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2021-16950 G (Plans)DocuSign Envelope ID: ED410E3E-C963-4B40-B245-408C660F6215 OWNER LEONARDO SIMPSER FOR: RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES SUNSHINE ENCINITAS, LLC 750 B STREET, SUITE 3020 OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT AUSTIN WERMERS AT (858) 623-4958, 24 CONCRETE WASHOUT SAN DIEGO, CA 92101 LEDCADIA BLVD IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE PHONE Q PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 0 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. SITE ADDRESS DRAINAGE NOTE DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE 155 QUAIL GARDENS DR. / 630 ENCINITAS BLVD. yy N o W STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION SITE ACCESS APN: 258-130-97 & 258-130-98 'm NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SITE FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE LEGAL DESCRIPTION T UTILITY NOTE ENGINEERING INSPECTOR. CONSTRUCTION VEHICLES PARCEL 1 OF THAT CERTAIN CERTIFICATE OF COMPLICANCE IN THE CITY n ENCINITAS BLVD O A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND AK OF ENCINITAS, COUNTY OF SAN WESTLE STATE OF CALIFORNIA, RECORDED z STREET ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. O 2022 JU LY 14, 2022 PER DOCUMENT NO 022 0289024, FILED IN THE OFFICE OF THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE COUNTY RECORDER OF SAN DIEGO COUNTY GENERAL NOTES EROSION CONTROL SANTA FE DR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER OWNER'S CERTIFICATE CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA CIRCUMSTANCES WHICH MAYARISE. MATRIX. REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR VINCINITY MAP PRIOR TO ANY REQUEST FOR INSPECTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE N.T.S. PREVENT PUBLIC TRESPASS ONTO AREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE. COMPACTION AND STABILITY OF THE SITE. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL REPORT" PREPARED BY GEOTEK DATED 02/19/20, AND UPDATE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS DATED 06/10/20, PROJECT#3573-SD SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND OFFICERS, DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. INCORPORATED HEREON. OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINSSTT ANY AND ALL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE GRADING. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING DocuSignedby: GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. C7r� 9/16/2022 EXISTING PRIOR TO GRADING. SIGNATURE: / DATE: LEO lffml§�O; STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES ON -SITE CONSTRUCTION MATERIAL STORAGE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE SOILS ENGINEER'S CERTIFICATE SURVEYOR. SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM I, RAY CUNNINGHAM, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SYSTEM. DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND BARRIER AROUND THE PERIMETER AT ALL TIMES. MADE BY ME OR UNDER MY DIRECTION ON 02/19/20 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS REGULATIONS. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED NOT BE MODIFIED WITHOUTA PERMIT FROM THE CITY. TRAINING THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 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 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES 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 INCORPORATED IN THE GRADING PLA D SPECIE NS. r RECOGNIZED HOLIDAYS. AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN _ -_ SIGNED: �� `"�` - "`-----��� FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY RESPONSIBILITIES. OPROFESSIO RAY CUNNINGHAM Cu 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE AND/OR THE TURF/LANDSCAPED AREAS. RCE NO.: 81687 FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND WASTE MANAGEMENT 03/31/24 No. C 81687 PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR EXP. DATE: LU m CALLING (760) 633 2770. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EXP• Date Fn J� _�- JOB #: 3573-SD 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO 9TF C/V11 OF THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE, ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL GEOTEK CAI�F� THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH IT TO AN ADEQUATE IMP/BMP. TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO 1384 POINSETTIA AVE, SUITE A VISTA, CA 92081 REGARDS TO THE HAULING OPERATION. AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. (760) 599-0509 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL WITHOUT PERMIT FROM THE CITY. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS STATEMENT OF ENGINEER OF WORK UNDER PERMIT NO LDEV-016950-2021 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE REQUIRE THAT THIS PLAN BE REVISED OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS INTENDED USE. AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER CITY OF ENCINITAS AT (760) 633-2770. AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. REQUIRED FOR THIS STRUCTURE. