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2021-15127 G (Plans)RIGHT OF WAY NOTE 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER LA C05TA AVE ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE ADAMICK FAMILY TRUST OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY CONCRETE WASHOUT 981 N. VULCAN AVENUE LN HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE #1 pVE ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, ENCINITAS, CA 92024 EDLUS AVE z OWNER TO KNOW WHERE HISIHER PROPERTY LINE IS. ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL o AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR SHALL OCCUR UNTIL THE a DRAINAGE NOTE POST A SIGN DESIGNATING THE WASHOUT LOCATIONSITE ADDRESS 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 128 WEST GLAUCUS STREET x. Iu.CR NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT CONSTRUCTION SITE ACCESS APN: 254-242-10-00 g IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND)OR A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT a p CONVEYED TO AN APPROVED DRAINAGE FACILITY. THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK ANDIOR CORRUGATED STEEL LEGAL DESCRIPTION r y. LOT 14, BLOCK 5 OF SOUTH COAST PARK UNIT NO. 0 UTILITY NOTE PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE PANELSIPLATES. 2 IN THE CITY OF ENCINITAS COUNTY OF SAN WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER A �}5 AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE CONSTRUCTION VEHICLES DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP _:. _ _ ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC} WITHIN 24 HOURS. THE THEREOF NO. 1859, FILED IN THE OFFICE OF THE �.. 5f SNAHCHAL WOULD MAKE A DETERMINATION AS HE THE MOST LIKELY DESCENDENT. H NATIVE AMERICAN A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES COUNTY RECORDER OF SAN DIEGO COUNTY, V . I.EUCADIA BLVD GENERAL NOTES REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ('IN PLACE'), OR IN A SECURE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. SEPTEMBER 21, 1925, EXCEPTING THEREFROM THE I LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND AND THE ANALYSIS OF THE NORTH 105 FEET OF THE WESTERLY 10 FEET p_©_ _ _ Sim 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL THEREOF. FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, 1f1CINI7YMAP REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR EROSION CONTROL ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. THOMAS BRCS. MAP 1147-A4 INSPECTION. OWNER'S CERTIFICATE NO SCALE 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION" PREPARED BY HETHERINGTON 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRIS ADAMICK AT (310) 968-2260, 24 HOURS NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE ENGINEERING, INC. DATED MAY 12, 2021, PROJECT#9253.1 SHALL BE CONSIDERED AS A PART OF A DAY. RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL STABILITY OF THE SITE. AND SPECIFICATIONS CONTAINED IN SAID REPORT. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ENGINEERING INSPECTOR. UNNECESSARILY; THEY HELP DECREASE EROSION. ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. REPLACED OR REPAIRED TO CONDITION REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN GRASSES TO SHIELD AND BIND THE SOIL. EXISTING PRIOR TO GRADING. CIRCUMSTANCES WHICH MAY ARISE. fi. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFESIGNATURE: DATE: April 8. 2022 . DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. CHRISTOPHER M. ADAMICK ENGINEER OR A LICENSED LAND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE SURVEYOR. INCORPORATED HEREON. SOILS ENGINEER'S CERTIFICATE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL I, MARK D. HETHERINGTON A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SLOPE AT THE CONCLUSION OF EACH WORK DAY. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON APRIL 3, 2021 (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. AND FOR AN UPDATE ON . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. REPORT FOR THIS PROJE T y�4V�F B :INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS TRAINING SIGNED: HELD ❑NSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR MARK 0. HETHE911411070N/ ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM DRAIN SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. SYSTEM. WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE RCE NO.: 30488 ESS1p�_ 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM 'K GE NO.: 397 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES 3-31-2024 y CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE WASTE MANAGEMENT EXP. DATE: CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE No. 397 FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION JOB #: 9253.1 HAULING OPERATION. * �• �-- ,r AND/OR THE TURF/LANDSCAPED AREAS. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. HETHERINGTON ENGINEERING, INC. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL 5365 AVENIDA ENCINAS, SUITE A �F BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. LDEV-015127-2021-G HAS BEEN 5. DRIVEWAYS SHALL HAVE A MINIMUM CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED AROUND CARLSBAD, CA 9200E OIc CA4 T PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. (760)-931-1917 ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 6, ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES STATEMENT OF ENGINEER OF WORT{ SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. WITHOUT A PERMIT FROM THE CITY. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM ORDER DUMPSTERS CALL EDCO AT (760} 436�151. THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE ACCEPTABLE FOR THEIR INTENDED USE. DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES SITE. OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID THROUGH AN ADEQUATELY SIZED ❑IU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL CITY APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISIHER MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. REQUIRED FOR THIS STRUCTURE. SURFACES. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREETGUTTERAND STORMDRAINCONTRACTOR MUST ESSI , , . ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE SAN DIEGUITO WATER DISTRICT NOTES: MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SIGNATURE: DATE: ��L J. V,ql TO BE PLACED. LOOSE FILL AND ALLUVIAL 501L5 SHALL BE REMOVED TO SUITABLE FIRM NATURAL y a 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL 8E CONSTRUCTED ACCORDING TO THE DANIELALDEZ � �++ GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). FOR MORE INFORMATION ON STORMWATER. POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE f8 v COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. COFFEY ENGINEERING, INC. V&- Nn, 907_07PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR 9666 BUSINESSPARK AVENUE, SUITE 210NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS NOTIFICATIONS SAN DIEGO, CA 92131-1646 1 PH (858)831-0111 1 FAX (858)831-0179 y iVIV 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH PROJECT. RCE EXPIRES: JUNE 30, 2022 7 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE CAL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EARTHWORK DATA NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY STEEPEST EXISTING NATURAL SLOPE ON -SITE = 10.6% = 9.4 H : 1 V EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S MAXIMUM VERTICAL DEPTH OF CUT = 5.75 FT REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, MAXIMUM VERTICAL DEPTH OF FILL = 2.45 FT ACCORDANCE WITH THE GRADING ORDINANCE. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS CUT = 395 C.Y. FILL = 50 C.Y. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER A. SEWERS -LWD 760-- 55 EXPORT = 345 C.Y. