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2017-13331 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED " GEOTECHNICAL INVESTIGATION PROPOSED SINGLE - FAMILY RESIDENCE 465 ORPHEUS AVENUE ENCINITAS, CALIFORNIA" PREPARED BY SOUTHLAND GEOTECHNICAL CONSULTANTS DATED JANUARY 4, 2016, AND A " GEOTECHNICAL UPDATE LETTER FOR PROPOSED SINGLE FAMILY RESIDENCE 439 ORPHEUS AVENUE ENCINITAS, CALIFORNIA DATED MAY 16, 2016, PROJECT# 147B57 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13331 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPR )GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO. DESCRIPTION APPROVED DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ENRIQUE BELTRAN AT ( 760) 802-7073,24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE,.;DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE YCLED NON RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL SAN DIEGUITO WATER DISTRICT NOTES: REC - OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. STANDARDS COMMITTEE (WASC). POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE RECYCLING RECEPTACLES AROUND THE SITE. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE LIMITS OF THIS PROJECT. TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO HAVE TRAVELED AWAY FROM CONSTRUCTION SITE CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND WATER DISTRICT. REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO (760) 633 -2770. GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE NOTIFICATIONS BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER BIOFILTRATION AREA FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 5 . UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SERVICES. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: HYDRANTS AND SAN A. SEWERS - CSD - (760)- 633 -2770 DIEGO GAS AND ELECTRIC VAULTS. B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 TRAVELED WAYS. E. CABLE TV -COX COMMUNICATIONS - (760) - 806 -9809 X -2233 WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. DEPARTMENT OF ENVIRONMENTAL FIELD OPERATIONS HEALTH BENCHMARK DESCRIPTION: "ENC -025" LOCATION: AT THE INTERSECTION OF SOUTH EL PORTAL STREET AND LA MESA AVENUE RECORD FROM: CITY OF ENCINITAS ELEVATION: 60.601 DATUM: NAVD88 SCALE HORIZONTAL: NONE VERTICAL: NONE (�//4//,1 SIGN DATE AS -BUILT RANDY R. BROWN OWNER ENRIQUE BELTRAN 534 SHANAS LANE ENCINITAS, CA. 92024 PHONE: 760- 802 -7073 SITE ADDRESS 439 ORPHEUS AVENUE ENCINITAS, CA. 92024 APN 256 -314-38 LEGAL DESCRIPTION THE S'LY 60.00 FEET OF ALL PORTION OF LOT 1 IN BLK'W.OF SEASIDE GARDEN ANNEX, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 1801, FILED IN THE OFFICE OF SAID COUNTY RECORDER, AUGUST 6, 1924. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY�Q4 INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVA R PERTY OR PUBLIC EASEMENTS. SIGNATURE: �9 DATE: ®l ENRI UE ELTRAN SOILS ENGINEER'S CERTIFICATE I,JDgErN SiQTWCALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 4, 2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: 61s. NO.: 2f8 EXP. DATE: /2 3/ 2617 l �l� JOB #:147B57 COMPANY: SOUTHLAND GEOTECHNICAL CONSULTANTS ADDRESS: 1465E. LEXINTONA AV6. , UNIT 7A EL CAJON, CA. 92019 PHONE: 619 - 442 -8022 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISIN OUT OF THEW RK PERFORMED BY THE ENGINEER. r / SIGNATURE\ <. ®� ' DATE: c q RAWY R. BROWN COMPANY: SOWARDS AND BROWN ENGINEERING, INC. ADDRESS: 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA. 92007 PHONE NUMBER: 760 - 436 -8500 RCE EXPIRES 6 -30 -18 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = S H : 13'V MAXIMUM VERTICAL DEPTH OF CUT = 4.0' MAXIMUM VERTICAL DEPTH OF FILL = 0.5' CUT = 740 C.Y. FILL = 20 C.Y. EXPORT = 720 C.Y. REMEDIAL = 580 C.Y. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: - 0 - SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 7,221 SQFT INCREASE IN IMPERVIOUS AREA: 7,221 SOFT IMPERVIOUS AREA REPLACED: -0- SOFT QPpFESS /p� LEGEND STANDARD /NOTES SYMBOL PROPERTY BOUNDARY - -- ---- DIRECTION OF FLOW R/W RIGHT OF WAY EXISTING CONTOUR - 15 - -- PROPOSED CONTOUR 118 EXISTING ELEVATION X 1155 NEW ELEVATION 11 GRAVEL /LANDSCAPE SWALE (BY'NDS) PAD ELEVATION 148.5 FINISH FLOOR F.F. 148.2 PERVIOUS PAVERS LLLLLLLLLLLLLLLLL LLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLLL DAYLIGHT LINE DIRECTION OF FLOW 6" PVC STORM DRAIN PIPE - - - - - - - - 12" SQUARE DRAIN INLET (BY'NDS') - - - - - - 8" ATRIUM GRATE (BY'NDS) - - - - -- CONCRETE DRIVEWAY NEW WATER SERVICE W BIOFILTRATION AREA PCC DRIVEWAY (G -14A) SITE WALL MASONRY RETAINING WALL I BMP PROJECT STATUS w¢ No.36190 m STANDARD Exp. 6 /30/18 sTgr C I V I C F OF CALIF PLANNING AND BUILDING I PARKS AND RECREATION DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT nATF SIGN DATE SIGN DAT SIGN GN DATE PLANS PREPARED UNDER SUPERVISION OF j DATE: 6 -09 -17 r L ,✓ v R.C.E. NO.: 36190 RANDY R. BROWN EXP.: 6 -30 -18 ENGINEERING DIVISION APPROVALS REC MMENDED: APPROVED: JESSf OWENS DATE �^ DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DING PLAN FOR: BELTRAN RESIDENCE 13331 -G 439 ORPHEUS AVENUE APN : 256- 314 -38 VNING,CASE NO: 16 -162 CDP SHEET 1 OF 5 JOB No. 15 -064 REV DATE 06 -09 -17 m m LL 0 L" S ]N wm W- ']a wwo ww ?Qw N ZJW O oar � ZUm e J�LL ]WLL m z n o ¢ w UNU 0 cn Q ww 0O Qa r a cn W ORPHEUS EVENUE +/ -14' +/- o I . 15'+1- i:J EXIST NG GRADE 6 "x16" PCC FLUSH CURB o o Q. VARIES VARIES J I 0 EXIST AC PAVEMENT _V & BASE TO REMAIN ORPHEUS AVENUE 10' CROSS SECTION N.T.S. A ti �g Ci �2 W� 2Q 4' MAX. HIGH MASONTY RET. WALL PER SHEET 5 1 PERMEABLE PAVERS SEE SECTION 'A, ABOVE I � 2' WIDE GRAVEL SWALE h I EXIST. AC L PAVEMENT BI0FIL7RA77ON STORM WATER TREATMENT N CRUSHED ROCK 3, U. 4" DIA PERFORATED PIPE NOTE. BI0FILTRA77ON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CON7ENT 7HE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL TYPICAL BIOFILTRATION BASIN 6' HIGH MAX. WOOD FENCE PER LANDSCAPE PLANS v� v h N.T.S. MASONTY RET. WALL PER SHEET 5 "AQUA -VIA" PERMEABLE PAVERS BY ACKER STONE WITH 1 -112" MIN THICK OF ASTM No. 8 AGGREGATE OVER 4" THICK ASTM No. 57 STONE OPEN GRADED BASE & SIDES OF SUB BASE UNDER /BEYOND FLUSH CURB OVER 6" MIN. THICK ASTM No. 2 STONE BASE OR APPROVED EQUAL. 24" THICK ENGINEERED SOIL SEE NOTE BELOW 2" THICK 318" GRAVEL 12" THICK 314" CRUSHED ROCK EXIST GRADE TO OVERFLOW RISER. 12" SQ. CONC. BOX AROUND CATCH BASIN o CATCH BASIN WITH STEEL GRATE BY 3 'BROOKS'-OR APPROVED EQUAL. O 2 O O O LO 3 it m 4" DIA PERFORATED PIPE NOTE. BI0FILTRA77ON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CON7ENT 7HE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL TYPICAL BIOFILTRATION BASIN 6' HIGH MAX. WOOD FENCE PER LANDSCAPE PLANS v� v h N.T.S. MASONTY RET. WALL PER SHEET 5 "AQUA -VIA" PERMEABLE PAVERS BY ACKER STONE WITH 1 -112" MIN THICK OF ASTM No. 8 AGGREGATE OVER 4" THICK ASTM No. 57 STONE OPEN GRADED BASE & SIDES OF SUB BASE UNDER /BEYOND FLUSH CURB OVER 6" MIN. THICK ASTM No. 2 STONE BASE OR APPROVED EQUAL. 24" THICK ENGINEERED SOIL SEE NOTE BELOW 2" THICK 318" GRAVEL 12" THICK 314" CRUSHED ROCK EXIST GRADE TO REMAIN „O o^ LO 3 it m MASONRY RETAINING WALL 1.5 NEW RESIDENCE PER SHEET 5 o MASONRY RETAINING WALL SEE SHEET 5 ad ad `` CONC STEPS PER WALL SUB DRAIN PER LANDSCAPE PLANS FF : 149.2 SHEET 5 -\ u 9" DIA CATCH BASIN WITH ATRIUM GRATE BY LADS' PLANTER AREA, PLANTER AREA STORM DRAIN PIPE PER PLAN DRAIN INLET Ccr) PLANTER AREA SOUTHERLY CROSS SECTION C N.T.S. QPOFESS /p� 8A0� w No. 36190 m s =0 6130/18 � Q (P C IV 1 � �P � Z (h ip f 9TF OF CAl`F�Q� !�, �R� �� RC DA-�-i5 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. r r RR DESCRIPTION: "ENC -025" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: BELTRAN RESIDENCE 1331 -G LOCATION: AT THE INTERSECTION OF SOUTH EL HORIZONTAL: NONE � DATE: 06 -09 -17 e PORTAL STREET AND LA MESA AVENUE VERTICAL: NONE RANDY R. BROWN DATE R.C.E. NO.: 36190 JES WENS 439 ORPHEUS AVENUE RECORD FROM: CITY OF ENCINITAS Z y �T ELEVATION: 60.601 RAND R. DROWN APN : 256- 314 -38 DATUM: NAVD88 REVIEWER CTO ENGINEER EXP.: 6 -30 -18 DATE DATE PLANNING CASE NO: 16 -162 CDP SHEET 2 OF S UVU IYV. IJ-VUY IILV Uf11L VV -VJ -I 33 .7 0 Z m a 6U W X Z LL Z W Z o 0 W Ws Nm W - WZd �y WE >d In U W W o QZ J W O W f l N OF W Q ZUm v i J W LL O p Nzs V! ONO F } z EL 2 O U C7 LL Z ❑ W � Q ?ccz w Q d 9 �O N U LO 0 NOTE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED .Lug- `?_5 2017 S7 N \ �� \SS• / AS DOC No. 2017 -Q3�' ° _ OF O.R. r\ r 256-3-14-37 / 1r���1 1 \ / DETAIL 'G' / DETAIL 'G' 1 3 L -70 7W 149.0 L =67.0' l \�\ /r; gW147. O noan /Tw4.0 ,ea n 146. 143. OW 147.0 n i,rn.4) J ,q y I% ?g es *774 --UNDFA 1 � /\ NDERGROUND TE 45 00 Tw 140 BW t3( COA,NF? 10 LOFFELSIEIN P WAI mw y ��. h6' -d ¢o• Nj (FL 139. 