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2015-12178 G (Plans)r of • • /� 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 1828 HYGEIA AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY HETHERINGTON ENGINEERING DATED JUNE 26, 2014 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 (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - 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. 12178 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ", THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. AL{ 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 CF, 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 CONSTRUC77ON 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. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 12 H 1 V MAXIMUM VERTICAL DEPTH OF CUT = tl FT MAXIMUM VERTICAL DEPTH OF FILL = f0.6 FT CUT = 100 C. Y. FILL 100 C. Y. EXPORT = 0 C. Y. REMEDIAL = 705 C. Y. * ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. -EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY (CALCULATED ON A THEORE77CAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPAC77ON DEPTHS. -]FAT IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 263 SOFT (EXCLUDING ROOF AREA) IMPERVIOUS AREA AFTER CONSTRUCTION: 450 SOFT (EXCLUDING ROOF AREA) INCREASE IN IMPERVIOUS AREA: 187 SOFT IMPERVIOUS AREA REPLACED: 263 SQFT PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beech, CA 92075 ph 858.259.8212 1 fz 858.259,4812 1 plaaengineering.com EROSION CONTROL L IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE HOILES AT (604) - 980 -7720, 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 (409). 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 DISCHARG E ONTO PRIOR TO COLLECTION AND DISCHARGE 0 R ASS AND LANDSCAPE AREAS 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 IMT7HOUT 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 29 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 SPECIFICAT70NS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS77TUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR 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 EXIS77NG 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. 3 IS 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB 195 REQUIRING THAT NO -LEAD BRASS BE USED IN THE Q 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 PROTEC77ON IN ACCORDANCE WITH WC -17 OR WC -18. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTLITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LEUCADIA WASTEWATER DISTRICT- (760) -753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. POST - CONSTRUCTION BMP NOTE: 1. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF ROOF DRAIN, DRIVEWAY, AND STREET. 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 POLLU77ON 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 CONSTRUCTON 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 MTHIN 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 RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195, FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUC7ON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLU77ON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITI0NS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL G ADING ACTjVITY, D ADVISE ON THE COMPACTION AND STABILITY OF THE SITE, 7; SIGNATURE: DATE: COZ. IV' 1jel -§T-EVL HOILES FOR SURFSIDE PROJECTS, LLC 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 PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY 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 ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: i• IH I3 QgOFESS /OAq BRIAN M. AR IOLI RCE No. 71651 O �CHAEL �� F PASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 w m No. 71651 o m RCE EXPIRES 12 -31 -15 01- Exp. 12/3115 m OWNERIPERUMTEE SURFSIDE PROJECTS HYGEIA, LLC 830 HERMES AVE ENCINITAS, CA 92024 PH: (604) -980 -7720 SITE ADDRESS A.P.N.: 1828 HYGEIA AVENUE 254 - 073 -20 -00 ENCINITAS, CA 92024 ZONING REOUIREMENTS R -3 ABBREVIATED LEGAL DESCRIPTION LOT 4 OF BLOCK C OF AVOCADO ACRES NO. 2, IN THE CITY ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1802 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 6, 1924. EXCEPTING THE SOUTHERLY 65 FEET THEREOF. (AS DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS DOCUMENT NO 2014- 0102435) OCEAN TOPOLWiliffifY TOPOGRAPHY INFORMATION FROM FIELD SURVEY WAS PREPARED BY PASCO LARET SUITER & ASSOCIATES, PLS 8548, MARCH 28, 2014. VICINITY MAP NTS SOILS NGINEER'S CERTIFICATE I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN S DY OF THE THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMP LING AND SOIL CONDITIONS PREVALENT WITHIN THI 11E WAS MADE BY ME OR UNDER MY DIRECTION ON L / AND FOR AN UPDATE ON /1 //SA . ONE COMPLETE COPY OF THE SOILS REPOT 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 HA V 1 I 0 TED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: 397 EXP. DATE: -3 Zrz he �QROFESS /p� JOB #. 7g/2 . / a HETHERINGTON ENGINEERING, INC. No.397 z 5365 AVENIDA ENCINAS SUITE A ExP• Date 3% a CARLSBAD, CA 92008 PROJECT NO. 7412.1��+�� PHONE (760) 931 -1917 LEGEND STANDARD PROJECT S.D.R.SD. = SAN DIEGO REGIONAL STANDARD DRAWINGS LEUCADIA WASTEWATER DIST. SURVEY BOUNDARY - - ADJACENT PROPERTY LINE /RIGHT -OF -WAY ENCINITAS FIELD OPERATIONS CENTER LINE - EASEMENT LINE --- - --- -- BUILDING SETBACK - - PROPOSED SD (SIZE & TYPE PER PLAN) PROPOSED PCC FLUSH CURB PROPOSED RETAINING WALL PROPOSED PCC PAVEMENT �. PROPOSED BUILDING PROPOSED AC PAVEMENT '. PROPOSED UNDERGROUND STORMWATER STORAGE TO BE PRIVATELY MAINTAINED PROPOSED BMP TREATMENT AREA PROPOSED YARD DRAIN PROPOSED SWALE/FLOWLINE E- FENCE LINE - - - RETAINING WALL EX. SEWER LINE S--� EX. WATER LINE DITCH /CURB FLOWLINE CONTOUR LINE _ - _._ - - - - - _ INDEX CONTOUR LINE - - - - - - - - - MANHOLE MH CLEANOUT co WATER METER WM O IRRIGATION VALVE IV POWER POLE PP GUY EYE (ANCHOR) GUY FIRE NOTES. 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 3. FIRE APPARATUS ROADWAY GRADES EXCEEDING 159 ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE A SURFACE OR PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE. 1 BMP STATUS: 1 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUI DING DESIRMT BY DRRM aY °H BMA BY ENGINEERING DEPT. APPROV LS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. C-RAN&EGAAACrE PIS ( S CPS POINT "134WCCS1" PER RECORD OF PL S PREP D UNDER THE SUPERVISION OF REVIEWED BY. sRN GRADING PLAN FOR: Qi •( SURVEY 18416. PT. NO. 1024 REVI WE BY.' r/Q MONUMENT DESCRIPTION: 2.5" DISK IN THE HORIZONAL 1" =10' DATE: Z•1$•13 �A 12178-G SIDEWALK IN THE SOUTHEAST QUADRANT MASH MAHER GLENN PRUIM 1828 HYGEIA AVE LEUCADIA BLVD. -`- 1% R.C.E. NO.: 71651 DIRECTOR OF ENGINEERING VERTICAL NIA DA BRIAN M. ARDOLI 0 EXP,: 12 -31 -15 AND PUBLIC WORKS DATUM: NAVD -88 ELEV.: 178.543' DATE: 2 /Z� / DATE: 2 /LL //s 1a -1.5.3 cna A.P.N. 254- 073 -20 -00 SHFFT 1 OF 3 PLSA 2198 STANDARD PROJECT AS BUILT LEUCADIA WASTEWATER DIST. ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS & RECREATION DEPT. ENCINITAS FIELD OPERATIONS PUBLIC SEWER SYSTEM APPROVAL APPRO)/E BY: LWD DISTRICT ENGINEER 1EP EN DE €R G, R/ *A1 �u D�(c REVIEWED B AT . 