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LDEV-013673-2020 (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HISIHER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED wGEOTECHNICAL INVESTATION' PREPARED BY HETHERINGTON ENGINEERING, INC DATED JULY 5, 2019 (REFERENCE 1) AND UPDATE DATED MARCH 3, 2021 PROJECT# 8862.1, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING $HALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSRE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR $HALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 730 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIT ME. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CRY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION' SHALL BE PROVIDED STATING: RHE GRADING UNDER PERMIT NO: LDEV413673.2020 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND $HALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS, 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED. AND TRIMMED AS BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18, IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND-0ISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED DATA 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY MADE SUCH BE PROTECTED (AS DETERMINED BY THE QUALIFIED AND CONSULTATION AND TREATMENT COULD OCCUR AS REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS $HALL BE KEPT IN SITU ('IN PLACE'), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. CHANGE NO.I DESCRIPTION EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT PAUL MANFIE$TAAT 951 255-7551 M HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT IL ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO TO FA 15). ALL NECESSARY MATERIALS SHALL R STOCKPILED ON SITE ON MEASURES 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES TA MAY BE REQUIRED IS THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATIONHA UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND POTENTIALLY TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE THE APPROVED GRADING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8.GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION O EACH WORK DAY. 9. 9. ALL REMOVABLE PROTECTIVE DEVICESSHOWN SHALL BE IN PLACE THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECASTCAST EXCEEDS FORTY PERCENT (40%0%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAIN$ SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPIIMP FACILITIES ANDIOR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPIIMP FACILITY AND/OR THE TURRUNDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPIBMP. S. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPIBMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPIBMR 6. ALL STORMWATER IMPIBMP FACILITIES SHOWN HEREON $HALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT SEPARATE ENGINEERING PERMIT BE OBTAINED. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN THEN FILTERED THROUGH ACITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY ORE HYDRANT. METERS. VALVES. VALVE BOXES. ETC./ WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED 6 MINIMUM HORIZONTAL SEPARATION OF 10.FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT $HALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. APPROVED I DATE I BENCHMARK DESCRIPTION: ENC-33 STAMPED US 7322 PER ROS IM16 LOCATION: 2S'BRASSDISC INCURBATSOUTH SIDE OF PARKING LOT AT SWAMIS PARK IN RED CURB RECORD FROM: CITY BENCHMARK BOOK ELEVATION: 820B1 DATURNAVD38 AS -BUILT APPROVALS CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS Y CRUSHED ROCK AND/OR CORRUGATED STEEL PANELSIPLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NOW:(N9 I[IRLNI1111U16081IBJIIIS9:187:I114W111 I7 [CITAR VAIA1114 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ONSITE 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 ONSITE. 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 EMIR NOTE$ 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. BERMSMIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON4RECYCLABLE 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 (81K) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 4364151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF AVAILABLE RECORDS. TO THE BEST EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A SEWERS - ENCINITAS SANITATION DISTRICT- (760) 75WI8 B. GAS & ELECTRIC- SDGE-(760)43843200 C. WATER- SAN DIEGUITO WATER DISTRICT-(760) 633-2650 D. TELEPHONE -SEC BELL- (760)4893411 E. CABLE TV- COX COMMUNICATIONS-ROD806.9809 X-2233 2. CONTRACTOR $HALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-63Y2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (780)633-2T70. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE 10 H:1 V MAXIMUM VERTICAL DEPTH OF CUT =1.75' MAXIMUM VERTICAL DEPTH OF FILL =225' CUT =25 C.Y. FILL =45 C.V. IMPORT =20 C.V. REMEDIAL =400 C.Y. (PER SOILS REPORT) DISTURBED AREA =K37$F PUBLIC WORKS John Ugrob 7/14/2021 TYLER G LAWSON DATE PUBLIC WORKS DATE: JUNE 15, 2021 PLANNING .. .80366 SENIOR ENGINEER DATE REVIEWER INSPECTOR TYLEKIr LAWSON EKP: 12131M2 IMPERVIOUSAREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: ZW SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 2,853 SOFT INCREASE IN IMPERVIOUS AREA: -9 SOFT IMPERVIOUS AREA REPLACED: 2,078 SOFT OWNER 2216 STREET LLC 950 S COAST HWY 101 ENCINITAS. CA 92024 SITE ADDRESS 221 WEE T TTTREET ENCINITAS, CA 92024 APN: 258-184-16 i G ST SI E I H ST m IeTT� z t O P O 9 O P v 1 ' �JS 0 1 R VICINITY MAP T NOTTO N SCALE LEGAL DESCRIPTION PARCEL 1: APN 258-1M-16 LOT 161N BLOCK 171N THE TOWNSRE OF ENCINITAS, CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 12,1883. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL PERMITOR SIGNA DATE: LO'/`� z0z r IO:N KRYNSKI,A ENT 221 G STREET LLC I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JULY S 2019 AND FOR AN UPDATE ON MARCH 3. 2021. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLAN$ AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOIL$ REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: n /-I y EXP.DATE: 3/3112022 JOB #: 8862.1 HETHERINTON ENGINEERING, INC .� 365 AVENIDA ENCINITAS, SUITE A, CARLSBAD CA 92008 S7GE07E-O WOQ��P THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PIANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY PREPARED BY: ye���p G (4Hsay6c PASCO LARET SUITER No. 80356 m - A ASSOCIIATIES * EXp, 12/31/22 San Diego I Solana Beach I Orange County Phone 858.259.8212 1 www.piseenginearing.com `P�qn, CIVIL BMP PROJECT STATUS STANDARD PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE D1EPARTMENT 6>0 �"'�'' 6/28/2021 /30/21 06/24/2021 DATE IGN DATE SIGN DATE SIGN DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CO APPROVED GRADING PLAN FOR: 221 WEST G STREET o AK LTBANKsroN ENCINITAS, CA 92024 LDEV-013673-2020 7 26 21 T27G/2CITY ENGINEER APN: 258-184-16 PLANNING CASE NO: MULTI-003235-2019 PLSA 3115 =25 MPH 3 I 1 1 EXISTING CURB, GUTTER,& 1 (6B.66)� SIDEWALK TO REMAIN (TYP)� W EXISTING I2'AC WATER TOREMAIN �F S�y LU so' fiu 12 M Qr EXISTING STREET TREE (ARBURJS'MARINA') A -A (68.83) TO REMAIN. r ^ 6 677, `+J B I 25.0' TO FC 15 0' 40.9 or TW O TREE PROTECTION ZONE B70 PER LANDSCAPE PLAN REFER TO TREE PROTECTION PLAN (L.0.0) -•moo PER BUILDING PERMIT FOR THE PROTECTION NOTES & DETAILS . WEST G STREET ------------ TREE PROTECTION ZONE PER ARBORIST. %6h.Ltl EXISTING STREETTREE FOR ALL PROTECTIVE MEASURES REQUIRED (5"CAL FICU9) FOREX PINE TREE, INCLUDINGFEWUl TOBE REMOVED TYPE& LOCATIONSAND IRRIGATION, SEE L=150 ARBORISTREPORTFROM TREE LIFE (:]1 (V=25 MPH) CONSULTING LLCDATED MAY 13,202� ....._.....................................................................I.......,..�..................> ....,,..._ ..�. Ike PROPOSED STREET TREE EXISTING CURB, (HOLLY OAK, 24"BOX) GUTTER,&SIDEWAL 10�EXISTING STREET TREE TO REMAIN (TYP) (50" CAL. ITALIAN STONE '••^••_. _ PINE) TO REMAIN. PROTECT • •`"'"^^•--••.... TING STREET TREE IN PLACE. REFER TO TREE (5'CAL FICWf^-..... ... ,. ...../....-. PROTECTIONPLIN. .................. PROPO ED MOWSTRI I PER LANDSCAPE PLAN 3 6752 0 ` (6723) BW66-7 (68.0) ( 1 �TW 673 m" (6105) =63-'3. f005T- BW 66.3 - �67.78 FS PAR GROSS NET = TW 69.0 BW67.0 67.13 Fc UNIT 1 67.13 1 FF= 67.80 FG PAD=67.13 �IG6'AC WATER TO REMAIN TO REMAIN 0 0 � X6665 O� WED TREEPROTECTION 0 E(TYP) D7EEPROTECTION PLAN PER BUILDING PERMIT Cm 0 \ EXISTING FIAGSTONESI ], CONCRETESQUARES \ TO BE REMOVED(TYP) EXISTING CONCRETE >: APRON TO REMAIN I `t 663 FG f 6 8F5 79 79 � I- 6726FSdd " 6663 1 G W PROPOSED TREE LWITv W UNIT3 WATER SEI 37 SF PROTECTION FENCE(TYP). 