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2018-14066 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE MS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLO INS ARE PERMITTED OVER ADJACENT PROPERTY LINES, WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEETAT 2 PERCENTAND BE CONVEYED TOANAPPROVED DRAINAGE FACILITY UT►L17 Y NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "SITE INSPECTION, PROPOSED RESIDENTIAL BUILDING SITE - 544 REQUEZA STREET, CITY OF ENCINITAS, "DATED NOVEMBER 28, 2017, FILE NO. 1147D7-17, PREPARED BY SOILS TESTERS SHALL BE CONSIDEREDASA PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHEDAND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND SURVEYOR, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1I2) MILE OFA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND T30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED' HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE, THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITYAT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE, THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 14066-G HAS BEEN PERFORMED INSUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN': THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL. INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR' INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER, HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIMEAS PERMANENT DRAINAGEAND 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 STRICTACCORDANCE WITH SPECIFICATIONS, 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM. CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THEAREAS 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 ENGINEERAND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITrS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IFA 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. 18.1FANYARCHAEOLOGICAL, HISTORICAL OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BYA QUALIFIED ARCHAEOLOGIST HISTORIAN, OR PALEONTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHAEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19.AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACTIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGOCOUNTY CORONER'S OFFICE BY TELEPHONE NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIEADJACENT REMAINS, AS DETERMINED BYA QUALIFIED ARCHAEOLOGISTANDIORA TRADITIONALLYAND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST ANDIOR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NANO) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDANT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT 11V 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. EROSION CONTROL 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG GOERTZENAT (858) 449-8419, 24 HOURSA DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER i 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 THEAPPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TORN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THATARE UNSAFE OR ARE POTENTIALLY UNSAFE, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORNINATER POLLUTION CONTROL POST CONSTRUCTION BAIRIMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ANDIOR 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 FACILITYANDIOR THE TURFILANDSCAPEDAREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO ANADEQUATE IMPBMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPIBMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TO ANADEQUATE IMP 1 BMP. 6. ALL STORMWATER IMPIBMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COM13USTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OILI GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE, SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATIONAS TO THEACCURACY OF, THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., 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 UNDERWATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE ANDIOR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDSAT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTSAND SAN DIEGO GASAND ELECTRIC VAULTS. 7, ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYSANDALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEYARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIREALL 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 INACCORDANCE WITH WC-17 OR WC-18. ABBREVIATION LEGEND BW = BOTTOM OF WALL AT FINISHED GRADE FS = FINISHED SURFACE FG = FINISHED GRADE EG = EXISTING GRADE FL = FLOW LINE FF = FINISHED FLOOR GF = GARAGE FACE IE = INVERT ELEVATION TF = TOP OF FOOTING TG = TOP OF GRATE TC = TOP OF CURB TIN = TOP OF WALL AT FINISHED GRADE TSW = TOP OF STEM WALL OF = DEEPENED FOOTING LA = LANDSCAPED AREA DESCRIPTION APPROVED DATE BENCHMARK 2 DESCRIPTION: CONTROL POINT #1031 1 N Z 24 21 LOCATION: 2.5" DISC STAMPED "ENC-31 LS 7322", SET IN THE NW CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAWLVD. RECORD FROM: ROS 18416 ELEVATION: 182,995, DATUM: NAVD88 STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 1.5' MAXIMUM VERTICAL DEPTH OF FILL = 0.5' DISTURBEDAREA = 0.37AC REMEDIAL = 840 CY CUT =120 CY FILL = 250 CY IMPORT =130 CY 1 INT. DATE TY ERG WSON DATE PUBLIC WORKS NA ---- Steve/ Novak 2 24 21 PLANNING NA ---- CITY ENGINEER DATE REVIEWER JQD 2/24 INSPECTOR 1 KK 12/24 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABUSHAND USEANADEQUATELY SIZED CONCRETE WASHOUTAREA 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 SITEACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCHAS 3" CRUSHED ROCKANDIOR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EKCAVATIONAND GRADING ACTIVITIES AREALLOWED DURING WET WEATHER, DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELSAGAINST EROSION USING PERMANENTAND 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 1S 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 VEGETATIONAS SOONAS POSSIBLE, ONCE EXCAVATIONAND GRADING ACTIVITIESARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED, ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURESAND PROVIDED WITHA TEMPORARY SEDIMENT BARRIERAROUND THE PERIMETERATALL 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.ANYDUMPSTER 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 WITHANY TRASH MATERIAL. MANY CONSTRUCTION -.MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OFAS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREEAT (800) 714-1195. FOR INFORMATION ON LANDFILLSAND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLESAROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENTAND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN, 