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2021-17342 GI (Plans)RIGHT OF WAYNOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONS TRUC TION A C TIVITIES OWNER LEGEND SYMBOL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ERIC HENN 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 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ERIC HENN AT (714) 402-1868, 24 HOURS A DAY. CONCRETE WASHOUT 909 ZURICH CIRCLE PROPERTY BOUNDARY - TO KNOW WHERE HIS/HER PROPERTY LINE IS. 2. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE NEWPORT BEACH, CA. 92663 PROPERTY LINE/RIGHT OF WAY EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND DRAINAGENOTE TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE SITEADDRESS SETBACK LINE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT WASHOUT LOCATION. 837 SIRA IFORD DRIVE 82 OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ENCINITAS, CA 92024 EXISTING CONTOUR UTILITYNOTE J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CONSTRUCTIONSITEACCESS EXISTING ELEVA PON X 82.43 . (83.30) A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF A SSESSOR'S PARCEL NO. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS J- CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES 258-234-37 NEW CONTOUR 83 GENERAL NOTES AFTER EACH RUN-OFF PRODUCING RAINFALL. � 83.30 CONSTRUCTION VEHICLES DATE OF SURVEY NEW ELEVA TION 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN - - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICA110NS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE ON -SITE TOPOGRAPHY PREPARED BY SAMPO ENGINEERING, INC. DATED APRIL 15, 2020 AND DAYLIGHT LINE II II II CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE ADJACENT PROPERTIES TOPOGRAPHY PER AERIAL SURVEY PERFORMED BY SAN-LO AERIAL THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPEC110N DRAINAGE SWALE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS SURVEYS FLOWN APRIL 19, 2022. 2. THE SOILS REPORT TITLED 'PRELIMINARY GE07ECHNICAL INVESTIGATION FOR PROPOSED TWO-STORY, SINGLE FAMILY RESIDENCE AND ONE-STORY ADU EROSION CONTROL SAMPO ENGINEERING PHONE NO. (760) 436-0660 DIRECTION OF FLOW THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. AND GARAGE (HENN RESIDENCE) 837 STRATFORD DRIVE" BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DATED MARCH 16, 2021, AND EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST SAN-LO AERIAL PHONE NO. (858) 565-1024 CONCRETE MASONRY RETAINING WALL "UPDATED REPORT OF INFILTRATION TESTING 837 STRATFORD DRIVE ENCINITAS CA 92024" BY SB CONSULTANTS, INC. DATED SEPTEMBER 20 2022 EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SH,�LL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 7ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. LEGAL DESCRIPTION SPECIFICA (TONS CONTAINED IN SAID REPORTS BONDED FIBER MATRIX. THE NORTHERLY ONE HALF OF LOT 16, IN BLOCK "B" AND THE WESTERLY 18 FEET BIO-RETENRON BASIN 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK OF THE NORTH HALF OF LOT 5 /N BLOCK "B" OF ENCINITAS HIGHLANDS, IN THE PRIVATE CATCH BASIN-SD�SD- STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR ANY CONSIkUC110N WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE DAY. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO REQUIRED IN CONJUNC110N WITH IMPROVEMENT PLANS PRIVATE GRAVITY STORM DRAIN PIPE -SD- -SD- DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT MAP THEREOF NO. 2141, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS17F GRADING. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. DIEGO COUNTY, DECEMBER 4, 1928. PERMEABLE PAVERS LLLL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL, a 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING OWNER'S CERTIFICATE CONCRETE DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING AND TO THE SATISFACTION ON THE CITY STORMWATERPOLLUT/ON CONTROL POST CONSTRUCTION BMP/IMP NOTES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID ENGINEER. UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE TRENCH DRAIN EROSION. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR 77 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE BUILDING RETAINING WALL AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL COMPACTION AND STABILITY OF THE SITE. DOWNSPOUT CON EM NEN OACT OR SALLLS A � ANND CONS ALCT AND AND I HEAL 1 ALL SAFETY ET Y DL 110ES, INCLUDING RE DLAGTI LABORING, AND SHALL BE RESPONSIBLE FOR STORM DRAIN SYSTEM. PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, PRIVATE SUB -DRAIN PIPE -SUB- -SUB- 8(11) 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL E HOURS OFS:3O�PM ANOPERATING 7.-JO A M N R OONE-HALF N ATURDAYS, 2SUNDAYS ANDSCI YC ECO LAZED HOL DA OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN FROM THE CITY. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, CATCH BASIN SPEE-D-SD�SD- 9. NO GRADING OPERATIONS SHALL COMMENCE UNRL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED J.ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS ON -SITE CONS TRUCT/ONMATER/AL STORAGE REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL PRIVATE PROPERTY OR PUBLIC EASEMENTS DISCHARGES TO AN ADEQUATE IMP/BMP. STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-S(TE STOCKPILES MAY INCLUDE SOIL, il. UPON FINAL COMPLE110N OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED SECURITY, AN "AS GRADED CERTIFICATION" SHALL APPROVED PROVIDED STATING.• "THE GRADING UNDER PERMIT NO. ADDED LAN" 2T 1 HAS BEEN PERFORMED 5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM STORMWATER STORMWATER FLOWS AND STORY DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION OLLOWED BYATHE DAIF AND SIG ATURE CIVL. ENGINEER ENGNEERAWHO CERTIFES SUCH OWN GRADNG OPERATON.GRADED PLAN': THIS STATEMENT SHALL BE THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/PUP. MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES SIGNATURE. Ei'IC hletll7 DA TE.- 9-20-22 ERIC HENN 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE 6. ALL STORMWAIER IMP BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. TRAINING 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 OBSERVAITONS AND CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY S TA TEMENT OF ENGINEER OF WORK TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. INTENDED USE. THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. THE PROPERTY OWNER()S AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER REQUIREMENTS AND THEIR 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE OWN RESPONSIBILIITES STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT 11AT THE BEEN INSTALLED. REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO WASTEMANAGEMENT ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICA ITON. ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE A UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE (RASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO INDEMNIFY AND PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A PROHIBITED. DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. / STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS HER AGENTS OR EMPLOYEES ACRNG 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SEC110N. THE SEWER SYSTEM, TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A STRUCTURE. AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN Q-/ / q,10 - S/�k NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. - k �`�1 6C) q� LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH 9-19-22 � LDOy� � THE GRADING ORDINANCE. SAN DIEGUITO IVA TER DISTRICT NOTES: SIGNA TURE.• DATE ti MANY CONSTRUCTON MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, JOEL VALDOVINOS 16. ALL TREES, BRUSH GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED ui No. fi 5 CONTRACTOR SO AS t LEAIt THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WA SC). OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE COMPANY. CE&EST CORPORATION . g_ 51.' MATERIAL. ( ) AT (800) 714-1195, FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. ADDRESS: 171 SAXONY ROAD, STE.. 213 ENCINITAS CA. 92024 ,� 4 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE PHONE NUMBER: (760) 436-0660 � /V ITHINHCTY S7REET RIGHT OF AAYLON CITY PROPERTYOR CONSISTENT CITY EAEMENTS ARE E ERRED FOREST 0TY TREES AND SHALL BE PRO7EDED IN LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SIZE RCE EXPIRES: 9/30/2J FOF CA1-�F� PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APAROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS PROJECT. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY 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 SOILS ENGINEER'S CERTIF/CATE PROJECTION ON THE GROUND . IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNEC110N SHALL CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES IMPROVEMENTS ARE IN CONFL CT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. BE FIELD VERIFIED. ALL EXISTNG OR PROPOSED U11LITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON 1, MAMADOU S DIALLO, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF 18. lF ANY ARCHAEOLOGICAL, HISTORICAL OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY THE PROJECT ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK CONTRACTOR SHALL DIVERT DIRECT OR fiE PORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO APPLIED SOIL MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH WATER DISTRICT AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SIZE PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MARCH 16, 2021. ONE COMPLETE COPY OF THE SOILS FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. HISTORIAN, OR PALEOTOLOGIST IN CONSUL TAPON WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING ROFESS,,p AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT THE RECOMMENDATIONS INCLUDED , p� Ny RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST MEET CURRENT DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. �,Lt POpu 5 1� IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICA (IONS WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED NOTIFICATIONS J I 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050. 