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH SAN DIEGUITO WATER DISTRICT NOTES: NOTIFICATIONS SIGNATURE: DATE: 9-14-22 STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE TYLER G LAWSON CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE PLSA ENGINEERING 0 cjf ESS/ON THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 1911 SAN DIEGO AVE, SUITE 100 �O ER G L4 WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY SAN DIEGO, CA 92110 <v� '��' � F2 C REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: PH: (858) 259-8212 z 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS A. SEWERS - ENCINITAS SANITARY DIVISION - (760)-633-2770 CD w No. 80356 rn CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS PROJECT. B. GAS & ELECTRIC - SDGE - (760)-438-6200 EARTHWORK DATA cy-' Exp. 12/31/22 -`0 DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 STEEPEST EXISTING NATURAL SLOPE ON -SITE - 2 H : 1 V WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE D. TELEPHONE - SBC BELL - (760)-489-3411 MAXIMUM VERTICAL DEPTH OF CUT = 8 `f'I CI V1� �Q REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 MAXIMUM VERTICAL DEPTH OF FILL = 14.5 qTF OF CA��F�� ORDINANCE. 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 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. CUT = 500 C.Y. FILL = 40,000 C.Y. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. EX/IMPORT = 39,500 C.Y. DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF REMEDIAL = 16,000 C.Y. (3' REMOVAL AND RECOMPACTION UNDER AND 5 OUTSIDE OF BUILDING AREAS) AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS DISTURBED AREA = 150,990 SF AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, BMP PROJECT STATUS PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. IMPERVIOUS AREA SHEET INDEX REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 86,680 SQFT 1. TITLE SHEET AND NOTES APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT 2. DEMOLITION PLAN STANDARD THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY DECREASE IN IMPERVIOUS AREA: 86,680 SQFT 3. ROUGH GRADE PLAN PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN 4. ROUGH GRADE PLAN 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. DIEGO GAS AND ELECTRIC VAULTS. IMPERVIOUS AREA REPLACED: 0 SQFT 5. EROSION CONTROL PLAN (ROUGH GRADE) PASCO LARET SUITER OWNER'S STATEMENT FOR SWPPP PROJECTS 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED o ASSOCLATE c c� c� DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MUST RECENT STATE WATER RESOURCES CONTROL WAYS. San Diego I Solana Beach I Orange County BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH WATER METERS MUST BE IN FRONT OF THE PARCEL THEYARE SERVING. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT. A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING Phone 858.259.8212 I WWW.plsaenglrleerlrlg.COrr1 PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN WITH THE CITY OF ENCINITAS; FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. PARTS. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN LDEV-D16950-2D21 AND SWRCB NO R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISIONS AS SET FORTH IN SECTION C.67 OF SWRCB NO, R9-2009-0001. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED 9/28/2022 37C39 SUNSHINE ENCINITAS LLC 08a-b� WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-1 8. Bob KeeIeySteven Kelly Caffrey 09/22/2022 WDID #__9 sCOMPANY:_ Anna �O91221202210/19/2 9/16/2022 Manager SIGNATURE: DATE: TITLE: SI NW DATE SIGN DATE S 9-28-22 DATE SIGN DATE SIGN DATE Q11f.l��;ER CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BAK m JC I TGL DESCRIPTION: ENC 1023; "134WCCS2" 2-IN DISK LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141' WESTERLY OF LEFT TURN ISLAND GORE INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 9-14-22 C NDED: APPROVED: Jill T. Bankston MICHA L TRIZIC JILL T. BANKSTON ROUGH GRADING PLAN FOR: SUNSHINE GARDENS PROPERY APN: 258-130-97 & -98 LDEV-016950-2021 TYLER G LAWSON DATE PUBLIC WORKS PLANNING NOSE AT QUAIL GARDENS DRIVE R.C.E. NO.: 80356 PRINCIPAL ENGINEER CITY ENGINEER RECORD FROM: ROS 18416 ELEVATION: 320.42 DATUM: NAVD88 PRINCIPAL ENGINEER DATE REVIEWER TYLER G LAWSON EXP.: 12/31/22 09-29-2022 10-26-2022 DATE DATE PUBLIC IMPROVEMENTS: LDEV-017832-2021 PRECISE GRADING: LDEV-017833-2021 PLANNING CASE NO: MULTI-3629-2020, BADJ,DR,CDPNF INSPECTOR I I SHEET 1 OF 5 0 Z O O w 0 z Q w Q N O 00 CD � w LID - N 0 w Z �n V) X Q rn � 0 Z U) Q LUJ w 0� Z C)O Qa- DocuSign Envelope ID: ED410E3E-C963-4B40-B245-408C660F6215 NOTE. PROPERTY BOUNDARY SHOWN HEREON REFLECTS LOT LINE AFTER BOUNDARY ADJUSTMENT PER COC # 2022-0289024 REC JULY 14, 2022 EXISTING PUBLIC EASEMENTS SEE SHEETS 3-4 FOR EXISTING EASEMENTS ON SUBJECT PROPERTY NOTES EXISTING PCC CURB AND GUTTER TO BE PROTECTED IN PLACE - EXISTING FENCE WALL TO BE REMOVED �o� � 0 5� o ✓ /� j , /i � � _ ��� � , �- / � �- LEGEND \ GP / / 1 / J ��✓ SUBJECT PROPERTY BOUNDARY o EXISTING FENCE TO BE�- cs� PROTECTED IN PLACE (� APN: 258-130-86-00 5 ( ADJACENT LOT LINE/RIGHT-OF-WAY CENTERLINE OF ROAD G / �� / i� PARCEL 1 L LIMIT OF GRADING /DISTURBANCE AND W W W W / rroC AS DOC #2005-0240340 / DEMOLITION RECORDED 312412005 / EXISTING SEWER MAIN S S S /y EXISTING WATER MAIN W W W r/�� � \ �� \ Sp EXISTING RECLAIMED WATER MAIN RW RW EXISTING GAS MAIN G G G � \ 1. CONTRACTOR TO KILL EXISTING GAS SERVICES PRIOR TO EXISTING e / ° �) \\\ 5�� / EXISTING OVERHEAD UTILITIES OE OE DEMOLITION OF ANY STRUCTURES. / \ G '�, �� RETAINING WALL \ ' ° It 7 PL J \ / COTO BE REMOVED e . � � � \ - �' � �- '� � ` �" EXISTING CONTOUR LINE - 2. CLEAR AND GRUB EXISTING ONSITE VEGETATION; DISPOSE OF / / 0 ��� ALL EXISTING ° - ANY EXISTING ONSITE DEBRIS. TREES ON SITE EXISTING FENCE X X •/ � / . ° % DEMOLISH EXISTING TO BE REMOVED °y / ° . Z, / e �I STRUCTURE / l EXISTING RETAINING WALL 3. WATER/SEWER SERVICE LOCATIONS UNKNOWN AND NOT SHOWN HEREON ARE TO BE REMOVED / �� EXISTING FENCE e ° EXISTING Cultural Resources (see parts A through B): During grading activity, the project applicant shall implement a cultural resources monitoring J � EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE EXISTING RETAINING WALL AND FENCE TO BE REMOVED EXISTING CURB INLET TO REMAIN; PROTECT IN