Loading...
2016-12919-G (Plans)RIGHT OF WAY NOTE OWNER 1S 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 z 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. D 2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION FOR PROPOSED NEW BYER RESIDENCE AT 1731 CREST DRIVE, ENCINITAS, CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROUP, D DATED APRIL 15, 2016 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 r. EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. s D 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. B 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, V) AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. & GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN IL OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 7 :30 A.M. NOR ON 0 SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. m 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD i 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 0 THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. p� 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING Ci APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION- SHALL BE PROVIDED 5 STATING: "THE GRADING UNDER PERMIT NO. 12919 -G HAS BEEN PERFORMED IN SUBSTANTIAL 46 CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". w THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. m x 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 B DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE In SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 2 IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. a n 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE 0 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. 0 m 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN �E 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. z G3 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 z SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND iORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR a 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. I THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TFEE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK 1S REQUIRED, CONTACT RICHARD BYER AT (619)341 -1001, 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. Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. S70RMWATER 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 SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, " „ THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 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. CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK SCALE AS -BUILT 6Z9-C•0)CD f>ZANS ` •40 LT At- ESCRIPTION: POINT NO. 1039 PER ROS 18416, CC L -1 2.5-BRASS DISK "ENC -39 ". ECORD FROWFIELD SURVEY AND RECORD DATA PER HORIZONTAL: NOTED P NO. 2114 AND ROS 18749 AND ROS 1112. 