7 ED Y �� DATIEL._ /S REVIEWED Y' DATE. R D E. BRIAN M. ARDOLINO DATE E,C,E. - -1 51 EXP. 12 -37 -75 FIRM REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUI DING DESIRMT BY DRRM aY °H BMA BY ENGINEERING DEPT. APPROV LS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. C-RAN&EGAAACrE PIS ( S CPS POINT "134WCCS1" PER RECORD OF PL S PREP D UNDER THE SUPERVISION OF REVIEWED BY. sRN GRADING PLAN FOR: Qi •( SURVEY 18416. PT. NO. 1024 REVI WE BY.' r/Q MONUMENT DESCRIPTION: 2.5" DISK IN THE HORIZONAL 1" =10' DATE: Z•1$•13 �A 12178-G SIDEWALK IN THE SOUTHEAST QUADRANT MASH MAHER GLENN PRUIM 1828 HYGEIA AVE LEUCADIA BLVD. -`- 1% R.C.E. NO.: 71651 DIRECTOR OF ENGINEERING VERTICAL NIA DA BRIAN M. ARDOLI 0 EXP,: 12 -31 -15 AND PUBLIC WORKS DATUM: NAVD -88 ELEV.: 178.543' DATE: 2 /Z� / DATE: 2 /LL //s 1a -1.5.3 cna A.P.N. 254- 073 -20 -00 SHFFT 1 OF 3 PLSA 2198 LEUCADIA WASTEWATER DISTRICT NOTES i. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING r ( NOTE(S) OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM j 1. ALL PROPOSED UTILITIES SHAL BE INSTALLED UNDERGROUND. TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND EXISTING SINGLE STORY HOUSE TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC - - -- IX LWD SMH WE CONSTRUMM NOTES WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD PROPERTY FRONTAGE TO MAINTAIN 103 -0730 DRAWINGS, MOST CURRENT EDITIONS. iN THE EVENT OF CONFLICT THE ®� , N: 254- 073 -16 -00 75A EXIS71NG DRAINAGE PATTERN AND ! X11 LWD SEWER STANDARDS GOVERN. Q!'' MILS OF UNDERGROUND ACCEPT-RUNOFF FROIf STREET 1❑ EXISTING TREE TO BE REMOVED LIMITS OF UNDERGROUND �IiADE L 0 DRAIN 10 is �L . � � J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY 741° STORMWATER STORAGE TG BIORETE ON BASINS Q ,�` ORMWA7ER STORAGE -; = "� ❑2 EXISTING BUILDING TO BE REMOVED REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 71.7 IE p " 73.72 FL i0 SYS 3.22 FL a3.,2' 22 FL 74 8"E 1 11 23.96 -fL 10' -SYSB �.____�_- _ --- - --_ - -- - -- -A 4 - - - �' (3.5 %) ❑3 EXISi7NG CONCRETE TO BE REMOVED 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS A -' 4'' � ` C„ 7s.T SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. `80.SF.`.'.'. ( 74.13' 3 FG ® PROPOSED ASPHALT PAVING 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF 6 Ans IX EDGE OF 5 PROPOSED 5' CONCRETE SLAB OVER COMPACTED NATURAL GRADE DRIVEWAY ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL 2 REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFEC77 VE IN �� 73.9 FG 73.0 FG EX BLDG ► • 73. FG 74• FG o, PAVEMENT ❑ P OPOS D -- 2 77. C MATCH IX WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD � � � I - 25' B� (76.92) FG � [0 CONSTRUCT 67116' PCC FLUSH CURB (0" HEIGHT) WITHOUT EXPENSE WHATSOEVER TO LWD. FG 74.0 FG • ^ r 73.90 FL HIGH PT 74. FG I v 'g F 7 d Zid U g 0 CONSTRUCT BIORETEN71ON BMP AREA PER DETAIL THIS SHEET 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A BUILDING D, '� '. .43 LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 I 73,4' ROOF LINE ° ° W R HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. I V o' j . e ®<°n ® INSTALL 6' WIDE PERMEABLE PAVER PARKING AREA PER DETAIL THIS SHEET - GARAGE .�� ( I N W 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A I PAD -M.&F " REPRESENTATION OF THE ACCURACY OF THE LOCATON OF, OR THE ICAL I PROPOSED RESIDENCE 73.50 k"5 ( EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR DETAIL BELOW A6 � MATCH IX 3 STRUCTURE WITHIN THE LIMITS OF THiS PROJECT. 