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2017-13113 SG (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER F SCALE ENGINEERING INSPECTOR. PANELS /PLATES. BESSEMER TRUST OF CA, N.A., DREXEL TRUST PROJECT OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK MALONE AT 760) 638 -0722, CONCRETE WASHOUT 101 CALIFORNIA STREET, SUITE 2500 LEUCADiA HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE SAN FRANCISCO, CA 94111 BLVD. w ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE ,�� VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER (415) 365 -5079 i OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN 13113 -SG GENERAL NOTES BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE DESIGNATING THE WASHOUT LOCATION. SITE ADDRESS 2 62 o W DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION 1254 CANTON COURT, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS ENCINITAS, CA 92007 v ,: S21 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING 260 - 212 -37 9 s ENCINITAS DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE n 0`N°. AN APPROVED DRAINAGE FACILITY. DESCRIPTION DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3 CRUSHED ROCK AND /OR CORRUGATED STEEL LEGAL DESCRIPTION BENCHMARK SCALE ENGINEERING INSPECTOR. PANELS /PLATES. LOT 10 OF THE CITY OF ENCINITAS TRACT 10 -28 PROJECT UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE CONSTRUCTION VEHICLES CARDIFF COLLECTION, ACCORDING TO MAP LOCATION SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING �' 15926 FILED WITH THE OFFICE OF SANTA FE DR. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. ,�� VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. THE COUNTY OF RECORDER OF SAN DIEGO HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN 566 RICsHt VINCENT W. SCARPATI 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED RECOMMENDED APPRO D MASH MAHER EDWARD W. DEANS II 2/14/ I Z- 14 -/*7 DATE DATE COUNTY, CALIFORNIA ON JULY 11, 2013 13113 -SG GENERAL NOTES BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL OWNER'S CERTIFICATE CIRCUMSTANCES WHICH MAY ARISE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL DIRN FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT VEGETATION, AND BONDED FIBER MATRIX. BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND R ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. w,y 1 AND STABILITY OF THE SITE. . eL�1 y„ r THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. r^ 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, y 5 2. THE SOILS REPORT TITLED "UPDATED GEOTECHNICAL REPORT PROPOSED DEVELOPMENT OF 1254 INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CANTON COURT, (LOT 10 OF ENCINITAS TRACT MAP 10 -28), ENCINITAS, CALIFORNIA" PREPARED BY PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, LGC GEOTECHNICAL, INC. DATED 8/26/14, AND UPDATE DATED 12/05/16, PROJECT #13152 -02 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS SAN SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR EUJO ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED LAGOON 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING HELP DECREASE EROSION. DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC sz1 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND EASEMENTS. EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL TEMPORARY W VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION VICINITY MAP CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD sI--' 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE AND BIND THE SOIL. SIGNATURE: P DATE: 116 �� GRADING. TERRENCE CHUN 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. BESSEMER TRUST OF CA, N.A., DREXEL TRUST PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SOILS ENGINEER'S CERTIFICATE OR REPAIRED TO CONDITION SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR EXISTING PRIOR TO GRADING. TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. ON-SITE CONSTRUCTION MATERIAL STORAGE I, BLAKE ELLIOTT, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES ON $(26/14 AND FOR AN UPDATE ON 12/05/16 . ONE COMPLETE COPY OF ENGINEER OR A LICENSED LAND MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED SURVEYOR. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TIMES. BEEN INCORPORATED IN THE GRADING 1316NS AND SPECIFICATIONS. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY TURF /LANDSCAPED AREAS. EF- AND HEALTH STANDARDS, LAWS AND REGULATIONS. TRAINING SIGNED: :�-7017 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH AV 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO RCE NO.: 70705 OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. EXP. DATE: 06/30/17 ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN TO AN ADEQUATE IMP/BMP. WASTE MANAGEMENT JOB #: 13152 -02 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS / CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM COMPANY LGC GEOTECHNICAL, INC. SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED IS STRICTLY PROHIBITED. WITHOUT A PERMIT FROM THE CITY. 31 ADDRESS 1 CALLS IGLESIA, SUITE 200, SAN CLEMENTE, CA. 92672 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL PHONE 131 369 -6141 WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS STATEMENT OF ENGINEER OF WORK ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. g ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES THE ENGINEER'S TRADE OR IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK K THE HEREIN SHALL BE IN GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION SHALL BE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE PROVIDED STATING: "THE GRADING UNDER PERMIT INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY NO. 13113 - -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PREVENT ANY FLOW OF STORM WATER THROUGH THE' TRASH ENCLOSURE AREA. THE BERM CAN BE CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE DUMPSTERS CALL EDCO AT (760) 436 -4151. FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR SAN DIEGUITO WATER DISTRICT NOTES: CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE , r THEIR INTENDED USE. SIGNATURE: V�`v� DATE: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE VINCENT SCARPATI 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID COMPANY C & v CONSULTING, INC DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION NOTIFICATIONS ADDRESS 6 ORCHARD, LAKE FOREST, CA. 92630 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY PHONE NUMBER (949) 916 -3800 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED RCE EXPIRES 06/30/16 - BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING EARTHWORK DATA ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H 1 V PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN NOTIFICATION OF COMMENCEMENT OF WORK: MAXIMUM VERTICAL DEPTH OF CUT = 4 THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A DIEGUITO WATER DISTRICT. A. SEWERS - CSD - (760)- 633 -2770 MAXIMUM VERTICAL DEPTH OF FILL = 6 MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, N.T.S. /vim � 99 2 � > No. 3520 - \Exp. 6/30/2018 Ry �T �Ho WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY B. GAS & ELECTRIC - DIEGUITO T (760)- 438 -6200 EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 CUT = 76 C.Y. FILL = 267 C.Y. AS =BU 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH D. TELEPHONE - SBC BELL - (760)- 489 -3411 IMPORT = 191 C.Y. BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY REMEDIAL = 0 C.Y. ( 0 REMOVAL AND RECOMPACTION UNDER AND SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER MA WORK AND LEFT IN A NEAT SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. OUTSIDE OF BUILDING AREAS) AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION DI NOTE: NO OVEREXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND PHONE: (760)- 633 -2770. DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. REMEDIAL GRADING REQUIRED BMP PROJECT STATUS GRADING ORDINANCE. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED PER SOILS REPORT WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED DIEGO GAS AND ELECTRIC VAULTS. . PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT IMPERVIOUS AREA HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 8.085 SQFT CONTROL FACILITIES" ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. IMPERVIOUS AREA AFTER CONSTRUCTION: _ 13.068 SQFT 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN INCREASE IN IMPERVIOUS AREA: 4.983 SQFT RECORDED ON 1-3/ -/% THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS IMPERVIOUS AREA REPLACED: N/A SQFT AS DOC. #: X017- 00,UYRI FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PARTS. PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, 9, ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. SIGN f DATE SIGN DATE A TE SIGN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT "c "D7_ �Y: UNT.R. by: ` "tuKtu "': ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. D.R. D.K AS- "Z,7-AAA1 2191/9 DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN 566 RICsHt VINCENT W. SCARPATI PLANS PREPARED UNDER SUPERV SI N OF DATE: 121 �7 NO.: 33520 R.C.E. `�,�.�, -i- �„�- VINCE T W. SCARPATI EXP.: 06/30/2018 RECOMMENDED APPRO D MASH MAHER EDWARD W. DEANS II 2/14/ I Z- 14 -/*7 DATE DATE GRADING PLAN FOR: 1254 CANTON COURT BESSEMER TRUST OF CA, N.A., DREXEL TRUST APN #260 - 212 -37 13113 -SG DEV. REV. ENG. INSP. CITY CMG. SHEET 1 OF 5 w,y 1 eL�1 y„ r u 0 M 0 N 0 U F= w o: Oo Y 0 Q(0 z00� N rn Z L- �U) a mom z 0' b 0=� >zv 06 0°1 U co F- CONSTRUCTION NOTES: 3t�-- INSTALL 42" HIGH WOOD FENCE (�4 — INTALL PCC PAVERS CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN ( -- CONST. PCC STAIRS IN THE LOCATIONS SHOWN (D —CONSTRUCT CONSTRUCT METAL CAGE FENCE (TO MATCH EXISTING) 9(�-- INSTALL WOOD FENCE IN THE LOCATIONS SHOWN 10 CONSTRUCT RETAINING WALL PER STRUCTURAL DETAIL 1, SHEET 5. 11 INSTALL 12 "X12" NOS CATCH BASINS IN THE LOCATIONS SHOWN. @_ INSTALL 4" SDR -35 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 13 CONSTRUCT RETAINING WALL PER STRUCTURAL DETAIL 2, SHEET 5. @_ INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL BELOW. (330.50 FG, 642 SF) 36 INSTALL 6" NOS ROUND GRATE OR PER LANDSCAPE RECOMMENDATIONS. 38 INSTALL 6" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 39 /NSr1VC /.S" WIDE s1111NGESS S22rEG 17WVCV P16K aftAl.. m ONE -FOOT BERMING WILL BE PROVIDED ALONG THE PERIMETER OF EACH INDIVIDUAL LOT TO CAPTURE AND REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE BIO- RETENTION BASIN. THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE BIO- RETENTION BASIN ENSURING ALL RUNOFF IS COLLECTED AND TREATED. (WHERE OCCURS) WIDE PCC CUT -OFF WALL ram STALL 3'x3'x10" COBBLE TIE 4" PERFORATED PVC ; _ , NERGY DISSIPATOR PIPE INTO RISER 12 MIN EXISTING 18" STORM DRAIN *8" MIN. ENGINEERED SOIL SEE NOTE BELOW HEAVY DUTY 2 -3" OF 3/8" GRAVEL NON- PERMEABLE LINEf ALONG SIDES AND 3/4" CRUSHED ROCK BOTTOM AS REQUIRED BY SOILS ENGINEER. 