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 ENCINITASAT (760) 633-2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK - A. SEWERS - CSD - (760)-633-2770 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 0. RECYCLED WATER -SAN ELIJO JOINT POWERS AUTHORTIY - (760) 753-6203 X-32 E. TELEPHONE - SBC BELL - (760)-489-3411 F CABLE TV - COX COMMUNICATIONS - (760)-806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIVITYANDADVISE ON THE COMPACTIONAND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITHANYACTS OR OMISSIONS OF OWNER OR OWNERSAGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGMA�CI // DATE: r PRINT NAME. e ,��e� e'f z C n COASTAL PACIFIC GROUP, LLC PLANS PREPARED UNDER SUPERVISION OF DATE: �$ - R.C.E. NO.: 80356 a' TYLER G LAWSON EXP.: 12/31/20 OWNER COASTAL PACIFIC GROUP, LLC SITEADDRESS 544 REQUEZA STREET ENCINITAS, CA 92024 APN: 258-121-14-00 ITAS •6j-Vp J SITE REQUEZA ST 0 0 a a ¢--- c w a z VICINITYMAP LEGAL DESCRIPTION NTs THE EASTERLY 85 FEET OF THE WESTERLY 100 FEET OF THE SOUTHERLY 200 FEET OF LOT 9, RANCHO RIQUEZA, ACCORDING TO MAP THEREOF NO.2133, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 11, 1928. SOILS ENGINEER'S CERTIFICATE 1, CHEN CHIN CHIAN, 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 f/ ` ZS--�-7_ _ AND UPDATED ON . 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 PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANSAND SPECIFICATIONS. SIGNED. (f-AC, RCE NO.: 034442 EXP. DATE: 9-30-19 FILE A- 1147D7-17 P.O. BOX 1195 LAKESIDE, CA 92121 PH (619) 443-0060 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC 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 INDEMNIFYAND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE CO``URSEAND SCOPE OF SUCHAGENCYAND EMPLOYMENTAND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE. 6ia� .d2 DATE: TYLER G LAWSON PASCO, LARET, SUITER & ASSOCIATES 535 N. HWY 101, SUITEA, SOLANA BEACH, CA 92075 PH: (858) 259-8212 SHEETINDEX 1, TITLE SHEET 2. GRADING PLAN 3, SECTIONS & DETAILS 4. EROSION CONTROL PLAN w US o AREti4S LO off"N6 s 2y y9a SF rn f1tWoMb- 8. ZA°I si z SrNutiAiE' S,7Z1 sF U BMP PROJECT STATUS Luw co 00 < a z cm c; cV �SS/0 ¢ O u LuI­-U D No. 80356 STANDARD � r Exp. 12/31 /20 04 o X to to < Cf V 11- �a�P 9 OF CO-� fl a 2� SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 1-2V19 i f SIGN DATE SIGN DATE SI N DATE IGN DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECOMMENDED: 5Q, OV JE SE OOW�E,N/S EDWARD J. I MER 9 DATE DATE - GRADING PLAN FOR: 544 REQUEZA STREET APN: 258-121-14 PLANNING CASE NO: 18-020 TPM/ CDP 14066-G SHEET 1 OF 4 PLEA 277Z-01 ri INSTALL PCC CURB & GUTTER - ` PER SDRSD G-02 TO MATCH EXISTING IMPROVMENTS LEGEND PROPERTYLINE FLOWLINE �- RIGHT-OF-WAY SAWCUT LINE I I I I LOT LINE PERVIOUS PAVERS PER DETAIL SHEET ADJACENT PROPERTY LINE INSTALL PCC FLATWORK p CENTER LINE INSTALL 4"AC PAVEMENT OVER 6" CLASS II AB BUILDING FOOTPRINT CONSTRUCT SIORETENTION BASIN PER DETAIL SHEET 3 ROOFLINE ►NSiALL RIPRAP ENERGY DISSIPATER PER PLAN GRADE LIMIT LINE --- _ TRENCH RESURFACING PER SDRSD G-33 SETBACK W OR TO SATISFACTION OF INSPECTOR EXISTING CONTOUR --- - - — ------- ------- -- - CONSTRUCT RETAINING WALL (TYPE PER PLAN) PROPOSED CONTOUR 210 CONSTRUCT 6" PCC CURB & GUTTER PER SDRSD G-02 CUT/FILL LINE CONSTRUCT 6" PCC CURB PER SDRSD G-01 F F F F