2 WATER SEI SEE TREE PROTECTION PLAN U)UNIT 3F OOO) PER BUILDING PERMIT VUNITi WA ER SEI 4 OP4' SEWER LATERAI - PO( P - 63.00 UNIT 2 UNIT 3 SEE i IEP PLANS FOR CON'T FF= 67.30 FF= 67.30 UNIT 4 PAD=66.63 PAD=66.63 FF= 66.80 PAD=66.13 66.78 FS- L=150 (V=25MPH) N - X6653 - ti TORENGB'ACWATE 0TO REMAIN W � W W W EX1�4GlT CSEWER SIGHTWSIB 11 TO REMAIN (V=25MPH) . j 3 66.07 (66.00) /r PROPOSED FIRE 6.13 FG z AND BAS KIFLOWVICE i1 i 66 fOFS/H 7 WFA)5DEVICE PER WASWF-058WR-02. �I 10% �0 j% (66.17) PERWASWS-01,VdC 17 TiNG �'s ,� (662 LOT 1 rORY F9 ay.88 APN: 258-184 01 DING (� 27 PROPOSED4'PVC wim. LEGEND SUBJECTPROPERTYISUBDIVISIONBOUNDARY - - W N EXISTING RIGHT-OF-WAY/ADJACENT LOT LINE 'LINE-, CENTERLINEOF ROAD EXISTING EASEMENT PROPOSED SETBACKS EXISTING CONTOUR PROPOSED CONTOUR &V PROPOSED ROD PAVEMENT - - - EXISTING SEWER MAIN (SIZE PER PLAN) EXISTING WATER MAIN ISLE PER PLAN) EXISTING STORM DRAIN (SIZE PER PLAN) PROPOSED I"WATER SERVICE AND METER PER _ w _ w _ w --[M WAS WS-09 PROPOSED4"SEWER LATERAL PERSDRSO SS-01 - S - S - S PROPOSED RETAINING WALL PROPOSED THICKEND MOW STRIP PERLANDSCAPEPLAN PROPOSED FENCEPERLANDSCAPEPLAN -X-X-X- NOTTO OBSTRUCTSURFACEFLOW PROPOSED BMP BASIN L C ^� JCVVCK LA I LKXL CNV.W ,- 67.13 67.28 FS FG 65.95 G I0% 09% EXISTING STREETTREE / 6y.p �� .w+ �+ I 7 f 20 PROPOSED 4-PVC SEWER LATERAL (ARBUTUS'MAWNAJ I 69..0 °. y � SERVING TRASH AREA (IE�7.01) 5 6773 6663 �+ _g+ LL 2-4OS TO REMAIN. r FG _ 1 _6630 1 FG65.25 2 - _� ce-rc-'.- F F6 (6537- (4e%121 PROPOSED TREE ^/ - - PROTECTIONFENCE(TYP). - / ` 67.25 FG N83°59'25"E f00.55' 6602FG 65.95FG f0 65.90E (TOT) ABBREVIATIONS SEE TREE PROTECTION (Dj ,(68.87) (670 FG m TRANSITIONAS NECESSARY TO THE 1 LOT 15 (es ea) SATISFACTION OF THE CRY ENGINEER BS-BOTTOM OF STAIR PERMITo.0)PEft emLDING TW69.0 qpN: 258-184-15 BLOCK 17 6 BW= BOTTOM ISHEDSWALL PERMIT BW 670 PROPOSED CMU ,,, MAP 148 LOT2 FS FINISHED SURFACE I WALL PER SDRSD C-3 E EXRK " �m APN: 25B-184-02 " FF= FINISHED FLOOR ELEVATION PER ARCHITECT -P�!✓ORKUT '�,'� GF= FACE OF GARAGE ELEVATION IE= INVERTELEVATION TC= TOP e _ TG=TOPOFGBABE PPE TW= TOP OFWALL TS=TOP OF STAIR }II SITE NOTES LL PLAN VIEW -PRELIMINARY GRADING PLAN 1.ALL EXISTING STRUCTURES ONSITE TO BE REMOVED UNLESS OTHERWISE NOTED. 2 ALL EXISTING UTILITIESSHOWNHEREONPER BESTAVAILABLERECORDINFORMATION. SCALE' i"=10, EMCTHORL0MTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. EXSSMH CONTRACTOR TO FIELD VERIFYLOCATIONAND NOTIFYENGINEER OF WORKOFANY (RIM=B5.32) DISCREPANCIESBETWEENACTUAL LOCATIONAND PLAN LOCATION OFU77LMES UPON (fE=57,27) DISCOVERYOFDISCREPANCY. 