5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING TO CURRENT STANDARDS A T THE OWNER'S EXPENSE. SIGNED: A..I-il ` 44. ` m G E 2 7 Qa o rn CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATON, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A MAMADOU S. DIALLO THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTNG UTILITIES EXCEPT AS SHOWN ON THESE EXP 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. � � REASONABLY SUSPECTED( TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTNG U11L1RES OR CEG NO.: 2704 �pT0', \�P� DSPOSTON PURSUANT TO APUBLI C ESOUERCI ES COD E 0 7SHALL. IF SUCH A DISCOVECORONER Y OCC RS HAS EMPOR RY NECESSARY CCTION EXCLUSION ZONE SHALL 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN STRUCTURES LOCATED AT THE WORK SIZE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID EXPIRATION DATE: 12-31-202J � �T ��H� BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED DIEGO GAS AND ELECTRIC VAULTS UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMPANY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. C 1 ARCHAEOLOGIST AND OR THE TCA NATIVE AMERICAN MONITOR AND CONSUL TA T/ON AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS "" fct� : / 1, COMMENCEMENT OF WORK. ADDRESS 10925 HARTLEY ROAD, SUITE l FURTHER DEFINED OR STALE LAW, THE CORONER WOULD DETERMINE W/IH/N TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN A. SEWERS -ENCINITAS SANITARY DIVISION - (760) -633-2700 SANTEE, CALIFORNIA 92071 Mamadou Saliou Diallo, P.E. HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATII/E FRONT OF THE PARCEL THEY ARE SERVING B. GAS &ELECTRIC - SDGE - (760) 438-6200 PHONE NUMBER: (619) 258-7901 RCE 54071, GE 2704 AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT ("IN PLACE", OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800-227-2600 MSD1md WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE I THE PRESENCE OF THE TCA NA TTVE AMERICAN MONITOR. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-195J IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF D. TELEPHONE - SBC BELL - (760) 489-3411 20. PRIOR TO COMMENCEMENT OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY OR OTHER WORK THAT MAY CAUSE A TRAFFIC DISTURBANCE, THE ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS E. CABLE TV - COX COMMUNICATIONS - (760) 806-9809 X2233 APPLICANT SHALL OBTAIN APPROVAL OF A TRAFFIC CONTROL PLAN FROM THE CITY'S TRAFFIC ENGINEER DIVISION AS NECESSARY. 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 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. o, 21. BMPs ARE TO BE PRIVATELY MAINTAINED AND THE FACILITIES SHALL NOT BE MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY. ACCORDANCE WITH WC-17 OR WC-18. PHONE: (760) 633-2770. 0 IMPERVIOUS AREA SUMMARY 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. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,771 SF o IMPERVIOUS AREA AFTER CONSTRUCTON: 4,479 SF EA MAXIMUM VERTICAL IMPERVIOUS AREA INCREASE 2,708 SF MAXIMUM VERTICAL DEPTH OF CUT = 7.0 FEET IMPERVIOUS AREA NEW/REMOVE AND REPLACE: 4,479 SF MAXIMUM VERTICAL DEPTH OF FILL = 3.7 FEET CUT = 691 CY STORMWA TER TREA TMENT STA TUS: REQUEZA ST. STORM WATER STATEMENT FILL = 55 CY S/TE THE BIORETENT/ON BASINS HA VE BEEN SIZED USING THE SIZING FACTOR OF 49 OF THE INCREASED IMPERVIOUS AREA. EXPORT= 636 CY SITE 4,479 SF X 0.04= 179 SF REQUIRED. 