4" PERFORATED PVC PIPE AT ACEP,�JTH PERK FORATIONS *BIORETENTION `ENGINEERED SOIL LAYER SHALL BE MINIMUM 24" DEEV RRS�IANDY LOAM SOIL MIX WITH NO MORE THAI CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOP! THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER M CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 47. OF THE IMPERVIOUS AREA D (A BIORETENTION DETAIL 1°! NTS EX. BID RETENTION MATERIAL TO BE PROP. REMOVED AND FILLED WITH WOOD FENCE STRUCTURAL FILL PROP. GRADE - P/ EX•, / / / / / / / / / / / / / / / EX. GRADE EX. BID RETENTION TO BE RELOCATED SECTION DETAIL NTS LEGEND 4" MIN. GAP FILLED SCALE, 1' =10' CONC. PORCH WITH GRAVEL (TYP.) PCC PAVERS (TYPJ PROPOSED GRADING PROPOSED CONCRETE � k PROPOSED BUILDING STRUCTURAL FILL { iI —I I =� i I — — EE-1 IlEl =1 =i STORMWATER TREATMENT FACILITY —, I— MAINTENANCE AGREEMENT PROPOSED PORCELAIN TILE (MUDSET) EXISTING CONCRETE n SECTION DETAIL - m NTS By DATE z y iy RECORDED ON AS DOC. CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 19S- IS0147' /0GA/V PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS Dlsc w cuRB RECOMMENDS APPROV 1254 CANTON COURT LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: I IZ711-7 �+ RECORD FROM: CITY OF ENCINITAS see UGHT ac 9 BESSEMER TRUST OF CA, N.A., DREXEL TRUST 13113 -SG VINCENT W. SCARPATI 1 R.C.E. NO.: 33520 MASIH MAHER EDWARD W. SANE II ELEVATION: 323.983' VERTICAL: AS SHOWN ,.... APN #260- 212 -37 DATUM: NAVD88 DEV. REV. ENG. INSP. CstY[gA/G, Z 14 �7 Z /4 /7 q kw IlI< Cc,� VINCENT W. SCARPATI EXP.:06/30/2018 DATE DATE SHEET20F5 O(D RETENTION AREA SHALL BE LEVEL AND DEPRESSED A J i MINIMUM OF 1' FROM THE 3 SURROUNDING GRADE DEEP ROOTED, DENSE DROUGHT TOLERANT PLANTING SUITABLE ? z PROPOSED i FOR WELL DRAINED SOIL PROPOSED a 5' WOOD FENCE RETAINING WALL �i ' 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED I SAND TO 1 PART" z GRAVEL I APPROVED z GRATE INLET PROPOSED i =INLET Xa RETAINING WALL P -3" ( OOD 1 1 MULCH PIPE (WHERE OCCURS) WIDE PCC CUT -OFF WALL ram STALL 3'x3'x10" COBBLE TIE 4" PERFORATED PVC ; _ , NERGY DISSIPATOR PIPE INTO RISER 12 MIN EXISTING 18" STORM DRAIN *8" MIN. ENGINEERED SOIL SEE NOTE BELOW HEAVY DUTY 2 -3" OF 3/8" GRAVEL NON- PERMEABLE LINEf ALONG SIDES AND 3/4" CRUSHED ROCK BOTTOM AS REQUIRED BY SOILS ENGINEER. 4" PERFORATED PVC PIPE AT ACEP,�JTH PERK FORATIONS *BIORETENTION `ENGINEERED SOIL LAYER SHALL BE MINIMUM 24" DEEV RRS�IANDY LOAM SOIL MIX WITH NO MORE THAI CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOP! THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER M CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 47. OF THE IMPERVIOUS AREA D (A BIORETENTION DETAIL 1°! NTS EX. BID RETENTION MATERIAL TO BE PROP. REMOVED AND FILLED WITH WOOD FENCE STRUCTURAL FILL PROP. GRADE - P/ EX•, / / / / / / / / / / / / / / / EX. GRADE EX. BID RETENTION TO BE RELOCATED SECTION DETAIL NTS LEGEND 4" MIN. GAP FILLED SCALE, 1' =10' CONC. PORCH WITH GRAVEL (TYP.) PCC PAVERS (TYPJ PROPOSED GRADING PROPOSED CONCRETE � k PROPOSED BUILDING STRUCTURAL FILL { iI —I I =� i I — — EE-1 IlEl =1 =i STORMWATER TREATMENT FACILITY —, I— MAINTENANCE AGREEMENT PROPOSED PORCELAIN TILE (MUDSET) EXISTING CONCRETE n SECTION DETAIL - m NTS By DATE z y iy RECORDED ON AS DOC. CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 19S- IS0147' /0GA/V PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS Dlsc w cuRB RECOMMENDS APPROV 1254 CANTON COURT LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: I IZ711-7 �+ RECORD FROM: CITY OF ENCINITAS see UGHT ac 9 BESSEMER TRUST OF CA, N.A., DREXEL TRUST 13113 -SG VINCENT W. SCARPATI 1 R.C.E. NO.: 33520 MASIH MAHER EDWARD W. SANE II ELEVATION: 323.983' VERTICAL: AS SHOWN ,.... APN #260- 212 -37 DATUM: NAVD88 DEV. REV. ENG. INSP. CstY[gA/G, Z 14 �7 Z /4 /7 q kw IlI< Cc,� VINCENT W. SCARPATI EXP.:06/30/2018 DATE DATE SHEET20F5 O(D EROSION CONTROL NOTES: IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CARLOS PLAIXAO AT 619 - 608 -9809 1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT. 2. EROSION CONTROL DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT APPROVAL OF THE ENGINEERING INSPECTOR OR CITY STORM WATER COMPLIANCE INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE ENGINEERING CONSTRUCTION INSPECTOR OR CITY STORM WATER COMPLIANCE INSPECTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. ALL EROSION CONTROL DEVICES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 8. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 9. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 -INCH MINIMUM AGGREGATE. IO.SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PREVENT EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 1, THE SLOPES SHALL BE STABILIZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. ii.ALL BARE SLOPES AND DISTURBED AREAS SHALL BE PLANTED AS EACH STAGE OF GRADING IS COMPLETED. SUITABLE MEASURES TO PREVENT SLOPE EROSION, INCLUDING, BUT NOT LIMITED TO, RAPID GROWING VEGETATION SUFFICIENT TO STABILIZE THE SOIL SHOULD BE INSTALLED ON ALL AREAS, AND /OR SUCH AREAS SHOULD BE MULCHED, WHILE THE PERMANENT VEGETATION COVER MATURES ENOUGH TO PROVIDE STABILITY. 12.ALL DISTURBED SURFACES SHOULD BE PREPARED AND MAINTAINED TO ESTABLISH NATIVE OR NATURALIZED PERMANENT VEGETATION COMPATIBLE WITH THE SOILS IN THE AREA. PLANTS WITH HIGH WILDLIFE VALUE SHOULD BE USED AND INVASIVE SPECIES SUCH AS PAMPAS GRASS OR FRENCH BROOM SHALL NOT BE INCORPORATED INTO THE DESIGN. MULCHING, FERTILIZING AND AN IRRIGATION SYSTEM SHOULD BE UTILIZED TO ESTABLISH THE NEW PERMANENT VEGETATION, THE TOP SOIL SHALL BE STOCKPILED AND REAPPLIED UPON COMPLETION OF GRADING ON SLOPES OF LESS THAN TWENTY FIVE PERCENT (25 %). SOIL STOCKPILES AND EXPOSED SOIL SHALL BE PROTECTED AGAINST EROSION AT ALL TIMES. 13.EQUIPMENT TO BE STORED, FUELED AND MAINTAINED ON SITE SHALL BE KEPT AWAY FROM ANY DRAINAGE COURSES. CONTRACTOR SHALL USE A DRAINAGE PAN OR DROP CLOTH TO CATCH ANY LEAKS OR SPILLS AT MINIMUM. THE CONTRACTOR SHALL DETERMINE LOCATION OF EQUIPMENT STORAGE AREA THE CONTRACTOR SHALL EXERCISE THE SAME CAUTION FOR THE MAINTENANCE AREA AS FOR FUELING. 14.EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED, MAINTENANCE SHALL INCLUDE REMOVAL OF SILT FROM BARRIERS AND SEDIMENTATION DEVICES, SEEDING OR MULCHING OF DAMAGED STABILIZED AREAS AND REPLACEMENT OR REPAIR OF WORN OR DAMAGED GEOTIDOILE FABRIC. 15.DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM. ONE HUNDRED TWENTY FIVE PERCENT (125 %) OF ALL SUPPLIES NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION IN FORTY EIGHT (48) HOURS OR LESS OF A FORECAST OF RAIN. 3' h GRAVELBAGS (TYP) 4" PVC PIPE NOTE: PROVIDE FILTER FABRIC AT OPENINGS OF INLET REFER: CALIF. STORMWATER BMP HANDBOOK — CONSTRUCTION SE -4 GRAVEL BAG CHECK DAM N.T.S. 15' MAX. SPACING BETWEEN POSTS FLOW 6" EMBEDMENT SILT FENCE NOTE — SILT FENCE TO — SILT FENCE TO BE INSTALLED ALONG LIMIT OF GRADING AS SHOWN IN PLAN VIEW. BE REMOVED UPON FINAL SITE STABILIZATION. OUGH RADE AZ I • A 31 CONSTRUCT SILT FENCE PER BMP SE -1 AND DETAIL SHEET 3 32 CONSTRUCT GRAVEL BAG CHECK DAM AT RAISED AREA DRAIN PER BMP SE -4 AND DETAIL SHEET 3 t] SCALE, 1' =10' 1 ByAS=BUILT DATEZZI /f CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT UrJbI IR.0 t5r: u oVR t$Y: " "tS Kt-u "Y: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. /IS-L3Z/ /LT /ELM✓ k Q 2/ 9 /is PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVE GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB 1254 CANTON COURT LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN SEE RZGNT DATE: 1 1771 17 ^ ^ j� // BESSEMER TRUST OF CA, N.A., DREXEL TRUST 13113 -SG RECORD FROM: CITY OF ENCINITAS ) �I VINCENT W. SCARPATI �r•T R.C.E. NO.: 33520 MASIH MAHER E DWARD W. DEANE II ELEVATION: 323.983' 4s VERTICAL: AS SHOWN APN #260-212-37 DATUM: NAVD88 DEV. REV. ENG. INSP. -2-114117 Z • /¢• /% d „xs 1K C� 4 �7 �y VINCENT W. SCARPATI EXP.: 06!30!2018 DATE DATE SHEET 3OF S I BAR D #3 1 1/2' #4 V #5 21/2' (-Ore 51 I 4 I Its (2 1/2' MIN) STIRRUP 4 TIE DETAIL BAR BENDING, STIRRUP AND TIES I_ NOTE I. 1. I_ NOTE 1. I NOTE: I. SEE CONCRETE LAP SPLICE TABLE, DETAIL 1 /8D -I I 6 I OFFSET AR DIAMETER v = rod FOR -3 THRU #6 D = ad FOR 08 THRU 4111 - m�1i��i11a I Ii► • =77 HORIZ. REINF. � 7 ALT. BEND NOTE 1 1. r NOTE 1 1- f vwla T ADDED BARS I /rT TO O MATCH VERTICAL REINFORCING HORIZ. R'.EINF. (TYP) 4.