11v r 09/30/11] LI-1 -11 ELEVATION: 323.98 FEET VERTICAL: NOTED ERIN E. RIST EXP. DATE: DATE: DATUM: NAVD88 RCE: 65122 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES PROJECT DATA SANTA FE Si CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE PROJECT OWNER: RICHARD AND CONNIE BYER WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, 1731 CREST DRIVE, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST ENCINITAS, CA 92024 0 A SIGN DESIGNATING THE WASHOUT LOCATION. CONTACT RICHARD BYER CELL PHONE NO. (619)341 -1001 CONSTRUCTION SITE ACCESS W A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT PROJECT ADDRESS: 1731 CREST DRIVE, TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL ENCINITAS, CA 92024 PANELS /PLATES. PROJECT A.P.N. 262 - 032 -10, 262 - 032 -18 CONSTRUCTION VEHICLES LEGAL DESCRIPTION: PARCEL 1: LOT 24 IN BLOCK 'E' OF PALOMARES HEIGHTS, IN THE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, 114 F► PROJECT VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. OF THE COUNTY RECORDER OF SAN DIEGO COUNTY IN THE OFFICE VICINITY MAP EROSION CONTROL PARCEL 2: ALL THAT PORTION OF BLOCK 'F", PALOMARES HEIGHTS, NOT TO SCALE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED IN THE COUNTY OF SAN DIEGO STATE OF CALIFORNIA, AS SHOWN THOMAS GUIDE. 1167 F2 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. ON MAP THEREOF NO. 2114, IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. OWNER'S CERTIFICATE 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. 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 OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRI A ROPERTY OR PUBLIC EASEMENTS. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE SIGNATURE: WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 1 HARD B ON -SITE CONSTRUCTION MATERIAL STORAGE SIGNATURE. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL NI BYER 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 SOILS ENGINEER'S CERTIFICATE KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. ENGINEERING DESIGN GROUP STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. 1, ERIN RIST, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. OFESSI °M�� e" CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. RCE NO.: SITE WAS MADE BY ME OR UNDER MY DIRECTION ON APRIL, 2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED �o E. SLOPE ON -SITE = 4 H : 1 V DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE PHONE (760)- 633 -2770. FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF' CITY ENGINEER. FURTHERMORE, I IBAI[lldS SYSTEM IS STRICTLY PROHIBITED. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK EXP. DATE. 9/3012017 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. / WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 1 NOTIFICATIONS TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ERIN RI 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED UPERVISiON OF DATE: 9 -11 -14 ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ENGINEERING DESIGN GROUP y 2121 MONTIEL ROAD EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE ;T IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SAN MARCOS, CALIFORNIA 92069 SIGNED: (760) 839 -7302 UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. WASTE MW A. SEWERS - CSD - (760)- 633 -2770 k E �l bU T OFESSI °M�� e" CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. RCE NO.: 65122 �o E. SLOPE ON -SITE = 4 H : 1 V DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE PHONE (760)- 633 -2770. MAXIMUM VERTICAL DEPTH OF FILL = --.I' SYSTEM IS STRICTLY PROHIBITED. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK EXP. DATE. 9/3012017 REMEDIAL = 1170 C.Y. (3 -4 FEET REMOVAL NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND JOB : 155548 -1 No. 65122 c Exp. 09/30/2017 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 ENGINEERING DESIGN GROUP WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 2121 MONTIEL ROAD sr SAN MARCOS, CALIFORNIA 92069 'TF Of MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND (760) 839 -7302 CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL GE N4 EXP. CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER STATEMENT OF ENGINEER OF WORK DUMPSTERS CALL EDCO AT (760) 436 -4151. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE SITE 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 PLANCHECK OR REVIEW PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS PROVIDE SECONDARY CONTAINMENT AND LOCALE PORTABLE TOILETS AWAY FROM STORR L IN INLETS ON PERVIOUS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN SURFACES. 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 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAW. CONTRACTOR MUST EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE � rsr: ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 1 NOTIFICATIONS SIGNATURE. DRAWING NO, ERIN RI 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED UPERVISiON OF DATE: 9 -11 -14 BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS ENGINEERING DESIGN GROUP SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY 2121 MONTIEL ROAD EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE ;T IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE SAN MARCOS, CALIFORNIA 92069 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO AMY EXCAVATION, FOR VERIFICATION AND LOCATOH OF (760) 839 -7302 UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. RCE EXPIRES 9/3012017 A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 EARTHWORKDATA C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 STEEPEST EXISTING NATURAL E. CABLE N - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 SLOPE ON -SITE = 4 H : 1 V 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. MAXIMUM VERTICAL DEPTH OF CUT = I' PHONE (760)- 633 -2770. MAXIMUM VERTICAL DEPTH OF FILL = --.I' CUT = 100* C.Y. FILL = 460* C.Y. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK IMPORT = 360* C.Y. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. REMEDIAL = 1170 C.Y. (3 -4 FEET REMOVAL IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 15340 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 21500 SOFT INCREASE IN IMPERVIOUS AREA: 6160 SQFT IMPERVIOUS AREA REPLACED. 10623 SQFF FIELD OPERATIONS �$ • 22 ' l 6 SIGN DATE PLANS PREPARED ERIN RIST SHEET INDEX SHT NO. DESCRIPTION 1 TITLE SHEET & NOTES 2 GRADING PLAN 3 GRADING PLAN, SECTIONS, DETAILS 4 EROSION CONTROL PLAN PLANNING AND BUILDING AND RECOMPACTION UNDER PROPOSED BUILDING) *- EARTHWORK QUANTITIES ARE APPROXIMATE WITHOUT BUILDING FOOTINGS AND POOL EXCAVATIONS AND FOR PERMIT PURPOSES ONLY. DATE: 8-19 -I� y�cp�4g�r1 E. R r No. 65122 Exp. 09/30/2017 BMP PROJECT STATUS PRIORITY DEVELOPMENT PROJECT - HMP STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON 9 -ai3 _1 AS DOC. #: �0((h-0g1SS %� PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT Z L 0 H +X SIGN DATE SIGN DATE SIGN TEL gum, 0000, '.2 Nm N Z� O Lu Lu z Z(D 0U) Wa � rsr: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO, ERIN RISHI5 T R R UPERVISiON OF DATE: 9 -11 -14 RECOMMEN ED4 APP OV � M BY: GRADING PLAN FOR: BYER RESIDENCE 12919-G R.C.E. NO.: 65122 EXP. 9 -30 -17 MASIH MAHER GLENN PRIUM 631 lit, z l� DATE: DA 1731 CREST DRIVE, ENCINITAS, CA 92024 APN N0. 