PLACE EXISTING SEWER MANHOLE TO REMAIN; ADJUST TO GRADE / RIM = (EX RIM=) (IE=) EXISTING SEWER o I MANHOLE TO REMAIN PL (OWNED - IN -FEE) 0 o EXISTING CURB & / GUTTER TO BE PROTECTED IN PLACE _ ° e ' V RETAINING WALL DEMOLISH ) ) program consisting of the following measures which shall be included on project grading plans to the satisfaction of the Development TO BE REMOVED ° -� TO REMAIN EXISTING / �" I I g g g p J g g p p r'P /.STRUCTURE I , Services Department: �`` EXISTING PLANTER ° I TO BE TO REMOVED EXISTING �. Cultural Resources, Part A, Archaeological Monitoring: A qualified professional archaeologist, meeting or working under the direction of PARKING LOT ° END REMOVAL OF / I someone meeting the Secretary of the Interior's Professional Qualifications Standards, should be retained to monitor all ground- disturbing s ° ° TO BE EXISTING /' W EXISTING SEWER activities associated with Project construction, includingtrenching,excavation, or other activities that O - ° MANHOLE TO REMAIN 1 vegetation removal, clearing, grading, S REMOVED RETAINING WALL I (EX RIM- 157.3) will disturb original (pre -project) ground. The monitor must have the authority to temporarily pause activity at the location in the event of an J e' Cl) (IE= 143.6) unanticipated discovery, so that they can direct the procedures in the following section. Initially, one monitor may be assigned to the Project e who circulates throughout all areas of active ground disturbance. In the event of an unanticipated discovery, the Lead Agency should / EXISTING ) . reconsider the number of monitors to ensure that future discoveries are managed in accordance with state law. / PARKING LOT l ° e� co EXISTING 8"PVC / s EXISTING WATER TO BE ° ++ ' Cultural Resources, Part B, Native American Monitoring: A Native American monitor from a tribe that is traditionally and culturally affiliated F DEMOLISH I� SEWER TO REMAIN \ ° / ,/ SERVICE& METER EXISTING REMOVED I ° I / with the Project Area should be retained to monitor all ground -disturbing activities associated with Project construction, including vegetation TO BE REMOVED STRUCTURE / °I� / o � removal, clearing, grading, trenching, excavation, or other activities that will disturb original (pre -project) ground. The Native American monitor / e • _ / / shall have the authority to temporarily pause activity at the location in the event of an unanticipated discovery, so that he or she can T EXISTING DRIVEWATO PROJECT SITE / Y BE REMOVED e DEMOLISH EXISTING STRUCTURE ' DEMOLISH / ° e e � e EXISTING DEMOLISH ALL EXISTING e STRUCTURE l l EXISTING VEGETATION ON SITE TO STRUCTURE BE REMOVED ALL EXISTING TREES �0 ON SITE TO BE DEMOLISH ALL EXISTING�� coordinate with the Project archaeologist on the identification of a potential cultural resource and the Project archaeologist can direct the APN: 258-130-99-00 procedures in the following section. Initially, one monitor may be assigned to the Project who circulates throughout all areas of active ground disturbance. In the event of an unanticipated discovery, the lead agency should reconsider the number of monitors to ensure that future discoveries are managed in accordance with state law. In the event that no culturally affiliated tribes elect to send a monitor, or in the event o that a monitor does not report to the construction area at the scheduled time, work may proceed without a tribal monitor present as long as the monitor was provided at least 72 hours' notice and as long as an archaeological monitor is present. EXISTING 96"RCP PUBLIC STORM S Cultural Resources, Part C, Post -Review Discoveries: If subsurface deposits believed to be cultural or human in origin are discovered during DRAIN REMAIN construction, all work must halt within a 100-foot radius of the discovery. A qualified professional archaeologist, meeting the Secretary of CD the Interior's Professional Qualification Standards for prehistoric and historic archaeology, shall be retained to evaluate the significance of _ 5 the find, and shall have the authority to modify the no -work radius as appropriate, using professional judgment. The following notifications EXISTING SEWER shall apply, depending on the nature of the find: MANHOLE TO REMAIN (EX RIM= 167.9) -If the professional archaeologist determines that the find does not represent a cultural resource, work may resume immediately and no o (IE= 142.3) agency notifications are required. POR. EXISTING SLOPE TO REMAIN& BE -If the professional archaeologist determines that the find does represent a cultural resource from any time period or cultural affiliation, he J / PROTECTED IN PLACE or she shall immediately notify the City of Encinitas and the landowner. The City shall consult on a finding of eligibility and implement / ( appropriate treatment measures if the find is determined to be a Historical Resource under CEQA, as defined in Section 15064.5(a) of the CEQA Guidelines, or, if applicable, a Historic Property, as defined in 36 CFR 60.4. Work may not resume within the no -work radius until the o REMOVED .