.05 if i CONCRETE 141 1.. TO BE REMOV4 4 S, 4_39,0 TE (TYP. A FS 135.55 12" 112" GRAVEL III III II A �9,RRI4 E Y MAINTAINED ttt FS EA AWfiftk NOT TO BE TF 31.44 TC 135.95 FILTER FABRIC --I f,_CF T11 it/ NATURAL GR40E MODIF HE CITY T, I 1PERMISSION 141 16 FG FF=140.15 Pt-,- FS 135.45 N4TURAL GRADE \ '43.42 IT T 020 SF BASIN) + EADWM45 Fq -D PERI TAlk-___�­ S ET 6" PVC PIA PERVIOUS PAVER DETAIL SECTION + CONN, FX TEMPORARY ;�xj5F�1�3925 FG 1 FS 140.1495; HANDHOLE TO If,' 141.06� F /as. BE REMOVED ............ NOT TO SCALE RAILING P\ER FG 140.7alI FG PLANS LA j TND FLOM WALKWAY ABOVE S 140,15 1 OLE 4" OVERFLOW STANDPIPE INLET W1 ATRIUM GRATE FG IN�431' RAILING PER ARCH PLANS 4 1 4 1-0 131 64STALL WATER SERVICE 2" HARDWOOD MULCH/ .......... ,Er cnm- 1-,� HT TF 130.77 DROUGHT TOLERANT GRASS COVER OR CITY 139,37 F INLET` t S: IF U I r I CURB & SIDEWALK PLANTS yP.) APPROVED EQUIVALENT R GRATE 13 FG 139 TF 15, 'FS BE REMOVED - HATCH REPRESENTS PRIVATELY MAINTAINED 24" ENGINEERED SOIL FG FG 13921 \�- , &� I , / BIBRETENTION TREATMENT AREA NOT TO BE i X SEE NOTE WAL 4" � EWER MODIFIED WITHOUT THE PERMISSIM-OF THE 1E 137.4D CITY OF ENCINITAS (37o SF BASIN) ET, CONDUTT FG 19931 Ir NEW PERVIOUS MAi RETAINING WALL RL 146�� CONCITIxtiq FS 139 -tL iAHCH PLANS FOR FINISP 11F I PAVER PARKING Izemlmt" WArLLFE_IL LLLC "'011,11OL111- OLOR DETAIL CONSTRUCT C-4 M WRAP EPAR*TE • FS G® RETAINING WALL 'Wo ---__ -• FG I N 14 FG: 4 Ij TW 138.5 Ply W FG 132.95 0" HT 6"Xi6,, FS_ A� -7 AV PWIF PCC FLUSH CURB 136.0 TW .5 45 Al s. L LTORTF �:c RIM 134.25 EXIST LD FG J _w m Norm \A\it- 136."/ 140.1 IE 130.45 ,v I Bew-"N 1:� , !: "I I zpcc F& I -URE L I / i m BIGRETENTION 'ENGINEERED SOIL" LAYER SHALL BE MIND" 24" DEEP J 1E 130. TO BE VED b7f I �1/ il 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT, THE MIX TEMPC L IF -133AS FARY PA __E�_93 Tc ia�,7,7 FG PUC EX LAW HAW 13amp PLT SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOORD MULCH. AND FS 14 z FS 135.0 6' 1E 20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, ro BEWD W1 VR 0 TO TALL FIPEJ N AND ALSO FREE OF NOXIOUS WEEDS. Il{ INS Mmq( H IYDRA Fro 139.29 BUILDIN6 400 6" OVERFLOW INLET NX 314" CRUSHED POCK LAYER STALL BE A MINIMUM OF 12" BUT MAY BE FIRE' SERVIC DIT6 140.15 DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE D 75 W cx Tpm W/ 4 X/ ATRIUM GRATE HOLE I i i B FF=/40./5 EX 12" PVC PIPE i / 7 (00 FS (q*Tp- VhLVISL 135.05 1�1 FAD=13q.45 FG I�f i- i , DETAIL TF Mi4q REM if i I " THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED TW 140. f BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE FG 132 I IC I' FV WE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. 246.5- -TO 1291.43 FL 138. 53 _4 2 SEWER, P TRENCH 4\r �,�zo NJIDU1117 -i �, Of ELEC CO; RESL43FACING ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST I` BELOW T BLFA OUT- 133 ADJACENT FINISHED SURFACE LE 138�99G L�ul"L)j ELEC CONU i F TF 129'43 SAW-CUT LINE 1�i`F.T­USE AREA FS 140.15 4 SEWER POC DETAM - LANDSC"E BAV 6 TMW 140.15 TW 140.15 FIRE SERVICE 1E 137.08 TF T3 A: FS 134.15 i 9.41'i COMPOST31 40.3 LF 'IN' 7T/ NOT TO SCALE \ Pp H1 ir 132. 78 IO LO TF 132.11 : T_� r e I1 N4 \l r INSTALL 45' PO BEND LT iC 435,43 4 FS 140. 140.15 W/ THUST BLOCK - v I TN 'A FS 133.65 1E IN 130. ;4<-� 4 TF 132.78 rn U V3 EXISTING DRIVE `_U6 �_ No. 71651 2 !A PO EX 1E 128.3 rr' INSTALL 45 BEND /0 Exp. 12/31/15 W/ THUST BLOCK A - OSED MASONRY RETAINING / / CIV I I WALL PER SEPARATE PERMIT OF C PA'-QCO CARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8222 1 fx 858.259.4812 1 plsaengineering.com PROPOSED MASONRY RETA W qT TW 140.15 If 17R, of 'Ill WALL PER SHEET 5A `Pftj FS TC 234.57 EN Immilm I= 20 30 _�Pv W 132.7E TF 132.78 GRADING 0 10 1 " -10' SCALE SHEET DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCEMARK SCAEE M BL MT A"ROVAM C= OF VINCINUAS ENGF4EERING DEPARTN[EW DRAwmGNO, NEW SHEET 2A PT. NO. 1035 ENC-35 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR. FEvlc)F- VV*1VJA(4F_ !IA -,AA U-J-9 DESCRIPTION: FD. WELL MONUMENT AT BY. HOPIZONAL I"=10' DATE. i-ANq B Y.* All ,&GENTER OF CUL-DE-SAC, EAST END OF MAZE VIEW DRIVE BRIAN MICHAEL APDOLINO DATE R. C. E. NO. . 71651 MASIH MAHER F#✓ULLNN IJHU1M THE GRAUER SCHOOL 11904-G VERTICAL NIA R.C.E. NO. 71651 BRIAN MICHAEL ARDOLINO EXP. 12-31-15 01-016 MUPIMODICOPIEIA; ELEV. 243.24 DATUM: NAVD 88 EXP. 12-31-15 DATE: DATE: g 4 04-250 tUP1MOD/CDP17065-G: 13-111 MUPIMODICDP A.P.N. #262 -160 -1 SHEET 2A OF 4 NAActive Jobs\789 Grauer\789 phase 3.PI­091412014 PLSA 78 NOTES: WT 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED &I (HORIZONTAL 1. THE MAINTENANCE OF ALL PROPOSED BMP IS WILL BE THE RESPONSIBILITY OF -- TO VERTICAL) T OR T OR ST WHEN EEPER IN h AREA: BHT IFILL AREAS THE OWNERS. THIS WILL INCLUDE ANY POST - CONSTRUCTION BMA AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY DR FIiE DEPT. NOTES B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UALESS SLOPE IS NOT SUBJECT TO FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSP- rUCTION X X°-- -� X , X X EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED OPERATIONS. "' a,•, _ .r 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRU;TED