138.93 ADJACENT CONCRETE DRIVEWAY CAU71ON !!! CONTRACTOR TO VERIFY EXACT LOCA77ONS & ELEVA77ONS OF EXIS77NG UNDERGROUND U77LI77ES PRIOR TO START OF CONSTRUCTION. 774E ENGINEER OF WORK SHALL BE NORRED OF ANY DISCREPANCIES WITH THESE PLANS STORM DRAIN DATA TABLE i G .2 a� © ® FOR REM 14 2J •� ® I ll �WAAv7V=MWaWl�•�rI MAI I 4 QS qea NEW GARS GE PAD 1:o� 44111 L If, /1�mL9 /Af ,�/wl� -� 1 " .10 7 Wwj= �pfflk mil ®1M�mom teY._ . r, ��,,• i`_ vslii.& i�aisslFiw .nwerc�t.�'if.Y��sN.!�� 1E 143.14 FK6A C - • re m ®��� ,I DETAIL .H. 1/0� �/0� U vi L =27.0' DETAIL 'G' L =920' /-1; i\l 256-�01 1%J�01J SPECIAL NOTES 1. ALL WORK PROPOSED IN THIS PLAN IS EN77RELY WITHIN THE APPLICANTS PROPERTY OR AS AUTHORIZED BY ADJACENT OWNER W7N A WRITTEN LETTER OF PERMISSION. IF ANY DISTURBANCE TO ADJACENT PROPER77ES IS AN77CIPA7ED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM 7HE ADJACENT PROPERTY MUST BE OBTAINED & SUBMITTED TO THE COUNTY PRIOR TO START OF SUCH WORK. ANY DISTURBANCE ON 774E ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AU77-IORIZED IN WRI77NG & SUBMITTED TO THE CITY OF ENCINITAS IS GROUNDS FOR STOP WORK TO BE ISSUED FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED 2. BOTTOM OF WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO SOIL ENGINEER FIELD TESTS AND RECOMMENDA7IONS No. LENGHT SLOPE DESCRIPTION 1 ) 26.0' 2.09 6" PVC SOLID •��� PIPE (SDR 35 MIN) 2 5.5' 20% 6" PVC SOLID WALL 1 3 RIN 4.0% 6" PVC SOLID WALL PIPE (SDR 35 MIN) 1 " .10 7 Wwj= �pfflk mil ®1M�mom teY._ . r, ��,,• i`_ vslii.& i�aisslFiw .nwerc�t.�'if.Y��sN.!�� 1E 143.14 FK6A C - • re m ®��� ,I DETAIL .H. 1/0� �/0� U vi L =27.0' DETAIL 'G' L =920' /-1; i\l 256-�01 1%J�01J SPECIAL NOTES 1. ALL WORK PROPOSED IN THIS PLAN IS EN77RELY WITHIN THE APPLICANTS PROPERTY OR AS AUTHORIZED BY ADJACENT OWNER W7N A WRITTEN LETTER OF PERMISSION. IF ANY DISTURBANCE TO ADJACENT PROPER77ES IS AN77CIPA7ED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM 7HE ADJACENT PROPERTY MUST BE OBTAINED & SUBMITTED TO THE COUNTY PRIOR TO START OF SUCH WORK. ANY DISTURBANCE ON 774E ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AU77-IORIZED IN WRI77NG & SUBMITTED TO THE CITY OF ENCINITAS IS GROUNDS FOR STOP WORK TO BE ISSUED FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED 2. BOTTOM OF WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO SOIL ENGINEER FIELD TESTS AND RECOMMENDA7IONS No. LENGHT SLOPE DESCRIPTION 1 ) 26.0' 2.09 6" PVC SOLID WALL PIPE (SDR 35 MIN) 2 5.5' 20% 6" PVC SOLID WALL PIPE (SDR 35 MIN) 3 172' 4.0% 6" PVC SOLID WALL PIPE (SDR 35 MIN) 4 77' 7.0% 4" PVC SOLID WALL PIPE (SDR 35 MIN 5 89.3' 2.09 6" PVC SOLID WALL PIPE (SDR 35 MIN) 6 31.8 3.4% 6" PVC SOLID WALL PIPE (SDR 35 MIN) 7 5.6 34.1% 4" PVC SOLID WALL PIPE (SDR 35 MIN) 8 5.6' 41.0% 4" PVC SOLID WALL PIPE (SDR 35 MIN) 9 6.0 10.3% 4" PVC SOLID WALL PIPE (SDR 35 MIN) 10 6.0 5.09 4 PVC SOLID WALL PIPE (SDR 35 MIN 11 25.4' 2.0% 6 PVC SOLID WALL PIPE (SDR 35 MIN) 12 14.3' 2.09 6" PVC SOLID WALL PIPE (SDR 35 MIN) (13> 64.8' 2.09 6" PVC SOLID WALL PIPE (SDR 35 MIN) 14 13.5' 11.5% 4" PVC SOLID WALL PIPE (SOR 35 MIN) 1 61.0' 259 6" PVC SOLID WALL PIPE (SDR 35 MIN) 16 3.8' 53.0% 4" PVC SOLID WALL PIPE (SDR 35 MIN) 1 13.3' 20% 6" PVC SOLID WALL PIPE (SDR 35 MIN) 18 36.5' 8.29 6" PVC SOLID WALL PIPE (SDR 35 MIN) 19 235' 7.2% 8" PVC SOLID WALL PIPE (SDR 35 MIN) 29.0' 11.2% 8" PVC SOLID WALL PIPE (SDR 35 MIN) CHANGE NO. J. WALL DRAINS SHALL BE CONNECTED TO PRIVATE STORM DRAIN SYSTEM SHOWN HEREON 4. ALL STORM DRAIN PIPE TO BE 6" MIN. PRIVATE PVC (SDR 35) ® 1.0% MIN SLOPE. REFER TO TO PLAN FOR PIPE SIZES & SLOPES UNLESS N07ED 07HERWISE. 5. ALL PROPOSED U77LI77ES SERVING THE S17F ARE TO BE INSTALLED UNDERGROUND 6. WATER SERVICE TO BE EXTENDED FROM POINT OF CONNEC77ON (POC) TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" COVER (MIN) OR AS APPROVED BY DISTRICT 7 GROUND ADJACENT TO BUILDING SHOULD SLOPE SLOPE AWAY AT A MINIMUM GRADIENT OF 5% FOR 5' 8. UNLESS NOTED 07HERINSE, PRIVA7E CATCH BASINS TO BE EITHER 6" DIA. ROUND GRATES BY 'NDS' LOCATED IN PA 770 AREAS OR 6" MIN WITH ATRIUM GRAIFS BY 'NDS' LOCATED IN LANDSCAPE AREAS REFER TO PLAN FOR MORE SIZES 9. RUNOFF FROM ROOFS AND HARDSCAPE SURFACES TO DIRECTED OVER OR THROUGH BMP TREATMENT SWALE PRIOR TO OUTLET TO STORM DRAIN SYSTEM SHOWN HEREON 10. ALL ONS17E DRAINAGE ASSOCIA7ED WITH THIS PROJECT INCLUDING BMP TREATMENT AREAS WILL BE PRIVATELY MAINTAINED 11. EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK (MIN) ON SUB GRADE REINFORCE WITH #3 BARS ® 18" 01C EACH WAY ® MID POINT OF SLAB. SLABS SHOULD BE UNDERLAIN BY A 2" LAYER OF CLEAN SAND OVER A 10 MIL MOISTURE BARRIER OVER 2" LATER OF CLEAN SAND. CONC. JOINTS PER SOILS ENGINEER RECOMMENDATIONS CROSS SECTION MAY VARY BASED ON SOILS ENGINEER FIELD 7ESTS. 12. ELECTRICAL OVERHEAD SERVICE LINES TO BE UNDERGROUND FROM THE NEAREST POWER POLE TO THE NEW RESIDENCE DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: "ENC -025" LOCATION: AT THE INTERSECTION OF SOUTH EL HORIZONTAL: 1 ":10' PORTAL STREET AND LA MESA AVENUE VERTICAL: NONE RECORD FROM: CITY OF ENCINITAS ELEVATION: 60.601 DATUM:NAVD88 m Owl �% .