� -/ STRUCTURES ONSIT4 / / X. STORM DRAIN City, through consultation as appropriate, determines that the site either: 1) is not a Historical Resource under CEQA or, if applicable, a DEMOLISH STRUCTURE TO REMAIN Historic Property under Section 106, or 2) that the treatment measures have been completed to its satisfaction. l EXISTING STORM DRAIN (EX RIM = 174.0) EXISTING INLET TO REMAIN; a (IE= 142.4) -If the find includes human remains, or remains that are potentially human, he or she shall ensure reasonable protection measures are ADJUST TO GRADE r. 0 STRUCTURE EXISTING SEWER MANHOLE TO �/ EXISTINGS"SDR-35PVC EXISTING 96"RCP � / taken to protect the discovery from disturbance (AB 2641). The archaeologist shall notify the San Diego County Medical Examiner (per § I ADJUST TO GRADE I � EXISTING PVT. SEWER TO BE � STORM DRAIN TO REMAIN; / r �r / / 7050.5 of the Health and Safety Code). The provisions of§ 7050.5 of the California Health and Safety Code, § 5097.98 of the California PRC, / STORM DRAIN PROTECTED IN PLACE REMAIN RIM= 158.5 �� and AB 2641 will be implemented. If the Medical Examiner determines the remains are Native American and not the result of a crime scene, / _ (EX RIM = 150.5) J 1�j _ TO REMAIN - - � S S J � IE= 140.5 the Medical Examiner will notify the NAHC, which then will designate a Native American Most Likely Descendant (MILD) for the project(§ / S ( ) / SD �_ 5097.98 of the PRC). The designated MILD will have 48 hours from the time access to the property is granted to make recommendations SD SD SD SD ' / / concerning treatment of the remains. If the landowner does not agree with the recommendations of the MILD, the NAHC may mediate(§ C DARY EXISTING RETAINING / SO SD SD � , / / � 5097.94 of the PRC). If no agreement is reached, the landowner must rebury the remains where they will not be further disturbed (§ 1 -- P ETOREMPIN WALL TO BE REMOVED i ���� 5097.98 of the PRC). This will also include either recording the site with the NAHC or the appropriate Information Center; using an open space or conservation zoning designation or easement; or recording a reinternment document with the count in which the property is p g g g Y p p Y EXISTING OVERHEAD 00 / l t"� located (AB 2641). Work may not resume within the no- work radius until the lead agencies, through consultation as appropriate, determine r C, - N vv 4453" E 394.51' UTILITIES TO REMAIN OE ii ii� // that the treatment measures have been completed to their satisfaction. N 01 °4330" E l �� PL (OWNED - OE 29.16' - = '% /�� L IN -FEE) - p x� '' T TYPI CAL SECTION - QUAIL GARDENS DRIVE -� ! EXISTING POWER POLE 1 6 44'S 177.10' TO BE PROTECTED IN ` \ T REMAIN, ADJUST TOEXISTING SEWER GRADENHOLE T 0 \ \ SCALE: NOT TO SCALE PLACE _ T G G ROW R ROW - T -� RIM = 160.8 PL (OWNE�� G �� EXISTING OVERHEAD I VARIES D HIGH VOLTAGE LINES TO \ �� G �- (IEI M 141.5)0) \ \ \ IN_F� � 32.0 VARIES RE A ° ) BE PROTECTED IN PLACE _ G - 1 8 6 9ti o� R W R W o / =/T / T _ G �� 10.0' TO PKWY 22.0' TO TC 22, 0' TO TC VARIE VARIES 4 T r �\ \ \S � BEGIN REMOVAL / G \� S S 4.5' S.5' I EXISTING AC 5.5 G� � / �.N �p �o BLVD OFEXISTING�G G � S S PAVEMENT TO REMAIN GT ITAS - N RETAINING WALL r G I ENCIN \ �� S o N G �+ _ S VARIES VARIES VARIES 2.0/ ROW PLAN VIEW - DEMOLITION PLAN = - i 2:1 MAX VARIES = MATCH TO VARIES 51.0' SCALE. 1 "= 30' HORIZONTAL EXISTING BACK EXISTING PCC I_ OF SIDEWALK VARIES 52.0' TO TC 46.070 TC SIDEWALK TO EXISTING 30" RCP EXISTING EXISTING PCC ' - 8.0' PKWY 1 5.5' 5.0' REMAIN STORM DRAIN PER 16"ACP SIDEWALK TO EXISTING AC PKWY EXISTING 6" PCC 0038-SI WATER MAIN REMAIN TOP OF VARIES VARIES PAVEMENT TO REMAIN VARIES Cultural I Resources, Part D: Prior to final engineering inspection for project grading, the project applicant shall SLOPE - F- - W VARIES CURB & GUTTER TO EXISTING 12" CL 200 F submit a monitoring report prepared by the archaeologist for review and approval by the Development Services EXISTING 8"PVC EXISTING 6" PCC Department. The monitoring report shall describe the results of the cultural resources monitoring program. REMAIN SEWER MAIN PVC RECYCLED WATER MAIN PER 716-I EXISTING CURB &GUTTER TO REMAIN SIDEWALK TO F TELECOM I - REMAINQ�RG S�q�Sq/ EXISTING PCC EXISTING 6" PCC CONDUIT EXISTING 8" VCP EXISTING 16" EXISTING 6" PCC k,�,`��' Oy - SIDEWALK TO CURB & GUTTER SEWER MAIN WATER MAIN EXISTING 12" CURB & GUTTER TO w m PASCO LARET SUITER REMAIN TO REMAIN EXISTING 8" CL 150 REMAIN cD N o. 80356 rn PVC RECYCLED EXISTING 10" PER WO-84-8 WATER MAIN _ n o WATER MAIN PER 716 I HP GAS MAIN PER WO-78-3 GRAPHIC SCALE 1 - 30 Exp. 12/31 /22 A ASSO � QT ES s� CIVO� �� San Diego I Solana Beach I Orange County TYPICAL SECTION - ENCINI TAS BOULEVARD 30 0 30 60 90 q�F OF CA��F�� Phone 858.259.82121 www.pisaengineering.com SCALE: NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK JC TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: ENC 1023: "134WCCS2" 2-IN DISK INT. DATE PLANS PREPARED UNDER SUPERVISION OF EFENDED: APPROVED: ROUGH GRADING PLAN FOR: LOCATION:MEDIAN ISLAND OF LEUCADIA BLVD TYLER G LAWSON DATE PUBLIC WORKS DATE: 9-14-22 Jill T. Bankston SUNSHINE GARDENS PROPERTY 141' WESTERLY OF LEFT TURN ISLAND GORE MICHAEL STRIZIC JILL T. BANKSTON LDEV-016950-2021 NOSE AT QUAIL GARDENS DRIVE PLANNING 4 R.C.E. NO.: 80356 PRINCIPAL ENGINEER CITY ENGINEER APN: 258-130-97 & -98 RECORD FROM:ROS 18416 PRINCIPAL ENGINEER DATE REVIEWER 09-29-2022 10-26-2022 PUBLIC IMPROVEMENTS: LDEV-017832-2021 PRECISE GRADING: LDEV-017833-2021 ELEVATION: 320.42 DATUM: NAVD88 INSPECTOR TYLER G LAWSON EXP.: 12/31/2022 DATE DATE PLANNING CASE NO: MULTI-3629-2020, BADJ, DR, CDPNF SHEET 2 OF 5 PLSAL�S �301 0 DocuSign Envelope ID: ED410E3E-C963-4B40-B245-408C660F6215 NOTE: PROPERTY BOUNDARY SHOWN HEREON REFLECTS LOT LINEAFTER BOUNDARYADJUSTMENTPER ROW / CoC # 2022-0289024 REC_ JULY 14, 2022 z EXISTING NO 'ARKING SIGN TO BE ROTECTED IN PLACE 5- i LOCAL LOW POINT _AeN258-130-86-00'\/ (�154.0 FG) EXISTING FENCE TO BE ( PARCEL 1 / PROTECTED IN PLACE / % — / CoC AS DOC #2005-024034 RECORDED 312412005 EXISTING RETAINING EXISTING FENCE TO BE / (156.0 FL) / WALL AND FENCE TO s `- ° PROTECTED IN PLACE / �� � BE REMOVED � FLOW PATH OF OFFSITE 1579 LIMIT OF \ \ DRAINAGE BYPASSING S / j FG UPSTREAM INLET CENTERLINE PER ROAD SURVEY- �' ` \ EXISTING CURB AND 157.9 � � ��\ 157.5 F� "�, \ � 154 � � � GUTTER TO BE FL \ \ u r �-cj— PROTECTED IN PLACE CONSTRUCTION c�9 p F�� s CENTERLINE PER QGD / G Zg°5�O %/� V MATCH EXISTING � // J s �\ GRADE AT BACK OF IMPROVEMENT PLAN 0038 SI SIDEWALK ,�, - / \ , �� /`��—154-KOE 15 / \ / �o / 158.0 TOE �\• AD - \ F SLOE— FL 153. G OF SLOPE 51 / / \ I ` 156 155 154 �� R �, / ��, 14 \ �2 15159 8 157� / \ O / C7S,r O' O//� �� / / e \ s \ . 