403 SF PROVIDED. REMEDIAL = 403 CY (2' REMOVAL AND RECOMPACRON UNDER, AND 5' STANDARD PROJECT OUTSIDE OF BUILDING AREAS) TYPE OF TREATMENT BYO-RETENITON BASIN, GRASS SWALE AND LANDSCAPE AREAS LIMITED ACCESS: YES: REAR YARD AND FRONT YARD LOCATION AVERAGE DEPTH OF CUT=(691 CY X 27)/4,458 SF= 4.2 FEET MAINTENANCE RESPONSIBILITY OWNER AVERAGE DEPTH OF FILL=(56 CY X 27)/2,857 SF= 0.5 FEET � Q o Z =MELBA RD MELBARD _ 0 o DISTURBANCE AREA =10, 600 SF Q PUBLIC WORKS PLANNING DIVISION PARKS AND RECREA TION SAN D/EGUI TO WA TER DISTRICT ENCINITAS FIRE DEPARTMENT Consistent with CDP-004117-2020 SANTA FE DR. SANTA FE DR. APPROVED rf HAGLROUTE,� 10-27-22 \ /I1/2022 Steven Kelly Caffrey 06/20/2022 VICINITY MAP LEAVING THE SITE SOUTH ON HAUL ROUTE MAP 10/10/2022 , fcarr NOT TO SCALE STRA (FORD DR., THEN EAST ON SANTA NOT TO SCALE M DA TE SIGN DATE SIGN DATE SIGN DATE S/GN DATE FE DR. TO 1-5 FREEWAY. PLANNING DIVISION CHANCE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS DESIGNED BY I DRAWN BY I CHECKED BY.• ENGINEERING DI VISION A PPRO VA L S (KV) C/TYOFENC/N/TAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AO I AO I JV CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO. 1032 INT. DATE PLANS PREPARED UNDER SUPERVISION OF '�'ME ED: APPROI/ED: IMPROVEMENT PLAN FOR: STATION NAME 0ENC-32" 2" SD. CO. ENG. DEPT BRASS DISC PUBLIC WORKS � z 17- SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET JOEL VAL VIN A PLANNING rem DATE : 9-19-22 MICHAEL STR/ZIC JILL T BANKSTON 837STRATFORD DRIVE LDEV 017342 2021 NORTH OF E STREET. R.C.E. NO.: 65256 PRINCIPAL ENGINEER CITY ENGINEER ERIC HENN RESIDENCE REVIEWER JOEL VALDOVINOS 11/29/2022 12/6/2022 DA 1 UM.• NA VD88 ELEVA TION:92 0004' IN l AL N IN A INSPECTOR ENGINEER OF WORK EXP. 9 f 30/23 DA TE DA TE PLANNING CASE NO. CDP-004117-2020 APN: 258 234.37 SHEET 10F 4 I I 1 1 I AC ❑ \1 ���0 I. EXISTING TOPOGRAPHY AND SHOWN HEREON BY SAMPO ENGINEERING, INC. DATED 4115120 01 _ _ - _ " _ I x \ O O 10 18`3.1 O \ x 2. ADJACENT PROPERTIES TOPOGRAPHY SHOWN HEREON PER AERIAL SURVEY PERFORMED BY SAN-LO AERIAL SURVEYS FLOWN 4119122. '� J. A PRELIMINARY TITLE REPORT WAS PREPARED BY TICOR TITLE COMPANY DATED MARCH 16, 2022 AS ORDER NO. 00894356-995-CC1. SAID REPORT ',i �i OBSCURED AREA lO x \ x 18 HAS REVEALED ONE PLOTTABLE EASEMENT THAT IS SHOWN HEREON. ✓ OBSCURED AREA x 182. J CONC ZL AN EXISTING EASEMENT FOR POLES, WIRES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED FEBRUARY 17, 1931 IN BOOK 1866 OF DEEDS, 1 ; x x 1 .3 BUILDING PAGE 147. \ 178.8 \ ALL x 176\6 0 THE FOLLOWING EASEMENT HAS NO LOCATION SET FORTH AND THEREFORE IS NOT PLOTTABLE (NUMBERING PER PRELIMINARY TITLE REPORT) �, \ x 18>. 7 \\ 7 AN EASEMENT FOR RIGHT OF WAY OVER AND THROUGH LOT 5 HEREIN DESCRIBED, FOR THE INSTALLATION AND MAINTENANCE OF DRAINAGE PIPES, \ ##EWER, WATER AND GAS MAINS, POLES AND WIRES FOR THE CONVEYANCE OF ELECTRICITY, WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL 20.00'. 20.00' \ oo \ �O S BUILDING I x 177.3 �1 \ 0 O � � PURPOSES IN THE DOCUMENT RECORDED DECEMBER 10, 1936 AS BOOK 590, PAGE 479 OF OFFICIAL RECORDS I X I 173.1.4 I O o \ ', 4. EXISTING AND PROPOSED OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL BE INSTALLED UNDERGROUND. COORDINATION WITH SDG&E SHALL 172.81 `\ 17J.36 173.4� Q I x 1 .7 BUILDING 182.3 CONC I BE DONE BY OWNER OR ARCHITECT \ 15 I �\ 1814x O I 1', 5. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED AC AVEMENI� O 1 LOQ Y , WITH THE COUNTY PRIOR TO RELEASE OF OCCUPANCY. • I I 178.6 ❑ ❑ OBSCURED AREA � ❑ 1 \ o to 6. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT OF -WAY SHALL BE PROTECTED IN -PLACE DURING DECK o o l I CONSTRUCTION OR REPLACED TO SATISFACTION OF THE CITY ENGINEER. LOY APN 258-234-10 O \ APN 258-234-28 7. ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE, CONTRACTOR TO VERIFY HORIZONTAL LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTING TRANSITION AS \ \ , NEW IMPROVEMENTS \ NECESSARY TO HE x 1772 178.E WALL I 8. THE DEVELOPER SHALL INSTALL HE WATER SYSTEM ACCORDING TO WATER AGENCIES, (WAS) STANDARDS SATISFACTION Of .... \....... 15 \ Oy OBSCURED I I CITY ENGINEER.' c> �1�' A .� ❑ ••�� I 9. NO OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION. ALL ROADWAYS SHALL BE MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND _� �� ❑❑❑❑ of F ��5 anninir 0 1°u MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND HE ENCINITAS FIRE I..18 2 7 s ``f' �, ❑ ❑ GA i SHED FAO °� �� �, o � G0� 9g DEPARTMENT. Oil 0 172.50 0 3. 80 1 �,� . �l F >> 10. 0� s ` � X .. C. � l� '� 0 3 � �� J' o DAYLIGHT ^� ^� E� 1 �. J, �� 'moo o s >9 �j OS '`s >>9 ,r �80 0 / �8� x �� '�1 0 I �� �� '� s 21 l � G FG 10. BMPs ARE TO BE PRIVATELY MAINTAINED AND THE FACILITIES SHALL NOT BE MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY. WV l s o �� �� cN >>6 WALLS > �j s O c ? ��t,`'�3� \0' `L o L/NE c, IJRED AREA 4 p s o > ' ° Epp �' '>y >y9 \ G `b\' oo a I SMH .. / 6 BOLLARD �j� sp o0 0 >s S� s >s CU E� .>�,�E - �816 E 163.01 F�' ❑ ❑ ❑ 8 x 11. HE CONTRACTOR SHALL SUBMIT AN ARBORIST REPORT TO THE CITY PRIOR TO WORK IN THE RIGHT OF WAY WITH RECOMMENDATIONS FOR A TREE c� RIM; 173.06 \ ,, u - i PROTECTION ZONE. 11.0' 1 M o � 9 17.86 I., , � �� � .145.01 / 18.00' .�• 01 �' L L L L / 19 12. DUE TO THE PREDOMINANTLY SANDY NATURE OF THE ON -SITE SOILS, AREAS OF RECENT GRADING OR EXPOSED GROUND MAY BE SUBJECT TO SAWCUT UNE 1 j3.16 - 5� 5 5 5 T`� 10 21 1 EROSION. DURING CONSTRUCTION SURFACE WA TER SHOULD BE CONTROLLED VIA BERMS GRA VEL/SANDBAGS SIL T FENCES STRAW WA TILES SIL TA TION 5 ` 6� TG 11 �10 �� 5 5 / L L D �� ,' `, OR BIORETENTION BASINS, POSI1lVE SURFACE GRADES OR OTHER METHOD TO AVOID DAMAGE TO THE FINISH WORK OR ADJOINING PROPERTIES ALL SITE 10.59 1� ti 4 �� I 1 .31 �� ' � ENTRANCES AND EXITS MUST HAVE COARSE GRAVEL OR STEEL SHAKER PLATES TO MINIMIZE OFFSITE SEDIMENT TRACKING. BEST MANAGEMENT PRACTICES 4 I \ (AMPS) MUST BE USED TO PROTECT STORM DRAINS AND MINIMIZE POLLUTION. THE CONTRACTOR SHOULD TAKE MEASURES TO PREVENT EROSION OF 12.T �� �\�/�I _ m 0 �� _ 1 2 18 • GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED . AFTER COMPLETION OF GRADING, \6 �, ALL EXCAVATED SURFACES SHOULD EXHIBIT POSITIVE DRAINAGE AND AREAS WHERE WATER MIGHT POND SHOULD BE ELIMINAED. SEE SOIL REPORT FOR " I LDRIVEWAY 11�' S �� o� L L1 >> L 1•2 1 .31 L x 1 ¢ 2 JJ WALL ADDITIONAL RECOMMENDATIONS o S l '�� �0 7 '�s ,r 1 �jo 19 5 I = 25.00'- VE ET ION / x 18)'3 CONC 2 ! 1 3 12� 9 >>� s� ��� ao-��� s,>6LI f-a/ 15q I I 1���18 �� I 6 I QAT 172.54 = ° Z 50 oy� Op �D 1 183.58- RYSB - WALL CENTERS FLOORN TWO'DRECTIONS GARAGE E MIDD E OFSHOULD HE SBA HE REINFORCING STEELTHICK SHOULDREINFORCED BE SUPPORTED ONSAEELPCHAAIRS 18 INCHES ON BLOCKS . 