- VERTICAL EINFORCIN SPACING NOTE: I. SEE MA50NRY LAP SPLICE TABLE, DETAIL 2 /5D -1 MASONRY CORNER AND INTERSECTION 57156 SlrtlIlNC ' 10011611WiCK CA OEM CONSULTING, INC. F CIVIL ENGINEERING LAIC PLANIM & SURVETM REVISIONS APPROVED DATE AS- !�d /Gf PLAn/ 1. 317 Q 1, Z' wo z 1U Qq UIL �N w r z; CONCRETE REINFORCING; - Fy = 60 kel ° LAP SPLICE (IN.) - DEFORMED BARS #3. #4 #5 4 a ° a 4. #10 a a 16 32 39 41 69 18 ° 4 100 110 c 15 29 36 43 63 12 -61 91 101 4000 13 25 31 a 54 62 10 19 51 4 -. 4 ° d 4 4 NOTE: I. SEE CONCRETE LAP SPLICE TABLE, DETAIL 1 /8D -I I 6 I OFFSET AR DIAMETER v = rod FOR -3 THRU #6 D = ad FOR 08 THRU 4111 - m�1i��i11a I Ii► • =77 HORIZ. REINF. � 7 ALT. BEND NOTE 1 1. r NOTE 1 1- f vwla T ADDED BARS I /rT TO O MATCH VERTICAL REINFORCING HORIZ. R'.EINF. (TYP) 4.- VERTICAL EINFORCIN SPACING NOTE: I. SEE MA50NRY LAP SPLICE TABLE, DETAIL 2 /5D -1 MASONRY CORNER AND INTERSECTION 57156 SlrtlIlNC ' 10011611WiCK CA OEM CONSULTING, INC. F CIVIL ENGINEERING LAIC PLANIM & SURVETM REVISIONS APPROVED DATE AS- !�d /Gf PLAn/ 1. 317 Q 1, Z' wo z 1U Qq UIL �N w r z; CONCRETE REINFORCING; - Fy = 60 kel CONCRETE V. (psi) LAP SPLICE (IN.) - DEFORMED BARS #3. #4 #5 #6 #i #8 #3 #10 411 2500 16 32 39 41 69 18 1 55 100 110 3000 15 29 36 43 63 12 -61 91 101 4000 13 25 31 31 54 62 10 19 51 L ALL SPLICES ARE CLASS B = 13 Ib (PER IBC CH. 19) 2. •03 BARS fr = 40 kst 3. db - BAR DIAMETER SEE STRUCTURAL DETAILS FOR OTHER REQUIREMENTS 9 24 IN 'M"') LAP SPLICE I. CONCRETE (121 TENSION REINFORCEMENT CONCRETE LAP SPLICE TABLE MASONRY REINFORCING; - Fy = 60 ksi f'm = 1500psi (MIN.) LAP SPLICE (IN.) - DEFORMED BARS #3a #4 #5 % *1 #S #3 010 #II 48db 15 24 30 36 42 48 54 61 68 12db 27 36 45 54 63 12 81 91 102 I. ALL SPLICES SHALL BE 48dbUNLE55 NOTED OTHERWISE IN PLANS (PER IBC CH. 21) 2.- •03 BARS fr = 40 ksi 3. db - BAR DIAMETER SEE STRUCTURAL FOR OTHER MENTS I IN NV I l 1 v I I11Y1 TENSION REINFORCEMENT MASONRY LAP SPLICE TABLE (7 i STIRRUP AND TIE DETAIL REFERENCE DATE BENCHMARK SCALE AS -BUILT DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM ANQ LAKE HORIZONTAL: AS SHOWN SEC R1GHi RECORD FROM: CITY OF ENCINITAS MIKE SURPRENANT ELEVATION: 323.983' VERTICAL: AS SHOWN DEV. REV. ENG. INSP. DATUM:NAVD88 COMPRESSION REINFORCEMENT i COMPRESSION REINFORCEMENT 2 BAR D 05 1 1/2' #4 2= #5 2 1/2' 3 PLANS PREPARED UNDER SUPERVISION 9F DATE: //A-7//F R.C.E. NO.: S4352 ,. MIKE SU PRENA T EXP.: 06/30/2018 REINFORCING STEEL I. DEFORMED BAR REINFORCEMENT SHALL CONFORM TO THE FOLLOWING GRADES OF A57M A 615 -94: GRADE 40 - 03 AND SMALLER GRADE 60 - 04 AND LARGER 2, DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CBC SEC. 1901 4 OTHER SECTIONS ACCORDING TO APPLICATION. 3, LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL BE AS SHOWN ON SHEET SD -I, 'CONCRETE LAP SPLICE TABLE', AND NOT LESS THAN 12'. 4. LAPS AT BAR SPLICES IN MASONRY CONSTRUCTION SHALL BE AS SHOWN ON SHEET SD -I, 'MA50NRY LAP SPLICE TABLE', AND NOT LE55 THAN 48 db. 5. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERWISE FIXED N POSITION AT THE TOP AND BOTTOM AND AT INTERMEDIATE LOCATIONS, SPACED NOT GREATER THAN 192 BAR DIAMETERS (SEE DETAILS FOR OTHER REQ76). 6. WALLS, PILASTERS AND COLUMNS SHALL BE DOWELED TO THEIR SUPPORTING FOOTINGS WITH REINFORCEMENT OF THE SAME SIZE, GRADE AND SPACING AS THE VERTICAL REINFORCEMENT IN THE WALLS, PILASTERS, OR COLUMNS (UN.0) 1. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF 'BAR SUPPORT SPECIFICATIONS' AS CONTAINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE' BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRS(). 8. REINFORCING STEEL DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CR51 'MANUAL OF STANDARD PRACTICE', LATEST EDITION. 9. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING CONCRETE OR GROUT. 10, WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED, 11. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION 12, WELDING OF ALL REINFORCING STEEL TO STRUCTURAL STEEL SHALL BE LIMITED TO THOSE AREAS SPECIFICALLY SHOWN ON THE PLANS. ANY OTHER WELDING SHALL REQUIRE THE APPROVAL OF THE GOVERNING AGENCY, FIELD INSPECTOR AND STRUCTURAL ENGINEER 13. FLARE GROOVE WELDS SHALL, IN ADDITION, TO ALL SPECIFICATIONS LISTED ABOVE COMPLY WITH THE REQUIREMENTS OF THE THIRTEENTH EDITION OF THE 'MANUAL OF STEEL CONSTRUCTION - ALLOWABLE STRESS DESIGN' AS PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. CONCRETE BLOCK MASONRY 1. MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C -90 GRADE N. W/ AN ULTIMATE COMPRESSIVE STRENGTH - f'm = 1500 PSI. Z MORTAR MIX SHALL BE ONE PART CEMENT, 3 PARTS SAND, 1/4 HYDRATED LIME OR LIME PUTTY BY VOLUME* WATER CONTENT SHALL BE THE MINIMUM REQUIRED FOR WORKING CONSISTENCY! MORTAR SHALL BE TYPE 'S', UNLESS NOTED OTHERWISE. 3. GROUT MIX SHALL BE ONE PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL BY VOLUME. THE 28 DAYS ULTIMATE STRENGTH OF THE GROUT SHALL BE 2000 PSI. 4, GROUT MIX SHALL BE SOLID GROUTED, UNLE55 NOTED OTHERWISE ON PLANS. 5, CONTINUOUS DEPUTY INSPECTION 15 REQUIRED, UNLE55 NOTED OTHERWISE. 6. FIRST COURSE OF BLOCKS ABOVE OPENINGS SHALL BE LINTEL/BOND BEAM UNITS. I. MAXIMUM GROUT LIFT SHALL NOT EXCEED 4' -0' IN ONE DAY UNLESS PROPER PROCEDURES OF HIGH LIFT GROUTING OF THE GOVERNING AGENCIES ARE FOLLOWED. VIBRATE ALL GROUT LIFTS. 6. MASONRY SHALL BE CLEAN AND FREE OF ALL SUBSTANCES THAT MAY IMPAIR BOND. 9, BOND BEAM TYPE UNITS SHALL BE USED FOR ALL HORIZONTAL REINFORCING STEEL. 10. VERTICAL COLD JOINTS ARE NOT ALLOWED UNLESS NOTED OTHERWISE ON THE DRAWINGS, II. HORIZONTAL CONSTRUCTION JOINTS: WHEN GROUTING 15 STOPPED FOR ONE HOUR OR LONGER, THE GROUT POUR MUST BE STOPPED A MINIMUM 11/2 'BELOW THE TOP OF THE UPPER UNIT. 12. CONTRACTOR SHALL ADEQUATELY BRACE ALL MASONRY WALLS UNTIL FLOOR AND /OR ROOF FRAMING HAS BEEN ERECTED COMPLETELY. 13. RETAINING WALLS RESTRAINED BY WOOD FLOOR FRAMING AT THE TOP OF WALL (T.O.W.) SHALL NOT BE BACK - FILLED PRIOR TO COMPLETION OF FLOOR DIAPHRAGM INSTALLATION (SEE STRUCTURAL DETAILS OR DISCUSS W/ ENGINEER FOR RETAINING WALL DE51GN- TYPE). RETAINING WALLS RESTRAINED BY A CONCRETE DECK AT THE T.O.W. MAY BE BACKFILLED WHEN THE FOLLOWING CONDITIONS ARE MET: A. REINFORCED CONCRETE SLAB AT BOTTOM OF WALL HAS BEEN PLACED AND DOWELED INTO WALL FOOTINGS PER STRUCTURAL DETAILS (ALLOW MIN. 3 DAYS FOR SLAB TO CURE), AND B. SHORING AT THE T.O.W. HAS BEEN COMPLETELY ATTACHED TO SUPPORT THE WALL UNDER SOIL LOADING. CANTILEVERED -TYPE RETAINING WALLS ARE EXEMPT FROM THE ABOVE REQUIREMENTS PRIOR TO BACKFILLING. STRUCTURAL DESIGN REVIEWED 4 APPROVED BY E5GIL CORP. AS PC% -2501 ENGINEERING DEPARTMENT APPROVALS D: 1/0 MM ^EN2, LL ✓ APPROVED: - y_C MASIH MAHER EDWARD W. EANE II 1z I�a,r�7 -� 2-/¢•/7 DATE DATE REINFORCED CONCRETE FOUNDATIONS 1. THE MINIMUM 28 -DAY CYLINDER STRENGTH SHALL BE PER 2013 CBC TABLE 19042, AS FOLLOWS, (UNO.). CONCRETE ELEMENT f'c SLAB ON GRADE 2500 P51 CONTINUOUS FOOTINGS 2500 P51 SPREAD PAD FOOTINGS 2500 P51 PILES 4 CAISSONS 3000 PSI GRADE BEAMS 3000 PSI ALL CONCRETE REQUIRED TO BE GREATER THAN 2500 PSI SHALL HAVE SPECIAL INSPECTION PER 2013 CBC CHAPTER 11. 2. PORTLAND CEMENT SHALL CONFORM TO A5TM C 150 -94, TYPE I OR II. 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C 33 -94 AND SHALL BE AS DEFINED IN ACI 318 SECTION 33. 'A' AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C 330 -89. STRUCTURAL LIGHT WEIGHT CONCRETE SHALL HAVE A DENSITY RANGE OF 110 TO 115 PCF. 4. ADMIXTURES PER ACI 318 SECTION 3b MAY BE USED WITH PRIOR APPROVAL OF THE STRUCTURAL ENGINEER 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C 94 -94 AND PER SECT. 19 - MIXING 4 PLACING OF CONCRETE. 