158.0 1ST PC C CUR \ / `L ° `� 1570 / / s .� / FG 159 — \ / D TTER T O FFL / —'_\� n \ � / \RE AIN �Q� �'� �/ /` / v°` e�� N67 1�� \ �O 158.0 1 32 E 154 � � / , •� / FG/HP �� 160.0TOP 22 \ � ammum MEMO" p e I OF SLOPE l 7S 6 \ J • s , Cb ° / n 158.0 TOE 1*57.9 s p l OF SLOPE FCC EXISTING PAVEMENT s \� �' ---j AND PARKING STALLS 23 � 147.0 j BE REMOVED v I 1 I 19 T 0 � \ FG \` PAD = 158.0 / �� / I p I PL OWNED- ROW / / I I IN FEE) 158.0 TOP / / 1 I `L 1 757.0 TC 1APRON EXISTING DRIVEWAYOF SLOPE TO REMAIN TO / —� ° O \ \ \� 6 _ /, • e (156.5 FL) I I I I I I PROVIDE ACCESS TO SITE s / �� / �, °, °\ �' / i // / � . A . - \\ �` 14 7. 0 TOE COOF SLOPE \ \ e I I I I s 158.0 TOP � 16 I / / OF SLOPE l / \ \ / l TEMPORARY 1\ �/ / INTERCEPTOR SWALE cn °o MIN TYP PER DI / SLOPE PER GEOTECH \ (FUTURE PARKING @ 0 5/ ( ) F & /RECOMENDATION\ GARAGE) DETAIL THIS SHEET \ 157.0 is )` / � • / � � FG o \ \ \ 0z _b. 158.0 TOE I I PAD - 158.0 \ / OF SLOPE 145 156.5 TG PAD - 147.0 s 155.71E a I / • � n e _ �I Vc , \ ° \ / / \� / I I ° 0 156.700 co 6% .FG q 200 I w co 154.9 FL MATCHL I NE: SEE SHEET 4 EXISTING EASEMENT INFORMATION OANTON & TUNNIE VAN AMERSFOOT HOLDERS OF AN EASEMENT FOR WATER PIPELINE PURPOSES RECORDED FEBRUARY 28, 1947 IN BOOK 2336, PAGE 323 OF OFFICIAL RECORDS (NOT PLOTTED HEREON) TO BE QUITCLAIMED. OSAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES, INGRESS EGRESS PURPOSES RECORDED SEPTEMBER 2, 1955 IN BOOK 5812, PAGE 381 OFFICIAL RECORDS TO BE QUITCLAIMED. OSAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES, INGRESS EGRESS PURPOSES RECORDED MARCH 27, 1958 IN BOOK 7011, PAGE 119 OFFICIAL RECORDS TO BE QUITCLAIMED. OSAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES, INGRESS EGRESS PURPOSES RECORDED MARCH 27, 1958 IN BOOK 7011, PAGE 129 OFFICIAL RECORDS TO BE QUITCLAIMED. OSAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES, INGRESS EGRESS PURPOSES RECORDED DECEMBER 20,1961 AS DOCUMENT NO 219802 OF OFFICIAL RECORDS TO BE QUITCLAIMED. 1 o COUNTY OF SAN DIEGO HOLDER OF AN EASEMENT FOR PUBLIC ROAD PURPOSES RECORDED AUGUST 24, 1967 AS DOCUMENT NO 128398 OF OFFICIAL RECORDS TO REMAIN. 12 SAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES, INGRESS EGRESS PURPOSES RECORDED FEBRUARY 24, 1975 AS DOCUMENT NO 75-041134 OF OFFICIAL RECORDS TO BE QUITCLAIMED. MIYUKI ITO TRUST HOLDERS OF AN EASEMENT FOR 14DRAINAGE PURPOSES RECORED APRIL 20, 1994 AS DOCUMENT NO 1994-0260278 OF OFFICIAL RECORDS TO BE RELOCATED. 15 MIYUKI ITO TRUST HOLDERS OF AN EASEMENT FOR DRAINAGE PURPOSES RECORED MAY 15, 1996 AS DOCUMENT NO 1996-0246779 OF OFFICIAL RECORDS TO BE RELOCATED. 16 SAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES, INGRESS EGRESS PURPOSES RECORDED FEBRUARY 4, 2002AS DOCUMENT NO 2002-0093231 OF OFFICIAL RECORDS TO BE QUITCLAIMED. 107, SAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES, INGRESS EGRESS PURPOSES RECORDED FEBRUARY 4, 2002AS DOCUMENT NO 2002-0093230 OF OFFICIAL RECORDS TO BE QUITCLAIMED. 18 CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR PUBLIC STREET PURPOSES RECORDED MARCH 1, 2005 AS DOCUMENT NO 2005-0169162 OF OFFICIAL RECORDS TO REMAIN. 19 CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR PUBLIC STREET PURPOSES RECORDED MARCH 1, 2005 AS DOCUMENT NO 2005-0169163 OF OFFICIAL RECORDS TO REMAIN. 20 SAN DIEGO GAS & ELECTRIC COMPANY HOLDER OF AN EASEMENT FOR PUBLIC UTILITIES, INGRESS EGRESS PURPOSES RECORDED DECEMBER 8, 2005 AS DOCUMENT NO 2005-1057101 OF OFFICIAL RECORDS TO REMAIN. LEGEND z1 RECIPROCAL EASEMENT AGREEMENT RECORDED *PROPERTY BOUNDARY DECEMBER 30, 2005 AS DOCUMENT NO 2005-1122355 OF OFFICIAL RECORDS TO REMAIN. CENTERLINE OF ROAD 22 TCR #314 NORTHRIDGE LIMITED PARTNERSHIP HOLDERS OF RIGHT-OF-WAY AN EASEMENT FOR UTILITY AND RELATED PURPOSES RECORDED DECEMBER 30, 2005 AS DOCUMENT NO ADJACENT PROPERY LINE 2005-1122354 OF OFFICIAL RECORD TO REMAIN. 23 CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR PUBLIC EXISTING CONTOUR LINE STREET PURPOSES RECORDED JANUARY 11, 2006 AS PROPOSED CONTOUR LINE 64 DOCUMENT NO 2006-0023831 OF OFFICIAL RECORDS TO REMAIN. PROPOSED FLOWLINE 2a CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR SEWER PROPOSED DIRECTION OF FLOW AND INCIDENTAL PURPOSES RECORDED MARCH 28, 2008 AS DOCUMENT NO 2008-0286412 OF OFFICIAL RECORDS TO PROPOSED LIMIT OF GRADING W W V/ REMAIN. PROPOSED PUMPED DRAIN LINE 25 CITY OF ENCINITAS HOLDER OF AN EASEMENT FOR DRAINAGE AND INCIDENTAL PURPOSES RECORDED MARCH 4, 2008 AS DOCUMENT NO 2008-011325 OF OFFICIAL PROPOSED 55 GAL SUMP PUMP RECORDS TO REMAIN. PROPOSED 8" PVC PVT. STORM DRAIN — — FOLLOWING EASEMENT OF RECORD ARE NOT PLOTTABLE: SAN DIEGO GAS &ELECTRIC COMPANY HOLDER OF AN PROPOSED SETLLEMENT MONUMENT PERGEOTECHNICAL ENGINEER EASEMENT FOR PUBLIC UTILITIES, INGRESS, EGRESS PURPOSES RECORDED NOVEMBER 21, 1951 IN BOOK 4297, PAGE 344 OF OFFICIAL RECORDS. COUNTY OF SAN DIEGO HOLER OF ANN EASMENT TO EASEMENTS PLOTTED PER TITLE REPORT EXTEND EMBANKMENT SLOPES RECORDED NOVEMBER 22, 00104349-004-RMl-CFU BY CHICAGO TITLE COMPANY 1967AS DOCUMENT NO 184352 OF OFFICIAL RECORDS. DATE FEBUARY 14, 2019 DESIGNED BY- DRAWN BYCHECKED BY' EXISTING WATER MAIN (SIZE PER PLAN) EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING STORM DRAIN (SIZE PER PLAN) EXISTING RECLAIMED WATER MAIN (SIZE PER PLAN) EXISTING GAS MAIN EXISTING TELECOM CONDUIT PROPOSED 12"AREA DRAIN BY NDS OR APPROVED EQUAL PROPOSED 6" PVC PVT. STORM DRAIN @ 