11 7 -LL �LL�� I RO `L�r ;I 1 18���RE 12 f 16 .50 / I o D0 h W N Oo % 1�p� \10. \1 \�0. W �8>>O �F\ 6 I 1i 18 18 I FLOOR SLABS SHOULD BE UNDERLAIN BY 2 INCHES OF CLEAN SAND OVER A 10-MIL VISQUEEN MOISTURE BARRIER OVER 2 INCHES OF CLEAN SAND. SEE 1 ' 7 IW 173.0 <h \ A 1 SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS. o I He rH vtnl '� 1 `b0' 5 1 Fil lA .TR = 2•�' TW174.3 6 N `j1 LLL��LI I 8 a v I Q 16 FG 172.0 Q \ ,� 13 P0� i CONC PORCH 1 I \ 14. SURFACE WATER SHOULD NOT BE ALLOWED TO POND NEXT TO BUILDINGS. FINISHED GRADES SHOULD SLOPE AT LEAST 2 PERCENT AWAY FROM Q I 8 18 FG 172.0 TI 1 �h I �; 13 I 9 I I 1% 4 I 11 \ BUILDINGS AND ALONG DRAINAGE SWALES. ROOF GUTTERS AND DOWNSPOUTS CONNECTING TO SOLID, OUTLET PIPES ARE RECOMMENDED. OUTLET PIPES TF 169.0 10 / 1 7 10�0 �, 13 / 18 1¢ i 3 SHOULD BE DISCHARGED TO AN APPROVED OUTLET SEE SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS D 2 ° 59' 1 �� - L 1 2 x 180.9 _ �' L 0' 183.66 WALL a 8.0' I4%y �� s `� \ 7 o _ �G 1 1�90 �g`l 2 I I N I 1��5 L = 1��J r 1 x 183.1� 15. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT BOUNDARY AND EASEMENTS UNLESS A LETTER OF PERMISSION IS OBTAINED FROM 4 C 17 rn �� � o \E 1- G 11 00 c NO GRADING F� 1 THE OWNERS OF THE AFFECTED PROPERTIES AND PROVIDED TO THE DEVELOPMENT SERVICES DEPARTMENT. I �� �� m 7 F �� 1 1�. m CUT i 0 I \ W 4 A/�� 0 1 \ �>5 1 ��� j��, \ \� 1 I I 14 L o� 11 c1 D 20•D � I I UPPER LEVEL I I UPPER LEVEL _ 12. DO'- 3 3 r RECOMPAC IED TSURFACE BGRADNOT O OIL, UNL SS THAN 4" OVER 2" CLEAN SOIL ENGNEERRJOIN S AND REINFOR EMENT PER SOIL ENGNEERECTIONS OVER \ - `L �� ° 3 - - FF 193.50 � CHIMNEY � o APN 258-234-27 1 S S o fF 193.50 _ 183.4 "� G >. 93 z lI t2.5 1 Z ' I �r - �1 \0 4 - IG 1' 1 q1 >> >> 1 \1��1 LINE ff MAIN 84.00L 2 J .. _i8 3 27 2Y _ 1 MAIN LEVEL x KEYNOTES F� 11 3 00 6 3 so �� `s�o \1`�' \ ADU I 3 FLOOR ABOVE GRADE 181.73 I I fF 184.00 y0 y5 g 183.1 \ DEMOLISH/PROTECT L1=PLACE p I 12. 00 MIN D,, N '- K 172.50 1� 2 \ W PAD 183.2 �� 21 7 1� \ o - , IE GARAGE fF 174.00 PAD 181.5 OR LOWER 5 1 I - FG 172.00 FFFRONT 175.27 \ / 1�� - , CONC 1. DEMOLISH BUILDING O !�> �--� 2 PAD 173.2 1 ' ;r ' O \ SAWCUT 2 u, 7 BT V 169.0 I l o 7 N PAD AT FRONT 174 47 VEGETATION \ x 179.E I CRAWLSPACE ^ o F ¢ 183.8� D D Q \ Q LINE 5 18 3 ff AT BACK 175.�0 \ BUILDING I 12 n OTD R 88�V , p0� LOB 2. DEMOLISH CMU WALL WOOD WALL PAD AT BACK 174.70 6 h g HP I J. DEMOLISH TREE \ Q g 8 1 w �v�j¢ \ 7 1�f I \� ABOVE o~ 00 I I 1 7 7 ' p 1 �; 1 3 z , 4. DEMOLISH WOOD HOT TUB \ I 3 8 .50 FO>> FS175.10-��f19 �� �a '\1 �, \1'ti I I x I I� , 183.5(D \ 16 A THE 16 00 I \. � ,�� �'` �' ,� ��� �� \��0 _ I �� I E 183. 2 I o i 5. DEMOLISH CONCRETE SURFACE \ 17 30 1 IEI 112 �P 0 00 I ^� 9 �, '� o \ - 1 �1. I 25.00 .I R , v 6. DEMOLISH STAIR \ 1c�0 15,ti h 1� .,9 3 \ ^� , ^� o 184. r 1 1 50 ti >> s '� 1 `� 1�' 4 3 ;5 ENE A L /W, 7. DEMOLISH FENCE \ 11 1`L�' F\ lb 12 2 � s�o so ,� 1 r ,\`b �� �1`� 16 I 4 ��5 12 10 1 IDS? 8. DEMOLISH CURB I �5 �,�60 1� 0 18�0 l / 9. DEMOLISH SHED DS a ���• ��o �1' 181� DS a 1�`l 1 1 � 4.3 � I 111 /E 172.56 16 14 4 1 3.59 i / 10. REMOVE AND RELOCATE EXISTING ELECTRICAL METER _ `rG 16g SD �� a� \v '" 1 25 6 n0 H 3 2 11. PROTECT EXISTING TREE IN -PLACE 'EJ 30/ 2E \ lE 172.59 15°�1 �� 20 11g10 �• 3 3 \ 4 / 0 / CB 10 \ 1 >>�178� 16 �S 1 \ 0 183 ATION 12. PROTECT MAILBOX IN -PLACE 1 �1�1�j°�0 - 20 ��� 1810 21 S' �� 8 i 13. REMOVE AND RELOCATE WATER METER AND UPGRADE FOR FIRE SPRINKLERS I CB 145.00' 182.98 18.00' , OBSCURED AREA a K\ ' h o 184.1 " " - SEE KEY NOTE 10 UNDER U 1TLlTIES 171.33 x1 %98 Q 9 �ti FS \1ti 0 10.0'� 8 �\1 ��� o h 8 1 N8938'13"E 163.00' - _ - - - _ _ - 14. PROTECT GAS METER AND GAS SERVICE AND REUSE FOR NEW RESIDENCE IF FEASIBLE h5 '� F 11 '� �M // w 6 __--- ---- ' DAYLIGHT G �L �°` 5 SYSB \1�' �0 �, �, ,� q, , o / 6 15. PROTECT WALL IN -PLACE •� o -k o / 6 a N ' 01 78.. 