�• ,wnfJr,`frsiYr_ . sY .�C�.#'�.•.5ii�;:."...&Si:"if�' ' X w' % i 'm � !I, 14.25 134. 1 1t�.• , TG NEW i ESIDENCE i w� A ` cc ze 15 kb, LO A J r1Pj\l 256-3-14-22 EASEMENT NOTES M AN @r6FR,V6 6 X4&JT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES REC. JULY 20, 1970 AS INS7RUMENT No. 426806 OF OF OFFICIAL RECORDS 774E FOLLOWING EASEMENT HAS NO EXACT LOCA77ON SET FORTH & THEREFORE CANNOT BE PLOTTED : A) AN SDG &E EASEMENT FOR POLES AND WIRES REC. 4 -15 -1926 IN BOOK 1203, PAGE 204 OF O.R. QRpFESS /py4 gR0 No. 36190 ZO Exp.6 /30/18 dT �ivI\ �P qTF OF CA1-\FpP� DETAIL 'F' L =60.0' AS -BUILT ur_bluIVCU CSY: UNIAVVIV CST: l Fit'IKtU by r RRB PLANS PREPARED UNDER SUPERVISION OF DATE: 06 -09 -17 RANDY R. BROWN DATE i R.C.E. NO.: 36190 o n�n,rO o nTr� 'A i : rnlr-]nlroo RAN R. BROWN EXP.: 6 -30 -18 i DATE DETAIL FP DETAIL 'G' L =12' L =12' KEY NOTE DATA TABLE No. DESCRIP7ON ( PROTECT EXIS77NC ASPHALT PAVEMENT & BASE IN PLACE IN PLACE 2O PROTECT EXISTING FIRE HYDRANT & BOLLARDS IN PLACE 3O PROTECT EXISTING STREET SIGN IN PLACE ® PROTECT EXIS77NG DRIVEWAY IN PLACE 5O REMOVE EXISTING CHAIN LINK FENCE © PROTECT EXISTING SDGE VAULT IN PLACE 7O PROTECT EXISTING TREE IN PLACE 51 ® REMOVE EXISTING CHAIN LINK FENCE ALONG THE PROPERTY LINE 90 PROTECT EXIS77NG CHAIN LINK FENCE IN PLACE (149.0) 10 PROTECT EXISTING PEDESTAL BOX IN PLACE 7 11 REMOVE EXIS77NG TREE 9 12 REMOVE EXISTING LOFFELSTEIN WALL 13 RELOCATE EXIS77NO MAILBOX. NEW LOCA77ON PER ARCHITECT �� 14 CONTRACTOR TO PR07ECT EXISTING UNDERGROUND U77LI77ES IN PLACE 7 15 PLANTER AREA TREE 16 NEW 16' WIDE PCC DRIVEWAY. SEE SPECIAL N07E No. 11 NEW 9" ATRIUM GRATE BY 'NDS' OR APPROVED EQUAL. SEE SECTION 'D, SHEET 2 150.0 1� 18 NEW 12" CATCH BASIN WITH STEEL GRATE BY 'NDS' OR APPROVED EQUAL . }) 19 NEW CONC SQUARE STEPS SET ON GRAVEL SUB BASE PER LANDSCAPE PLANS NEW PCC 77LE SET ON CONC. PER LANDSCAPE PLANS Sl A 21 NEW WATER FEATURE PER LANDSCAPE PLANS M ® NEW STUCCO SCREEN WALL PER ARCHITECTURAL PLANS 2� NEW FIRE PLACE PER ARCHITECTURAL PLANS g 7 ® NEW 2' WIDE GRAVEL SWALE �5 NEW PCC STAIRS ON GRADE. SEE ARCHITECTURAL PLANS 2' PINE TREE © PA770 WITH FLAGSTONE FINISHED PER LANDSCAPE PLANS © NEW BBQ AREA PER LANDSCAPE PLANS 151.0 ® NEW BIOFILTRATION AREA, NOT TO BE MODIFIED WITHOUT PERMISSION BY CITY I ENCINITAS ENGINEERING DEPARTMENT AREA = 300 SF. SEE SEC77ON 'B; SHEET 2 TW 152 0 �9 NEW 12" PCC BOX WITH STEEL GRATE BY 'BROOKS' OR APPROVED EQUAL. SEE gW 148.5 SEC77ON 'B; SHEET 2 50 �0 PROPOSED LOCA77ON OF SEEPAGE PIT (RESERVE) 0 NEW BUILDING WALL, SEE ARCHITECTURAL PLANS NEW URN POT PER LANDSCAPE PLANS 38 EXISTING 4' DIA. SEEPAGE PIT WILL NOT BE USED ® CONTRACTOR TO PROTECT EXIST GAS METER �5 SAWCUT LINE © NEW PERMEABLE PAVER. SEE SEC77ON 'A; SHEET 2 FOR CROSS SEC770N. ® NEW 6" WIDE TRENCH DRAIN BY 'NDS' OR APPROVED EQUAL ® NEW 6' HIGH MAX. FENCE ALONG PROPERTY LINE PER LANDSCAPE PLANS �9 REMOVE & REPLACE EXIST PALM TREE 40 DISTRICT TO INSTALL 1" COPPER WATER SERVICE AND DUAL METER PER WAS WS -09 AT OWNER'S EXPENSE. TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD. 41 NEW MASONRY RETAINING WALL PER SHEET 5. 42 18' LONG X 9' WIDE OFF- STREET PARKING ® NEW LOCA77ON OF SEEPAGE PIT 44 NEW STORM DRAIN CLEANOUT BY 'NDS' OR APPROVED EQUAL 45 NEW 3' HIGH MAX MANOR KEYSTONE WALL ® NEW 6" WIDE x 16" DEEP PCC FLUSH CURB 47 NEW LOCA77ON OF PROPOSED 15 GALLON MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) TREE. ® NEW PCC SLAB ON GRADE EXTERIOR CABANA PER ARCHITECTURAL PLANS 49 NEW 4" THICK (MIN) ASPHALT PAVEMENT OVER 6" THICK CL It BASE. ACTUAL CROSS r SEC77ON TO BE DETERMINED BY SOILS ENGINEER BASED ON 'R' VALUE TEST. (7 �0 FOUND 2" IRON PIPE WITH CONC. CORE - 1AI {?GZ,C� AV -(fig, CIJr�CS rjZU('((�+I- FOUND 1/2" SO PIN -(IV fZACF, ArfEg w �2 APPROXIMATE LOCATION OF EXISTING 12" ACP WATER MAIN Z 0 Z W MZ LL Nm f0 w - �Z.