14.2'/ I APN: 254- O,f73 -20 -00 EXISTING E 4 5 a I PAD = 74.00' STORY HOUSE ^ ° (76.83) FG Q 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD ( 74,0 FG 74.0 F 74.0 FG 1 76.8 TIC Q ° DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 73.68 FL �' ' I 74.0 FG FF = 74.67 K 3q 76.9 TIC � °p DISTRICT TO DON W y 1.5% �_-�� r� � IX 414' WA R SERVICE 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY APN: o - F 1 L 1 �` a ANDIS /8= M BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER 254-073 -03 -00 M ( W W SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER o � y M / } 76.0 , i , i DIS TO iNST 1" UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD 74 =11 d PPER WATER 7ERAL INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. z _ /� EX WOOD 74.0 B I AND DUAL METER PER / HiIECTURAL DECK 174.5 MASONRY PLANTER WAS WS -09, WC- 7, 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO ^� / _ PER WALL 76.8 TC AT OWNERS EXPE SE THE SEWER MAiN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON / y 1 4 rn THE PLANS. 1 / ENCROACHMENT � PROPOSED = I I � MAINTENANCE REM VAL 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE 73.` 5% 74.0 FG 73.4' Il BUILDING - ^�� -, --- - 4.9' W AGREEMENT REQUIRED FOR ATEACH LATERAL LOCATION BY THE CONTRACTOR. I ROOF UNE/ 1 -"I 9 �% v EX OVERHEAD FRONTAGE IMPRO MENTS I 74.0 FG 74.0 76.0 TW `I' cy INCLUDING LANDS PING PER 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH N D �? - - - - ` 74.0 BW bit • G- y ry (POWER LINES ppC # 1011 354 LATERAL. THE WiRE SHALL EXTEND UP TO A 2 COPPER TAG 71ED AND # I EX �(� - - 7370 TG� 767 TC SOLDERED TO THE WiRE. THE TAG OVER THE SEWER MAIN SHALL 7346 25' RYSB 715 IE ?' G I 25' F15B REC TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST \ SHED 00 FL ` "h - Z IX SANITARY BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL A y 4' 73.34 FL 73.00 i 7 A Q; 73.3 f1 - - - ��- - � - ' FL - 1 73.72 � 1 1._ SEWER LATERAL SHALL EXTEND ABOVE GRADE UN7iL CONNECTED AND SHALL THEREAFTER 74.0 FG l 6 IE 166.5 80. SF .'.' _ BE BURIED AT THE POINT OF CONNECTION. w ; � 732' %7 ... .'.'. - - X8_._4% 5 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. _ _ _ -- __�_ _ ,� 70 _ _ 7 TO' SYSB LIMITS OF N 74 °57'21 "E 154.91' i0' SYSB 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, UNDERGROUND LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT STORMWATER APN.' 254.073 21.00 5' PEDESTRIAN AND (1.6 %) /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL STORAGE COVENANT RECORDED AS LIMITS OF UNDERGROUND LiftlVEV�IAY GENERAL U77LITY I ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION DOC.2®1S- o®Sg33� STORMWATER STORAGE EASEMENT OF ALL OTHER UTILITIES AND UTILITY LATERALS. DATED L ®Icy -1{j �/ 73'7' DOC. X12015- OOS133f. 2 ' 20' 10 5 0 10 20 30 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE HOLDING THE CITY HARMLESS FOR REC. 1! ®1 p 1 FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. EXISTING DRAINAGE CONDITION samm PLAN VIEW -- .___....____..- __.._ - -__ r � GRAPHIC SCALE IN FEET 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO IX LWD SMH EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE OVERFLOW PIPE SCALE: 1`_-10' IOJ -0720 MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW TOP OF PIPE TO MATCH MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES ELEVATION OF OVERFLOW EDGE AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT DROUGHT TOLERANT 17.EXISTiNG PiPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING p�S (iYp,) SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN 2' HARDWOOD MULCH/ ACCORDANCE WITH LWD STANDARD DRAWING S -32. IF NECESSARY GRASS COVER OR CITY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE APPROVED EQUIVALENT # ° ° 314' WASHED GRAVEL EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY BIORETENTION ENGINEERED SOIL LAYER SHALL BE 40% VOIDS MINIMUM PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD MINIMUM 24° DEEP 'SANDY LOAM" SOIL MIX WITH NO 6' OVERFLOW PIPE SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY 2% 1% MORE THAN 5% CLAY CONTENT THE MIX SHALL A PER GRADING NOTES: REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH CONTAIN 50 -60% SAND, 20 -30% COMPOST OR 6" PERFORATED PVC AREA PBi DETAIL WITH ATRIUM GRATE L ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE "jllj =(jJ -+ " x=11 1= PERFORA710NS ®1' ON CE7JiER THiS SHEET 6" „r_� -= , , ,a 6 HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF 6 6 3 APPLICANTS PROPERTY IF ANY DISTURBANCE TO ADJACENT ALLOWED. {- v I =I1 I - - I' ON EACH SIDE AND ON BOTTOM OF PIPE 24' LAYER NENE ED SOIL : , =�=1 { -11 1 1 STONES, STUMPS, ROOTS OR SIMILAR OBJECTS, AND PROPERTIES I ANTICIPATED AS A RESULT IN ANY PROPOSED WORK f F t 11 =1� ll Ili1� 1 _ ALSO FREE OF NOXIOUS WEEDS x OR AT THE DISCRETION OF 11IE CITY FIELD INSPECTOR. A WRITTEN 18. FOR CONNECTION OF PLAIN END M PLAIN END PVC SEWER, REPAIR LA _ -- ` °' "` LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME 2' LAYER OF i i ( .I i h)1 I N h I i F� 11- BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER • 6' WC OUTLET PIPE s* € 3/8 GRAVEL (_ ( N 3/4 CRUSHED ROCK LAYER SHALL 8E A MINIMUM SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE REPAIR COUPLINGS SHALL BE RUBBER GASKETEO WITH NO CENTER STOP. ys� 1 j =1 _ ! I 1 SEE SEC17ON A -A ;1E OF 12" BUT MAY BE DEEPENED TO INCREASE THE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF! -11� I I I 11= 1i1 -11=i =1 THE REPAIR COUP • -1 "a - INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE, - '_ AND SUBMITTED TO THE CiTY IS GROUNDS FOR A STOP -WORK TO BE COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL 12 LAYER OF n 1 I I I-�� PER PLAN THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING 3/4' GRAVEL)�1 1j�C�T EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND 6• NON_pERFORA7ED pVC ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED **SEE NOTE BELOW ,_ 11_ I11 (I +j ! SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, IN BIORETEN110N AREA OBTAINED. BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END t lI Ii THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% NOTES. PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY III ill W�11 - _ =I1= III -Ili 7L .1�1 -�) OF THE IMPERVIOUS AREA DRAINING TO IT. ALL 1. 2,646 CU FT MINIMUM TOTAL VOLUME OF 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. - 111�1�!� (�11�1�= �11�� -�I- BIORE(ENTION PLANTERS TO BE DEPRESSED AT LEAST GRAVEL NEEDED FOR STORMWATER STORAGE FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE --I ! El I I-1 a ❑ I I- 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE 1IE� =_,LI +, n I ILL 11 6" BELOW ADJACENT FINISHED SURFACE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO 774E STREET USED C TIE-IN TO EXISTING VCP. FOR CONNEC170N OR REPAIR OF BIORETENT /ON AREA DETAIL SECTION A A AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND PLAIN END VCP TO VCP TI ROMAC INDUSTRIES, 70 STYLE 501 STORMWATER DETENTION LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO NOT TO SCALE R CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY PVC, A ROMAC INDUSTRIES, INC, STYLE RC 501 REDUCING COUPLING NOT TO SCALE WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A R/W MONUMENT NOTE: GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON 5 PEDESTRIAN AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL GENERAL UTILITY BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE EASEMENT AND /OR BENCHMARKS WHICH WiLL BE DISTURBED OR DESTROYED BY PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE g + i 6' --- ���{{{ R R CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND PROPOSED EXISTING R/W R/W OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 4' 2% PAVEMENT 20 20 WATER METER .