262- 032 -10 Pi ANwr. r.ASF Nn• 1 a -m A rnP SHEET 1 OF 4 gum, 0000, '.2 Nm N Z� O Lu Lu z Z(D 0U) Wa CONSTRUCTION LEGEND LEGEND ABBREVIATIONS PIPE OUTLET SIZE PER PLAN PROPERTY BOUNDARY O (E) LANDSCAPE AREA PER PLAN Y O1 HARDSCAPE/ DRIVEWAY CONCRETE PAVING N88'12'59� FF FINISHED FLOOR ELEVATION 108 SETBACKS FP FINISHED PAD ELEVATION O 8" SDR -35 DRAIN PIPE 2% MIN SLOPE* x PRP. PLANTER AREA TC TOP OF CURB EXISTING CONTOUR BC BOTTOM OF CURB " FL FLOW LINE O3 4 AREA DRAIN AIDS OR EQUIV. 371 PROPOSED CONTOUR -II --!F II-II- CUT -FILL LINE ztz t ' IE INVERT ELEVATION „v w� • , ® 18" SQ CATCH BASIN NOS OR EQUIV. ��� FLOWLINE & FLOW PROPOSED BUILDING FS FINISHED SURFACE " -€ _ _ ,,,.•� DIRECTION � FG FINISHED GRADE 05 4" SDR -35 DRAIN PIPE 2% MIN SLOPE* -- - (E) WATER LINE ',[ (E) WATER METER TG TOP OF GRATE SECTION 7 (E) POWER POLE (E) EXISTING _ _ , µ © 6" SDR -35 DRAIN PIPE 2X MIN SLOPE* _. (E) SITE WALL CENTERLINE (E) FENCE (E) MONUMENT PL PROPERTY LINE 9 ° o OCMU RETAINING WALL PER SDRSD C -3 TYPE 3, 7 C -5 TYPE 5. SEE PLAN FOR WALL TYPE LOC. ® ® AREA DRAINS NOS BOX OR EQUIV. TW TOP OF WALL RIP -RAP DISSIPATOR _ (E) BLDG LIMITS n b , y ® CONCRETE GRAVITY' WALL PER SDRSD C -9, �; _ _ _ = 4'/6'/8 " /10" SDR -35 DRAIN PIPE NOT TO SCALE l"� 35 �- 70 J � TYPE A. IF WALL GREATER THAN 2 FT, PER NEW RETAINING/ LANDSCAPE WALL PER - SDRSD C -1, (E) EDGE OF PAVEMENT �r �� .AIN PIPE ` DRA I TYPE 1 SDRSD C -3 TYPE 3 C -5 TYPE 5 O 810- RETEN7ION AREA, PERMANENT BMP O PIPE a E SPOT ELEVATION CONCRETE GRAVITY WALL PER SDRSD �� 6.DR_35 TG= 0.9 z / 0 TYPE A. 1F WALL GREATER THAN -� 6 0 N'�I IE =36 0 v PER DETAIL 1 SHEET 3 C -9. - IE 368.9 PRP. SPOT ELEVATION 2 FT PER SDRSD C -1 TYPE 1 .. - ........ - S 10 RIP RAP DISSIPATOR PER DET 1/ SHEET 2 . Q w . a (N) DOWNSPOUTS ��' - l� 11 24" SQ CATCH BASIN NOS OR EQIV. C (E) CONCRETE PAVING (N) BIO- RETENTION AREA, PERMANENT 350.2 \° = ° ` 6 \\r N ° _ U. 12 DUAL" WATER METER FOR ® BMP PER DET 1/ SHT 3 (/W�Pf✓ N 79'41,05 E " ° PRP. CONCRETE PAVING 5 DOMESTIC AND 1 FOR FIRE SERVICE ; ;. NEW DG DRIVEWAY FOR FIRE WAd.LII U) 1 NEW DRIVEWAY - D.G. DEPARTMENT MIN WIDTH RIP RAP DISSIPATOR PER O ,,..0 II >. 14 PCC HEADWALL PER DETAIL 1/ SHEET 3 DETAIL 1/ SHT 2 ,,CMU R WALL PE 6 3 . 1© 10" SDR -35 DRAIN PIPE 2% MIN SLOPE* m * I / 1W 369.5 UNLESS OTHERWISE NOTED PINE TREE TO V M BE PROTECTED - " �� - " F W _. IN -PLACE d d 7 . ELEVATION FOR SEDIMENT .. e p W ; <..:.:.: _ .................. - �.5 h s _�.......v.........x.• �..._ �� y I �t- Y (E) RDSCAPE 1 • .� F.......,.M m 4 <FS _369. AND S)TE...WALL d v 7W 372.0 W >.w CMU>..RE WALL PER E • : w �; 3 II+ W » '� TO BE REMOVED FG= 369.5 v 6 p DRSD C -5, TYPE 5 O WIDEN °' °: PROOSED. :x 8::' 'WATER METER cn ° y : l 1 • R t \ DRIVEWAY w �Y . d ° :.. W : m .x a OVERED _ i WM< ° IE 4 7 d. / . :_ - t d+ w `" 1E 368 4 PATIO 1731 CREST DRIVE _ c a ->� _ - d /W W W °ANN: 262- 032 -10 x § d a. a T ` TF! I_ ° 3 4" ..... WATER zK\ 1 w L1 T3 -371. N- II p �q' °/ 2X ' ° PROPOSED ° FG =3 .5 °I Ix ..m.,..� :. d I < .;.. a' 'F 1, - = J , a- ,� .::::.a? % r...