DEEPENED FOOTING PER SEPARATE INSTALL 4" PVC SEWERS LATERAL PER SDRSD SS-W S S OS BUILDING PERMIT INSTALL 1" DUAL DOMESTIC/ FIRE WATER SERVICE STEM WALL PER SEPARATE PER WAS WS-09 _ W W W __® BUILDING PERMIT GAS SERVICE G G INSTALL 4"PVC SEWER LATERAL PER SDRSD SS-01 DISTRICT TO INSTALL 1 " DUAL DOMESTIC/ FIRE WATER SERVICE AND METER PER WAS WS-09AT OWNER'S EXPENSE INSTALL PCC CURB & GUTTER PER SDRSD G-02 INSTALL PCC CURB PER SDRSD G-01 INSTALL 6"AREA DRAIN © INSTALL 6" PVC STORM DRAIN PIPE O INSTALL 3" PVC STORM DRAIN PIPE ® INSTALL 6" TRENCH DRAIN ® INSTALL PCC CUT OFF WALL PER DETAIL SHEET 3 10 INSTALL PERVIOUS PAVER DRIVE PER DETAIL SHEET 3 11 CONSTRUCT MA SONRY RETAINING WALL PER SDRSD C-03 12 INSTALL 4"AC PAVEMENTOVER 60CLASS 11BASE 13 INSTALL 3' x 3' RIPRAP ENERGY DISSIPATER ROCK CLASS = No. 2 BACKING =1.1FT F-8- QNuxaEnlT GFht�V6V nu��iG lo+.l�iQP.IK.itoN � �N•kW Cj�_p faY k LdGF.1J4�, 7 V+1b411tzVEYD(2• • - - / TRAIL TO REMAIN _................._.......... ............ . GRAPHIC SCALE 1"= 10' 10 0 10 20 30 DEDICATION / EASEMENT NOTES ❑1 INDICATES PUBLIC ROADWAY EASEMENT FOR REQUEZA STREET TO THE CITY OF ENCINITAS, DEDICATION PER PARCEL MAP ® PRIVATE UTILITY EASEMENT FOR BENEFIT OF PARCEL 2 ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED MARCH 5 2019 AS DOC NO.2019 - 00713�3Z. OF 0.R. ESS/ LA W No. 80356 a Exp. 12/31/20 CIV1 C & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 plaaengineering.co® CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UkJluNtu by: UKAVVN bY: UHLUNLU tiY: ENGINEERING DIVISION APPROVALS CITY OF ENCINIT.AS - DEVELOPMENT SERVICES DEPARTMENT DRAINING 1*` F OF TGL tl T tw 11 DESCRIPTION: CONTROL POINT #1031 1 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVE GRADING PLAN FOR: 2 AS -BUILT S/ N 2 24 21 LOCATION: 2.5" DISC STAMPED "ENC-31 LS 7322", SET PUBLIC WORKS Nit ---- DATE: 1 l� 2,%1 544 REQUEZA STREET T7YETY .ER WSON DATE IN THE NW CORNER OF A STORM DRAIN CURB INLET. d�?ed 4 066- LOCATED -'ON THE NORTH SIDE OF ENCINIT LVD. St-eve,NowGik 2/24/21 PLANNING NA ---- � %-- R.C.E. NO.: 80356 J SE OWENS EDWARD J. MMtER APN: 258-121-14 RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER JQO 2/24 ELEVATION: 182.995' DATUM: NAVD88 INSPECTOR KY 2�24 TYLER G LAWSON EXP.: 12l31120 DA�Zk9 p I I-SE�' 9 PLANNING CASE NO: 18-020 TPMI CDP SHEET 2 OF 4 PLEA 2772-01 0 0 CV c8i LU V 2 Qm U oi' s d Q02 i 1Su LL co T 64 OT_C UZ W) au"ia TW=209,9 (BW=208,6) R 2' I 3' EXISTING ULTIMATE ROW ROW 5 0 10' 28' 14' 11 ' 5' 11' 14' 12' EASEMENT FOR FL=210.2 FG=210.4 FS--210.4 FL=210.2 PUBLIC STREET REQUEZA ST. I RIGHT-OF-WAY FG=210.4 FL=210,3 DASHED LINE FG_210. FF=210, % FG=210.6 FG=210.5 REPRESENTS FS--211.1 TC=209.7 ' EXISTING GRADE FF=211.2 FL=209.2 2,©/ PAD=210.0 --_. PAD=210.5 z.o% 2.0% ....... _ _... _ ....... .. .. . is .... _ .'i " 1 ? i i 1 f ' f 1 /.. .•.. INSTALL PCC INSTALL PERVIOUS- INSTALL 4 PCC INSTALL PCC WALKWAY CURB & GUTTER ......., ,� SIDEWALK PER PAVER DRIVEWAY PER INSTALL PCC �......._..; `,�i SDRSD G 07 DETAIL THIS SHEET PER SDRSD G 02 PARKING STALL• SECTION A NOT TO SCALE � R PARCEL 2 20' 15, 2' 16' 2` 5' CONSTRUCT STEM 10' APN: 258-121-54 15 5' 10 DRIVEWAY SYSB WALL PER SEPARATE APN: 258.121-55 STEM WALL APN: 258-121-55 FG=210 DASHED LINE BUILDING PERMIT FG--210.4 DASHED LINE FS=203.8 I REPRESENTS PER SEPARATE REPRESENTS PARCEL 1 TSW=211.0 FL=210.2 FL=209.3 EXISTING GRADE BUILDING PERMIT TC=208.9 I FG=209.9 I EXISTING GRADE FF=21 Q, 7 FF=211.2 TSW=212.2 FL=208.4 I TC=209.2 (EG=210.9) TW-203.9 PAD=210.5 FL=208.7 P40=210, 0 (BW=208.6) 2.0%--------- ____ , z� -*mot - , -... ..._.._ ._._ _ ♦ .......