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2020-14709-G - LDEV-014893-2020 (Plans)R a RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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. BY CHRISTIAN WHEELER ENGINEERING DATED APRIL 17, 2019, PROJECT# 2190077.01 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. :n7ai::L�/a.��a:��IL.xyw.�y:eT��axrya:Tlaa �su:>.a.ceuyxyLLxaa,� n.re 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRECONSTRUCTIONMEETING 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: 14709-13 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. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL, 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME, NO.I DESCRIPTION I APPROVED I DATE 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (-IN PLACE"), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FRED FRANKE CONSTRUCTION AT X858) 518- 4711124 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON, 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 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 (WASCL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE 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 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. 8. 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. ELEVATIONS SHOWN HEREON ARE BASED ON 2.5" BRASS DISC STAMPED'ENC-31 LS 7322" FOUND AT THE NORTHWEST CORNER OF STORM DRAIN INLET ON THE NORTH SIDE OF ENCINITAS BOULEVARD, AS SHOWN ON RECORD OF SURVEY 18416 AS POINT NUMBER 1031. ELEV: 182.995. BENCHMARK DESCRIPTION: 2.5" BRASS DISK "ENC-31 LS 7322 LOCATION: NW CORNER S.D. INLET, N. SIDE OF ENCINITAS BLVD. RECORD FROM: RECORD OF SURVEY 18416 ELEVATION: 182.995' DATUM: NAVD88 AS -BUILT APPROVALS PLANNING REVIEWER CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS, THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE 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) 4364151. 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 CONSTRUCTION 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 POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. 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 UTILITIES 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 - CSD/ESD - (760).633-2770 LWD 760-753-0155 B. GAS S ELECTRIC - SDGE - (760)-438-6200 C. WATER-SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. TELEPHONE - SEC BELL - (760)3893411 E. CABLE TV - COX COMMUNICATIONS-(760F806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:(760)-633-2T70. 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT =1.9 MAXIMUM VERTICAL DEPTH OF FILL =3.0' CUT =35 C.Y. FILL =252 C.Y. EX/IMPORT = 217 C.V. IMPORT REMEDIAL = 173 C.V. 4' REMOVAL AND RECOMPACTION UNDER AND 3' OUTSIDE OF BUILDING AREAS DISTURBED AREA = 36,172 S.F. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 67,937 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 63,000 SOFT DECREASE IN IMPERVIOUS AREA: 4,358 SOFT REMOVED/REPLACED IMPERVIOUS = 3,110 SOFT REQUIRED TREATABLE AREA: 3,110 SOFT'.04 =125 SOFT OWNER ST. ANDREWS EPISCOPAL CHURCH 890 BALOUR DRIVE, ENCINITAS, CA 92024 760.753.3017 v SITE ADDRESS ➢FI DRIVE, ENCINITAS, CA 92024 :? 