3. ALL EXISTING TREES ONSITE TOBEREMOVED UNLESS OTHERWISE NOTED. ALL EXISTING ONSITE VEGETATION TO BE REMOVED UNLESS OTHERWISE NOTED, CONSTRUCTION NOTES 4. ALL STREETSIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT-OF-WAYSHALL BEPROTECTED IN-PLACEDURING CONSTRUCTION ORREPLACED TO Of EXISTINGSURVEYMONUMENTTOBEPBOTECTEDIN.PLACE. IFMONUMENTIS DISTURBED OR O7 CONSTRUCTAC PAVEMENT(4"AC OVER 6"CLASS IIAB) 17 CONSTRUCTBENCH PER LANDSCAPEPLIN THE SA7SFACTION OF THE DEVELOPMENTSERVICESDEPARTMENT DESTROYED, ITSHALL SEREPLACED SYA LICENSED LAND SURVEYORANDA CORNERRECOFD OR PER GEOTECHNICAL RECOMMENDATIONS. OF SURVEYSHALL BE FILED WITH THE COUNTY PRIOR TO MONUMENT REMOVAL(TYP). 78 CONSTRUCT MAILBOX PER ARCHITECTURAL PLAN 5. ANY OVERHEAD SERVICE LINES TO THE BUILDING NOTABANDONED SHALL BE CONSTRUCTED O8 CONSTRUCT SEWER CLEANOUT(TYP) UNDERGROUND PRIOR TO RELEASE OF OCCUPANCY. O REUSE E518XISTING METER ANDBOX PROP BED IRRIGATION SOROW BYSDWD. 19 CONSTRUCT LIMIT OFCANOPYIBALCONY/OVERHANG PER ARCHITECTURAL PLAN REUSE EXISTING 3/4"SERVICE FOR PROPOSED IRRIGATION SERVICE O9 CONSTRUCT BIOINFILTRATION BMP BASIN SEE DETAIL,THIS SHEET. CONTRACTOR TO INSTALL BACKFLOWPER 1107-01. ® CONSTRUCT YWIDE PCC RIBBON GUTTER PER DETAIL f0 CONSTRUCT BMPOUTFALL LOCATION W/2 S.F. RIPRAP BMP NOTE O3 EXISTING PCC SIDEWALK TO REMAIN, CONTRACTOR TO REMOVEAND REPLACE PORTIONS OF 2f CONSTRUCT CURB RAMP PER SDRSD G-27 W/ YELLOWDOMES PER SDRSD G30 PROPOSED BMP'S ARE TO BE PRIVATELY MAINTAWEDAND DAMAGED SIDEWALK AS NECESSARY TO THE SATISFACTION OF THE CITY ENGINEER SIDEWALK 3 SDWO TO INSTALL NEW I-DOMESOC WATER SERVICE AND,V4"METER PER WAS WS-0f THE FACILITIES ARE NOT TO BE MODIFIED OR REMOVED SHALL BE SCORED WITH THE TWO-FOOTBY TWO -FOOT SCORE PATTERN TO MATCH THE AT OWNER'S EXPENSE(TYP) 22 CONSTRUCT CURB RAMP PER SDRSD G-3I W/ YELLOWDOMES PER SDRSD G30 WITHOUTA PERMIT FROM THE CITY OF ENCINITAS. EXISTING (TYR) CURBS SHALL BE CONSTRUCTED OUTSIDE OF PATH OF TRAVEL 12 INSTALL 4"PVC SEWER LATERAL WITH CLEANOUT PER SDRSD SS-01 AND SC-01(TYP) 23 CONSTRUCT THICKENED MOW STRIP PER LANDSCAPE PLAN. ® ASSO EXISTING ELECTRICHEADLI METER TO BE REMOVED PERSEPARATE OR FATE GROUNDED PERDER. ASSOCIWORORDER. DUNES TO BE RELOCATED OR UNDERGROUNDED PER SEPARATE 13 DRAWTCONSTRUCT SANITARY ARYENCLOSURE PER lANDSCAPE/ARCHITECTURAL PVuV 24 CONSTRUCT STANDARD WELL MONUMENT CAN PER SDRSD M-f0A SDG&EWORKORDER. DRAIN70 SANITARY SEWER 25 O5 EXISTING GAS SERVICE & METER TO BE REMOVED PER SEPARATE SDGBEWORK ORDER . M CONSTRUCT SCREENING ELEMENT PER LANDSCAPE PLAN CONSTRUCT RAISED PLANTER PER LANDSCAPE PLAN C WALK WITH fi EXISTING SEWER CLEANOUT TO REMAIN CONTRACTOR TO PROTECT IN PLACE 1 CONSTRUCT CONCRETE PAD PER LANDSCAPE PLAN ® ADJUST WATER OMETER BOX RARE AINPERDETAIL,SHEET3 } 0 © D 10 29 30 N 2© AD/UST WATER METER BOX 70 GRADERS NEEDED f CONSTRUCT CONCRETE STAIRS& ELEVATED WALKWAYPER DETAIL, SHEET I 0 COWD TO NTRACT RTO NSTALLSERVICE PER WAS DEVISE PER 5 AT NERSWR-0 EXPENSE. CONTRACTOR TO INSTALL d"BACKFLOW DEVISE PER WAS WR-02 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DesI4 ev: DRAWN Bv: CNE lKL BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. TNT. DATE PLANS PREPARED UNDER SUPERVISION OF RECo 7n APPROVED GRADING PLAN FOR: DESCRIPTION: ENC-33 STAMPED Lb T322 PER ROS 18416 _�-n 221 WEST G STREET PUBLIC WORKS DATE: JUNE 15, 2021 L ENCINITAS, CA 92024 LDEV-013673-2020 LOCATION: 2.5'BRABB DISC IN CURB AT SOUTH TYLERGLAWSON DATE SIDE OF PARKING LOT AT SWAMIS PARK IN RED CURB PLANNING .: 80356 S O'AK LT. BANKSTON RECORD FROM: CITYBENCHMARK BOOK "' TING CITY ENGINEER APN: 258-184-16 ELEVATION: 82OBf DATUM: NAVD88 SENIOR ENGINEER DATE REVIEWER 7-26-21 7/27Y21 INSPECTOR TYLE LAWSON EXP.:1y31/22 DATE DATE PLANNING CASE NO:MULTI-003235-2019 SHEET OF PLSA 3115 R 60' I SETBACK 3RD STREET I PCC WALK SLAB ON GRADE FF=6730 6705 FS iTS 6L28FS PAD-66.63 MATCH E%GRADE ITMOWSTRIP rl ROPOSED GRADE PERLSCAPE CC CUTOFF WALL NN'CURB-O-LET@ 1.09 RECTANGULAR CHANNEL IE-66. 1(FLOWUNE OF SWALE) (SIZED FOR Q100 STORM) UNIT 3 ELEVATED WALKWAY DETAIL SIMILAR TO UNITS AND UNIT4 WALKWAY AM NOT TOSCALE 5.0' SETBACK 18'MOW STRIP WEST PERL'SCAPE G STREET 67.1 TW R 66.2 BW (6707EG) _ 662FG1 15.0' SETBACK II WEST G STREET I I MATCH EX PRE-CASTOONCRETEWALNWAY (55-TRmmPSNJ �WA(KWAYRUSRWITHTIM1RESHOLO I a 67.78 FF=67.80 PAD- 67,13 PER LANDSCAPE (BEYOND) 67.28 FS 66.63 FG INSTALL LARGE COBBLE OR VEGETATION LANDSCAPING ON OVERFLOW EDGES TO ENSURE PER LANDSCAPE PLANS EROSION DOES NOT OCCUR TO THE SATI SFACTION OF THE CITY I NSPECTOR a =III —III - 3" HARDWOOD MULCH/ GRASS 1 COVERORCITYAPPROVEO E00IVALEA7 IIYLAYER SEENOTEBELOW RED SOIL —III .... ... ... ... ... ... ... ... .. ... ... .. _ 2'LAYER OF PEA GRAVEL -III- — (FILTERCOURSE) III —III— _ _ 6"LAYER OF314" III —III- III CRUSHED ROCK 'BIORETENTION "ENGINEERED SOIV LAYER SHALL BE MINIMUM 18"DEEP PER COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G- BIORETENTION SOIL MEDIA(BSM) EXAMPLE SPECIFICATION. "3/4"CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6' BUTMAY BE DEEPENED TO INCREASE THE INFIL TRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACEAREA OF THE BIORETENTION BASIN IS4%OF ME IMPERVIOUS AREA DRAINING TO IT. ALL SIORETENTION PLANTERS TO BE DEPRESSED ATLE45T 6" BELOWADJACENT FINISHED SURFACE, NOTE: SMPS ARE TO BE PRIVATELY BIORETENTION AREA DETAIL MAINTAINEDAND ME FACILITIES NOT MODIFIED OR REMOVED NOT TO SCALE WITHOUTA PERMIT FROM THE CITY 60' RAWQ f50' SETBACK SETBACK THIRD PERMATRAK LOW PROFILE ELEVATED STREET PRECAST CONCRETE WALKWAY (ORAPPROVED EQUAL) FF=67.80 PCC STAIRS PAD-67.13 PROPOSED I (68.82 EG) PER M-2fi FF=67.30 GRADE / __ 6765 FS 67.78 FS 67.13 FG PAO=66.63 EXISTING GRAOEJ 14= __ ___ (66.1 EG) 663 FG '7 EXISTING GRAPROPOSED �IQ� I� BIORETENTION BMP SLAB ZONE OF INFLUENCE I k SECTION B-B SECTION A -A _ 11'CIFAR40E(MIN) 50F MOFPOND TO BOTTOM OF TREAD SCALE'1"=5' SCALE: 1"=5' PERMURNI&ALLOWFOOTING 1. 