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, B. GAS 8� ELECTRIC - SDGE GE (Tfi0}438�200 REMEDIAL = 60 C.Y. L REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS) AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. D. TELEPHONE - SBC BELL - (760)-489-411 DISTURBED AREA = 11,382 FT' (0.26 ACRES) ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN E. CABLE TV -COX COMMUNICATIONS-(760)$06-9809 X-2233 DIEGO GAS AND ELECTRIC VAULTS. DRAWING INDEX BMP PROJECT STATUS 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. PHONE: (760)-633-2770. 777LE SHEET .................................... I PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE B. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN GRADING PLAN ................................ 2 STANDARD PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK CONS7RUC770N BMP PLAN .............. 3 GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. LWD PR07EC71ON NOTES ................. 4 CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF PARTS. THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED IMPERVIOUS AREA REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-1 8. WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,702 SO FT TREE REMOVAL. IMPERVIOUS AREA AFTER CONSTRUCTION: 4,894 SQ FT 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INCREASE IN IMPERVIOUS AREA: 16192 SQ FT INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, IMPERVIOUS AREA REPLACED: 1.192 SO FT 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 LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION PUBLIC SEWER SYSTEM APPROVAL WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE APPROVED BY: LWD DISTRICT ENGINEER NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING C33692 °^"�°22 �O6/2012022 Steven Kelly Gaffrey 6/17/2022 ACTIVITIES ARE ALLOWED TO RESUME. Bob 0 6- 2 0- 2 2 Dexter S. Wilson, PE RCE Date June 17, 2022 Dexter Wilson Fngkro, Inc. 6/30/2022 SI DATE S GN DATE SIGN DATE SIGN DATE SIGN DATE Firm Exp. Date 1 / _ - I - _ - CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT DESIGNS BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DV I DK DV I DV INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE ENDED: RECOMMENDED: GRADING PLAN FOR: 128 WEST GLAUCUS STREET DESCRIPTION25" BR+ISS aIV TOPG INI:.FT, ENC-04; PUBLIC WORKS �/ 6122 Jill T. Bankston LDEV RECORD FROLOCATION: AE M DATE crry Gig LNgr1y7T p 4 DANIEL VALDEZ, PE DATE PLANNING MICHAEL STRIZIC JILL T. BANKSTON ADAMICK RESIDENCE 01 s1 z7-zoz1 -G ELEVATION: 67,639' REVIEWER R.C.E. NO.: 76074 PRINCIPAL ENGINEER CITY ENGINEER (APN: 254-242-10) DATUM: NOWDANIEL J. V EZ 07-06-2022 7/11/2022 PRINCIPAL ENGINEER DATE INSPECTOR EXP. fi 3tJ 22 DATE DATE PLANNING CASE NO: 4002-2020 DP SHEET 1 OF 4 d Z V � 2 W 9 W rZ V � 8 W a W LL I LL 0 Z W o ` e nz m b n a -56 (P) PUMP BASIN INFLOW PIPE 3" WELL AGED, LOT �� EX. SEWER LATERAL TO �' THROUGH WALL FACE SHREDDED (OVERFLO STRUCTURE) Lj L 18x 18 BROOKS BE CAPPED AT/NEAR 18x 18 BR OKS BOX TC 56.49 (P) WALL HARDWOOD BOX INLET CLEANOUT FOR OVERFLOW RIM:56.28 j m FL 56.01 2" MIN. RIM:57.80 FROM UNDERGROUND STORAGE BOTTOMsuM =52.95 ,� H=2.55' MAX. FREEBOARD IE.56.30 CHAMBER TO PUMP BASIN IEour=54.4p TC 56.86 ca � H=1.55 MIN. EXISTING 48-INCH STONE PINE TREE TO IE:54.70 i EXISTING FENCE TO FL 56.47 ' o FLOW (EXPOSED) k5 P VEGETATED OVERFLOW LINE FROM REMAIN. CONTRACTOR TO PROTECT IN PLACE � W 5 () BUILDING UNDERGROUND STORAGE 3 -PVC OVERFLOW LINE WITH PROTECTIVE TREE FENCE OR SIMILAR BE REMOVED, TYP. _ (P) TAPERED AC DIRECTION 10" PUMP DISCHARGE P 63 SF BIORETENTION TO STREET SWALE PER OVERHANG 18-INCH WIDE S=1 q MIN. k BERM ter. co rn TANK TO PUMP AT ALL TIMES DURING CONSTRUCTION. AREA WITH GRAVITY WALL S W (P) 5, 000 GAL. DETAIL 'F' ON IE:56.20 PLANTER STRIP ^ 6 6 S PER SDRSD C-09 8 IEour=54.45 UNDERGROUND STORAGE SHEET 3 2. RIM:57.96 ^' FILTER COURSE - TANK PER HU-1 F IE56.96 3.2' _ - • pp FREEBOARD:56.45 5 h 20 20 3" CLEAN III III III 18 I III 2„-III I III I (SEE DETAIL 'E') IE:56.95 - 15' 4. 