259 110-27 259-110-27 (1 O LEGAL DESCRIPTION ` PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND FILED IN THE DISTRICT LAND OFFICE JULY 18, 1881. (MORE FULLY DESCRIBED IN GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS DOCUMENT NO. 2005-0053105) I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: (L/ - --- '� ( DATE: 03.24.2021 SITE VICINITY MAP N.T.S. I, DANIEL ALDER A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 04-17-19 AND FOR AN UPDATE ON N/A . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJEC AVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: / RCE NO.: 36037 I%% opROFE53/0� EXP. DATE: 06-30-2022 C 38037 JOB#: 21900T7.01 EXp,06/30/22 CHRISTIAN WHEELER ENGINEERING 3980 HOME AVENUE SAN DIEGO, CALIFORNIA 92105 F A 619.550.1700 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 ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM TT1E NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTINGG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WOQK"PE) O HE NGINEER SIGNATURE: 858.605.0056 RICE EXPIRES 06.2022 �EBSi K No. RCE 72599 A EMP. 6 .1U ZIIII Ci it P v O DATE: 03.24.2021 BMP PROJECT STATUS STANDARD PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS DEPARTMENT 4/6/21 vy ��FIIRE �i u "" e 312) I � ZI John Ugrob 3-30-21 April 6, 2021 \ 03/29/2021 SIGN DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE BY: DRAWN BY: CHECKED BY: E GINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ZP REP RED U SUPERVISION OF RECOMM APPROVED: GRADING PUN FOR: DRIVE DATE: 03.24.21 R.C.E. NO.:72599 mer ST. ANDREWS EPISCOPAL CHURCH RE S EPISCLOUROPAL 14709-G S I DW ARDJ. IMMER EDWARD J. WIMMER CITY ENGINEER APN: 259-110-27 EXP.: Ofi/2022 4-8-21 4-8-21 v LDEV-014893-2020 Maxr«Dx - 1� jAC"KHIORL C. RID HERRINGBONE PAVER IN O $ 89, OR 9 AGGREGATE e.nab.a wrrm. ERRINGBONE PATTERN IN OPENINGS BUILDING EXTERIOR 3 I/8" (80 NUM) &:lee ieb«SR" DROUGHT IOEWT PLANTS mix STONES (SEE ARCH. PLANS) PER LANDWAPE PUN -STONE AQUA VIA I 1.5' WASHED RUNDFr vOwuE EMERGENIX 6PILLWAY COR PER ARCHITECT BEDDING MAX. EL 32J49 (SPILLWAY) R: 327.49 A TM N0.8 PARKNG AREA n' DEPTH EX, G'aNc. 4' OF IN MINUS ROCK area b.mn 2° WRMNIOD MUCH SPILLWAY 0° CONC.ESTRA CURB IloruSFR ° ° ^ EDGE RESTRAINT AT CHOKER LATER Toe a elope t*nee bemin PLAN tT o • • o o • o ° a' J,000 PSI GONCRDE BUILDING 1 e /a lwrs le' Ox c¢mER ucx 3000 PSI MINIMUM 3- PERFORATED HOPE PIPE WAY DEPTH TO BOTTOM OF TEMPORARY LINEAR SEDIMENT BARRIER (TYPE SANDBAG) IMPER"ff GEOLINR or \\� ROCK LAYER AROUND SDES (OPEN AmOM) OF NEW 6' CLASS 2 PRO WMIL BORW MOTH (VNiIES) NOTES 2T MIN WINNER MINIMUM, R 32Z16 COMPACTED TO 95% 6' SOt ttPW WASHED AGGREGATE RASE EMrnxG SUBGRADE. WMPACnON a� PAOP05ED PEAFOFATED MIN. SOL MEDA - REFER TO AEON PER REPORT FOR FURTHER DETALS/RECCOMENDAPONS PREPeFAUON Me SU MI N SURROUNDED SANDY LOAN SEE MIX wax - OVEREXCAVATION PER CEO7ECHNICAL REPORT. NEW PER GEOTENNIG. REPORT Or 4' OF r GRAVEL NO MORE THAN 5% CLAY CONTENT. - PLACEMENT OF WEAKENED PLANE CONG/JOINTS PER ACT SPECIFICATIONS IMPERMEABLE COMPACTED EL 32M MIX SHALL GOIBMN 5M-6M SOO NEW MIRAH PM 2M-NE COMPORT OR HARDxnoD MULCH. 