1 INFLUENCEZONE TO REMAIN OUTSIDE OF BMP NOTE: STRUCTUREPER SEPARATE BUILDING PERMIT UNIT i ELEVATED WALKWAY DETAIL NOTTOSCALE RhV R 3.6' SUBJECT Ir- �' _ I 20.0' 1s 1.r 15' PROPERTY I /5' SUBJECT 10.0' Ct lo.B' PROPERTY SUBJECT 12'R4DIUSTYP. 25'TO TC 9' S' 1' POD zs ro rc PROPERTY ACPAVEMENi 3/8"PAVINGLIPTYP, iS} I VARIES VARIES j EXISTINGAC 40AC OVER 6"CLASS II BASE 8' e ' EXISTINGAC PAVEMENT y _ e. PAVEMENT `APPROXIMATE LOCAPONOF PROPOSED3-FTPCC \` EXISTINGGASAMIN /6"CLASSIIBASE / RIBBON GUTTER ��� ��� APPROXIMATE LOCATIONOF EXISTING T Jr �j EXISTING PCC \\ / EXISTING PCC CITING ENC MASAINPERON � BDW06"ACPWATER MAIN PER WO 85-1 EXISTING B" APPROXIMATELSEWER MAINPER SIDEWALK TO REMAIN SIDEWALK TO REMAIN 3' CONC. RIBBON GUTTER DETAIL EXISTING 12"Ac EXISTING PCC CURBAND WATERMAIN EXISTINGPCCCURBANO APPROXIMATELOCATIONOFEXISTING NOT TO SCALE GUTTER TO REMAIN PER WO-65I GUTTER TO REMAIN 18"RCPSTORM DRAIN EXISTING8'AC IE=56.73 WATERMAIN PER W0-65.1 TYPICAL SECTION - WEST G STREET TYPICAL SECTION - THIRD STREET TYPICAL SECTION -ALLEY SCALE: NOTTO SCALE SCALE NOT TO SCALE SCALE: NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO 7n APPROVED GRADING PLAN FOR: DESCRIPTION: ENC-33 STAMPED LS T322 PER ROS 78476 221 WEST G STREET PUBLIC WORKS DATE: JUNE 15, 2021 ENCNITAS, CA 92024 LDEV-013673-2020 LOCATION: PARKING BRABB SWAMI CURB AT SOUTH TYLERGLAWSON DATE SIDEOF PARKING LOT AT BENCH ARK IN BOOK CURB PLANNING ..80366 S O 'AK LT. BANKSTON RECORD FROM: CITY BENCHMARI(BOOK TING CITY ENGINEER APN: 258-184-16 ELEVATION: 82081 DATUM:NAVDB8 SENIOR ENGINEER DATE REVIEWER 7-26-21 7/27Y21 INSPECTOR TYLE LAWSON EXP.:12131M2 DATE DATE PLANNING CASE NO:MULTI-003235-2019 SHEET OF PLSA 3115 STORMWATER POLLUTION CONTROL SNIP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUTLOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS T CRUSHED ROCK ANDIOR CORRUGATED STEEL PANELSIPLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 1181WATUNIA1U12Fla1 H8 11U1411I[81117111591IIAM41111111:701HTINRui11:14:� DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPE$ OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ONSITE. 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 OWNERS) 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. BERMSIDIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD AND CLEARED VEGETATION CAN BE RECYCLED NON RECYCIABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 4364151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMHATDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL TMAY 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, I � 69'!6 � -efi931 / WEST G STREET 0 — W Wr--tz lVa W W WTWWWW � W'',�/ W W W 'W V/ 5 0 GRAVEL BAGS PER V o // DETAIL BTHIS SHEET In IV �/ F 4 4U� 4G�•b6. pA ..' ... \ .. 