1.0% MIN (UNLESS OTHERWISE NOTED) PROPOSED 9'X 4' TYPE B9 STORM DRAIN CLEANOUT PER SDRSD D-10 W W- S S - SD W 0 LETTER OF PERMISSION FOR TEMPORARY OFFSITE GRADING BY SUNSHINE ENCINITAS, LLC DATED SEPTEMBER 6TH 2O22 DOCUMENT NUMBERS: 2022-0353474, 2022-0353475 & 2022-0353476 ON FILE WITH THE ENGINEERING DIVISION UNDER LDEV-016950-2021 %) / / EXIT 24" R,lx/ AST DRAIN PE 716-1 / - EXISTING FENCE 157.0 TC TO BE PROTECTED _ J` j / (156.5 FL) IN / 156.5 TC L (156.0 FL) v S� / 50 / EXISTING PRIVATE ACCESS ROAD INSTALL 48" RCP STORM DRAIN (PRIVATE) CONNECT TO n EXISTING STORMU DRAIN; (145.61E) EXISTING STRUCTURE EXISTING 84" RCP STORM DRAIN (PUBLIC) PER 9515-1 LOT MAP 15744 EXISTING STRUCTURE CONSTRUCTION NOTES O1 CONSTRUCT PERMANENT 9' X 4' TYPE B9 STORM DRAIN CLEANOUT PER SDRSD D-10; CLEANOUT TO BE MODIFIED TO REMOVE LID AND INSTALL 9' X 4' GRATED INLET TO INTERCEPT DRAINAGE (PRIVATE) INSTALL CONCRETE LUG PER SDRSD D-63; CONNECT TO SD O3 INSTALL 12"AREA DRAIN WITH ATRIUM GRATE BY NDS OR APPROVED EQUAL SITE NOTES EXISTING SD C.O. TO REMAIN (156.3 RIM) (146.2 IE) EXISTING SD INLET ( 4� INSTALL TEMPORARY 55 GALLON SEDIMENT CONTROL PUMP WITHIN PARKING GARAGE SUMP. CONTRACTOR TO MAINTAINAND RELOCATEAS NECCESARY. O5 CONSTRUCT 8" THICK PCC HEADWALL PER DETAIL THIS SHEET INSTALL 2'X 2' ROCK RIP RAP PER SDRSD D-40; 1.1 ' THCIK NO.2 BACKING APPROXIMATE LOCATION OF © PROPOSED SETTLEMENT MONUMENT PER GEOTECH ENGINEER 1. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLNCE. IF MONUMENT IS DISTURBED OR DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SD SD SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. 2. ALL EXISTING STRUCTURESAND WALLS WITHIN THE PROPOSED DISTURBEDAREA TO -------- BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING TREES WITHIN THE PROPOSED DISTURBED AREA TO BE REMOVEDAND THEAREA CLEARED / GRUBBED UNLESS OTHERWISE NOTED. -f- Q;�OFESS/GO ON W No. 80356 m PASCO LARET SUITER Exp. 12/31/22 o AS OCLUES 0 20' 40' 60' San Diego I Solana Beach I Orange County l CIVIC � OF OPA, ��Phone 858.259.82121 www.plsaengineering.com SCALE. 1 "=20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. BAK Jc TGL DESCRIPTION: ENC 1023: "134WCCS2" 2-IN DISK LOCATION:MEDIAN ISLAND OF LEUCADIABLVD 141' WESTERLY OF LEFT TURN ISLAND GORE TYLER G LAWSON DATE PRINCIPAL ENGINEER DATE INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 9-14-22wlja�,Jill R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/2022 M DED: APPROVED: T. Bankston ICHAEL RIZIC JILLT. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 09-79-2022 10-26-2022 DATE DATE ROUGH GRADING PLAN FOR: SUNSHINE GARDENS PROPERTY APN: 258-130-97 & -98 PUBLIC IMPROVEMENTS: LDEV-017832-2021 PRECISE GRADING: LDEV-017833-2021 PLANNING CASE NO: MULTI-3629-2020, BADJ, DR, CDPNF LDEV-016950-2021 PUBLIC WORKS PLANNING NOSE AT QUAIL GARDENS DRIVE REVIEWER RECORD FROM:ROS 18416 ELEVATION: 320.42 DATUM: NAVD88 INSPECTOR SHEET 3 OF 5 DocuSign Envelope ID: ED410E3E-C963-4B40-B245-408C660F6215 NOTE: PROPERTY BOUNDARY SHOWN HEREON REFLECTS LOT LINEAFTER BOUNDARYADJUSTMENT PER CoC # 2022-0289024 REC_ JULY 14, 2022 _ ___ x / T i o EASEMENT NOTES 1. SEE SHEET 3 FOR EXISTING EASEMENT INFORMATION ONSITE \ i INTERCEPTOR SWALE @ 0.5% MIN (TYP) PER I I z DETAIL THIS SHEET / o0 2 eu 0I PAD 158.0 II FG co G� /A s .04 �o 155.5 IE \�\ a� ' 4 �41000 \ / "'� / �/ \\ y PAD 147.0 146.3 FG \ - l TING PCC 4 '82 /2/� l FG �- \\ 57 1� / \ cn EXISTING L154 9 i I 154.9 \,1� \ / I CURB AND GUTTER A) �`�� � FG \ N, �, TEMPORARY 1:1 157.0 FG i � I STRUCTURE TO REMAIN 1 �� v ---� ��,� \y J f / <2 I I INTERCEPTOR SWALE SLOPE PER GEOTECH I 24 @ 0.5/ MIN (TYP) PER RECOMENDATION PORTION OF EX ( I l 155.5 TOE OF \� \\ DETAIL THIS SHEET /` � f SLOPE TO BE I SLOPE / I � \ \ `J \ I � � / cn �F _ 155.5 PROTECTED IN PLACE MATCH TO EXISTING l / l FG BACK OF SIDEWALK l / / / 158.0 TOP \ / - / OF SLOPE \ �� ( 1 INTERCEPTOR SWALE -�� � ', 158.0 TOE OF g 0.5% MIN (TYP) PER PAD - 155.5 SLOPE \ DETAIL THIS SHEET 155.0 TOE �\ j6 l �•14 OF SLOPE 1 v �r A ,�h �31 cn 18 rc> l / �r, \ \ �� \ 145.8 i TING SD CURB l ' / l 1 / ����� s6' \•, FG 4 / 6 /' y , �I 15.5' S.5 I ij If MATCHL I NE: SEE SHEET 3 T i /\ �"m \7 146.5156.5 \ / 155.7E / FG (FUTURE PARKING GARAGE) 6 PAD = 158.0 ."'.� 158.0 TOP OF I l 6 1 156.7 SLOPE I l FG \ 1470 TOE OF I 154.4 6 i = .5 �- \\\: - \\\\ /� /% INLET TO REMAIN 1 PAD 155 / ' FG- ' INSTALL 8" PVC PVT l \ / I � ( � \ ` FG :X SEWER MH TO REMAIN � � �� 'N STORM DRAIN CONNECT / \/ \. 156.0 TG / ADJUST TO GRADE ' / 'j j 0 TO EX. CATCH BASIN \� �l 6 j 3 154.0 TG i ` 154.0co (146.7 EX RIM) I EX. SD INLET TO 20153.\ EX SEWER MH TO REMAIN, � 2 / 01E � l I 149.1 RIM I I I �' REMAIN; RAISE RIM IE OUT=150.0 LJ 155.5 FG I, 156.2 FG _j ADJUSTDE TG= 154.5 3 154.0 TG 6" PVC �� 156.0 FG _ -% � (-156.5 EX RIM) � EXISTING 84" L (IE= 136.3) _ 153.0 IE _ _ _-- - .�/ -- --�� - -- - 960.S�ROP1 9- c RCP STORM 152.81E -- --_ -- -1 I-- .,- �-! f�� s� i / / GJ I -L 11R41A1 PPP A515-1 - \ 152.81E / 156.4FG / I / Ems- �� I --� - FG = 152.8 , DESIL TING BASIN ROW �- ---- �- _ - i . \ -T 2 _ 2 too* SID / D��o�(s " I i MATCH E GRADE \ \\\ ` ` - �\: -� E� j i� l/ -- STORM DRAIN Pj,2 ` - /� I I I PER 9215-1 SHEET FLOW TO - �c CURB &GUTTER. �� �, . - / ��' < I I O c3� O% �(5 - OE OE OE -OE �cJ� ��ut o N 60 44 58 E 394.51 / �, � / - i � - � � EX STORM C.O. I I \ \ \ 2 EX SEWER MH TO REMAIN - / (174.0 RIM) ADJUST TO GRADE r- (±142.4 IE) F� 1�4 49 RW (151.2 EX RIM) � _ - / n ' A 158.5 RIM0001. 7, T T z ' 14 5 N60°44'58"E 177.10T EXISTING POWER D T POLE TO REMAIN T \ TC�4 .8 5 �QFGR�ADING � .� ��� / WARNING!!