< 06 zw WW o Z> I N 0,0 0 wow Q �Om JWLL 0 Z Z, , ( m V/ C)NU a z a o U c� LL cc z o w � Q zirz A5'$ w¢a ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. �MMENDED: APPROVED: GRADING PLAN FOR: � �„�,, � ,�/� BELT ORPHEUS RAN RESIDENCE 13331 -G OWENS U Z y ��� APN : 256- 314 -38 DATE PLANNING CASE NO: 16 -162 CDP SHEET 3 OF S JOB No. 15 -064 REV DATE 06 -09 -17 n/ Y T. J vJ 0 / \ /r 055 r ; A� TW 147.0 63X�s o t46- DW 143.5 149.0 6 r>47.0 OpRR TW 144.0 TW 14 .0 I Cp' BW 141.2 -- 4'20 BW 41 6 3 14$.8 150. BW 142.5 TW 1 43.5 5® TW 151 5 / TW / 143.0) tE 143 148.5_ TG 148.20 BW 14 TG i 4 W i / ifLfl`70) 142.0 144• i) iE 142.80 f (147.2) IE 1 74O 14$.5 7 jj N89 q/�' _ .. 30'30 W !E , 1f Si OVl 7 _ � _ 193.44' 147 °5 SC 1 SC -6 144, 0. - - _ _ t r42.a 144. LID -2.2.3 ? i=� r }`??mss r4$:s7 WM 1 / 1x FG SS-6 �,, _ X483 2.8 -; 4? iFL 139. .¢ =- w. 140, 38 ( 1 x 44.2 q y 11F 144.94 t fi48.5 149.00 148.5 _ i( 411. t 7G 144,00 FG 148.50 148.5 tE 146.3 �. .63 r. !E 142.50 !E 144.58 TG 148,x0 TG 148.25 tas,= i1 1.G Z 1 47 r 1 144.18 8 VC = 145.0 I IE 143.14 !E 144.90 " tE 145:59 IE 145.87 It49.r6i� a E 14 WM -5j 41 ; ' 144-84 NEW 1 1 G 144 D5 NEW GARAGE - ; �� v 45.1 NEW RESIDENCE WM -6 144,76 PAD : 144,1 ? - 14s.1D 6� �� 1.09 j l }39� TG 141.86 - ..- } - 150.0) EVC 144.34 FF : 159.2 (2nd LEVEL) -- 49.16 f WM -8 EL 14s.7 (_ (FL 139,16) 0 IE 140. t -- L _ H.P. 148.5 TG 144.20 �_ �� _ II (MAIN EVEL) - ° _ IE 141:99 TG 144.25 1492 4 !E 143.31 i 0 _ _ 14g 06 FL 13s.93) 'TW 144.4 v 144. PAD 148 5 W M 9f ° zs j`� 1 � I I ( r, / BW 136.8 14�q cz CO w if � �t144.0 �+ _, r L �J r 136 '1E t7D -1 2 s �a ,�e EG10 -2.2 - 0a S D 12h �< 141.0 is �- ' ` 149.13 149,16 - - •M _ LID 5 149. �,o - ; - r 44. 1.0 Q 149.16 148.5_, k SC 1 r.,. 1 #Q O 0 . / 43.5 1 ` " � r ;, : �, ( 14$.84 D 12 i3_ > r,. -rW 143. i L _ - - 58 .� 0 �f g I 1 _ 368 �� TG 144, �`° \A 147.84 r F r 8 0 7 IE 1 r z SS_6 h w Vx 140:2.` 141.5 1 3: k� 1, x4490° 0 A &' S c9 �� LID -2.2.3 S`''� 151.0 � � II x49.00 00 ,f � � '�, �' � ��. -...' � / � \, ���.,.� r � � �'� � �� � � �� 1_4b.�7 i _----� x49.0 I oOp BW 17.2: % 1 >40.0 �+r - _ -- 5 ROPE�,TY (1400) 140.3 SS -V (� .90 ° L'- - - -, - -- 47.65 #' C -- �` '� 14& -� =v- A 0 `_F't48 iE 148.6 _ . _. 1 \ o�N 1.r , - - _ - _ �' _ _ __ - -r- SC -6 �,�� - 1 �R z- x4Q.50 L 1 0 0 / q0 _ - - t =tl� - - - - TW 352.0 - - �? �C x .10 9.00 5 - - -/ " i'�. _a __ - _ - - - - _ - = = ` 14$.5 - B _ 8.8 • �, 01 qi 1 QN$9 30 30 W 215. 0 - 1 No 0 j 0 4h' 0. $� Q 'ti" l �4� °�. / Q• 1 r �h C�, of /O h ^� vin I o R ^7/ ^' "'' n�do ry "$7 °) A Di �• Dc h' R Dc Q• 1x� *. � Q Q • 0 ti0 Q o0 �� �� � `O h h%Q N .� ��• 4 Al 0 0 0 BMP LEGEND LEGEND DESCRP71ON A P IN , 256-3-1-4­39 MATERIAL & WASTE MANAGEMENT CONTROL BMPs: WM -1 MATERIAL DELIVERY AND STORAGE WM-4 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT -` WM -6 HAZARDOUS WASTE MANAGEMENT j WM -8 CONCRETE WASTE MANAGEMENT j EXIST. RESIDENCE t 411 -9 SANITARY WAS7E MANAGEMENT 7EMPORARY RUNOFF CONTROL BMPs: LEGEND DESSCW170N SAM SC -5 FIBER ROLLS SS -6 STRAW MULCH ' N SS-10 OUTLET PR07EC77ON / VELOCITY DISSIPA77ON DEI7CES 000000 SC -1 SILT FENCE SC -6 GRAVEL BAGS SC -7 STREET SWEEPING & VACUUMING TC -1 STABILIZED CONS7RUC77ON ENTRANCE PERMANENT BMPs SD -12 IMPLEMEN TA 77ON OF EFFICIENT IRRIGATION SYSTEMS EC -70 OUTLET PR07EC77ON LOW IMPACT DEVELOPMENT BMPs: LID 2.22 MINIMIZE DIS7URBANCES TO NATURAL DRAINAGES LID 22.3 MINIMIZE AND DISCONNECT IMPERVIOUS SURFACES LID 22.5 DRAIN RUNOFF FROM IMPERVIOUS SURFACES TO PERVIOUS AREAS CHANGE NO. DESCRIPTION APPROVED DATE DESILTING BASIN NOTE.• 8I0RETEN77ON BASIN SHALL BE EXCAVATED AND USED AS DESIL77NG BASIN DURING CONS7RUCTI0N. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASIN COMPLETED ONCE FINAL SI7E STABILIZA77ON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. BENCHMARK SCALE AS -BUILT DESCRIPTION: "ENC -025" LOCATION: AT THE INTERSECTION OF SOUTH EL HORIZONTAL: NONE PORTAL STREET AND LA MESA AVENUE VERTICAL: NONE RANDY R. BROWN DATE RECORD FROM: CITY OF ENCINITAS ELEVATION: 60.601 DATUM: NAVD88 I FI VIEWER I I CTO c _. ENGINEER o QPOFESS /p e w No 36190 EXIST• RESIDENCE � 1 1 1 1 s, ,^ 1 A5v'$OIwT * Exp.6 /30/78 0 7 1 °0 s CIV��- p TgTF OF CAL\F�Q�\P %a �l/l(�`( Ro l�l�l R 3Co l 9 p )ESIGNED BY: RRB DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING -NO.' r r PLANS PREPARED UNDER SUPERVISION OF RECOMMENP : APPROVED: GRADING PLAN RESIDENCE Al A" DATE: 06 -09 -17 R.C.E.NO.:36190 JESS OWENS - 439 ORPHEUS AVENUE 13331 -G RANDY 11 BROWN `1Iu /17 9 -z%'ri APN : 256- 314 -38 EXP.: 6 -30 -18 DATE DATE PLANNING CASE NO: _16 -162 CDP SHEET 4 OF 5 JOB No. 15 -064 REV DATE 06 -09 -17 2 m W W z_ O z w Z m 3 0 !Ss �m m w Wzo e1j WW d W W l z1 ow r NF eCQ �Um i �WLL ]zo 0= N N? N? } o_ C x U Q (0 U_ z o wU)¢ W W W zo=z was i DESIGN CONDITIONS: FENCING: Wails are to be used for the loading conditions Safety fencing shall be installed at the top of shown for each type wall. Design H shall not be the wall as required by the agency. exceeded. Footing key is required except as shown INSPECTIONS: otherwise or when found unnecessary by the R Engineer. Special footing design is required Call for inspections as follows: where foundation material is incapable of A. When the footing has been formed, with the supporting toe pressure listed in table. steel tied securely in final position, and is 2' -0" ready for the concrete to be placed. DESIGN DATA: 1 12" ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY* B. Where cleanout holes are not provided: Reinforced Concrete: (1) After the blocks have been laid up to height Fc =1200 psi F'c =3000 psi ,c of 4' or full height for walls up to 5', Fs= 20,000 psi n =10 with steel in place but before the Reinforced Masonry: grout is poured, and...... F'm =600 psi Fm =200 psi (2) After the first lift is properly grouted, Fs= 20,000 psi n =50 the blocks have been laid up to the top Earth =120 pcf and Equivalent Fluid of the wall with the steel tied securely in Pressure =36 psf per foot of height place but before the upper lift is grouted. Walls shown for 1 1/2:1 unlimited slopinc) surcharge Where cleanout holes are provided: are designed in accordance with Rankiine s formula After the blocks have been laid up to the for unlimited sloping surcharge with a 0 = 42'. top of the wall, with the steel tied REINFORCEMENT: securely in place, but before grouting. Intermediate grade, hard grade, or rail steel C. After grouting is complete and after rock or deformation shall conform ASTM A615, A616, A617. rubble wall drains are in place but before Bars shall lap 40 diameters, where spliced, unless earth backfill is placed. otherwise shown on the plans. Bends shall conform D. Final inspection when all work has been to the Manual of Standard Practice, A.C.I. completed. Backing for hooks is four diameters. All bar embedments are clear distances to outside of bar. CONCRETE GROUT AND MORTAR MIXES: Spacing for parallel bars is center to center bars. Concrete grout shall attain a minimum compressive MASONRY: strength of 2,000 psi in 28 days and mortar shall All reinforced masonry retaining walls be attain 1,800 psi In 28 days. 'filled constructed of regular or light weight standard All cells shall be with grout. Rod or vibrate units conforming to the "Standard Specifications consolidation. Bring grout within 10 minutes of pouring for Public Works Construction." to insure grout to a point 2" from the top of masonry units when grouting of second lift is to be JOINTS: continued at another time. Vertical control joints shall be placed at 32' intervals maximum. Joints shall be designed KEY- MORTAR KEY: to resist shear and other lateral forces while To insure proper bonding between the footing and permitting longitudinal movement. Vertical the first course of block, a mortar key shall be expansion joints shall be placed at 96' formed by embedding a flat 2 x 4 flush with and at intervals maximum. the top of the freshly poured footing. The 2 x 4 CONCRETE: should be removed after the concrete has started to harden (approximately 1 hour). Footing oncrete shall be 560 -C -3250, 9 A mortar key may be omitted if the first course of using Type aggregate when placing block is set into the fresh concrete when the conditions permit. p footing is poured; and a good bond is obtained. BACKFILL: WALL DRAINS: No backfill material shall be placed against Wall drains shall be provided in accordance with masonry retaining walls until grout has reached Standard Drawing C -8. design strength or until grout has cured for a minimum of 28 days. Compaction of backfill SOIL: material by jetting or ponding with water will not be permitted. Each layer of backfill shall be All footings shall ,extend at least 12" into moistened as directed by the Engineer and undisturbed natural soil or approved compacted thoroughly tamped, rolled or otherwise compacted fill. Soil should be dampened prior to placing until the relative compacting is not less than 90 %. concrete in footings. GENERAL NOTES /REQUIREMENTS 1. VERIFICATION: VERIFYALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTINGWORK. NOTIFY THE ARCHITECT/ ENGINEER IMMEDIATELY OFANYDISCREPANCIES. 