0' ,. , 7YIA56.28 �, 12'� SAND OVER 3 8" H S 15" 45 11 E 220.09 s - 0 cP EX. LWD 8" VC SEWS GRAVEL;.000;;«:o<;«:o<;«;:; �. .0 -� = Sj 2 2� PER 147-B-49 ° ° ° "SANDY LOAM„ _ _ Q _ F� S) °°°°°°°12 ° ° ° °°°°°°° °°°°° l CHAM F ® A /�" GJ - a I 6 „_PVC AT 1%-... `. ' .� . �. .. ` `� - - - - `� - 6 »-PVC AT 1l... a� I - - - 3. 7� a 0� a 4% 1. 8 ° ° ° ° I OVERFLOW CO CONCRETE WALKWAY - - - ° a°° ° ° ° ° ° ° ° ° ° ° �g N .� - _� - I SOIL MIX (P FENCING - - r - �- �- cV� a 8'x25' MIN. P RMEABLE 0.03 (MIN.) SEE NOTE IE57.0 - - SIDE SETBACK = PARKING AREA W/FLUSH (EX) SEWER LATERAL VIOUS 2 MIN. + 58.23 6 s OD OD 6 :56• 7 5.00' s" RAISE cuRe o PER Bw49 TO BE PLASTIC CRLINER **SEE NOTE BELOW I g a a S CHAMBER INLET �ti 9 2 �t 1 :5 to 1 I 2� 10.00' � BELOW PIPE FROM EAST �} TF�f'i 26' �J� • �J� �g �ER\0 • W - PROPOSED ABANDONED 314 CRUSHED ROCK 4 PERFORATED PVC DUPLEX 100 GPM \�� S8 Y IEour:55.45 ' / PIPE UNDERDRAIN, SUMP PUMP CHAMBER SIDE DOWNSPOUTS + 57.72 o� �, �p Q/ `' ROADWAY �' BASE AGGREGATE �• 1 - INLET I7 C m) IE56.5 - DG Y �' SDWD TO INSTALL STORAGE LAYER HOLES DOWN RIM=56.28 63 I I IE5733------� - -- -- ___-- h �,CO AREA Q = DEDICATIONIcc - RAISED S PLANTERS, Q 0 0 S m � L 61 A STACKED BOULDER o I ------------ LANDSCAPE SLOPE l / 60.00 TIMBER S STAIRS, •SS TYP. CONGA PATIO bib' 6 a 2° Z� 1 17 w a 2 0; z 59 1 U RAMP 5A O V• S 15' 43' 58 "E 104.93' EXISTING RETAINING 6S TW.•63.00 WALL TO BE CHAMBER INLET BW:57.94 PROTECTED IN PIPE FROM WEST PLACE SIDE DOWNSPOUTS STORMWATER - ROOF DRAINS NOTE: FOR STORMWATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FORM ALL 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 UNLESS DIRECTLY CONNECTED TO AN ADEQUATELY DESIGNED BMP FACILITY TO THE MAXIMUM EXTENT PRACTICAL. GRASS/LANDSCAPE AREAS AND BMPs DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. BMPs ARE TO BE PRIVATELY MAINTAINED. LEGEND DESCRIPTION STD DWG SYMBOL PROPERTY LINE (P) WALL (PVT) (E) WALL EXISTING CONTOUR PROPOSED CONTOUR (PVT) (P) PCC PAVING (PVT) (P) PERVIOUS PAVERS (E) SPOT ELEVATION (P) SPOT ELEVATION (P) BUILDING FOOTPRINT DRAINAGE SWALE OR DIRECTION OF FLOW (E) PALM TREE/TREE (P) BROOKS BOX (OR EQ) (PVT) (P) PVC DRAIN LINE (PVT) (P) RIP RAP (P) DRAINAGE SWALE (P) 6" CLEANOUT (P) 6" DRAIN INLET ABBREVIA TIONS.- SDRSD C-02 (SIZE NOTED) m/ 90 ° +222.22 100 00 X 100.00 C�D (D El 000 O AC ASPHALTIC CONCRETE H HIGH PVMT PAVEMENT BW (GRADE AT) BOTTOM HP HIGH POINT RET RETAINING OF WALL MAX MAXIMUM SCO SEWER CLEANOUT CL; � CENTER LINE MIN MINIMUM S SEWER CMU CONCRETE MASONRY 0. C. ON CENTER SO STORM DRAIN UNIT PA; PLTR PLANTING AREA, TC TOP OF CURB CONC CONCRETE PLANTER TG TOP OF GRATE DWY DRIVEWAY PCC PORTLAND CEMENT TRANS TRANSITION EX, (E) EXISTING CONCRETE TRW (GRADE AT) TOP OF FF FINISH FLOOR PR, (P) PROPOSED RET WALL FL; FLOWLINE PVC POLYVINYL CHLORIDE TYP TYPICAL WM WATER METER EASEMENT FOR RECORDED-----------, 2022----------- PUBLIC STREET RIGHT-OF-WAY 2022, AS DOCUMENT NO.: OF 0. R. 1 CHANGE NO. DESCRIPTION + 59.45 58.34 + 58. 58.38 PROPOSED BUILDING FOOTPRINT s5 9 FF=59.00 PAD=58.25 5896 I-5� 11 + 59.51 a ` 58.96 A s s s��ec6l SSp Epp s I I M 10.00' - FOUND 3/ " IP WITH DISK J STAMPED "LS 4368" 63 '\ RIM:61.8 IE.•59.9 BW:58.13 NMI ZI DIG - - �, 1 WATER LATERAL IEour-53.12 BOTTOMsuMP=52.95 4 "-PVC D-27 GARAGE , ` S z AREA A o I h SIDEWALK AND DUAL METER PER WAS WS-09, NOTE: N 58.53 \ C) UNDERDRAIN R4�u IEour=58.19 I Q WC-17 AT *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH I OWNERS EXPENSE NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR S 58. 