VERTICAL BY THE CITY EABINEER. I`'.,� CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1 , , 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL„ 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM MEASURES SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS DIRECTING a 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT LEVEL FOR THE GROWTH OF THE HYDR-NOSEEDED GROWTH. WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR '.' �''''' , °> I; THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUFS AND SHALL BE STORM DRAIN, MINIMIZING THE USE OF HDUSEhTlLD CLEANERS AND OTHER PROEHiCTS �` ° PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL- WEATHER 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: WHEN THEY HAVE THE POTENTIAL TO CONTRIBUIEPOLLUTANTS INTO STORM WAFER4 j AND SPILL CLEAN UP TECHNIQUES. ? I CAPABILITIES. AMENDMENT 503 2.3 X „ i DRIVING A. SEED MIX SHALL CONSIST OF NO LESS THAN, 3. THE GRADIENT FOR A FIRE APPRATUS ROADWAY, THIS GRADE SHALL NOT .!. „. .m...:... 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- 1. 20 LBS PER ACRE OF NOSE GLOVER PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN I EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIFE 2. 20 LBS PER ACRE OF ZORRO FESCUE ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH 5 "' „�.`, �` ?� " ?` ;�- �,. APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION fix'` " ,fix', �� MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE ztn` ' � (PCO, WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED 6RAVa BANS INLET `� `� ��' _I OF TRAVEL, OR EQUIVALENT, TO EIJpL4NCE TRACTION THE ENTIRE LENGTH 6. 112 L8 PER ACRE OF DIMORPHOLECA �`+ z PROTECTION P OF THE GRADE. 7. ITEMS S OE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS �1 SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH ! �, THE STnrKPILED MATERIAL. '` DETAIL THI5 SHEET ��� '` ' p I ADJACaf! PAQ ATY OISIUt3A E IVbTF WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A Pt�LIC f STREET OR RESIDENTIAL STRUCTURES. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF "" s'' -- ��' B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING - ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT PROPERTY. DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF 1 W« _ IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE THE SOIL IS SUFFICIENTLY SATURATED. • H3 = 140.15 4 PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER HYROSEEDIAG. PAD =13945 LL BE TRANSPORTED TO THE JOBSITE IN UNOPENED 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND .. " "•, .a. ., Y CQNTAINERS'DWITf HE CALIFORNIA DEPARTMENT OF F000 AND A(�RF;ULTURE ;.,, ° MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. .r .�., „ it ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED BROKEN OR j - '- l ` T, ;`' '" _ CERTIFICATION TAG ATTACHED T0, OR PRINTED ON S'AIO CONTAIF'_ri5. MALFOHJCTIONIAIG SPRZAICLER HEADS WILL BE REPLACED AS NEEDED AND IN THE (; it % "> WORK 70 10. NON PNYTO TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRDSEED SLURRY k.., _ 8ET ISSUED FOR THE PROJECT SUBM�TTE REQUIRED PERMISSION OBTAIHDOP EVEN"i THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS" r' r' AT THE DISCRETION OF THE CONTRACTOR. REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE � "% ''. .. , �� _` _ . , , ,,� , - ? ,' r t 0 ,;` � `' ALrr12TIQNAI At71E5 SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN m - 0- _' - -- �,,, 8. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE T ^- ,,, ,; € ° `` 1. EROSION CONTOL MEASURES (E.G. BODED FIBER MATRIX VEGETATIVE COVER JUTE OFFLI IF POSSIBLE UNTIL THE PROBLEM IS CORRECTED. 6d?/AY�tL EiA yNEET r;;. p a _.. CH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED �;• �r �� MATING) MUST BE IMLENENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY 6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF „' ' ``_° „ ,' - DETAIL THIS �_J ", `^ - t. '„ ©," SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS GRAVEL BAGS) MUST BE MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. L' °m °'� ' ...... X ,_..::m. 0 IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO 1+ /1 „ %'tw .w F -r °,- �L. -. 0 , `'` MUST ALSO BE FOLLOWD TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT COLLECTION AND DISCHARGE ONTO THE STREET Al�7f� INTO THE PUBLIC STORM � � r + C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATEr 16 -20 -0, WHITH 15% ;" ',�• r7:. MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER �. ;1 ': SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ` "� `_ SHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMEN U T s= `� a - OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. �` D ; 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.• 7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING � p �',` � 2. AD DIRECTLY COI�ECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA DEPARTMENT AT LEAST 48 HOURS PRIOR TO WOWING IN THE PUBLIC RIGHT OF "` HNSTALL'S1LT FENCE �, ' c A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR r� COMBINATION OF.' WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE PER DETAIL THIS SHEET r,'r (� 0 MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS ARNEAS SUCH AS ROOF 1. TRACK WALKING SLOPES STEEPER "AM S•i. AND DOUBLE PERMIT FEES. IT IS THE RESPDNSIBLIBITY THE OWNER TO KNOW �? _ " �° ROOF DRAIN. DRIVEWAY, AND STREET. 