2. CODES: ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (C.B.C.), 2016 EDITION, AS ADOPTED BY THE BUILDING DEPT. 3. SUBSTITUTIONS: PROVIDE MANUFACTURERS ESR REPORTS AND A LIST OFALL PROPOSED SUBSTITUTIONS TO THE ARCHITECT /ENGINEER FOR REVIEW BEFORE FABRICATION. 4. SIMILAR WORK: WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN oN THE DRAWINGS. 5. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOT BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY SHOWN, OBTAIN PRIOR WRITTEN APPROVAL FOR INSTALLATION OFANYADDITIONAL PIPES, DUCTS, ETC. 6. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. 7. CONSTRUCTION METHODS AND PROJECT SAFETY THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. NEITHER THE OWNER, ARCHITECT NOR ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. DESIGN, CONSTRUCTAND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOUNDA (-ION 1. SOIL INVESTIGATION: PROJECT No. 1471357, DATED 1 -4 -2016, ENTITLED GEOTECHNICAL INVESTIGATION PROPOSED SINGLE FAMILY RESIDENCE, 465 ORPHEUS AVENUE ENCINITAS, CALIFORNIA BY SOUTHLAND GEOTECHNICAL CONSULTANTS & UPDATED LETTER FOR PROPOSED SINGLE FAMILY RESIDENCE, 43.9 ORPHEUS AVENUE ENCINITAS, CALIFORNIA, DATED 5 -16 -2016 2. FOUNDATION MATERIAL: SILTY SAND OVER SANDSTONE 3. MINIMUM FOUNDED DEPTH & WIDTH OF FOOTINGS: BELOW ROUGH PAD GRADE 1811 BELOW LOWEST ADJACENT FINISHED GRADE 18" WIDTH 12" 4. FOUNDING OF FOOTINGS & SLABS: ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED SOILS 5 SOIL PRESSURES: SOIL BEARING 2000 PSF COEFFICIENT OF FRICTION 0.35 PARg1 \/F PRFCCI IRF '2Fr1 Pr.F AS WT - 9/_i�_/s CHANGE NO. I DESCRIPTION APPROVED DATE z IAA Mortar or cast -in -place concrete Finished Ground Line Vertical Reinf. t filled block cells Tap of Footing Horizontal reinf. thru bond beam block 51mm (21 X 102mm (. , (nominal) Key KEY DETAIL 133mm 5 1/4 B* Block Wall 229mm 12" Block Wall (9 ") I Reinf COMPACTED BACKFILL - -► 2% MIN ,Ii -� i� 12" GEOCOMPOSITE PANEL DRAIN 1 CFILF OFMINUS 3 /a" CRUSHED ROCK ENVELOPED IN FILTER FABRIC DIA. PERFORATED G ISM 35) J sz- OPE TO OUTLET CONCRETE MASONRY RETAINNING WALL. (SEE STRUCTURAL DETAILS.) WATERPROOF MEMBRANE PER ARCHITECT BOTTOM OF WALL (BIN) ELEV. PER PLAN /-GRADE PER PLAN STD. LAP MATCH T &B FTG. RISE 6" MIN. REINFORCEMENT (TOP REINF. - SHOWN DASHED) - NOTES: NOTES: 1. All masonry retaining walls shall be constructed with cap, key and drainage details as shown hereon. I, i III i�- 1. SLOPE TO BE 1 VERTICAL TO 2 HORIZONTAL EXCEPT WHERE SHOWN OTHERWISE (MAX.) 2. 102mm (4' diameter drain may be formed by placing a block on it's side. O _i 2. SEE TYP. FOOTING STEEL FOR ADDITIONAL REINFORCEMENT. TYPICAL RETAINING WALL DRAIN - 8 -1 TYP STEPPED WALL FOOTING SPECIAL INSPECTION PROGRAM D' " CLR FREQUENCY OF INSPECTION REFERENCE 'D' ,, I 4 RISE PERIODIC L2x MIN. STANDARD R STD. LAP 2' -0" MAX. NOTES: NOTES: 1. All masonry retaining walls shall be constructed with cap, key and drainage details as shown hereon. I, i III i�- 1. SLOPE TO BE 1 VERTICAL TO 2 HORIZONTAL EXCEPT WHERE SHOWN OTHERWISE (MAX.) 2. 102mm (4' diameter drain may be formed by placing a block on it's side. O _i 2. SEE TYP. FOOTING STEEL FOR ADDITIONAL REINFORCEMENT. TYPICAL RETAINING WALL DRAIN - 8 -1 TYP STEPPED WALL FOOTING SPECIAL INSPECTION PROGRAM MATERIAL & WORK REQUIRING FREQUENCY OF INSPECTION REFERENCE REQUIRED CONT. PERIODIC SPECIAL INSPECTION STANDARD STRENGTH A) SOILS: Y_4" 2' -3" 4 ®24" 01C PER PLAN 1. VERIFY MATERIAL BELOW FOOTING ARE 2' -0" X SOILS REPORT 1 12" ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY* SUPAC 4NP, OR APPROVED 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER X DEPTH & WIDTH B) CONCRETE CONSTRUCTION: FOOTING 1. REINFORCING STEEL; GRADE & PLACEMENT 0.1183 -3" MAX AC1318; 3.5, 7.1 -7.7 GRADE 60 * SOIL SPECIAL INSPECTION SHALL BE PERFORMED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (SOILS ENGINEER OF RECORD) WHO HAS PREPARED THE APPROVED GEOTECHNICAL REPORT. SUMMARY OF STRUCTURAL CONTINUOUS & PERIODIC SPECIAL INSPECTION THE INFORMATION PROVIDED BELOW IS A SUMMARY- SEE THE CONSTRUCTION DOCUMENTS FOR THE FULL REQUIREMENTS FOR SPECIAL INSPECTIONS. 