0 \ IEour:56.28 WM HARDWOOD MULCH, AND 20% TOPSOIL. � ; �. V4� N _ _ \ , sy **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 2" +A. • • - • I 1 59��`S8- THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS CONCRETE N S S TRENCH STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN l Oh j ON REDE CN S9 S9 9> 89 RESURFACING PER IS 4q OF THE IMPERVIOUS AREA DR4INING TO IT. CITY STD. DETAIL a p 4J ��° a (PER VIOUS) I' I X/ WATER SDWD TO SECTION A �1 ' - BIORETENTION AREA V -DRIVEWAY aQ I I TER TO BE P� 19 ABANDON EXISTING Dq i �, 1.8�' 1� EMO_VED RI VEWA x � 59.5 m � � PER 3/4 " COPPER I S9 S S9 s9 WATER LATERAL AT TYPICAL SECTION fiR H 1 = 5 S C) • 9 8 > �+ SDRSD MAIN AND REMOVE NOT TO SCALE a ONSITE SEWER 1 Q A S 6 `3 G-14D 3/4" METER AT PATH 1 59.66, I $ OWNER'S EXPENSE a s 60.2 S a \ P 6" SEWER LATERAL PER LWD NOTE: SEE GEOTECHNICAL N _ a (P) SI�ER CLEANOUT S O RECOMMENDATION LETTER WA KWAY a S-17,S-25 AND S-32 TYPE ll ; 14�5U' SIDE SETBACK a PER LWD WG. SAS I SEE ALSO NOTES ON SH 4. ) DATED AUGUST 9TH, 2021 �p I off - TRENCH RESURFACING PER CITY _ - _� _ - _ _ - - �� � I STD. DETAIL TOP SLOPE OH RIM: 62.0 S15° 43' 58"E 114. 1' RIM:61.5 IE58.1 6O (15' VISIBILITY TRIANGLE RIM: 61.5 RIM: 61.5 IE.59.1 TW: 63.00 9 EXISTING GRADE IE59.7 IE59.5 TW.63.00 IE:59.3 r0 OR PLANTING ABOVE 2' BW:58.13 RETAINING WALL BW:61.50 (P) 6" DRAIN INLETS SHALL PER SDRSD °� O 4" AC � I BE PLACED EVERY 20-FT. C-02, TYP. (E) POWER POLE TO BE P ` WITHIN CONCRETE DITCH / PROTECTED IN PLACE PAVING OVER 6'1 I STACKED BOULDERS 62• BOTTOM SLOP L(p) 18-INCH WIDE CLASS ll 6� - CONCRETE DITCH PER 2/ TRANSITION AS- AGGREGATE BASE EX. LWD 8'� VC SEWER FINISH 6 SDRSD D-75 (TYPE B) ADWAY EDICATION PER NECESSARY TO THE PER 147-B-49 1:1 CUT GRADE DOC. N0. 87-341437 SATISFACTION � THE CITY ENGII�ER-- OI EC. 6-18-8 � TC 63.36 � f. �63 FL 63.19 ,> DETAIL 'B' - STACKED BOULDER 64 LANDSCAPE SLOPE R rciW 40' , 8' I I BER 12' TO EX. �20' TO AC BERM I EXIST. GRADE EX. AC EX CURB & BERM GU TIER, t-�/ A / /("/ /C CT/?FFT_FX rnn//7/T/nA1C TYP. (P) R/W I�- (P) 8' ROW DEDICATION 8.0' PERMEABLE PAVER PARKING AREA (P) DG AREA BEHIND SIDEWALK (P) 5'- WIDE PCC SIDEWALK PER SDRSD G- 7 6" PCC CURB PER SDRSD G-1 (DEEPEN - AS NECESSARY) NO SCALE Aof R R/W 20 - 10' TO BEG. �OF PARKING / I AREA R \__ 6 "X16" PCC FLUSH CURB V(P) PERM. PAVER PARKING GLAUCUS STREET -PROPOSED NO SCALE EX CURB & GUTTER, TYP. SITE DESIGN fLIDJ BMPS SOURCE CONTROL BMPS DESCRIPTION SYMBOL DESCRIPTION MAINTAIN NATURAL DRAINAGE SD-1 PREVENT ILLICIT DISCHARGES SC-1 PATHWAYS & HYDROLOGICAL FEATURES INTO THE MS4 MINIMIZE IMPERVIOUS AREA SD-3 PROTECT TRASH STORAGE AREAS SC-5 FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL MINIMIZE SOIL COMPACTION SD-4 POTENTIAL SOURCES OF SC-6 ENCROACHMENT MAINTENANCE AND AGREEMENT RECORDED -----------, DOCUMENT NO.:------------- REMOVAL 2022, AS OF O.R. APPROVED I DATE RUNOFF POLLUTANTS: DISPERSE IMPERVIOUS AREAS SD-5 LANDSCAPE WITH NATIVE OR SD-7 DROUGHT TOLERANT SPECIES DRAINAGE NOTES 10 0 10 20 30 NOT TO SCALE 1. HANDSCAPE GRADES TO BE 1Z MINIMUM TO DRAINS AND AWAY FROM STRUCTURE. 1 SCALE. / "- �O' VOID FILLER - 1/8" TO 3/8" 2. SOFTSCAPE GRADES TO BE 2Z MINIMUM TO DRAINS (19 WHERE FLOW IS CONCENTRATED) AND (NO.8) AGGREGATE IN VOIDS 2% MINIMUM AWAY FROM STRUCTURE. PERVIOUS CITY APPROVED PERVIOUJ18S J. SOIL COVER ABOVE DRAIN LINES SHALL BE 12" MINIMUM UNLESS OTHERWISE NOTED. PAVERS W/ MIN. 6'X16" PCC 4. NOTIFY CIVIL ENGINEER IF ANY NON -DRAINING SUMP CONDITIONS BECOME APPARENT DURING VOID (3" THICK MIN.) GRADE AS FLUSH CURB 5. CONSTRUCTION. PROVIDE MIN 4"x4" OPENING IN BASE OF WALL FOR DRAINAGE. (P) CONTAINMENT CURB NEEDED (2� MIN) OR DEEPENED G-1 CURB » 24" DIA. RISER OUT OF TANK 100 MICRON WYE FILTER IN VALVE BOX 1 -PVC TO =1 IRRIGATIONUNION VALVES =1 -1 -III- I -1 I 1=-.1 I 1-1 CHAMBER INLET 24" MAX PIPE FROM 3 " DOWNSPOUTS FIBERGLASS LID 12" MIN - f- 3" INLET PIPE 3" OVERFLOW OUTLET PIPE 300 MICRON SEDIMENT BAG ON SLIDEMONT 1 EMERGENCY - CHECK - VALVE OVERFLOW PIPE -1 TO PUMP IN PUMP BY BIORETENTION =1 STA-RITE BASIN 6" OF COMPACTED SAND -1_� I I I=1 I I=1 I