0o 5645 i - SILT FENCE PER N83'59'34"E 100,52DETAIL OTHIS l Hsess "^ SHE \ F I) 9.0' 6.0' 3 LL 250' TOFC 150 40 0' CONSTRUCTION ENTRANCEPERDETAIL A THIS SHEET EROSION CONTROL LEGEND CONSTRUCTION ENTRANCE PER DETAIL TR4 �+ GRAVELBAGSPERDETAILB SEP, SE-6,SE-10 SILT FENCE PER DETAIL D SE-1 FIBER ROLL DETAIL C $E5 TR — mm W���� W— x x x x x NYDROSEEDING EC-4 x x x x x x pss?z _ DESILTING84SINNOTE: ts' BIORETENTIONBASINSSHALLBEEXCAVATEDANDUSEDASDESILTINGBASINS DURING CONSTRUCTION. THE SILT SHALL SECOMPLETELYREMOVED, BOTTOM SCARIFIED IFNECESSARYAND THEBIORETEATION BASINS COMPLETED ONCE FINAL SITESTABILEATION ISACHIEVED, PRIOR TO OCCUPANCYAND/OR FINAL. 20.0' FIBER ROLL PER DETAIL C THIS SHEET F— UNIT 1 UNIT 2 UNIT 3 UNIT 4 �Ll �h FF= 67.80 FF= 67.30 FF= 67.30 FF= 66.80 FIBER ROLL PER LLJ S PAD=6Z13 PAD=66.63 PAD=66.63 SR DETAIL CTHIS j Ek� I �C{ SHEET ° ' �.... g III o6575 on )t663 N8305925NE 100.55' � �29 GRAVEL BAGS PER s . 3 VZ 14 4 a DETAIL BTHIS SHEET - ey aEXISTI in UJ 9 d - . E°QU PK• r.�• col L¢N % U ww f G WE OE U �Ar5 ,7 " i l6997 653% ��o PLAN VIEW - EROSION CONTROL PLAN SCALE: 1"=10' 50M�3'T06'C0ARSEAGGREGATE ILI 72"MIN} '.TT PROFILE EUSTiNGGROUND ORIVEAISLE RAIN. 16VAL PLAN PRM/PIFAPPROM TFTRAIICI1P14 ENTRANCEAMO PUBLIC RIGHT-0F WAY ��1�LII��di1L`Bgll�l91U1LT14dIG71L`IN� NOTTOSCALE NOTE CONTRACTOR TO MODI FY CONSTRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCTSEDIMENTBARRIERANDCHANNELCI RUNOFF TO SEDIMENT TRAPPING DEVICE RUNOFF GAPSEDNEEI48AGS TWOLAYERSOF ACTSASSPXLWAY GRAVEL BAGS WITH ENDS OVERLAPPED TA9T1J DETAIL B: GRAVEL BAGS NOTTOSCALE -R . �8" II .v r ' �'II'� W y y y 1 .•''r� W RBERRIXLS y y y y v y v SPACING MEASURED " 'r ALONG FACE OF THE ' .v SLOPE VARIESPER y TABLE BELOi INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO TYPICAL FIBERROLLINSTALIATION A STEEPER SLOPE NOTTOSCALE n FIBERROLL SPACING TABLE ELACEOONLEVFI CONTOURS) SLOPEINCLINATION HORIZONTAL INTERVAL 4:ilHV)ORHATIER 20FEET(MAYIMUMJ SETWESINI AND 211H19 15FEFIMAXIMUM) 21(H.VJ OR STEEPER IOFEET(MAIMMIUM) DETAIL C: FIBER ROLLS NOTTOSCALE 1. SET POSTS ANO EXCAVATE A 48Y4W(10BY70CMJ TRENCH UPSLOPE FROMANO ALONG THE LINE OF POSTS 2 STAPLE WIREFENCING TO THEPOSTS Lemma ��f/ 4WO CM) 3 ATTACH THE Fi TER FABRIC TO 4, MARI COMPACT THE THE MREFENCEANO EXTIM IT EXCAVATED SOIL INTO ME TRENCH FttTERFABRIC� �(— -- WIRE DETAIL D. SILT FENCE NOTTOSCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: ENC-33 STAMPED US 7322 PER ROS 78476 BRASS DINAMI CURKIN SOUTH LOCATION: PARKING SIDE OF PARKING LOT AT SWAMIS PARKIN RED CURB TNT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: JUKE 15, 2021 .:80366 "' TYLE LAWSON EXP.: 12131122 RECO 1n APPROVED L _�-n S O'AK LT. BANKSTON TING CITY ENGINEER 7-26-21 7I27Y21 DATE DATE GRADING PLAN FOR: 221 WEST G STREET ENCINITAS, CA 92024 APN: 258-184-16 PLANNING CASE NO: MULTI-003235-2019 LDEV-013673-2020 PUBLIC WORKS TYLERGLAWSON DATE PLANNING RECORD FROM: CITY BENCHMARK BOOK ELEVATION: 82081 DATUM:NAVDB8 REVIEWER SENIOR ENGINEER DATE SHEET 4 OF 4 INSPECTOR M PLSA 3115