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL IN NONPRE5TRE55ED CAST -IN -PLACE CONCRETE SHALL BE AS FOLLOWS: LOCATION MIN. COVER (IN.) A. CAST AGAINST AND PERMANENTLY 3 EXPOSED TO EARTH B. FORMED 5UR=ACE5 EXPOSED TO EARTH OR WEATHER: Wo THROUGH #I8 BARS 2 05 BARS, 5/8 INCH WIRE, AND SMALLER 0i2 G. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: 14 AND 18 BARS II1/2 51 AND SMALLER '/4 (SLABS, WALLS, JOISTS} PRIMARY REINFORCEMENT, STIRRUPS, TIES OR SPIRALS 112 (BEAMS, GIRDERS, COLUMNS) 1. SLEEVES, PIPES AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTINGS, GRADE BEAMS, PILE CAPS OR TIE BEAMS UNLESS SHOWN IN APPROVED BY STRUCTURAL ENGINEER AND SHOWN IN STRUCTURAL DETAILS. 8. ALL SLEEVES THROUGH BEAMS, GIRDERS AND FOUNDATION WALLS SHALL BE INSTALLED AND SECURED IN POSITION PRIOR TO PLACING CONCRETE. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, SLEEVING SHALL NOT BE PERMITTED UNLE55 APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER 9. CONDUIT SHALL NOT BE PLACED IN ANY CONCRETE SLAB LESS THAN 3 -1/2' THICK IF CONDUIT IS PLACED IN CONCRETE SLAB, ITS OUTSIDE DIAMETER SHALL NOT BE GREATER THAN ONE THIRD OF THE SLAB THICKNESS. 10. ALL EXP05ED CORNERS SHALL BE CHAMFERED 3/4 INCH (UN.0) 11. FRAMING CONTRACTOR TO VERIFY LOCATION OF HOLDOWNS PRIOR TO POURING OF CONCRETE FOUNDATIONS. 12. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS, OR GROUNDS REQUIRED TO BE CAST IN THE CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. 13. ALL VERTICAL SURFACES OF CONCRETE ABOVE FINISHED GRADE SHALL BE FORMED. 14. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS DUE TO ARCHITECTURAL G.I.P. CONCRETE. 15. SLAB ON GRADE 15 NOT DESIGNED AS A STRUCTURAL DIAPHRAGM (UND.). 6. X ALL FOUNDATION CONSTRUCTION SHALL FOLLOW RECOMMENDATIONS FOUND IN THE PROJECT 5011-5 REPORT BY LGC GEOTECHNICAL 13152 -02 DATED 8 -26 -2016. -OR- ❑ NO SOILS REPORT PROVIDED FOR THIS PROJECT. MINIMUM SOILS DESIGN VALUES SHALL BE PER CBC TABLE 18062 A55F = 1,000 psf. QROFESSi SURPR��( F w S 43 Exp. 3 1 WILT * geRU c Foy ey DATE Z 9 i8 CITY OF ENCINITAS ENGINEERING DEPARTMENT MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers Businesspark Ave., Suite A San Diego, CA 92131 Tel: (858) 693 -0757 Fax: (858) 693 -0758 =■91WAITiT /1 III, Eel IN 1254 CANTON COURT 2113-SG PLANNING CASE NO: A.P.N. #260- 212 -37 SHEET 4 OF 5 U 6' CMU WALL (UJHERE OCCURS) �I\ y RETAINING WALL DETAIL X d E 8 I RETAINING WALL SCHEDULE CA5E N0. FOOTING WIDTH RETAINED HEIGPT VERT. REBAR I 2' -8" MIN. 2' -O' MAX. 15 m 16' O.G. 2 3' -0' MIN. 3' -O' MAX. 05 a 16' O.C. 3 3' -6' MIN. 4' -O' MAX. 05 6,81 O.C. 4 4' -O' MIN. 5' -O" MAX. "5 Q 8" O.C. T -0' MIN. TO DAYLIGHT L IUIDTH PER 2 1 RETAINING WALL DETAIL BUILT o a I o. d. al a I ti (E) GONG. FOOTING (WHERE OCCURS) WATERPROOFING L REPORT 5 BARS Q I6' O.C. QROf ESSl�� 2`y� SURPR � S 435 Exp. 18 * \.�KN / _e<. X d <n F �7 Ul 1 Q Ill Z_ Q F- 1 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers Businesspark Ave., Suite A San Diego, CA 92131 Tel: (858) _93-0757 Fax: (858) 693 0758 REVISIONS APPROVED DATE REFERENCE DATE BENCHMARK SCALE AS —BUILT "t "`' "t" �': "" "CT tsr: ` "t`'"t" �r: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. MS CT MS as- aurcr�ua� 1 Z/ 9//8 11 PREPA ED UNDER SUPERVISIp N OF RECOMMEND D: APPROVE GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB DATE: e,&0; ;L � %Y 13 113 -SG LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN SEC Rj(,H'( �""77T`` RECORD FROM: CITY OF ENCINITAS MIKE SURPRENANT MASIH MAHER EDWARD W. DEANE II 1254 CANTON COURT ELEVATION: 323.983' VERTICAL: AS SHOWN R.C.E. NO.: S4352 DATUM: NAVD88 DEV. REV. ENG. INSP. =tY �4 MIKE SURPR NAN � S EXR: 06/30/2 DATE DATE PLANNING PLANNING CASE NO: A.PN #260 - 212 -37 SHEET 5 OF J �