-�- -- .... 2�--- 12' PROP WIDTH --1 SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS 2' - - - -2' 0 111' WIT t8' 112'- APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FORA a + t3' r THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO APPROXIMATE IX START OF CONSTRUCTION. IF THE ONE YEAR TiME LIMIT IS EXPIRED " 1= 111 =111 + PROPOSED 6' PAVING SEC71ON r r SURVEYOR'S ACT. -i 2% M/N 2% MIN . �' ' (! �I I jj l-=1 PAVER PARKING PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT 2O% mAX 20% MAX I ' I -{ il�I i-I PROPOSED EDGE AREA 2% 2 %s VARIES VAR- i?y VARIES THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW _ ---- -_ - +- 111 III I1= III= Ili -L) OF AC PAVEMENT `- _ AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE = I�= i l�l l l� l - - - - - = L =I I I -11 ._ _ - -- , -1- 111=1_ 1� =111 + �1 . • _ - - - l X-C: =11 X11 �d _'F NOTES TO CONTRACTOR: =1 f= I ( r - 11 - � { L 6 1 "PCC - 1 =❑ 1 111, III- III i (1 =1 I I-- r U77LI71ES ARE KNOWN TO EXIST iN THE AREA. INFORMATION SHOWIJ MADE AT 174E DEVELOPERS EXPENSE AND APPROVED BY 1NE LWD _, - I -- I I - -- I i lk 1�1 {-1 I -I i l 6 i -„ ;❑ I II 1 E=1( I ,l �I I 1 1 I� I I 1 1 -11 -1 1 l=i 1 , , - __ _ , ;HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT DISTRICT ENGINEER PRIOR TO 1NE START OF CONSTRUCTION. = - � FLUSH CURB C FILL OPENINGS IN 6 16 ° Puu r�wn uurco =j 1 j _(j 1 =i 1 =) -j ! 1 ( 1I I j -; I I (_ ' -; ' -j I ( -> + { (i-; I 1 =(j j 1�11� -N, " AT EDGE OF PERMEABLE 1:= 111 I1= - iii-= llr- llhlllli -l� t -ill = 111 =_1I i -r+r +ir +i ,� I HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. ! 4" BASE COURSE LAYER PAVER UNITS WITH /4 + "- 3 �� k r CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR ROFESSIO FLOWUNE ELEVATION 112 TO 1 ° AGGREGATE " PAVERS PROPOSED PER PLAN /PERMEABLE PAVERS ORCO TO % AGGREGATE + PAVEMENT �NG � + TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL %� �`" �o Fy AQUA -BRIG OR APPROVED EQUAL 2" BEDDING COURSE 6X16' PCC FLUSH CURB NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL PASCO LARET SU ITER z z DRAINAGE SW DETAIL ° " AT EDGE OF NEW PAVEMENT LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF w m No, 71651 o rn NOT TO SCALE 12° SUB BASE COURSE LAYER LAYER 1/4 TO 3/8 DISCREPANCY. m NOTE. i12" TO 3" ANGULAR ROCK AGGREGATE & ASSOCIATES Exp. 12/31/15 PAVER INSTALLATION SM LL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR HYGEIA TYPICAL SECTION CONTRACTOR TO COORDINATE WITH SOWD INSPECTOR FOR CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING REFERENCE ONLY. PAVER SECTION iS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS NOT TO SCALE iNSTALLA77ON OF PROPOSED WATER METER AT RIGHT -OF -WAY. WATER 535 North Highway 101, Ste A, Solana Beach, CA 92075 STq CIV1 V ��P METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING & � y � OF ca��F� HYGEIA AVENUE PARKING AREA DETAIL PROPOSED HAROSCAPE, UTILITIES, ETC. ph 858.259.8212 fz 858.259.4812 plsaengineering.com NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING °ES1RMT BY DRAWN 'BMA BY ENGINEERING DEPT. APPROV LS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. GPS POINT "134WCCS1" PER RECORD OF PLA S PREPARED UNDER THE SUPERVISION OF REVIEWE© BY. GRADING PLAN FOR: �7Q �BO T, Z• • 1 S SURVEY 18416. PT NO, 1024 REVI WE BY: 121 / O G MONUMENT DESCRIP770N:2.5" DISK iN THE HORIZONAL DATE: Z•IE•1.3 1828 HYGEIA AVE SIDEWALK iN THE SOUTHEAST QUADRANT MASIH MAHER GLENN PRUIM LEUCADIA BLVD. ��% 6u R.C.E. NO.: 71651 DIRECTOR OF ENGINEERING VERTICAL DATE: BRIAN M. ARDO AND PUBLIC RK DATUM: NAVD -88 ELEV.: 178.543' EXP.: 12 -31 -15 DATE: '2/23A S DATE: u /t� 14 -153 CDP A.P.N. 254 - 073 -20 -00 SHEET 2 OF 3 HYDROSEED NOTES , 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS EXISTING SINGLE STORY HOUSE -� � B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO I � LEGEND EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. .