I=1 I I=1 I IIIIIII1 I I1 I I=1 I I=1 I � � - �II I II DETAIL 'E' - RAINWATER TANK SCHEMATIC NO SCALE BENCHMARK AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS DV Dv Dv DESCRIPTION:2.5" BRASS ON TOPO INLET ENC-04; LOCATION: NE CORNER LEUC4DIA 04KS PAW, SIDE R4INTREE DR. RECORD FROM: CITY OF ENCINITAS- OF ENCINITAS/1004 ELEVATION: 67.639' DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE : `�/ 6/ 22 R.C.E. NO.: 76074 DANIEL J. VALD EXP.: 6 30 22 RE C M ENDED: RECOMMENDED: Jill T. Bankston PUBLIC WORKS DANIEL VALDEZ, PE DATE PLANNING _ MICHAEL STRIZIC PRINCIPAL ENGINEER JILL T. BANKSTON CITY ENGINEER 07-06-2022 7/11/2022 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR DATE DATE 2 4» °°°°000°°°°000°°°°000°°°°000°°°°°0000�o BEDDING COURSE - 2"°°o°o°°°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o THICK OF 1/8" TO 3/8" (NO. 8) AGGREGATE _ _ _ _ CHOKER COURSE - 4" THICK it ll i ili „lil, hill l Il ll ll i Ili 1105111 �IliRITI-1lillii Il i Il i Ilii Il i Il hill i Ili _- - ITi=ITi=i ITI-IT-Ti-ITi-ITi-I 6 „ �, �, ,Ili-lllii 1 III-111 ,1 l- IIIITiMITI IIII OF 3/8 TO 1/2 (NO. 57) - CRUSHED ROCK SOIL SUBGRADE MIN. 6" THICK OF 4" CRUSHED ROCK NOTES: • ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) • THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED • EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE • NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED • SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAW MAY BE REQUIRED DETAIL 'C' PERVIOUS PA VER SECTION NOT TO SCALE 6" PLANTING STRIP 10' P. C. C. (W/DYMONDIA MARGARETAE - BAND SILVER CARPET) 5 " MIN. P. C. C. TO BE p,, CONFIRMED BY STRUCTURAL QR�E�I "`ylENGINEER AFTER COMPACTION STING c; ate\ `��r, 6 » 4 » CRUSHED * No. C076074 */�/ \ / ROCK ���//'���// COMPACTED NATIVE MATERIAL DETAIL 'D' - DRI VEWA Y NO SCALE 4/6/22 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: 128 WEST GLAUCUS STREET ADAMICK RESIDENCE (APN: 254-242-10) PLANNING CASE NO: 4002-2020 CDP DRAWING NO. LDEV 015127-2021-G SHEET 2 OF 4 M7 m 56- S> IF, \ 0 5 7.7 2 _Y1ILD11TG OVERHANG • F-04 .r • GRA VEL ;•'SIG ° ` ►'�'� 111 - AN r�_ S 15° 43�8 "E �5.9`,< LEGEND ___ 11-16qv� DRIP LINE / L�• -k- M�Opx"m ��m.o' GRAVEL 6" \/ � AWNIN 58.36 + 58i 34 + 58.33 CONC.+ 59.51 P,4T10 L CONC. 'D & —62 � PA TIO SILT FENCE 574° 1 01 "W PER SE-1 10.00 --63- DESCRIPTION STD DWG SYMBOL PROPERTY LINE N45°45'45"W SILT FENCE SE-1; DETAIL 'R' GRAVEL BAG BERM/BARRIER SE-6; DETAILS 'W' & 'V' DIRECTION/COURSE OF FLOW HAZARDOUS AND CONCRETE WM-6, WM-8 'Z' WM-6 WM-8 WASTE MANAGEMENT DETAIL SANITARY WASTE WM-9; DETAIL 'T' WM-9 (PORTABLE TOILET) INLET PROTECTION SE-10 MATERIALS DELIVERY AND STORAGE AREA WM-1 WM-1 TEMPORARY TRASH/SOLID WASTE WM-5 WM-5 STREET SWEEPING SE-7 (NO SYMBOL) STABILIZED CONSTRUCTION ENTRANCE TC-1 ° °o o °o 0 STANDARD DRAWINGS (SE-5, WV-5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) WEBSITE: https://www.casga.org/resources/bmp-handbooks/construction LOT � � AC BERM rn ❑ �W �' � m TC 56.49 FL 56.01 I � DRIP LINE � ELEC. TC 56.86 � � I BOX FL 5 6.4 7 0 CON CURB BUILDING &GUTTER WOOD FENCE, TYP. OVERHANG � p 40 ������� �•����������� �� ���������%� ��5 STUMP 1 01 20 i4'..WIDE BUSHES CONSTRUCTION_ BEST MCI NCI GEMENT PRACTICES f BMP) NOTE 7 EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE DESIL TING v" MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON VARIES SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION _ BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALSI1— MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER , ;illllll WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM R= (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). POST -CONSTRUCTION BEST MANAGEMENT l'RA CTI CES (BMP) NOTE NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS DETAIL 'F' STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF GRASS LINED SIX/ALE ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE NO SCALE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. RAIN GUTTERS FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. n 2' HIGH � KEYSTONE / I WALL I SIMILAR GROUND COVER c� % \ \_ LOW BERM U' I O l TC 63.36 l FL 63.19 —E ALLOW 2'-5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE FILTER STAKE FABRIC nLa SEDIMENT INSTi9Llr9 TION BACKFILL STAKE FILTER FABRIC HAY --- ---- BALE r,RevF,l Rer,':� DETAIL 'H' GRA VEL BAGS BARRIER NO SCALE 10 mil WOOD FRAME PLASTIC SECURELY FASTENED ti AROUND ENTIRE PERIMETER TWO -STACKED SECTION l W/TWO STAKES 2x10 ROUGH WOOD FRAME r7 S II N) 10 mil PLASTIC LINING �6' MIN WOOD STAKE (TYP) TOP VIEW DETAIL 'l' CONCRETE WASHOUT — ABOVE GROUND fILT L��Y/1►4.1 BIFFY TWO LEVELS OF SAND OR GRAVEL 4 BAGS - ONE BELOW VISQUEEN, ONE ABOVE (TO CONTAIN SPILLAGE) i VISQUEEN SKIRT DETAIL J' SANITARY TOILET lBIFFYI PROTECTION GRAVEL BAGS OVERLAP ONTO CURB OR SIDE -BERM CURB OR SIDE / OF TRAVELWAY ����� � � _ 11 BACK FILL "' 5 FT MIN. "-'"_� STRENGTHENING IIII III � II III I II III II III III III III 111111111111= RUNOFF GAP BETWEEN BAGS KEY IN FILTER FABRIC A III=III= STAKE ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS MINIMUM OF 6' BELOW WITH ENDS OVERLAPPED THE GROUND SURFACE pFF AND 6" ACROSS, THEN � I1=1I1=1I1=1I DETAIL 'K' BACKFILL WITH DIRT OR III —III GRAVEL FILTER —I I II I II I III GR�9 VEL BSI GS ON TR�I VEL WAYS STAKE FABRIC -1 III I NO SCALE —'�—" — — ANCHORING iii QRpFESS/p1i� BIORETENTION BASINS SHALL EXCAVATED AND USED AS DESILTING BASINS DURING II II =1 = IIII III III "' "' " II" II II II II `� ii=iii=i i =ii = � ��' J • V,q FL CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. =1IIII IIIIIIII (IIII II BACK FILL No. C076074 =III=III DETAIL 'G' SIL T FENCE INS TALLA TION � 10 0 10 20 30 16122 NO SCALE SCALE: I "=10' r BASIN NOTE.° CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT DESIGNED BY: DRAWN BY: CHECKED by: DV Dv Dv ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE ENDED: RECOMMENDED: GRADING PLAN FOR: DESCRIPTION:2.5" BRASS ON TOPO INLET, ENC-04; 128 WEST GLAUCUS STREET LDEV LOCATION: NE CORNER LEUCADIA 04KS PARK,WEST S7� RAINTREE DR. PUBLIC WORKS � DATE :�h/6/ 22 Jill T. Bankston ADAMICK RESIDENCE RECORD FROM: CITY OF ENCINITAS- #1004 DANIEL VALDEZ, PE DATE PLANNING MICHAEL STRIZIC PRINCIPAL ENGINEER JILL T. BANKSTON 015127-2021-G ELEVATION: 67.639' R.C.E. NO.: 76074 CITY ENGINEER DATUM: nwVo88 REVIEWER DANIEL J. VALD 07-06-2022 7/11/2022 (APN: 254-242-10) PRINCIPAL ENGINEER DATE INSPECTOR EXP. : 6/30/22 DATE DATE PLAIVI\IING CASE NO: 4002-2020 CDP SHEET 3 OF 4 STANDARD SEWER LATERAL NOTES FOR MINOR STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS STANDARD SEINER LATERAL NOTES FOR MINOR GRADING PLANS GRADING PLANS AND STAND-ALONE LATERAL PLANS 1, LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 10, ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE 23. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED ON THE PLANS. PLAIN END VCP TO VCP OR VCP TO PVC A FERNCO SERIES 5000 LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK DURING OR AFTER CONSTRUCTION. COUPLING OR APPROVED EQUAL SHALL BE USED. ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR 11. A 2-INCH HIGH °S" SHALL BE INSCRIBED ON THE CURB FACE AT FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM EACH LATERAL LOCATION BY THE CONTRACTOR. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR 12. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS A SEWAGE SPILL CAUSED BY THE CONTRACTOR. PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF 13, ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN 24. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONFLICT THE LWD SEWER STANDARDS GOVERN. LOW PRESSURE AIR TESTED, AND TELEVISED AT THE UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND AFFECTING LWD SEWER FACILITIES. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. CONSTRUCTION. 25. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION EXCEPTION. OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL 14, ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE 21. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE INSTALLATIONS WHERE SEWER MAY BE EXPOSED. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO BACKFILL. WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR 15, ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD WITHOUT EXPENSE WHATSOEVER TO LWD. FOR INSERTING WYES INTO AN EXISTING SEWER. GASKETED PVC BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD SADDLE WYES MAY BE USED FOR EXISTING SEWER MAINS 12-INCHES FACILITIES. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A AND LARGER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. 22. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING 16. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A THAN 8-INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR REPRESENTATION OF THE ACCURACY OF THE LOCATION DF, OR THE PER ABOVE OR MAY USE A SUITABLY SIZED SEWER SADDLE WYE PER SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, STD. DWG. S--32. CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. BY-PASSED. A BY-PASS PLAN IN ACCORDANCE WITH LWD STANDARD WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWING S-32 MUST BE REVIEWED AND APPROVED BY THE LWD DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 9_ CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY DISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARY PLUG. BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER ENGINEER. REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLINGS). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER LEUCADIA WASTEWATER DISTRICT LEUCADIA WASTEWATER DISTRICT LEUCADIA WASTEWATER DISTRICT LEUCADIA WASTEWATER DISTRICT APPR� 27 2019 STANDARD SEWER LATERAL NOTES STD. DWG. N0. APPRa 27 2019 sTD. DWG. No. APPRO 27 2019 STD. DWG. N0, APPRa 7 2U19 STD. DWG. NO. FOR MINOR GRADING PLANS AND STAND-ALONE LATERAL P LAN S - 1 STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS - 2 STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS - 3 STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS - 4 RCE C33692 0W 6/3D/M2D L N _.� RCE C3_9R2 6/30/2M LN-2 RCE r33e92 DF 6/30/Mo LN-3 RCE c33ae2 ew 6/3D/20M LN-4 AWN CHKD. REV. ❑RAWN CHKD. REv. DRAWN , ,, o CHKD. ,, REV. ., ,� DRAWN CHKD. REV. "� �, ., ,� �,.,n ,,, ., ,� ., SEWER LATERAL TABLE 1 2 3 4 '3 a 7 e 9 10 11 12 13 14 SM NOS. LOT N0. STREET STA11ON OF LATE N AT MAIN muVERT AT IIIAIIH IE LENGTH OF LATERAL DROP MATH TO LATERAL ELEV. AT PL IE LATERAL SLOPE GIRWND ELEV. AT PL DEPTH BELCW PL PL TO IE PAD ELEY. FT. UPSTREAM MH RN ELEY, BACKWATER VALVE REVO REMARKS NIA 14 2+68.97 50.94 14. 7 11.2 52.31 1 % 58.79 6.48 56.09 62. 61 YES INFO PER NGVD29 53.10' 14.77' 1.2' 54.47 I 60.95 6.48' 58.25 64.77 YES INFO PER NAVD88 QRpFESS/p�, J. c2 a FN mm No. C076074 cnJgT C I V F Os rAk \F�� /6/221 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DV DK DV DV DESCRIPTION:2.5" BRASS ON TOPO INLET, ENC-04; LOCATION: NE CORNER LEUCADIA 04KS PARK,WEST SIDE RAINTREE DR. RECORD FROM: CITY OF ENCINITAS- J1004 ELEVATION: 67.639' DATUM: NAVD88 TNT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE : `I/6/ 22 - R.C.E. NO.: 76074 DANIEL J. VALD EXP. 6 30 22 RE ENDED: RECOMMENDED: Jill T. Bankston GRADING PLAN FOR: 128 WEST GLAUCUS STREET ADAMICK RESIDENCE APN:254-242-10 PLANNING CASE NO: 4002-2020 CDP LDEV 015127-2021 -G PUBLIC WORKS DANIEL VALDEZ, PE DATE PLANNING MICHAEL STRIZIC PRINCIPAL ENGINEER JILL T. BANKSTON CITY ENGINEER 07-06-2022 7/11/2022 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR DATE DATE SHEET 4 OF 4 P U� zM � X 0 LL Nz W Lu w zM U zU U LLJ � Z N 0 W u- ILLLJ N O w U' Q Q rid e