` I •` \ \. v' . ,L1: ._.. .. ...,,.i ° S RVICE T d G 3J T,, TYP PLANTER \ r v tr l �i y ,: 1 •. a. `od IE- 369.8a ; A�T; �,,.. � � €. \. \. ' . FS�371.8 m W. ::+!.: ,r _Y.1 �j E) �1 1`%. S�Gt, \° .. i x v ,nom. .. ... � . .. r .. � 2 •".,... ........• JArluzzi "'E" 'rEMCAI �. t . z� a•7 E aV t TG/W T • 1 d O ,►.. 4.,11 I cr. DRAIN TO BE ° ^(• fQ =371.4 r' 7 '. i/ $. .' ''.,!� TG 3A II) a REMOVED ND W ° REPLACED . 4 II2 - - - W d0/ X ° J _ ly - d •.�` a ; D -. . ,v a yy .ya...: i %� L9€igND NEDH E VE a �y y FS=' 79.8 TG -371.2 _ r FT IN; SEP FIG 371?4 �x ►E : v TW -37 .0 .y ��, d a a o°. FG =370.4 / r - S K %tSER EH %PRI START STR T►ON {:. 'I TG 1.7NCjI pYJ FG -369.5 P PR VED FG -371. _,3 } I E URB' TO . ( 3 1 � � PRO/�OSED ' x r ,: ,' \F �, is \ . .. >. � % °� 4f G -3 ';'mow .•% `�\ \�:;. d 3 � ,,,,yam < w ....EMDVED d .. d. v Y. / \... ' PROPOSED POOL I s f'. P IEk3 y 0 1' . \ , i\ Y.,:.::,,,,,., A a d, �. r ,, 11P AND JACUZZI PER \, .� „ '_ ,.., FS =371.8 a a CMU RE.....W 7 pEl v \, �.. _ SEPARATE PERMIT , \ �\ r.....,, PA 0 ;' ° 11 d Y - S I % PROPOSED 2 -STORY ORSD C -5, TYPE 5' i . , . ,, • 1, ,5 ' _.,..� BE PRO D > ia . RESIDENCE �- 1 • P C OF\ -� IN -PLAC t ° ,. - w. FS- 6 - . �, ix ii '( FF 372.0 10 a FP= 371.3 0/ I F z N $] v NCJf m 1 PRO 0 D G TO T. w TG= 3713. 3 - \ 1 z r WIDE ) IVEWAY,, o E n °t° TG- 371.2 a X37 . �: I JU 7O a n$, „ IE -370.5 5 .. _.. �k I w R IE =370.4 e Y Al CT 1 W 371:7 \ \\ < Z �.Oi .;.. 3DA ..:.._.. > `.a d„ 3 � ° ,�' _s.`� -� s 'w' ry - � 3 .5 { • O. \\ ..\ \� � \ \\ g SB \ � FS- 371.7 E W_ 8 „ - E TE R .. � ,�, ; .. d E _ €� ,� - -W- -.. v _w•, xQ o � � d,.. �; _ _ O _ LF 4 r' _ - _ _ 71 �� W 371.3 71.3 TO ,•' , s : - _ - 368 4 f F DUA(. QRESTI ° (E) i WATER �} y " d i> % _ z SERVICE.. "TO AND i1 R Fl ti ' ° ° d .,''° % Z dl / ld. W .. 4 I d EW 13D0 _.0� = 8.5 4 ?., pi >.. i; m ? .� :,.i:. ,:..x , ,. " - i.o d i f �,% %+%,: •'. �+• i° ,. - `' ice. FS0 =J7' ,�• I� _ .4 ° REMAIN ; 2 A RB a a id' y _ o IE =386:8 o p.'•a �^ m. _. mr $E° M01 v c�v� _ v d � t %1 T 713 # vv wryy , - ^ L�EH�APPR 4 d • Epp 1�W a d PROPOSED GARAGE _ "` . x � 70. w � f ° FF -371.7 Typ E POWER POLE G�371:3 FP =370.9 0/ ° , PROPO SED HED TO BE PROTECTED a FF 369 5G�ARAG IN PLACE 7 ,9 NEW 0, \ a O.W. n q ( -368: RAMP :1 FS =369:0 f _ ;..� FG =371.3 _ as FG -37 371.0 25.0 R.O. : (E) C/lY DOWNED :A _ - FS -37 , k 6 v PALM TREE TO BE ° d z d PROTECTED tied . ' . W W V - .•m. _. - 771 / INTPLACE l - d,... _� . 1 d d C II 48.� L _ __ d f _ _ \ ,. a dQ .. � I ... d.. REMOVED AND (LOCATED I 2 1? ; .._ � _..... •.. • ,. ..e{� .; . ..� ... _ + .. ....:.._ . - �-' - II d' N\PC�p UPDATED APPROVED v � En 4 , .ySEP71C LAYOUT a 1 D. a ` ;.r \.. .. ".. `� x0 -� a 4 Q ( •• 7 �, \ i.'. _ .:.x .' d T Q 1. CT d "•; I •`Q Q. �- Q � � _� 1%'MINn � s O _ „= 5% c e a -� - - - - } - Vu. v, - - - - - - - - a, 5°' a a " ; A .00' d -, ti., .... a r: _ _ ._ a �, _- F N 88'1259"( 276.35 I - - - 371 = 70. MV A ......^' _ _ ! ti - �9 50 11 "W 44133 E CURB T0. �t � .., � 372.E FS 37} 9 E \ 373.0 �'Q 8 F- FS 371 0 , gE REMAIN TW =373.5 (E) CURB TO OF WORK _ - _ - \ 1 APPROX. LIMITS N o �F ° FS =372.5 BE REMOVED ORK a m .v NOTES: �, ��� 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S ' .E 3502° M°'M'i �? I PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A N 79'41'05 -• - z �.. 