� 4° PROPERTY LINE 75. - / APN 254 - 073 -96 -00 - 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL l� f 3z ADJACENT PROPERTY LINE FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 74 1' SILT FENCE PER i v 73.2' N 745628„ E 154 91' DETAIL THIS SHEET � - CENTERLINE OF ROAD PROPOSED EASEMENT 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: - - - -- - - - -��- -� - ~ ` 76.7' A. SEED MIX SHALL CONSIST OF NO LESS THAN, -- - - PROPOSED SETBACKS c 1. 20 LBS PER ACRE OF ROSE CLOVER ? I q -C 2. 20 LBS PER ACRE OF ZORRO FESCUE N CE J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA I �� f AIL THY' ENTRANCE PER DETAIL THIS SHEET SHEET I I 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA - EN%N I I PROPOSED CONSTRUCTION 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) I v I PROPOSED SANDBAG BERM 6. 112 LB PER ACRE OF DIMORPHOLECA SILT FENCE PER 7 ITEMS C, DE AND F OF THIS SUBSEC7ION MAY BE OMITTED ON LOCATIONS I DETAIL THIS SHEET C �� "- v ! r° - vw- PROPOSED SILT FENCE WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC_?? -4' STREET OR RESIDENTIAL STRUCTURES. i Ii 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE I I I GR4 I BAG RM PER HYROSEEDING. 7� I DETAIL THIS SKEET, 11P 9. ALL SEED MATERALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED f LI.I 1 CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE 7 2{ f I I CER77FICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. z 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED I I f SLURRY AT THE DISCRETION OF THE CONTRACTOR. w I APN: �v j a I- .e llzc B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE ° ( - F " I - W TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY 254- 073 -03 -00 APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE W SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL C. FERTILIZER CONSIS77NG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% >-� SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. i l7 _ - _ ( �i 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY- 73.3' l 73.4` -4` IT 1 - -- -174eg i� A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. 7 ( I 1. TRACK WALKING SLOPES STEEPER THAN 6.1. L 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. SILT FENCE PER - - - - - - _-j DETAIL THIS SHEET may, ----- e - - - -' - ' - - -s� B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR 73 2, == 1.'. lb COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. �1 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE N 745721 "E 154.99' P R O J E C T I S P E R M A N E N T L Y L A N D S C A P E D O R , F O R A R E A S W H E R E H Y D R O S E E D I N G I S THE SILT FENCE PER PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY N: 254-073 -21 -00 DETAIL THIS SHEET 76.6 RELEASED. CiRIVEWAY 76.0' 73.7 10 5 0 10 20 30 I Wmaimmw ADJACENT PROPERTY DISTURBANCE NOTE \ GRAPHIC SCALE IN FEET ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY EROSION CONTROL PLAN IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER SCALE: 1 = 10 MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. COARSE ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AGGREGATE AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO FILTER BE ISSUED FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED. FABRIC ,,, ORIGINAL ADDITIONAL NOTES GRADE 1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETA71VE COVER, JUTE LANDSCAPE EFFICIENCY BMP NOTES: M47TNG) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON 1, ROU17NE INSPEC77ON TO GUARD AGAINST RUNOFF AND EROSION AND TO SITE SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) DETECT PLANT OR IRRIGATION SYSTEM FAILURE MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS 1.1' MIN., UNLESS OTHERWISE RUNOFF TWO ENDERS OF GRAVEL BAGS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER SPECIFIED BY A SOILS ENGINEER WITH ENDS OVERLAPPED 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM GAP BETWEEN BAGS (E G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR SEC77ON A -A ACTS AS SPILLWAY 3. ERADICA77ON OF INVASIVE SPECIES HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. GRAVEL BAG DETAIL 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN 2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCA) SHALL BE ALLOWED. OCIA MEANS NOTE: REQUIRED STORM RUNOFF GENERATED AND CONVEYED VA IMPERVIOUS AREAS, SUCH AS ROOF, CONTRACTOR TO MODIRY CONSRUCTON NOT TO SCALE ROOF DRAIN, DRIVEWAY, AND STREET. ENTRANCE IN THE FIELD AS NECESSARY 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 5. REPLENISHING MULCH AS NEEDED 4 BY 4 IN (10 BY 10 CM) THE POSTS. J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE CONSTRUCT SEDIMENT BARRIER AND DITCH TRENCH UPSLOPE FROM AND 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN SINGLE- FAMILY RESIDENTAL DEVELOPMENT THESE GUIDELINES ARE AVAILABLE AT CITY CHANNELIZE RUNOFF TO SEDIMENT ALONG THE LINE OF POSTS. HEALTHY PLANT GROWTH FALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. TRAPPING DEVICE 2006 -27. 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS A / �/ ��j �-j'- "',r ---! 6. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS 9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE WIDTH AS REQUIRED 10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP) TO ACCOMODATE w 6 IN (15 CM) ANTICIPATED TRAFFIC o 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE ALLOWANCE) 7HE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS A °HYDROZONE" 19' RADIUS I 20 MIN MIN ((T III I (I i ii� FILTER FABRIC `��� APPLIED WATERS ALLOWANCE) SYSTEM TO NOT EXCEED MAWA (MAX 44tOF ESSION I I - _ WIR CNAEL q ,V q ! �f__- �- ( /� _ E _ FIASCO LARET BUTTER � a � LANDSCAPE EFFICIENCY BMP NOTES: �e� �" CONSTRUCTION ENTRANCE DETAIL ® No. 71651 o m GROSS LOT AREA = 10,375 SF & ASSOCIATES Exp. 12/31/15 NOT TO SCALE TOTAL AREA EXEMPT = I0,Z1SSF CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING SILT FENCE DETAIL FROM MAWA CALCULATION 535 North Highway 101, Ste A. Solana Beach, CA 92075 ��q CIV1� �i�P NOT TO SCALE TOTAL LANDSCAPE AREA 42.90,620 60 = 40%54 ETD ph 858.259.8212 1 fz 858.259.4812 ( plaaengincering.com OF CA��FC REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGGNET By DRAA BY CHEBCKKEED BY ENGINEERING DEPT. APPROV S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. I 6 Z•�'i� CPS POINT "134WCCS1" PER RECORD OF PL NS PREPAR UNDER THE SUPERVISION OF REVIEWED BY. EROSION CONTROL PLAN FOR: Q SURVEY 18416. PT. NO. 1024 REVIEWS BY: 12178 -G MONUMENT DESCRIPTION: 2.5" DISK IN THE HORIZONAL DATE- Z-16-If MA/31H�Mf GLENN PRUIM 1828 HYGEIA AVE SIDEWALK IN THE SOUTHEAST QUADRANT (� R.C.E. NO.: 71651 DIRECTOR OF ENGINEERING DATUM: NASD 88 ELEV.: 178.543' VERTICAL D TE: BRIAN M. ARDOLINO EXP.: 12 -31 -15 pp I23 /I S DATE.uauC y{o� ; 1A -lri rnp A P N_ 2.54- m.3 -2n -nn �NFFT .3 nF .3 PLSA 2198