60OX OR EQUAL ALONG LINER ON SIDES SUBGRADE (95R) 1 , AND 20%J0z TOPWIL GONG. EDGE RESTRAINT (OPEN BOTTOM) SEE NOTE 1. NOTES: 1. REMEDIAL GRADING TO SUBGRADE PER GEOTECHNICAL REPORTNFIELD ENGINEER STATE Or CALIrwNIA 2. SLOPE SUBGRADE i0 PERFORATED PIPE IN All INSTANCES DEPARTMENT or TRANSPORTATION NOTES 4. SEE GEOTECHNICAL REPORT, MANUFACTURERS SPECIFICATIONS FOR FURTHER TEMPORARY LINEAR SEDIMENT BARRIER 1, Eomtrunt III LiWth of .,In rInch NO that the mania io ben. REQUIREMENTS. (TYPE SANDBAG) lumriire1/n `b° l r1,Nochair e reach length exceed 60 m.5. ABOVE SECTION IS FOR PEDESTRIAN WALKWAYS ONLY. NO SCALE 2. PI... WARN III n BIOSWALE BMP W/ LEVEL SPREADER PROFILE VIEW 12 C ONTE FLATWORK IONS ARD IN . Ulmen6nn may .a it told ...diuon. SCALE: RTs. u � . NTs. uluwereP"s°imlz"m mxERnsE OHOWN 4. Andbett neefi.. shell be a minimum of a battle Mien. n PERMEABLE PAVER SECTION 6. Me end of Ne baffler .Mall be turned up elope. V E. Crean barnow Wall be ° mm of 1/2 ead . max of 2/0 the IN of �' ' MS a. Sma lap MA Ana I.Nern anal be ebxgered to ehni Rap.. Crushed aggregate greater than 75 mm LEGEND snb.ee .epee Ise. nine sl (3 in) but smaller than 150 mm (6 in) PROPOSED Omummx OF vlMn GRAVEL BAGS PROPOSED Filter fabric (6E-6) SILT FENCE ° rvarmvra 324.e41Irvanthan4Ero4•a uPD stop< po, fa b4en.r O O O Oradeal SP�SF (SE-1 `- __---_ - PROPOSED IEe. no}. a 9 m m . iAARl x __ - CONCRETE a" 300 Lim (12 in) Min, unless otherwise I` I I $& - J2OO WASHOUT specified by a soils engineer h ll J 44 1 ij`L II � _• 2LAZEi- ' /xJm tT —� —B a i PROP. BMP 1D SECTION B j -- TEMPORARY J ��f .. N I SERVE AS DON.319" NIS1 1 I % - MATERIAL DEMON A -A / BASIN DURING CONSTRUCTION 1 I � ' - NOTE: e1°r• f 1 \ A,4Ec MST NTRANCEO(TRN 1) Construct sediment barrier 2 and channelize runoff to 1 o- � o sediment trapping device PROPOSED } r �TIO .� 3 6� // B ex 1 I YE.d2 i"_�JJh' SECTION B-B QO \ r II 1 / ---= L� 'rv• of o 0 0 0 o Wldth as 1 ,32 m.P. w I re wired to I r -- g 1 \I i L.. xUr.EM n EROSION GRAVEIJSAND BAG DETAIL END DETACH a o accomodale /; tl a - scale: Nrs. a anticipated 0 0 0 1 traffic 1 banner E ¢naeeee al "1 C1 O �. w Temporary pipe culvert B 8 Q ig tl _ - `J as needed JJ____- 8ee .me h STATE a TRANSPORTA J DEPARTMENT NEA 6 m.xsPotr.nw r..m.nw TEMPORARY LINEAR SEDIMENT BARRIER 15 m Min _ 3 �s aq t ° ExisBng Preschool T,u S SECTOR C-C (TYPE SANDBAG) or four times the circumference TTT n0 SCALE of the largest construction vehicle tire, _ Match whichever is greater AI (IM ' / [;/ �`m '4=`' ob CROSS BARRIER DETAIL ARE Dluaxmure AM IN 1 1� / I m Mn NUEM DNmw Dm MOE ORD" _ Max reach -mom (see Mae q n Grade Existing PLAN I III .. S nquary8 � _ (N I I i __i AdditiOnlReno. ______ e - — — _ __ .{_ \Ql NO °Reath. aeteD 1/ I lif a'.m : ' I rr / Cmle. bertier 28 m /'/ ' pti melnLeomoe I - - `I ,Ira Ise. I 1 h rabrm CONSTRUCTION ENIiRANCE DETAIL t - aLa.e ' nob lC) f rebeD 1&tTwle 41 Ahem section ak Izl ` / 2-� %1 I n I- - I II 7 SCALE,. N rdw sbE, Ise. new a. a / I I„ '1 Mu: Jn s. COO Fiate° E t ` 1 _ INV.OUi 6'1 31650 ASCCraw ban! — — — — P Fie ® -- roe na aloe° PUN n Fell 1�Mnew s e a) ` EL°r` e J ` % � / I s s s s s PROP. 52 L£ 6' PEAR HOPE � 0 15S �. i erle seethe A .