-TG -�OE 14 \ GG GEXISTING CITY LIMI��` o - °' - - LV DG N 01 43 30 E � � _�T\�S B GL 6o IRRIGATED PLANTER 29.16' F USE CAUTION -HIGH VOLTAGE - C I N ITG �� RW RW PROPOSED LIMIT - OVERHEAD ELECTRIC LINES I \ \ STORM DRAIN PIPE T OF GRADING _ oo h� T q R / / \ (SIZE PER PLAN) 00 v, r-nc_ ul _ APPROX. GRADE J w�� / N� �� - I SWALE FLOW �^ / _ T / _ _! G G AT INVERT WATER SURFACE D D D � PLAN VIEW - ROUGH GRADE PLAN PROPOSED SLOPE NOT TO EXCEED NOT TO EXCEED 2:1 FLOWLINE FG PAD ELEVATION SCALE: I" = 20' HORIZONTAL d d d CONSTRUCTION NOTES SDGE PERMISSION TO GRADE AND CONSTRUCT IMPROVEMENTS 12" MIN PER PLAN PAD PER PLAN ° d d PCC HEADWALL O1 CONSTRUCT PERMANENT 9' X 4' TYPE B9 STORM PERMISSION IS HEREBY GRANTED TO SUNSHINE ENCINITAS, LLC TO GRADEAND CONSTRUCT IMPROVEMENTS 4. SPECIAL CONDITIONS: 8. OUTSTANDING AGREEMENTS: PERMITTEEAGREES TO PAY FOR, �� ��\��.�`�\ EMBEDMENT DEPTH DEPTH DRAIN CLEANOUT PER SDRSD D-10; CLEANOUT TO BE AS SHOWN ON THESE PLANS WITHIN SAN DIEGO GAS & ELECTRIC COMPANY'S EASEMENT(S) SUBJECT TO THE 4.0.ANYANDALL GRADING WITHIN THE EASEMENT OR UNDER THE SIGNAND/OR HAVE SIGNEDALL CONSENTAGREEMENTS, CONSENT TO 1 \ \ MODIFIED TO REMOVE LID AND INSTALL 9 X 4 FOLLOWING CONDITIONS: LINES SHALL HAVE PROPER SIGNAGE WARNING OF THE USE LANDAGREEMENTSAND/OR JOINT USEAGREEMENTS BETWEEN 2 I�� �\y ��� ��� js j� TYPICAL DETAIL - PCC HEADWALL GRATED INLET TO INTERCEPT DRAINAGE (PRIVATE) 1.SUBMITTALS: OVERHEAD ELECTRIC LINES. INALL CONDITIONS, VERTICAL SDG&SAND OWNER OR PUBLIC AGENCIES WHO ENCROACH UPON THE �� 1.1. PERMITTEEAGREES TO SUPPLY SDG&E WITH AS BUILT' GRADING, IMPROVEMENTAND PROFILE PLANS TO CLEARANCES MUST BE MAINTAINED FOR SAFETY. SDG&E EASEMENTS. SAIDAGREEMENTS WILL BE SUBJECT TO THE `��\\\�./��\/ NOT TO SCALE t�2 INSTALL CONCRETE LUG PER SDRSD D-63; CONNECT SDG&E SPECIFICATIONS, IF REQUESTED. 5. EROSION CONTROL: REVOCABILITY CLAUSEAS STATED IN THE CALIFORNIA PUBLIC TO SD 1.2. PERMITTEEAGREES TO SUBMIT FOR REVIEWAND APPROVAL A BLASTING PLAN PRIOR TO BLASTING, IF 5.1.ALL DISTURBEDAND CREATED SLOPES, WITHIN THE SDG&E UTILITIES COMMISSION GENERAL ORDER 69-CAS SHOWN ON WEB SITE: BLASTING IS REQUIRED. TRANSMISSION EASEMENT, SHALL BE HYDRO -SEEDED OR HTTP://WWW.CPUC.CA.GOV/PUBLISHED/GRAPHICS1645.PDF NOTES: O INSTALL 12"AREA DRAIN WITHATRIUM GRATE BY 2.PRE-CONSTRUCTION MEETINGS: PLANTED BYPERMITTEE WITHAN SDG&EAPPROVED MIX. 9. INDEMNIFICATION: 1. SWALE GRADES SHOULD NOT EXCEED 5%. SIDE SLOPES SHOULD BE 2:1 OR LESS. NDS ORAPPROVED EQUAL SDG&E'S LAND MANAGEMENT REPRESENTATIVE (LMR) MUST BE INVITED WITHAT LEAST THREE (3) WORKING 5.2.ALL DRAINAGE SHALL BE DESIGNED TO PREVENT EROSION OF 9.1. PERMITTEEAGREES TOASSUMEALL RISK OF LOSS, 2. OUTLET SHALL CONSIST OF RIP RAP DISCHARGING TO STABILIZED OUTLET, SITE NOTES � DAYS PRIOR NOTICE. SDG&E EASEMENTAND ACCESS ROADS. DAMAGE TO PROPERTYAND/OR INJURYAND/OR DEATH TO SEDIMENT POND OR LEVELSPREADER. ® INSTALL TEMPORARY55 GALLON SEDIMENT 3.GRADING: 6. STORAGE: THIS PERMISSION TO GRADE LETTER DOES NOT PERSONS, AND TO INDEMNIFYAND HOLD SDG&E HARMLESS CONTROL PUMP WITHIN PARKING GARAGE SUMP. 3.1. AT LEAST TWENTY-FOUR (24) HOURS NOTICE MUST BE GIVEN TO SDG&E'S LMR BEFORE START OF PERMIT STORAGE OF EQUIPMENT, MATERIALS, DIRT OR DEBRIS ON FROM ANYAND ALL LIABILITY IN ANY WAYARISING FROM THE 1. SEE SHEET 3 FOR ADDITIONAL SITE NOTES CONTRACTOR TO MAINTAINAND WORK THE EASEMENT OR SDG&E FEE OWNED PROPERTY. PROPOSED GRADING OR CONSTRUCTION OF IMPROVEMENTS. INTERCEPTOR SWALE DETAIL RELOCATEAS NECCESARY. 3.2. FIELD CHANGES TO PLANS WITHIN SAID EASEMENT SHALL BEAPPROVED IN WRITING BY SDG&E LMR. 7. ACCESS: 9.2. SDG&E SHALL NOT BE RESPONSIBLE INANY MANNER 3.3. PERMITTEE IS RESPONSIBLE TO CALL DIG ALERTAT 811 FOR ALL UNDERGROUND MARK -OUT LOCATIONS. 7 I.ACCESS TOALL SDG&E FACILITIES SHALL BE MAINTAINEDAT FOR ANY MAINTENANCE OR REPAIR OF THE PROPOSED NOT TO SCALE 0 20' 40' 60' O CONSTRUCT 8" THICK PCC HEADWALL PER DETAIL 3.4. CLEARANCE OF (35) FEET MINIMUM BETWEEN THE SDG&E ELECTRIC TRANSMISSION WIRESAND THE ALL TIMES. ALL COSTSASSOCIATED WITH RESTORATION OF GRADING OR IMPROVEMENTS. THIS INCLUDES, BUT IS NOT THIS SHEET INSTALL 2' X 2' ROCK RIP RAP PER NATURAL GROUND SHALL BE MAINTAINED ONANY GIVEN DAY, NOTING LINE SAGS VARY DEPENDING ON ACCESS AND ALL ASSOCIATED DAMAGES SHALL BE BORNE BY LIMITED TO, DRAINAGEAND/OR EROSION PROBLEMS OR pF ESS/ AMBIENT TEMPERATUREAND LINE CURRENT. ALL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO OSHA, PERMITTEE. DAMAGE CAUSED TO IMPROVEMENTS THAT WERE NOT Q� Q�V SCALE.' 1 "=20' SDRSD D-40; 1.1' THCIK N0.2 BACKING '9 CAL -OSHA, ANSI, NIOSH, AND NEC FOR CLEARANCES WHEN WORKING AROUND ENERGIZED ELECTRICAL 7.2. SIGNAGE MUST BE IN PLACE DIRECTING SDG&E CREWS TOAND CONSTRUCTED TO TAKE THE WEIGHT OR ACTIVITIES OF SAN DIEGO GAS & ELECTRIC COMPANY G Lqo� © APPROXIMATE LOCATION OF PROPOSED FACILITIES MUST BE MAINTAINED. FROM ELECTRIC STRUCTURES. IFACCESS CHANGES DAILY, VEHICLESAND EQUIPMENT OWNED BY OR WORKING ON BEHALF U) SETTLEMENT MONUMENT PER GEO TECH ENGINEER 3.5. NO GRADING SHALL BEALLOWED WITHIN TEN (10) FEET OFA SINGLE WOOD POLE STRUCTURE OR THEN SUCH SIGNAGE MUSTALWAYS BE CURRENT. OF SDG&E. � No. 80356 PASCO LARET SUITER ANCHOR, WITHIN FIFTEEN (15) FEET OF MULTI -WOOD POLES, WITHIN TWENTY (20) FEET OF STEEL LATTICE 7.3. ALL GATES SHALL PROVIDE FOR SDG&EACCESS BY 10. TERMS AND CONDITIONS: THE TERMSAND CONDITIONS OF THIS REVIEWED BY.' ______________ DATE: ____ Exp. 12/31 /22 Q���C� aT �� TOWERS OR WITHIN THIRTY (30) FEET OF STEEL POLES. PADLOCK, LOCK -BOX OR KEYED BYPASS BOTH DURINGAND APPROVAL SHALL BENEFITAND BIND PERMITTEE ITS SUCCESSORS, - - - o 3.6. SDG&E RESERVES THE RIGHT TO INSPECTAND PERFORM QUALITY CONTROL WORK DURING UPON COMPLETION OF CONSTRUCTION. LOCATIONAND ASSIGNS, AGENTS OR CONTRACTORS. NICK TABOR San Die o I Solana Beach I Oran a Coun PRINCIPALLANDADVISOR sT CIVIL \Q' g g � CONSTRUCTION. CONSTRUCTION