2. RIPPING AREAS THAT WILL NOT BFEa( !� USING ITEM 1 ABOVE. WHERE THE LOCATION OF THE PROPERTY LINE IS. ,� � � �` r Doti- GRAVEL BA65 `I �. 1 BAG INLN ALONG O` HT GIB B. CONDITIONING THE SOILS SO THAT IT IS SUIIABLE FOR PLANTING BY: B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTILLED U VOERGROUND, TION PER = 140.15 �t °� 0' P DETAIL -THIS SF T i. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A CAMP BUT NCT �. �� .,. D�AlL THi5 5HEET F PAD= 139 45 i a", SATURATED SEED BED. „� 9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY,..: ,„ 0 " 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT LEACHING OR CGvENING LINES. WATER IS TO MAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET `S£ ' 4, �' f SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. ',T 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ±� r H UNTIL THE 0, 10. EROSION CONTOL MEASURES (E.G. BONDED . IBER MATRIX, VEGETATIVE COVER; P OJECT S PERMANENTLYLLANDSCAPEDIOR, FOR AREA WHERE HYDROSEEDING I,. THE JU,t MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL PERMANENT LANDSCAPING UNTIL THE PROLE' IS COMPLETED AAO ALL SECt�tITY RELEASED. EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER:,,' ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM {� _ ,'` „ LEAVING SITE. MATERIALS MANAGEMENT BAP MIST ALSO BE FOLLOWED TO ENSURE =`. _. , r � f p IG CONTAu1 OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER - QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, U -- - ' ' 0" - COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE > ,„ (` )`,: 4 - -�t _ -- TOILETS OVER A PERVIOUS SURFACE. ___. _---- -.�__. _ FF- 140.15 0 ' _ HYDRANT - r:� .___� - -•. -... - -��- -- - 11. NO DIRECTLY CONNECTED It AREAS (DCIA) SHALL 8E ALLOWED. PAD- 13945, , �._ , N .. - - -- �F -�.r- EX FIRE H DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS. _ AREAS SUCH AS ROOF, ROOF DRAIN DRIVEWAY, AND STREET. LIMIT OF EX c� ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF `•,.�. `,;y FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO �,` ' ' �•> ` t� ; + PAa°. 2" WATERAMETERSW/6ATCKFLO LIMIT EX BEN � {1{1f COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM h w „ ; , ? PROP 2 5 X HT RET. WALL PER SpACE EASEMENT DRAIN SYSTE.' "• GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER _- MA I t PROPOSED BACKFLOw �vrcE POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 1, °� ✓ ,. b �� + , GRADING NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE � � �� , - - - - - - - - - - - - -- APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS +, TRASH ENCLOStiFE- - I m 6- ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF M r "� THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PER41SSSION FROM THE / + I I � .a ADJA[i:NT PROPRTY OWNER MUST BE OBTAINfL AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE / E ' ` -J °ROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND EROSION CONTROL PLAN / �14=- SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE / __ PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. SCALE: 1' =20' i Y �� EROSION CONTROL LEGEND GRAPHIC SCALE 1 " =20' 1 GRAVEL BAGS PER DETAIL A ® ®o®®®oo®®® - SILT FFNCE PER DETAIL B -X-X- 0 20 40 60 Y 3/4 MIN COARSE 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO I I EX B "WATER 4 BY 4 IN (10 BY 10 CM) THE POSTS. -k -� I f+ AGGREGATE TRENCH UPSLOPE FROM AND I INSWA�2�POVI + - FILTER ALONG THE LINE OF POSTS. I ( I r FABRIC RUNOFF TWO LAYERS OF GRAVEL BAGS � � � BA I ORIGINAL WITH ENDS OVERLAPPED GRADE �i - I BX -- GAP BETWEEN BAGS P H- ; It ° n4 / / / i-- - �- ACTS AS SPILLWAY I gig I w 1.1 MIN., UNLESS OTHERWISE - �- � � a SPECIFIED BY A SOILS ENGINEER � -� 4 IN (10 CM) SEMON A -A c� NOT TO SCALE 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE NOTE THE WIRE FENCE AND EXTEND IT : EXCAVATED SOIL. INTO THE TRENCH. CONTRACTOR TO MODFFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY �� • t a j„ _ ('j W CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE DEVICE TO SEDIMENT I I FILTER FABRIC -�- II __ WIRE / 3 QP�FESSION IS a <° � . `a / �O ZgHAEL 4 q� 4 - WIDTH AS REQUIRED }}�� r a f ® ° TO ACCOMODATE ,L/�T/ �1. G I T l V G Ir z _ , w m' No. 12/31/15 m ° ANTICIPATED TRAFFIC cc v ` r ° ® ®® ° V ° ° NOT TO SCALE 1 l a - EX FIRE TUFiNAROUD� - ° < °4® ® ° < ® a S%,q CIVIC 0�•�P I �,- _._.-- -- "/--.{ '� C."" t 19' RADIUS A I MIN• 20' MIN PASCO LARET SUITER_ i & ASSOCIATES CIVIL ENGINEERING + LAND PLANNIAG + LAND SURVEYING jDW PRO ECllON& EFLUDET2#- 17 T IL A% G ®NSTRUGT� ©N NTR4NG 535 North Highway 101, Ste A, Solana Beach, CA 92077 NOT TO SCALE ph 858.259.8212 ( f: 859.259.4812 1 plaaenglneering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESBMNAED BY DRAWN BMA BY WWJS BY A"ROVALS CITY OF ENCINMA S ENGINEERING DEPARTMENT DRAWING NO. 0• // !JP7. NO. 1035 ENC -35 EROSION CONTROL PLAN FOR: DESCRIPTION: FD. WELL MONUMENT AT PLANS PREP D UNDER THE SUPERVISION OF RECOMMENDED APPR ED CENTER OF CUL -OE -SAC, EAST END OF HORIZONAL I"=20' - II Z DATE: ( 2 %1`( 61: �"� `/�/t Y: " ..COW ORANGE VIEW DRIVE BRIAN MICHAEL ARDOLINO DATE ; - =!' MASIH MAHEA GLENN PR IN � GRAUER SCHOOL 110704 G R. C. E. NO. 71651 1 VERTICAL N/A R.C.E. NO. 71651 BRIAN MICHAEL AROOLINO ELEV.' 243.24 DATUM: NAVD 88 EXP. 12 -31 -15 EXP. 12 -31 -15 01 -016 MUP /MOD /CDP/EIA; DATE: 7/ ((e / � 4 DATE: 7/16/1¢ 04 -250 MM7P /MOD /COP /7065 -G: 13 -111 MUP /MOD /CDP A.P.N. #262 - 160 -17 SHEET 3 OF 1101 f� -'�; -� I ?