-. .. ............... ....- i i I ..... _ . _.._ , • ....... 1 i f i ____ •1 1 :C • , .... !............• ...._ 5......._... r-r- m ...:...,a-•vxJ.t�.] - I : 1 i_d .__.- ._ ...y .y.-,.._; . . .. ice. i-- - i Al INSTALL PCC CURB - - - _ _ _-_-u..__ ;... f _W_� f; �.' f DEEPENED FOOTING - _____ PER SDRSD G-01 PER SEPARATE INSTALL PERVIOUS INSTALL PCC ! _ " i y "" BUILDING PERMIT PAVERS PER DETAIL CONSTRUCT MASONRY 1 CURB GUTTER .,•% " " RETAINING WALL PER CONSTRUCT PER SDRSD G-02 THIS SHEET EXISTING OFFSITE r' ~ PCC SWALE SDRSD C-03 RETAINING WALL '. - ,,r CONSTRUCT MASONRY ..x..... � EXISTING OFFSITE SECTION B RETAINING WALL PER RETAINING NOT TO SCALE SDRSD C-03 SECTION C TO REMAIN v NOT TO SCALE CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-03 SECTION D NOT TO SCALE * NOTE "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 - 60% SAND, 20 - 30% COMPOST OR HARDWOOD MULCH, AND 20 - 30% TOPSOIL. FF=211.2 PAD=210.5 \ 4 STORM DRAINPIPE (SIZE PER PLAN) a / D D D DASHED LINE f REPRESENTS EXISTING 4 ° ° GRADEAT INVERT O a PCC HEADWALL THICKNESS=8" MODIFIED CUTOFF WALL - TYPICAL DETAIL PERPLAN DROUGHT TOLERANT GROUND COVER PLANTINGS PER E.20 OF THE CITY OF ENCINITAS BMP DESIGN MANUAL AT 18" 0.C, BMP ta,j ` ��FG=PERP �` _ I Vi 2" HARDWOOD MULCH/ GRASS COVER OR CITY APPROVED EQUIVALENT .. , ,.. , � � 18"LAYER ENGINEERED SOIL * SEE NOTE LEFT 12" LAYER OF 314" GRAVEL ROW EXISTING ULTIMATE ROW ROW 72' I PUBLIC STREET 42' _ _ 20, RIGHT-OF-WAY I 22' 3.5' VARIES VARIES 2.0 % .1 MAX. �y i , EXISTING SIDEWALK f LLPCR ;, _ L PE TO REMAIN D G 07 INSTALL _ ;.. _ . SDRSD ;_- y - - EXISTING CURB & , : _.. - '"F ..... WATER METER GUTTER TO REMAIN ' - ` -~ LOCATION PER � ,.....,-y EXISTING 18" STEEL WATER / . J.` , WAS WS-03 (TYP) MAIN - CONSTRUCT PCC CURB & GUTTER EXISTING 8"VCP EXISTING 6" PVC PER SDRSD G-02 SEWER MAIN RECLAIME INSTALL 4"AC WATER MAIN PAVEMENT OVER EXISTING 6"ACP 6" CLASS 11 BASE WATER MAIN REQUEZA STREET - TYPICAL SECTION PER 14066-1 NOT TO SCALE TW=TOP OF WALL AT FINISHED GRADE 0 APN: 258-121-54 FG=211.1 FL=210.9 TW--211.5 (BW=209.9) 6" X 16" PCC FLUSH CURB OR DEEPENED G-1 CURB APPROVED PERVIOUS PAVERS WI MIN. 18 VOID VOID FILLER s" TOg"(NO.8) AGGREGATE IN VOIDS BEDDING COURSE-2" THICK OF a r !1 ! ---'-� : F TE TO e " (NO.8)AGGREGA4. + CHOKER COURSE 4" THICK OF a "---_�4" a � II T02'"(NO.57) CRUSHED ROCK - + - s- A MIN, 6" THICK OF a " CRUSHED ROCK - T (Eli SOIL SUBGRADE NOTE: -ALL AGGREGATE MUST BE CLEANIWASHED AND FREE OF FINES (SAND, SILT, ETC,) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL-SUBDRAIN MAY BE REQUIRED PERVIOUS PAVERS - TYPICAL DETAIL NOT TO SCALE BW=BOTTOW OF WALL AT FINISHED TF=TOP OF I i GRADE FOOTING ' ! `_ 0,5' MIN COVER QROFESS/ON GLq 9! 4' No. 80356 m RETAINING WALL - TYPICAL DETAIL Exp. 12/31/20 2 NOT TO SCALE CIVI �Q OF CALF PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beech, CA 92095 !ph 858.259.8212 1 fz $58.259.4812 1 pbaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWOF BY: CHECGELD BY: ENGWEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 2 AS -BUILT SIRN Z 124 2 1 DESCRIPTION: CONTROL POINT #1031 1 LOCATION: 2.5 DISC STAMPED E IN THE NW CORNER OFASTORM DRAT LS 7B22", SET iER AWSON DATE PUBLIC WORKS DRAIN CURB INLET. St-eNer�ldiUA.