3 RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD 1 Z _� - °- MZ` GRADING PLAN o INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY h _ , " �Yd3 03 yt8 Mies �e OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY ' APN 1V0 N lot SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS l P 0 10 20 QROFESS /p 6203210.: I /•.:.;iyf�•.. 4 V SITE �e4o \N E R< Fy NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS 1 \ . k sl w \ �.J 1 TE MA Feet y` �Sp GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE �� _,• REQUIRED PERMISSION IS OBTAINED b 60 1 0 . ' t; : ° No. 65122 A 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL °` r �` R J a i (� * Exp: 09/30/201 ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO 1 _ ' _ { ; Feet Z SDWD NOTE: M ^ f \ \ , , * D/ OR HE PUBLIC STORM ° 1. SAN DIEGU►TO WATER DISTRICT TO INSTALL NEW 1" WATER COLLECTION AND DISCHARGE ONTO THE STREET AN R IN T I I ';, <�„� �� " " s DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER R ,, - SERVICE AND DUAL WATER METER: 314 DOMESTIC AND 1 FIRE r,p CIVIL o��` �' T - 44.98 N 89'4127�9r5r LU POLLUTION CONTROL ARE TO BE PRIVATELY MAINIAINED AND SHALL NOT SPRINKLERS, AT OWNERS EXPENSE or C "��F MODIFIED WITHOUT A PERMIT FROM THE CITY' 1259 T--276.35- z CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK SCALE AS -BUILT DESIGNED BY: BRAWN BY: HNCRES BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. (� QeCO7`0 s - AS C4M / ESCRIPTION: POINT N0. 1039 PER ROS 18416, PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D AP'. ODD GRADING PLAN FOR: Z W 5 "BRASS DISK 'ENC -39'. HORIZONTAL: NOTED DATE: �'ti'I6 A^ � BY: ,�y,. BYER RESIDENCE W a (CORD FROM:FlELD SURVEY AND RECORD DATA PER 09/30/191 AI -��Il MASIH MAHER GLENN PRIUM 1731 CREST DRIVE, ENCINITAS, CA 92024 12919 -G NO. 2114 AND ROS 18749 AND ROS 1112. R.C.E. NO.: 65122 ELEVATION: 323.98 FEET VERTICAL: NOTED ERIN • RIST EXP. DATE: DATE: 0/ 31 /16 2 APN N0. 262 - 032 -10 im, DATUM: NAVD88 RCE: 65122 ERIN RIST EXP. 9 -30 -17 DATE: DATE: SHEET 2 OF 4' PLANING CASE N0: 16 -014 CDP z z is W iE O 8 U 1 r DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING. SEE LANDSCAPE PLAN OF SIORETENTION AREA/ THIS SHEET PER APP. E.20 OF 2016 BMP DESIGN MANUAL - RECOMMENDED PLANT LIST RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 12" FROM THE SURROUNDING GRADE. MAX SLOPE OF SIDES 3:1 (H :V) (E) GRADE 7 L7 3MV2 111 I fqfiyilkHf 2" MIN - FREEBOARD CATCH BASIN SIZE PER PLAN ROCK APRON PCC HEADWALL B1 3" SHREDDED FOR ENERGY AT PIPE OUTLET PER NON - FLOATING DISSIPATION TABLE ABOVE HARDWOOD MULCH -- - - -- ------ - - - - -- -- ---i�j BIORETEN17ON PCC HEADWALL AREA PER MOD,. IED SDRSD D -32 81 TYPE B; H =32 ",• A =16" (E) GRADE STORM DRAIN \' PIPE PER PLAN 18 MIN. ENGINEERED SOIL *SEE NOTE BELOW �- 2 -3" OF 318" GRAVEL 18" MIN. ** SEE NOTE BELOW FILTER COURSE °� V` � `_•�� � ` ° L OVERFLOW PIPE SIZE ', `= ` nv rtKrl PER PLAN ISUBDRAIN PROPi *BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18° DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. SOIL SHALL HAVE MIN 5 IN /HR FILTRATION RATE. * *INFILTRATION STORAGE ABILITY CLEAN, WASHED j INCH CRUSHED ROCK BIORETENTION WITH PARTIAL RETENTION 'DETAIL , NOT TO SCALE 364.00 362.00 360.00 358.00 356.00 354.00 352.00 350.00 348.00 346.00 CHANGE NO. SECTION A -A SCALE 1 "- 10' -O" m- ,; LANDSCAPE PLAN BIORETENTION AREA 0 20 40 Feet 