�iG ?�i FfrGNNF�T \ SEvJER G(. 4NQtJTS_.. — 4 - - \ \ t i 140.'J, i G.96 -- „ f ...._ IW AN fir . m" AN7FR J .9 y1 ' G 571 f AM .. i`dfJ7Ff IG 1�! DMA NAME DMA AREA PP5T DMA RP RF* AREA 501L TYPE IMP NAME IP -1 2,531 IMP 1.0 2,531 D BIORETENTION IP -2 b71 IMP I.O b71 IF-3 3,bi7 IMP 1.0 3,b17 IF-4 bq4 IMP 1.0 (9q4 R -1 1,450 BLDG 1.0 1,450 R -2 1,482 BLDG 1.0 1,482 R -3 2,456 BLDG 1.0 2,45b BMP -I 400 BMP 0.1 40 BMP -2 120 BMP 0,1 12 BMP -3 120 BMP 0.1 12 PP -I q01 H5 OJ q0 PP -2 17b H5 U.I l8 PP -3 610 H5 0.1 bl PP -4 314 H5 O.I 31 PP -5 1,705 PP Lo 171 L -1 5,05q PLNT 0.1 50b L -2 b35 PLNT 0.1 b4 L -3 734 PLNT 0.1 73 L -4 3q3 PLNT 0.1 3q IMP SF AREA PROs ARFA TOTAL 14,018 .04 5b1 b4C ABBREVIATION LEGEND BLDG BUILDING BMP BIORETENTION AREA H5 HANDSCAPE IF IMPERVIOUS SURFACE L LANDSCAPE AREA PLNT PLANTER AREA PP PERVIOUS PAVEMENT R ROOF No. 71651 Exp. 12/31/15 PASCO LARET SUITER ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 181, Ste A. Solana Beach, CA 92875 ph 858.259.8212 1 fr 858.259.4812 (pleaengiaee =lag.com REVISIONS APPROVED DATE REFERENCES DATE BENCEMARK SCALE AS BUMT DESIGNED BY _- ORSMA BY CHEWJS BY APPROVALS /�T�'�p OF a� CIN rn A S �}7�Tr± G DEPAR1?MENT DRAWING NO. PT. NO. 1035 ENC -35 PLA PREP D UNDER THE SUPERVISION OF RECOMMENDED APPRn's /ED h/ DRAINAGE 1 MiANAGEMEcNs1T,lARE1A1�IPiL1ANN FORLi19�J oC DESCRIPTION: FD. WELL MONUMENT AT - CENTER OF CUL -DE -SAC, EAST END OF HORIZONAL 1"=10' __- �'L7 DATE: �• ZS I'� BY: AA • I Y: - ORANGE VIEW DRIVE B M HAEL ARDOLINO DATE MASIH MAHER00 GLENN PR IN THE GRADER SCHOOL 11904�•G R.C.E. NO. 71651 - -_ - VERTICAL N/A R.C.E. NO. 71651 BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 `(j 01 -016 MUP /MOD /CDP /EIA; - - _ - -- _ ELEV: 243.24 DATUM.' NAVD 88 EXP. 12 -31 -15 1/ '� DATE: ?/ G/ 4' DATE: - 04 -250 MUP 1MOD /CDP 17065 -G; 13 -111 MUP /MOD /CDP A.P.N. #262 - 160 -17 .SHEET 4 Grs 412312014N.' \Active Jobs \789 Grauer \789 phase 3.pro PLEA 789 T.O. WALL CIVIL "A" BARS PER SCHED — JC BLOCK GROUTED #4 HORIZ 0 24" OC TYP z 0 0 I .- N r SHEAR KEY WHERE REQD PER SCHED #4 CONT VOID 'His 50EET CLR 2" KEY —0" ,W„ PER SCHEDULE WALL SECTION 1' -0" WATER PROOFING PER ARCH BACKFILL AND COMPACTION PER CIVIL FINISH GRADE PER CIVIL 2 DRAINAGE PER CIVIL "C" BARS PER SCHED ONLY BACKFILL TO 75% H UNTIL OPP SIDE OF WALL BACKRLLED A 067TRNI E STD HOOK w J O w S U (!Y of w CL a' w 1. REFFANCE STRUCTURAL FOR DETAIL C OUTS, ADDITIONAL INFORMATION. RETAINING WALL SCHEDU "H" MAX 11W" "T" "A" BARS BARS "C" BARS SHEAR KEY REQUIRED 5' -0" 3' -6" —0" #4 0 16 "OC ® 16 "OC TOP /BOT (4) #4 TOP (3) #4 BOT NO 7' -6" 5' -0" 1` #6 0 16 "OC 4 ® 1611 OC TOP "OC (5) #4 TOP YES #5 ® 12 BOTT (4) #4 BOT FTAININr. WAII �� N.T.S. SKEET WATER PROOFING PER ARCH — — 2" CLR BACKFILL AND COMPACTION T . WALL PER CIVIL PER CIVIL Z V ° FINISH GRADE PER CIVIL /i/OTE./ "Al" BARS PER #4 HORIZ 0 24 #4 HORIZ EA FACE #4 ®16" ERT SHEAR KEY WHERE REQD PER SCHED #4 CONT rcm a�nCUULC WALL SECTION V .1. 11 1 1I1 J'I .11 STD HOOK NOTE: 1. REFERENCE STRUCTURAL FOR DETAIL CALLOUTS, ADDITIONAL INFORMATION. RETAINING WALL SCHEDULE "H" MAX "W" "f" "A1" BARS "A2" BARS "B" BARS "C" BARS SHEAR KEY REQUIRED 11' -0" 8' -0" 1' -6" #6 16 "OC #8 ®16 "OC #4 ® 18 "OC TOP #5 ® 16 "OC YES #6 0 9 OC BOTT TOP /BOTT '2'rwrw 1/ //Y5 wol&46� 9110411L ,/1/OT BE" LDN✓�T��/CTEO l/N7' /4 44Y TYPICAL RETAINING WALL AT BIORETENTION AREA N.T.S. miyamoto. 5151 Shoreham Place, Suite 280 San Diego, CA 92122 M11410006.00 T: (658) 457 -3001 miyamotointernational.com N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT UL51UNEDHT DRAWN BY crltGKLUUT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ZLN 7 voimp svl. AA 7 ik IS PT. NO. 1035 ENC -35 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: E —SHEET 5 DESCRIPTION: FD. WELL MONUMENT AT 3e. #� ArCENTER OF CUL —DE —SAC, EAST END OF HORIZONAL 1 " =10' 1 DATE: 7/1/14 BY: � BY: ORANGE VIEW DRIVE BRI ICHAEL ARDOLINO DATE p �p i�--� S4937 MASIH MAHER ,QjL GLENN PRUI THE G R A U E R SCHOOL - 11904-G VERTICAL N R.C.E. NO. 71651 PETER CARLSON R.C.E. N0. �C / ELEV. 243.24 DATUM: NAVD 88 EXP. 12 -31 -15 EXP. 6/30/15 DATE: /I �/�4 DATE: l oh-Of 04 -250 MUP/ /MOD /CDP/ /7065 —G; 13 -111 MUP /MOD /CDP A.P.N. #262- 160 -17 SHEET 5 OF 5 STRUCTURAL CONCRETE NOTES 1. CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI 318 AND PROJECT SPECIFICATIONS. AND AC I 3 01 LATEST EST EDITION , 2. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT LEVEL AT ALL TIMES. 3. CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN THE MORTAR MATRIX. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE FOR PRIOR TO PLACING ANY CONCRETE. 4. STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA: a. SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS. b. W/C RATIO INDICATES WATER TO CEMENTITIOUS MATERIALS RATIO. c. SEE ACI 318 -11 SECTION 3.3.2 FOR ADDITIONAL REQUIREMENTS REGARDING MAXIMUM AGGREGATE SIZE. d. AGGREGATE GRADATION OF 3/8" MAXIMUM (PEA GRAVEL) SHALL NOT BE USED WHERE FINISHED CONCRETE SURFACE IS EXPOSED TO VIEW. 5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE DESIGNED PER ACI 5.2 BY A RECOGNIZED TESTING SLAB STAMPED AND SEALED BY A LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE FOR FOR REVIEW PRIORT TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES SHALL CONSIST OF 5 SACK MINIMUM UNO. 6. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C -33 (HARDROCK). AGGREGATES IN LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C -330. 7. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE EOR. 8. PORTLAND CEMENT SHALL BE TYPE II AND SHALL CONFORM TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED. 9. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS F MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 25% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX DESIGN IS PROPORTIONED BY FIELD EXPERIENCE OR TRIAL MIXTURES. 10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94. 11. LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 12. DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI, AND CONSIST OF MASTERFLOW 713, EUCON NS GROUT, SIKA GROUT 212, OR APPROVED EQUAL. FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF PEA GRAVEL. FOR BASE PLATES LARGER THAN 6 SQUARE FEET, USE HI -FLOW GROUT OR MASTERFLOW 928. 13. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE. 14. PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION, CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000 PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS. 15. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE ACCEPTED BY EOR. 16. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, WALL OFFSETS, CHAMFERS, KERFS, DRIPS AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC. 17. PROVIDE SLEEVES FOR ALL PIPES THROUGH CONCRETE WALLS AND FOOTINGS WHERE SHOWN ON THESE DRAWINGS. CORING IS NOT PERMITTED WITHOUT PRIOR APPROVAL BY THE EOR. 18. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4" CHAMFER OR 1/2" RADIUS TOOLED EDGE, UNO. FOUNDATION AND SLAB ON GRADE NOTES 1. SEE SOIL REPORT BY ........................ ............................... LEIGHTON AND ASSOCIATES, INC. REPORT NO ............................................................................ ............................... 10635.001 DATED.......................................................................... ............................... MARCH 10, 2014 2. MINIMUM WIDTH OF CONTINUOUS FOOTINGS ................................ ............................... V -6" MINIMUM EMBEDMENT OF FOOTINGS ............................................ ............................... V -6" 3. REFERENCE APPENDIX A OF SPECIFICATIONS FOR SOIL REPORT. 4. ALLOWABLE SOIL PRESSURES FOR RETAINING WALLS ........... ............................... 2000 PSF (1/3 ALLOWABLE INCREASE FOR WIND /SEISMIC FORCES) 5. ALLOWABLE LATERAL SOIL BEARING PRESSURE PER FOOT OF DEPTH .................. 350 PSF 6. DESIGN COEFFICIENT OF FRICTION FOR SLIDING ............................ ............................... 0.35 7. ALL GRADING, FOUNDATION, AND DRAINAGE PLANS SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER UPON SUBMITTAL. A CERTIFIED LETTER BY THE GEOTECHNICAL ENGINEER IS REQUESTED STATING THAT THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT HAVE BEEN INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS PRIOR TO CONSTRUCTION. B. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS INDICATED IN THE SOIL REPORT. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE. 9. SUBSURFACE SOIL PREPARATION: A. ALL EXISTING UNDOCUMENTED FILL SHALL BE REMOVED AND RECOMPACTED. ALL TOPSOILS SHALL BE REMOVED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. B. GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING THE OVEREXCAVATION PROCESS. THE ACTUAL DEPTH OF REMOVAL WILL BE DETERMINED DURING GRADING OPERATIONS, C. OFFSITE FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 10. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT. A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 11. ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS WITH THE APPROVAL OF THE GEOTECHNICAL ENGINEER. FLOODING IS NOT PERMITTED. 12. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN STRENGTH. 13. THE DESIGN OF ALL RETAINING WALLS AND SUBTERRANEAN BUILDING WALLS INDICATED ON THESE DRAWINGS IS BASED ON DRAINED SOILS. 14. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES. REINFORCING STEEL NOTES 1. REINFORCING GRADES FOR CONCRETE OR MASONRY: A. ALL BARS EXCEPT THOSE TO BE WELDED ................. ASTM A615, GRADE 60 B. TIES AND STIRRUPS ................... ............................... ASTM A615, GRADE 60 C. ALL BARS TO BE WELDED ......... ............................... ASTM A706, GRADE 60 NOTE: ALL BARS SHALL BE DEFORMED. 2. MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF ALL REINFORCEMENT AS FOLLOWS (UNO): CONDITION MIN 28 -DAY CONC MAX MAX W/C MAX LOCATION COMP TYPE AGGREGATE RATIO SLUMP STRUCTURAL SLABS ON GRADE STRENGTH - FROM BOTTOM OF SLAB - FROM TOP OF SLAB SIZE OTHER CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR #11 BARS AND SMALLER 3/4 FOUNDATIONS 3000 PSI NWC 1 1/2" 0.55 4" a. SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS. b. W/C RATIO INDICATES WATER TO CEMENTITIOUS MATERIALS RATIO. c. SEE ACI 318 -11 SECTION 3.3.2 FOR ADDITIONAL REQUIREMENTS REGARDING MAXIMUM AGGREGATE SIZE. d. AGGREGATE GRADATION OF 3/8" MAXIMUM (PEA GRAVEL) SHALL NOT BE USED WHERE FINISHED CONCRETE SURFACE IS EXPOSED TO VIEW. 5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE DESIGNED PER ACI 5.2 BY A RECOGNIZED TESTING SLAB STAMPED AND SEALED BY A LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE FOR FOR REVIEW PRIORT TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES SHALL CONSIST OF 5 SACK MINIMUM UNO. 6. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C -33 (HARDROCK). AGGREGATES IN LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C -330. 7. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE EOR. 8. PORTLAND CEMENT SHALL BE TYPE II AND SHALL CONFORM TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED. 9. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS F MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 25% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX DESIGN IS PROPORTIONED BY FIELD EXPERIENCE OR TRIAL MIXTURES. 10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94. 11. LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 12. DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI, AND CONSIST OF MASTERFLOW 713, EUCON NS GROUT, SIKA GROUT 212, OR APPROVED EQUAL. FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF PEA GRAVEL. FOR BASE PLATES LARGER THAN 6 SQUARE FEET, USE HI -FLOW GROUT OR MASTERFLOW 928. 13. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE. 14. PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION, CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000 PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS. 15. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE ACCEPTED BY EOR. 16. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, WALL OFFSETS, CHAMFERS, KERFS, DRIPS AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC. 17. PROVIDE SLEEVES FOR ALL PIPES THROUGH CONCRETE WALLS AND FOOTINGS WHERE SHOWN ON THESE DRAWINGS. CORING IS NOT PERMITTED WITHOUT PRIOR APPROVAL BY THE EOR. 18. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4" CHAMFER OR 1/2" RADIUS TOOLED EDGE, UNO. FOUNDATION AND SLAB ON GRADE NOTES 1. SEE SOIL REPORT BY ........................ ............................... LEIGHTON AND ASSOCIATES, INC. REPORT NO ............................................................................ ............................... 10635.001 DATED.......................................................................... ............................... MARCH 10, 2014 2. MINIMUM WIDTH OF CONTINUOUS FOOTINGS ................................ ............................... V -6" MINIMUM EMBEDMENT OF FOOTINGS ............................................ ............................... V -6" 3. REFERENCE APPENDIX A OF SPECIFICATIONS FOR SOIL REPORT. 4. ALLOWABLE SOIL PRESSURES FOR RETAINING WALLS ........... ............................... 2000 PSF (1/3 ALLOWABLE INCREASE FOR WIND /SEISMIC FORCES) 5. ALLOWABLE LATERAL SOIL BEARING PRESSURE PER FOOT OF DEPTH .................. 350 PSF 6. DESIGN COEFFICIENT OF FRICTION FOR SLIDING ............................ ............................... 0.35 7. ALL GRADING, FOUNDATION, AND DRAINAGE PLANS SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER UPON SUBMITTAL. A CERTIFIED LETTER BY THE GEOTECHNICAL ENGINEER IS REQUESTED STATING THAT THE RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT HAVE BEEN INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS PRIOR TO CONSTRUCTION. B. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS INDICATED IN THE SOIL REPORT. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE. 9. SUBSURFACE SOIL PREPARATION: A. ALL EXISTING UNDOCUMENTED FILL SHALL BE REMOVED AND RECOMPACTED. ALL TOPSOILS SHALL BE REMOVED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. B. GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING THE OVEREXCAVATION PROCESS. THE ACTUAL DEPTH OF REMOVAL WILL BE DETERMINED DURING GRADING OPERATIONS, C. OFFSITE FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 10. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT. A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 11. ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS WITH THE APPROVAL OF THE GEOTECHNICAL ENGINEER. FLOODING IS NOT PERMITTED. 12. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN STRENGTH. 13. THE DESIGN OF ALL RETAINING WALLS AND SUBTERRANEAN BUILDING WALLS INDICATED ON THESE DRAWINGS IS BASED ON DRAINED SOILS. 14. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES. REINFORCING STEEL NOTES 1. REINFORCING GRADES FOR CONCRETE OR MASONRY: A. ALL BARS EXCEPT THOSE TO BE WELDED ................. ASTM A615, GRADE 60 B. TIES AND STIRRUPS ................... ............................... ASTM A615, GRADE 60 C. ALL BARS TO BE WELDED ......... ............................... ASTM A706, GRADE 60 NOTE: ALL BARS SHALL BE DEFORMED. 2. MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF ALL REINFORCEMENT AS FOLLOWS (UNO): CONDITION COVER CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED AND EXPOSED TO EARTH OR WEATHER ALL CMU UNO - #6 BARS AND LARGER - #5 BARS AND ,SMALLER 2" 1 1/2" UNEXPOSED RAISED SLABS AND WALL FACES ( #11 BARS AND SMALLER) 3/4" UNEXPOSED COLUMNS AND BEAMS 1 1/2" STRUCTURAL SLABS ON GRADE (4) #4 TOP - FROM BOTTOM OF SLAB - FROM TOP OF SLAB 2" 1 1/2" OTHER CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR #11 BARS AND SMALLER 3/4 PROVIDE THE LARGEST COVER REQUIRED FOR ALL APPLICABLE CONDITIONS. WHERE #3 STIRRUPS OR TIES ARE USED, ENSURE THAT THE COVER FOR LONGITUDINAL BARS IS ADEQUATE. 3. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE ". EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM SPACING OF 24" OC. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN POSITIONS SHOWN ON THE PLANS. DO NOT USE WOOD OR BRICK TO SUPPORT REINFORCING. 4. SPLICES IN CONTINUOUS REINFORCEMENT AS USED IN WALLS, WALL FOOTINGS, ETC., SHALL HAVE A CLASS "B" LAP (1' -6" MIN) AND THE SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5' -0" APART. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINFORCING OF BEAMS AND SLABS OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. WELDED WIRE FABRIC SHALL BE LAPPED 12" MINIMUM. 5. ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED DURING PLACEMENT OF CONCRETE. 6. BEND REINFORCING BARS COLD. 7. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. 8. DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE MAIN REINFORCING UNO. 9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE. 10. CHAIRS OR SPACERS FOR REINFORCING SHALL BE PLASTIC WHEN RESTING ON EXPOSED SURFACES. 11. WHERE LONGITUDINAL REINFORCING BARS ARE PLACED IN 2 OR MORE LAYERS, BARS IN THE UPPER LAYERS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM LAYER. 12. ALL BENDS WITHIN STIRRUPS, HOOPS, AND CROSS -TIES SHALL ENGAGE A LONGITUDINAL BAR. PROVIDE #4 SPACER BAR WHERE A LONGITUDINAL BAR IS NOT SPECIFICALLY DETAILED. CONCRETE MASONRY NOTES 1. CONCRETE MASONRY LL FOLLOWING MINIMUM 28 DAY PRISM COMPRESSIVE STRENGTHS IN ACCORDANCE WITH THE BUILDING CODE: MINIMUM NET AREA 28 DAY COMPRESSIVE STRENGTHS LOCATION f' MASONRY CONCRETE UNITS GROUT ALL CMU UNO 1500 psi 1900 psi 2000 psi 2. CONCRETE BLOCK SHALL CONFORM TO ASTM C90 MEDIUM WEIGHT. USE OF LIGHT WEIGHT BLOCK REQUIRES PRIOR WRITTEN APPROVAL BY THE EOR. 3. MORTAR SHALL BE TYPE S MORTAR. 4. VERTICAL REINFORCING SHALL BE FULL HEIGHT OF WALL AND SHALL BE BRACED AT 6' -8" MAXIMUM TO PREVENT MOVEMENT WHILE GROUTING. 5. HORIZONTAL REINFORCING SHALL BE IN BOND BEAM UNITS AND TIED SECURELY TO VERTICAL REINFORCING. 6. DOWELS, ANCHORS, AND OTHER EMBEDDED ITEMS SHALL BE TIED SECURELY IN PLACE TO PREVENT MOVEMENT WHILE GROUTING. WET SETTING OR STABBING IS NOT ALLOWED. 7. MAXIMUM GROUT LIFTS SHALL NOT EXCEED 8' -0" AND CLEANOUTS AT THE BOTTOM OF ALL CELLS SHALL BE USED UNLESS THE LIFT IS 4' -0" OR LESS. GROUT FOR EACH POUR SHALL BE STOPPED 1 1/2" BELOW THE TOP OF A BLOCK COURSE EXCEPT AT THE FINAL COURSE. ALL GROUT SHALL BE THOROUGHLY CONSOLIDATED BY VIBRATING IMMEDIATELY AFTER PLACING. SHAKING OR RODDING REBAR IS NOT ALLOWED. FILL ALL CELLS WITH GROUT. 8. BLOCK SHALL BE PLACED IN RUNNING BOND AND SHALL BE 8x8xl6 NOMINAL UNITS (UNO). WHERE BLOCK IS REQUIRED TO BE PLACED IN STACK BOND (SEE ARCH), OPEN -ENDED UNITS (I.E., "SPEED BLOCK ") SHALL BE USED. 9. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SAFETY OF LIFT HEIGHT FOR OPEN ENDED OR FIELD MODIFIED BLOCKS. 10. LAYOUT OF MASONRY BLOCK UNITS SHALL BE PER ARCHITECTURAL DRAWINGS. BLOCK MODULES /MORTAR JOINTS SHOWN ON THESE DRAWINGS ARE FOR PRESENTATION PURPOSES ONLY, AND NOT INTENDED TO SUPERCEDE ARCHITECTURAL DESIGN REQUIREMENTS. 11. PROVIDE VERTICAL CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLAN. UNLESS NOTED OTHERWISE VERTICAL CONTROL JOINTS SHALL OCCUR AT 15' -0 "OC MAXIMUM ALONG WALL LENGTH, AT FOUNDATION STEPS, FLOOR OR ROOF JOINTS, WALL HEIGHT CHANGES, AND 24" MINIMUM PAST ONE SIDE OF OPENINGS > 6' -0" WIDE, UNO ON PLANS. GENERAL NOTES 1. SEE STRUCTURAL DRAWINGS FOR ALL OTHER STRUCTURAL INFORMATION NOT SHOWN. STATEMENT OF SPECIAL INSPECTIONS 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC. 3. ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS. JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL INSPECTOR. 4. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND EOR. THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND SPECIFICATIONS. 5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE INSPECTIONS ARE PERFORMED. 6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND AT THE COMPLETION OF WORK. CONTINUOUS INSPECTION CONSISTS OF FULL -TIME INSPECTION; PERIODIC INSPECTION CONSISTS OF PART -TIME OR INTERMITTENT INSPECTION. 7. THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE. 8. SPECIAL INSPECTION NOT REQUIRED FOR RETAINING WALLS UP TO 6 FEET IN HEIGHT. CONTRACTOR TO VERIFY WITH BUILDING OFFICIAL. SOILS SUPPORTING FOUNDATIONS PERIODIC: VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY PERIODIC: VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL PERIODIC: PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS CONT: VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILLS PERIODIC: PRIOR TO PLACEMENT OF CONTROLLED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY STRUCTURAL CONCRETE PERIODIC: INSPECTION OF REINFORCING STEEL AND PLACEMENT CONT: INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE PERIODIC: VERIFY USE OF REQUIRED DESIGN MIX CONT: SAMPLING FRESH CONCRETE & PERFORMING SLUMP AND AIR CONTENT TESTS & DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS FOR STRENGTH TESTS CONT: INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES PERIODIC: INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUE PERIODIC: INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED PERIODIC: POST- INSTALLED AND ADHESIVE ANCHORS CONCRETE MASONRY (LEVEL 1) PERIODIC: PROPORTIONS OF SITE - PREPARED MORTAR AND GROUT CONT: PREPARATION OF GROUT & MORTAR SPECIMENS AND /OR PRISMS PERIODIC: VERIFICATION OF SIZE & LOCATION OF MASONRY UNITS PERIODIC: VERIFICATION OF SIZE, GRADE, TYPE AND PLACEMENT OF REINFORCING STEEL PERIODIC: VERIFICATION OF SIZE AND LOCATION OF ANCHORS OR EMBEDDED STRUCTURAL ELEMENTS INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION PERIODIC: CONSTRUCTION OF MORTAR JOINTS PERIODIC: GROUT SPACE CLEAN PRIOR TO GROUTING CONT: GROUT PLACEMENT PER CONSTRUCTION DOCUMENTS & CODE COMPLIANCE PERIODIC: COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF CONSTRUCTION DOCUMENTS & APPROVED SUBMITTALS SHALL BE VERIFIED PERIODIC: PROTECTION OF MASONRY DURING COLD WEATHER BELOW 40'F OR HOT WEATHER ABOVE 90'F PERIODIC: POST- INSTALLED ANCHORS AND REINFORCEMENT ��_ �T.O-.. WALL_ PER CIVIL "A" BARS PER SCHED - #4 HORIZ ® 24" OC TYP Z x C) "o N r 3" CLR SHEAR KEY WHERE REQD PER SCHED #4 CONT 2" KEY WIT 1' -0" WATER PROOFING PER ARCH BACKFILL AND COMPACTION o PER SOILS REPORT BY - - g - - LEIGHTON AND ASSOCIATES : r - ,y. T �- FINISH GRADE - = PER CIVIL Im DRAINAGE PER SOILS REPORT BY LEIGHTON AND ASSOCIATES "C" BARS PER SCHED ONLY BACKFILL TO 75 %- H UNTIL OPP SIDE OF WALL BACKFILLED "B" BARS PER SCHED 0 w U STD HOOK DULE NOTE: 1. REFERENCE STRUCTURAL FOR DETAIL WALL SECTION CALLOUTS, ADDITIONAL INFORMATION. RETAINING WALL SCHEDULE "H" MAX "W" T" "A" BARS "B" BARS "C" BARS SHEAR KEY REQUIRED 5' -0" S -6" l' -0" #4 0 16 "OC #4 0 16-OC (4) #4 TOP NO ° a YES W #4 HORIZ 0 24 "OCf; TOP /BOT (3) #4 BOT 7' -6" 5' -0" l' -0" #6 ® 16 "OC #4 0 16 "OC TOP "OC (5) #4 TOP YES o . ' #5 ® 12 BOTT (4) #4 BOT Uj TYPICAL RETAINING WALL N.T.S. WATER PROOFING PER ARCH 2" CLR BACKFILL AND COMPACTION PER SOILS h T . WALL- REPORT BY LEIGHTON AND ASSOCIATES Y PER CIVIL - -c) x FINISH GRADE PER CIVIL 8" CONC BLOCK •.,, \ r - FULLY GROUTED \ \� "Al" BARS PER SCHED "H" MAX "W" r "A1" BARS "A2" BARS "B" BARS "C" BARS SHEAR KEY REQUIRED � 8' -0" V -6" #4 HORIZ 0 24-OC TYP #8 0 16.00 #4 0 18 "OC TOP ° a YES W #4 HORIZ 0 24 "OCf; #6 0 9-OC BOTT TOP /BOTT EA FACE C4 RECOMMENDED APPROVED BY: BY. M MASIH MAHER a,1. GLENN PRUMM DATE: DATE: 9/Z/ 14 iI n 11904-G o . ' N Uj #4 ® 16" VERT BRIAN MICHAEL ARDOLINO DATE R.C.E. NO. 71651 EXP. 12 -31 -15 �3 BIORETENTION AREA 3 "A2" BARS V) WHERE OCCURS PER CIVIL L PER SCHED w ' a s x `51 1' -0„ I z_ 2" KEY CONT - ; 12" CONC BLOCK u TOP OF FTG SHALL , R FULLY GROUTED o I I BE LOCATED BENEATH -= TYP DRAINAGE PER ALL LAYERS OF ' SOILS REPORT BIORETENTION AREA BY LEIGHTON AND ASSOCIATES _ o „C" BARS r C) - - PER SCHED 3" CLR ONLY BACKFILL TO 75% a TYP o a H UNTIL OPP SIDE OF v "' WALL BACKFILLED SHEAR KEY WHERE "B" BARS PER SCHED REQD PER SCHED 1' -0" STD HOOK #4 CONT W•• NOTE: PER SCHEDULE 1. REFERENCE STRUCTURAL FOR DETAIL WALL SECTION CALLOUTS, ADDITIONAL INFORMATION. RETAINING WALL SCHEDULE "H" MAX "W" "T" "A1" BARS "A2" BARS "B" BARS "C" BARS SHEAR KEY REQUIRED 11' -0" 8' -0" V -6" #6 0 16.00 #8 0 16.00 #4 0 18 "OC TOP #5 0 16 "OC YES W #6 0 9-OC BOTT TOP /BOTT I 'D • TYPICAL RETAINING WALL 7 AT BIORETENTION AREA N.T.S. miyamoto. 5151 Shoreham Place, Suite 280 T: (858) 457 -3001 San Diego, CA 92122 miyamotointernational.com M11410006.00 N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT UtZ,"' NLU bT UMAWM OT `""""""'°` APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. i i W PT. NO. 1035 ENC -35 DESCRIPTION: FD. WELL MONUMENT AT CENTER OF CUL -DE -SAC, EAST END OF ORANGE VIEW DRIVE ELEV. 243.24 DATUM: NAVD 881 HORIZONAL 1 " =10' VERTICAL N� I 'D • PLANS PREPARED UNDER THE SUPERVISION OF DATE: 7/21/14 /, � S4937 PETER CARLSON R.C.E. NO. EXP. 6/30/15 RECOMMENDED APPROVED BY: BY. M MASIH MAHER a,1. GLENN PRUMM DATE: DATE: 9/Z/ 14 GRADING PLAN FOR: THE G R A U E R SCHOOL 01 -016 MUP /MOD /CDP /EIA; A.P.N. #262- 160 -17 04 -250 MU /MOD /CDP /7065 -G; 13 -111 MUP /MOD /CDP 11904-G . ' N BRIAN MICHAEL ARDOLINO DATE R.C.E. NO. 71651 EXP. 12 -31 -15 SHEET 5,�OF 5