%i 2�24�21 RECORD ON THE NORTH SIDE OF ENCINITAcBLVD. PLANNING RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER ELEVATION: 182.995' DATUM: NAVD88 INSPECTOR INT. DATE PLANS PREPARED UNDER SUPERVISION OF N ____ DATE: ���� N� ____ R.C.E. NO.: 80356 JQD /24 '"C TYLER G LAWSON EXP.: 12/31/2fll K RECOMMENDED_ APPROVED' � J SE OWENS EDWARD J. MER /� i9 DATE DAT SECTIONS &DETAILS FOR: 544 REQUEZA STREET APN: 258-121-14 PLANNING CASE NO: 18-020 TPM/ CDP 14066-G SHEET 3 OF 4 PLEA 2772-01 LO C, 0 N o) U U cnujN Qm QQLO, fn ¢coLo t u< 1-paN0 LO p ' 00 UZ a Lo CHANGE NO DESILTING BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASIN COMPLETED ONCE FWAL SITE STABILIZATION IS ACHIEVED _PRIOR TO OCCUPANCY. j I t SILT FENCE PER DETAIL C- THIS SHEET I , , 1 I NOTE. CONTRACTOI. TV MODIFY CONSTRUCTION I ENTRANCE IN THE FIELD AS NECESSARY' CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE j t \, _ F-A 19' RADIUS A MIN. 20' MIN U m a DETAIL A: CONSTRUCTION ENTRANCE NOT TO .SCALE 3/4" MIN COARSE AGGREGATE FIL TER FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER DESCRIPTION WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC ORIGINAL GRADE �r �1 RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY I] TWO LA OF GRA BAGS 4 ENDS OVERLA TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. nr]At/rt MAn nurnl! 2. STAPLE MIRE FENCING TO THE POSTS. 4 IN (10 Cal) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCA VA TED SOIL. INTO 774E TRENCH. FILTER FABRIC WIRE _ DETAIL C: SILT FENCE NOT TO SCALE r I!1 irrrr -v -V -y _v ° —V j /Iii I� -VFIBER ROLLS �. —! SPACING rrrrrr MEASURED ALONG FACE OF THE SLOPE VARIES PER TA6LE BELOW INSTALL A FIBER ROLL rl�NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION DETAIL D. FIBER ROLLS NOT TO SCALE APPROVED DATE BENCHMARK AS -BUILT APPROVALS Utaft�ryt u tsY; 1JFiHOF tSY: l:titTGL tiY: F OF GL SIR 2 24 21 DESCRIPTION: CONTROL POINT#1031 LOCATION: 2.5" DISC STAMPED "ENC-31 LS 7322", SET IN THE NW CORNER OFASTORM DRAIN CURB INLET. _ 1 INT" DATE PLANS PREPARED UNDER SUPERVISION OF DATE:la zf -ri R.C.E. NO.: 80356 day TYLER G LAWSON EXP.: 12!31/20 PUBLIC WORKS Nei ---- T ER LAWSON DATE St -eve, Nowcl k� 2124121 PLANNING NA LOCATED ON THE NORTH SIDE OF ENCINITA$BLVD. RECORD FROM: ROS 18416 ELEVATION: 182.995' DATUM: NAVD88 CITY ENGINEER DATE REVIEWER JQO 2/24 INSPECTOR KK 2/24 SLOP VA�3 C =R ROLL MIN. 34"x34- OOD 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 10 FEET (MAXIMUM) ENGINEERING DIVISION APPROVALS RE/C�OMME/NDED: ,APPROVED: SC�,�{,_ JE SE OWENS EDW RD J. MER Z, �' — 2.0 DATE DA •'ei .... _.._.......... ......... if 0 :fl LEGEND CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B SILT FENCE PER DETAIL C rl n ri FIBER ROLLS PER DETAIL D FR FIR GRAPHICSCALE 1"=10' 10 0 10 20 30 �/ROt �sSION y o w ND.80356 rr D'- Exp. 12/31 /20 x \\J' CIVi4/tea\ & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 859.259.32121 fz 858,259.4812 I pleaengineering.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT EROSION CONTROL PLAN FOR: 544 REQUEZA STREET APN: 258-121-14 PLANNING CASE NO: 18-020 TPMI CDP DRAWING NO. 14066-G SHEET 4 OF 4 PLSA 2772-01 n u N Q CV. Uzcis N co Q � Lp a h ? u- co40 041 ulC O=em OZ02