1. CONCRETE (CBC 1704.4): DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE, 2. BOLTS INSTALLED IN CONCRETE (CBC 1704.4.): PRIOR TO AND DURING PLACEMENT OF CONCRETE AROUND BOLTS, 3. REINFORCING STEEL (CBC 1704.4.): DURING PLACING OF REINFORCING STEEL FOR ALL CONCRETE SPECIFIED TO HAVE SPECIAL INSPECTION. 4. STRUCTURAL MASONRY (CBC 1705.2.2.1): AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. 5. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE INSPECTIONS REQUIRED BY CBC 108. SPECIAL INSPECTION IS NOT A SUBSTITUTION FOR INSPECTION BY THE BUILDING OFFICIAL. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITH- OUT THE APPROVAL OF THE BUILDING OFFICIAL AND THE SPECIAL INSPECTOR IS SUBJECT TO RE- OPENING OR EXPOSURE. 6. THE SPECIAL INSPECTION IS TO BE CONTINUOUS DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. 7 THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING OFFICIAL TO PERFORM THE 8" TYPES OF SPECIAL INSPECTIONS SPECIFIED, V H 8. IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL AND RECONSTRUCTION, SPECIAL INSPECTIONS (CBC 1704) REQUIREMENTS FOR SPECIAL INSPECTION: 1. THE CERTIFIED SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF REGISTERED PROFESSIONAL ENGINEER. THE SPECIAL INSPECTOR SHALL BE CERTIFIED BY THE CITY OF ENCINITAS 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE CMNI OFFICIAL AND THE ARCHITECT. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE ARCHITECT AND THE BUILDING OFFICIAL. 3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BYA CIVIL ENGINEER, STATING WHETHER OR NOT THE WORK REQUIRING SPECIAL INSPECTION WAS IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. 4. ALL REPORTS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF WORK. BENCHMARK DESCRIPTION: "ENC -025" LOCATION: AT THE INTERSECTION OF SOUTH EL PORTAL STREET AND LA MESA AVENUE RECORD FROM: CITY OF ENCINITAS ELEVATION: 60.601 DATUM:NAVD88 SCALE HORIZONTAL: NONE VERTICAL: NONE AS -BUILT ENGINEER'S NAME DATE 2" CLR D' FTG DEPTH L 3" CLR COMPACTED BACKFILL CONCRETE MASONRY RETAINNING 2% MIN WALL. (SEE STRUCTURAL DETAILS.) NOTES: 1. FILTER FABRIC SHOULD CONSIST OF MIRAFI MON, SUPAC 5NP, WATERPROOF MEMBRANE AMOCO 4599, OR SIMILAR APPROVED FABRIC. FILTER FABRIC PER ARCHITECT SHOULD OVERLAPPED AT LEAST 6" 12" 2. GEOCOMPOSITE PANEL DRAIN SHOULD CONSIST OF MIRADRAIN o 6000, J -DRAIN 400, SUPAC DS -15 OR APPROVED EQUAL. 3. DRAIN INSTALLATION SHOULD BE OBSERVED BY THE GEOTECHNICAL CONSULTANT PRIOR TO BACKFILLWG _>?n=nnn nc 1ArAr r ioun 12" MIN HGT 'H' WIDTH 'B' VERT STL _ . _." -, __ ,-.., ELEV. PER PLAN MINUS 3/4" CRUSHED #01 3' -4" 4 @ 16" 01C GRADE ROCKENVELOP IN FILTER Y_4" 2' -3" 4 ®24" 01C PER PLAN FABRIC (MIRAFI 140NL, 2' -0" 2' -0" 114 @ 24" 01C 1 12" 2 - 15 LONG SUPAC 4NP, OR APPROVED EQUAL) ' i1 11= 1.....- 0.1183 -3" MAX 4" DIA. PERFORATED PVC (SDR 35) @ 1% MIN. SLOPE TO OUTLET OUTLET TYPICAL RETAINING WALL DRAIN - 8 -2 MASONRY RETAINING WALL - F N.T.S PLANS PREPARED UNDER SUPERVISION OF DATE: 06 -09 -17 w c tJat -Y R.C.E. NO.: 26404 ROBE IT D. SOWARDS EXP.: 3 -31 -18 I I 6" h a NEW FENCE PER LANDSCAPE PLANS 8" MASONRY WALL SOLID GROUT H.• 14 0 24" O/C 'I/ BARS 50 DIA LAP • • arami HORIZ. REINF. PER PLAN STD HI SINGLE CURTAIN ti hm V 1" OC NP REINF. @INTERSECTION OF MASONRY WALLS 0 Sk SCHEDULE WALL 'B HGT 'H' WIDTH 'B' VERT STL T 'STL' 4' -8" 3' -4" 4 @ 16" 01C 16" 4- 5 LONG Y_4" 2' -3" 4 ®24" 01C 12" J-45 LONG 2' -0" 2' -0" 114 @ 24" 01C 1 12" 2 - 15 LONG MASONRY RETAINING WALL - G N.T.S 2 #5 (V) #5 (V) BAR ON EACH SIDE ON JOINT STOP HORIZ. BOND BEAM PREFORMED RUBBER STEEL AT JOINT CONTROL JOINT STRIP SASH BLOCKS AT JOINT WIRE TIE BARS ON ONE SIDE OF JOINT w� 518" x 4' -0" SMOOTH BARS AT EACH BOND BEAM WITH GREASE ON J BACKER ROD AND SEALANT ONE SIDE OF JOINT TO BREAK BOND ON BOTH SIDES FOR FULL AND CAP ENDS 1" MOVEMENT HEGHT OF WALL I EXPANSION JOINT DETAIL OO J -v MASONRY RETAINING WALL - H N.T.S ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RECOMMENDED: APPROVED: GRADING PLAN FOR: BEL_TRAN RESIDENCE 13331 -G JES - OW 439 ORPHEUS AVENUE 7 21 7 APN : 256- 314 -38 DATE DATE PLANNING CASE NO: 16 -162 CDP SHEET 5 OF 5 JOB No. 15 -064 REV DATE 06 -09 -17 0 Z m L M W Z_ Z W Z m F 0 w� �o q M w 'Za x w6U W Z>w U) 0wo O � ZDW 0 Ir x m Q c `6 Jw S o Za U) 0mv r z a O X O Q O u- z o w U) Q L'Jww zcrz wQa