OF GATES TO BEAPPROVED BY SDG&E LMR. 11. CONTACT. COLLEEN FINO, 858-637-7989 VALID FOR 18 MONTHS FROM DATE OF SIGNATURE qrF OF Cp� Phone 858.259.82121 www.pisaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BAK JC I TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: ENC 1023: "134WCCS2" 2-IN DISK INT. DATE PLANS PREPARED UNDER SUPERVISION OF NDED: APPROVED: ROUGH GRADING PLAN FOR: Jill T. Bankston SUNSHINE GARDENS PROPERTY LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD TYLER G LAWSON DATE PUBLIC WORKS DATE: 9-14-22 '(� LDEV-016950-2021 141' WESTERLY OF LEFT TURN ISLAND GORE PLANNING /i'�` MICHAELSTRIZIC JILLT. BANKSTON APN: 258-130-97 & -98 NOSE AT QUAIL GARDENS DRIVE R.C.E. NO.: 80356 PRINCIPAL ENGINEER CITY ENGINEER RECORD FROM:ROS 18416 PRINCIPAL ENGINEER DATE REVIEWER TYLER G LAWSON 09-29-2022 10-26-2022 PUBLIC IMPROVEMENTS: LDEV-017832-2021 PRECISE GRADING: LDEV-017833-2021 ELEVATION: 320.42 DATUM: NAVD88 INSPECTOR EXP.: 12/31/2022 DATE DATE PLANNING CASE NO: MULTI-3629-2020, BADJ, DR, CDPNF SHEET 4 OF 5 DocuSign Envelope ID: ED410E3E-C963-4B40-B245-408C660F6215 EROSION CONTROL LEGEND omm AF(N.- 258-130-86-00' \ GP y 16� J / / / PARCEL 1 / CoC AS DOC #2005-0240340 RECORDED 312412005 >0, r I � PAD-158. \ / SE-1 59 / ° 0 011IIIIIIIINs "Room noun* \ ° \ o \• L \ N67°11'32"E 154.22, - / ° I INSTALL SILT FENCE PER CASQA FACT SHEET SE-1 ° J / AND DETAIL C THIS SHEET ° ° ��� PAD = 158.0 v` L e'—. —°- Y T°� INSTALL FIBER ROLLS PER I I — `�- ° \ CASQA FACT SHEET SE-5 ° ° i I TC-01 / ° cn I J�, O AND DETAIL D THIS SHEET ° ICI I 0 FUTURE PARKING— i — GARAGE) PAD = 158.0 0 I L I I INSTALL TEMPORARY CONSTRUCTION ° ° PAD 147.0 N ENTRANCE AT EXISTING DWYPER CASQA / /' FACT SHEET TC-1 AND DETAIL A THIS SHEET w ° 157 / / /I Cn MAINTAIN HYDRANT ACCESS THROUGHOUT CONSTRUCTIONco 0 PAD = 155.5— / INSTALL GRAVEL BAG J // ` r 6 p�O /� PAD = 158.0 INLET PROTECTION PER ( ✓ O s / / l / / CASQA FACT SHEET SE-4 AND DETAIL B THIS SHEET — rn O 0 s FG=152.8 I �_ ftftftft -- _---- SD 'SD 159 16 SD 1i /J SD OU if J / / I _ dr - -- ' I / O 01 N . 1 QE / C_ � / 394.a�• 77 N60°44'58"E 177.10' / \ C3 _ INSTALL SILT FENCE PER \ \ CASQA FACT SHEET SE-1 ` \ _ N Ol °43'30" E i , E N C I N I TAS B L VD AND DETAIL C THIS SHEET \ \ \ \ \ STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES (CONT'D FROM SHEET 1 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. BMPLEGEND SE-01 SILT FENCE SE-06 GRAVEL BAG BERM SE 07 STREET SWEEPING AND VACUUMING SE-10 STORM DRAIN INLET PROTECTION TC 01 STABILIZED CONSTRUCTINO ENTRANCE AND EXIT TC 02 STABILIZED CONSTRUCTION ROADWAY TC 03 ENTRANCE OUTLET TIRE WASH WE-01 WIND EROSION CONTROL CONSTRUCTION ENTRANCE PER DETAIL A IflGRAVEL BAGS PER DETAIL B �3 SILT FENCE PER DETAIL C �4 FIBER ROLL PER DETAIL D TEMPORARY CONSTRUCTION FENCING �6 GRAVEL BAG CHECK DAM SPACED 300-FT O.C. z CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS ORIGINAL GRADE FIBER FABRIC SECTION C-C RUMBLE RACK CORRUGATED STEEL PANELS AS NEEDED (PER CONTRACTOR) Z NOTE 5� CONTRACTOR TO MODIFY CONSTRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER C K M N 2 4' MIN AND CHANNEL IZE RUNOFF TO x SEDIMENT TRAPPING DEVICE L`' 50 MIN DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. l 0 30' 60' 90, 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. V FILTER FABRIC WIRE _ DETAIL C: SILT FENCE NOT TO SCALE SCALE: 1 "--30' 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. DESIL TING BASIN NOTE: POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESIL TING PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. REMOVED, BOTTOM SCARIFIED IF NECESSARY AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK PRIOR TO OCCUPANCYAND/OR FINAL 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. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESCRIPTION: ENC 1023: "134WCCS2" 2-IN DISK LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD TYLER G LAWSON DATE PUBLIC WORN 141' WESTERLY OF LEFT TURN ISLAND GORE PLANNING NOSE AT QUAIL GARDENS DRIVE RECORD FROM:ROS 18416 PRINCIPAL ENGINEER DATE REVIEWER ELEVATION: 320.42 DATUM: NAVD88 INSPECTOR DESIGNED BY: I DRAWN BY: CHECKED BY: BAK I JC TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 9-14-22 R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/2022 ENGINEERING DIVISION APPROVALS NDED: APPROVED: Jill T. Bankston ICHAE RIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 09-79-2027 10-26-2022 DATE DATE RUNOFF TC-1 SE-4, SE-6, SE-10 SE-1 n n n SE-5 FIR X X SE-4 GAP BETV ACTS AS SPILLWAY AREA DR GRAVEL BAG ROW SPACING TABLE GRADE INTERVAL LESS THAN 2% 100, 2% TO4% 50' 4% TO6% 40' 6% TO 8% 25' z Q 04OPE VARIES N � LAYERS OF GRAVEL BAGS WITH ENDS DETAIL B. GRAVEL BAGS NOT TO SCALE y y y Ul FIBER ROLLS y y y W III SPACING MEASURED ALONG FACE OF THE SLOPE VARIESPER '\\j TABLE BELOW j\\il\\, / INSTALL A FIBER ROLL \�\ NEAR SLOPE WHERE IT TRANSITIONS INTO TYPICAL FIBER ROLL INSTALLATION A STEEPER SLOPE NOT TO SCALE FIBER ROLL 8" MIN 314"X 314" WOOD STAKES MAX 4' SPACING FIBER ROLL SPACING TABLE (PLACED ON LEVEL CONTOURS) SLOPE INCLINATION HORIZONTAL INTERVAL 4:1(H:V) OR FLATTER 20 FEET (MAXIMUM) BETWEEN 4:1 AND 2:1(H:V) 15 FEET (MAXIMUM) 2:1(H:V) OR STEEPER F10 FEET (MAXIMUM) DETAIL D: FIBER ROLLS RpFESS/O\ .a G LAB, �� NOT TO SCALE PASCO LARET SUITER z Uj No. 80356 m Exp. 12/31/22 o aSISONATES q CM\i San Diego I Solana Beach I Orange County OF CA��F� Phone 858.259.82121 www.pisaengineering.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ROUGH GRADING PLAN FOR: SUNSHINE GARDENS PROPERTY APN: 258-130-97 & -98 LDEV-016950-2021 PUBLIC IMPROVEMENTS: LDEV-017832-2021 PRECISE GRADING: LDEV-017833-2021 PLANNING CASE NO: MULTI-3629-2020, BADJ, DR, CDPNF SHEET 5 OF 5