0 0 0 N_ -0 UFj1 f�jjl 1 on 77777.. PLANTING LEGEND ' @Q� BOTANICAL NAME COMMON ' °�{ 3 B MUHLENBERGIA DEERGRASS BASIN BOTTOM AND SIDE" - RIGENS SLOPES � � � � � � ° � '�� �•• -- - MAHONA NEVWII NEVIN'S BARBERRY BASIN SIDE SLOPES F • JUNCUS PATENS CALIFORNIA GREY BASIN BOTTOM AND SIDE RUSH SLOPES (20vQUftAf #3LDSNG C lTY NMtM9Las ANEMOPSIS YERBA MANSA BASIN SIDE SLOPES CALIFORNICA Fog &ZOSS_LOT r 0t4r/JAf mss; b'° �•.. JUNCUS MEXICANUS MEXICAN RUSH BASIN BOTTOM AND SIDE 0&-o ow 2616- X16 "�� -�� ' SLOPES sSS ). - F,3 NOTE PLANTS SELECTION PER BMP PLANT LIST APPLICABLE FOR BIORETENTION BASIN. RIP RAPPISSIPATOR'= PER DETAIL 1/ SHT 2 I O' A) APPROX. TOP OF CMU RETAINING�G�� SLOPE EEPENED WALL PER SDRSD _ A BIORETENTION Im.N. _ C -3, TYPE 3 441.33' O _ - - -- -- -- -- 2250 SF FG =355 CMU RETAINING WALL , TW =360.0 PER SDRSD C -5TE 5`-" TW =361.5 FG =358.5 _ TW =360.0 7 FG =354.6 J FG= 10i i.nm X5.3 i _ _ �' DRAINwP�P le W �P � �� _ DRAW CONSTRUCTION LEGEND G =360. ��G 356 0 MA HARDSCAPE/ DRIVEWAY CONCRETE PAVING _ 0 POC- CAk,RETAINING ° 2 8" SDR -35 DRAIN PIPE 2% MIN SLOPE* 11 PEHEEf `� / FG =358.8 WALL PER SDRSD �'� " S� - E 3 4 AREA DRAIN NOS OR EQUIV. r. EXTEND CATCH IN 12° �r�� ,� °'' C 3, TYPE 3 EL PIPE OU/�WIVERT _w ELEVATION FOR SEDIMENT `� / NOTE. DO NOT �� ` APPROX. TOP OF 4 18" SQ CATCH BASIN NOS OR EQUIV. UNDERMINE (E) OVERSTEEPENED O 1731 CREST DRi SLOPE 5 4" SDR -35 DRAIN PIPE 2% MIN APN 262-032- t0 " ` 36/ SOLAR PANELS SLOPE* l STRUCTURE wv 6" SD R -35 DRAIN PIPE 2% MIN SLOPE* b l N 'I �, Z CMU RETAINING WALL PER SDRSD C -3 TYPE 3, ` 4n A 1P � . � O C -5 TYPE 5. SEE PLAN FOR WALL TYPE LOC. CONCRETE GRAVITY WALL PER SDRSD C -9, TYPE A. IF WALL GREATER THAN 2 FT, PER SDRSD C -1, TYPE 1 ... t >.......... // 9 10- RETEN71 AREA PERMANENT BMP O PER DETAIL 1/ SHEET 3 RIP RAP DISSIPATOR PER DET 1/ SHEET 2 PERMANENT BMP SPECIAL INSPECTION NOTES: 1. SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES. 1, 1. BASIN EXCAVATION 1.2. PLACEMENT OF RISER PIPE, OUTLET PIPE, ETC. 1.3. PLACEMENT OF GRAVEL LAYER 1.4. PLACEMENT OF ENGINEERED SOIL LAYER 1.5. FINAL BASIN GRADING 1.6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED PERMANENT BMP OPERATIONS AND MAINTENANCE NOTES: 1. PROPOSED PERMANENT BMP: BIORETEN71ON AREA BMP Bl IDENTIFIED ON THIS PLAN AND PER DETAIL 1/ THIS SHEET. 2. ACCESS TO PROPOSED BMP AREA AT NORTH SIDE YARD. 3. PROPOSED PERMANENT BMP IS DETAILED WITH CLEANOUTS. BIORETENT10N AREA ITSELF IS FLAT AND EASY TO FACILITATE INSPECTION AND PERFORM MAINTENANCE. 4. RECOMMENDED EQUIPMENT TO PERFORM MAINTENANCE. RAKES, SHOVEL, HOSE. 5. � VEGETATION REQUIRED FOR BIORETENTION. DEEP ROOTED, DENSE AND DROUGHT TOLERANT PLANTS. DESCRIPTION APPROVED DATE BENCH MARK SCALE 15 - S T C - / ESCRIPTION: POINT NO. 1039 PER ROS 18416, 5 "BRASS DISK "ENC -39 ". HORIZONTAL: NOTED- ECORD FROM:FIELD SURVEY AND RECORD DATA PER AAP NO. 2114 AND ROS 18749 AND ROS 1112. ELEVATION: 323.98 FEET VERTICAL: NOTED ERIN E. IS DATUM: NAVD88 RCE: 65122 \N E R r No. 65122 Exp, 09/30/2017 GARAGE FF 3691. -5 b V. ' '� ) ._,a f Zx - -- i GRADING PLAN 0 20 40 , Feet ' 1 UtZAUNtU tfT: 1 N t1T: LHt1 AS -BUILT ERIN RIST RV ERIN :KtU HT: RIST ENGINEERING DIVISION APP PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ,ED DATE: 6• *1 -W AA. �09 30 1 11 -1-11 MASIH � R BY: � � R.C.E. NO.: 65122 EXP. DATE: DATE: A / m j ( b ERIN RIST EXP. 9 -30 -19 DATE: 11 24 SQ CATCH BASIN NOS OR EQIV. 12 DUAL -Y4" WATER METER FOR DOMESTIC AND 1m FOR FIRE SERVICE 1© NEW DRIVEWAY - D.G. 14 PCC HEADWALL PER DETAIL 1/ SHEET 3 1© 10" SDR -35 DRAIN PIPE 2% MIN SLOPE* UNLESS OTHERWISE NO N" $9'50'11 "W 441.33' % I 6 `` �ornN� 'yQpj� o: � pip ppn 9 N 89'4127v --4q 5T' VS SITE MAP (D CL 0 60 1 0 Feet W Lu Q zZ CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING `N0. �_ GRADING PLAN FOR: Z W BYER RESIDENCE W 0 12919 -G 173-1----CREST [}RIVE,-- ENCINITAS, CA 92024 APN NO. 262- 032 -10 4 PI ANING C SHEET 3 OF NO• tg -014 CnP 2. ATTACH THE FILTER FABRIC AND EXTEND IT INTO THE TRENCH I A -1 1 1— 1. SET POSTS AND EXCAVATE A 4 x 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 4 x 4 TRENCH (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE NOT TO SCALE �' U1 (A1c 7,rv=IlFlr ir 11 j I rL SECTION NOTES EROSION CONTROL LEGEND (mx2DQ00> GRAVEL BAGS (SC-6 & SC-8) PER DET Ell SHT 4 SILT FENCE (SC-1) PER DET CONSTRUCTION LEGEND-EC @GRAVEL 7',GS (4C-61SC-8) DET. El SHT 4 nE2 SILT FENCE (SC-1) 1. 314- ROCK IN E2/ SHT 4 DET SHT 4 BURLAP TYPE BAGS. 2. BURY FIRST BAG CROSS-REF CALTRANS CONSTRUCTION BEST ONE HALF BAG DEPTH. MANAGEMENT PRACTICES 3. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. 20 ®® DRAPp ",A I 1D 0 IS N D RP - IP3E P/ AN 30- DRAI N PIPE =39 TG 5 1� IE=360.0 71 GRAVEL BAG DETAIL 350.21 NOT TO SCALE El N 79'41'05'E ", ...... . .. . ........ . -7 7' 1� .......... . . E, ­5 w'N 368 z ­FS- �"Cmu WALL PER "'& . ...... SDRSD' TYPE 5 371 TW=36 FG=J6 ..... . . ... Elu - TG=3-11.*' S 71 . . ....... Alva SITE, WALL - TO BE REMOVED 77 4 FG 369 =. , .. .... . TG 3636 77_77_Z7M,-_, EXTEND CATCH BASIN 12- MIN BELOW PIPE OUTLET/ INVERT TW=369 5 ELEVATION FOR SEDIMENT CLARE. WALL PER SDRSO C-5, TYPE 5 IE=364.di I 0 4 TW-i 9 7 ­CF —',q —N FS=J W'ATER' 1 7 14 r' 1. FGZ69. 4 4 �It�"� ....... . .... . ............ CET \4 IE-369 <.* I ' ­ 4 1 i '. 4 71.8 4 .............. . ... 4 4 Ihr "AAED 4 . . ........ . REM, W W W IL TG=J69.4 �'­ ... ... . .... . '1114 FIG `7�� -77',' IE=J68.6 0 TW=J69. 4 14 'All L! 6 10' S TW=372. FS=370.9 '111W 441.33' N iV50 I TW=373. FS=371.0 APPROX. LIMITS FS=371.0 -7-T OF WORK V""kim"41N, (E) CURB TO FS -372.5 BE REMOVED EROSION CONTROL PLAN go, 79.4va"E 350 , .21 . ... .... .. ,AWWQ�l 0 10 20 2",032-08 ..... . Feet idi OFESS 1 SITE L M14A r 0 _E" I Lis. .. .... .. CL 60 1 ti a JeAVI 0 ?LAIJ -SAIMF 1z D 3. <.;� ° °" �... % No. 65122 Fee t Exp. 09/30/2017 "J Q) N89*41T7 9f5 U CiVIL P. uj CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK SCALE AS-BUILT _Ur_a1k71'1r_U DT; I ERIN RIST I RecoRp ?LAWS - 4S-13(ar )ESCRIPTION: POINT NO. 1039 PER ROS 18416, PLANS PREPARE-5- Z.5"BRASS DISK "ENC-39". HORIZONTAL: NOTED ?ECORD FROM:FIELD SURVEY AND RECORD DATA PER AAP NO. 2114 AND ROS 18749 AND ROS 1112. IVO 09/30/111 14RO ELEVATION: 323.98 FEET VERTICAL: NOTED E IN El RIST EXP. DATE: DATE: DATUM: NAVD88 RCE: 65122 ERIN RI�T i KLU UT: ENGINEERING DIVISION ERIN H151 JPERVISION OF RECOMMEN ED AP DATE: 1-29-111► v 4A, A By.. R.C.E. NO.: 65122 MASIH MAHER GLE EXP. 9-30-141 DATE: DAI Zz CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: Lu BYER RESIDENCE 12919—G UJI 0 1731 CREST DRIVE, ENCINITAS, CA 92024 APN NO. 262-032-10 PIA141mr r.Aczp mr)• 1A—f)l& rr)p SHEET 4 OF 4