� / RIM 3,M.63 J6 '® E%I6P�Ad Hall I. : INN IN 6. J35.I0 Po `N aope Ise. now a a m 12) ` /� �,., — -- .ITN IN 6. J35.70 _____ nSf J. 9 TEMPORARY LINEAR SEDIMENT BARRIER (TYPE SILT FENCE) — (4 i ens eebil a A r y '. JOINING SECTION DETAIL (TOP VIEW) i_ �L}+ �u�� 'INY.OUT 6°: 335I0 r s e$elml \ — — / fR0A0 . 6 HOPE IPIPE 01.OR ® _ PROP 43 LF 6" ffPNRATE) xDFE PPE @ OM �J _ p,l, sut le Fora °Fork, 'F V / I _ _ 1 SD IN01 - 1�/ _ $ (BOO, note a ii.: there "lei febre /'� - �.. �/ OR �J taD rNpn � ac2o�Ad ale HOMO END STAKE DETAIL (TOP VIEW) e \ i - -��\ yyg/, PROP 13 LE 6' PEF TED 1DPE PIPE 0 HAS 02- SECTION A -A - / }�' S i. mmwm u.. m em ...m .° m.t m. m..e. ° Max am Mae. _-_ SDM x3JJ5PJ a ZING ro R`°11 .e� ...`�. e`em�'imi-xe... u. JJ>.� 'I___ RIM 33104 _ __ Jil51 3J . - ' _ TWIN 6. DS 5 -' ° ° - w'3941 �36SA i I rJJ9. n...u° A e, b °a ..° awe r s.hm \ ` _ a. W m Im.. a. e. w�°w �p mw. I tar a hm.. e�e.n...... ... �AI. e....n in ma nmee -- `�— �r _ ------ A ,m ^ offrof n� .cataract, --,n � � - b "� Fe eta.. IS A CONSTRUCTION BMP SCHEDULE _ i g 1� ei11 86. m••mam and ERm1oN C-cFabric _ = a a... mwm"^bK° . °.An. m fail �.A .1.M- Caass BARRIER DETAIL, eln tame a x> m n CASOA. MAINTENANCE/ ' he fall Mil�e DESCRIPTION INSTALLATION _ f14t� .. 0-...Lin A. ew..° Linea menu" rm vmmt vw.� DESIGNATION INSPECTION — —"— — — Y aza43:� ° EU-M— —v— —+— —r— —"— —"— — — —•— halbewen °e wih wire 1mm. Iw AR NTIONAo . _ M • O 46 _ JJ9 For ue wakNEW .Inn..n.N n .n.Aw°VAN ..11 TEMPORARY LIRNEAR mSEDIMENT BARRIER E°a °"° T SE-1 SILT FENCING PRIOR TO GROUND WEEKLY ✓ __w_ - _ _ _ _ _ _ _ _ IN _ _ —Mr— _ _ _ _"_ _ hi If whpe DISTURBANCE X °°`eal4 i °°° °`°r`° °"" ` reach (TYPE SILT FENCE) °` _ BHLC Q IVE N _ Io. AWWr '` r e-�no. wlWrion 10 INN . ..m.•. n In nn NO SCALE SE-6 GRAVEL BAGS PRIOR TO GROUND WEEKLY VAAES a Not°zrap°e t2 toWsO°4z "lot aEns et.xe S.wb.En (z-Man niEnl DPdMV % o LE Lim 0 a v Y DISTURBANCE _ _ ___ ORCA 11 °.•°•.v °WNW Lim be °a.rr....e i° ° When m We minim wawa onAM ORION �+ _ _ _ _ _ _ LORD " _ _ _ _ _ _ _ _ _ _ OF rim".. wNd b+led IN A. wW mew, END DETAIL OPTIONAL MAINTENANCE OPENING RETAIL SE-7 STREET SWEEPING PRIOR TO GROUND DAILY — -- 13 ,em w.XCEED.mm� RAN or . m :n ,. SEE NOTE LL) DISTURBANCE EROSION CONTROL PLAN xeaelMD n SILT FENCE DETAIL I TR-1 COAST. ENTRANCE/EXIT PRIOR TO GROUND WEEKLY JIM mgpP. ee.,.me O SG4E: Ni B. DISTURBANCE SCALE 1 "=30' 1 accurnew Ad flow CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BV: DRV Br Cl BV: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS we DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISK "ENC-31 LS 7322 TNT. DATE PLANS PREP RED UN SUPERVISION OF RECOMM APPROVED: GRADING PLAN FOR: 890 BALOUR DRIVE LOCATION: NW CORNER S.D. INLET, N. SIDE OF PUBLIC WORKS DATE: O8.24.21 'FGt'W[drdj -Wraf iner ENCINITAS BLVD. ZUBIN PATRAWALA, P.E. DATE PLANNING R.C.E. NO.: 72599 S 1 EDWARD J. WIMMER ST. ANDREWS EPISCOPAL CHURCH 14709-G RECORD FROM: RECORD OF SURVEY 18416 REVIEWER EXR: 06/2022 4-8-21 CITY ENGINEER APN: 259-110-27 Tw 4-8-21 ELEVATION: 182.995' DATUM: NAVD86 SENIOR ENGINEERlucoormo nATF nATF SHEET 3 OF 3 IMA AAW n 0 LDEV-014893-2020