00 d9%� �, Ll 80.7 6------- DAYLIGHTLINE Q LINE GA IF \� 1� 5 1 0 �,, , , , I 3 � w^ � � �S\\1ti \16 ,�\ 10.600 � � i � � - -` `- ___ ____ 16. PROTECT AC PAVEMENT IN �. 25.00'� \� �tiF'� �~ (OBSCURED AREA '� ' 11 _ 17. PROTECT FIRE HYDRANT IN -PLACE Q i i FYSB ' ' �i WALL 18. PROTECT WATER VALVE IN -PLACE SCURED 19. CONTRACTOR TO DETERMINE THE EXACT LOCATION OF THE SEWER LATERAL AND REUSE FOR ARI 176 OBSCURED �� 0 B S C R ARE A NEW RESIDENCE IF FEASIBLE I z APN 258-234-12 , o I I TRANSITION AS WALL AREA x 83 4 20. PROTECT SEWER MANHOLE IN -PLACE OBSCURED I PA VEM Q , NECESSARY TO THE I � w cl i iAREA SAIISFAC170N OF 176 4 ; `\ zo I I� O D �O� 21. PROTECT POWER POLE/OVERHEAD LINE IN -PLACE \ I I I CITY ENGINEER. y OO � I `� I x 18 7 I� 22. PROTECT BOLLARD IN -PLACE I I I I r D D Q I In1 I I I p0IN LOY 11lJ x 18� 5 � I 23. PROTECT GAS MAIN IN -PLACE SPA (\�� \ ll l101J �00 8 I x �171.67,, 24. PROTECT WATER MAIN IN -PLACE c� 'I70.83 1 .64 ; ; ; V CONC ' l ` I - 25. PROTECT SEWER MAIN IN -PLACE I x 17 1 x 160. 4 I � � �P\� 26. PROTECT FENCE IN -PLACE BUILDING w BUILDING 27. PROTECT WATER SERVICE IN -PLACE CONC ; x 183.4 x 4 I o CONC 28. PROTECT SURVEY MONUMENT IN -PLACE I OB SC Q R E D AREA - � � I I y\Q 29. REMOVE AND REPLACE LOQUA T TREE PER ARBORIST RECOMMENDA TION OBSCURED ARE 9 JO REMOVE AND REPLACE OLIVE TREE PER ARBORIST RECOMMENDA TION I I 1715x �I ' I . ' `, � PEWIMPROVEMENTS ❑ BUILDING - I MAILBOX GATE I I I x 1. RESIDENCE PER ARCHITECTS PLANS DECK Q ` \ 1 83.4 2. GARAGE PER ARCHITECTS PLANS J. ADU PER ARCHITECTS PLANS \ / x 1 ❑ 4. PERMEABLE PAVER DRIVEWAY AND BASE BY UNI-ECO OR APPROVED EQUAL PER DETAIL "C" ON SHEET 3 170.4 I � x 171. 1 � LL CONC WALL x 183.1 / I WALL 5. CMU RETAINING WALL PER SDRSD C-Ol. SEE HIGHLIGHTED DETAIL 'H" ON SHEET 3 FOR THE MAXIMUM WALL HEIGHT TO BE USED 6. CRAKSPACE PER ARCHITECTS PLANS 7. 6" WIDE BY 20" DEEP PCC FLUSH CURB PER DETAIL `C" ON SHEET 3 8. 3' WIDE BY 6" HIGH WEIR CUT OUT OF TOP WALL FOR DRAINAGE BOTTOM OF WEIR @ FLOW LINE STORiVDRAIN/WATER QUALITY O 9. POOL PER SEPARATE PERMIT VOTE.A SEPARATE RIGHT-OF-WAY CONSIPUCRON 1OTE.•DETAILS FOR INSTALLATION OF WIRING FOR 1OTE.•FOR LOCAPONS OF GREYWAER SYSTEM. 1. PRIVATE 6" DIA. PVC STORM DRAIN PIPE (SDR-35) SLOPE @ 1% MIN. 10. 5' HIGH WOOD FENCE PER ARCHITECTS PLANS QRIIFESS/ONE PERMIT /S REQUIRED FOR WORK W/H/N THE PUBLIC ENCROACHMENT MA/NTESEPTEMBO R 280VAL AGREEMENT CURRENT OR CONDUITS FOR FUTURE /NSTALLA T/ON SEE ARCHITECT'S PLANS SHEET A-10 2. PRIVA TE 6" DIA. CA TCH BASIN SPEE-D WITH GRA TE BY `NDS" OR APPROVED EQUAL 11. f3' WIDE STREET WIDENING CONSTRUCT 4" AC PA VEMENT OVER 10" CLASS /I BASE, UNLESS SOIL ENGINEERS OR CITY ENGINEER INDICA TES 4� RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE RECORDED 2022, OF PHOTOVOLTAIC ENERGY GENERA PON SYSTEMS J. 24" WIDE VEGETATED DRAINAGE SWALE PER DETAIL "A" ON SHEET 3 OTHERWISE. ��LDOLj Fy AS DOCUMENT N0. 2022-0380724 OF OR () Gf TO OBTAIN THE RIGHT-OF-WAY PERMIT. AND AN ELECTRICAL VEHICLE CHARGING STAPON. 4. 34.2' LONG BY 11.8' WIDE (403 SF) BIO-RETENTION BASIN PER DETAIL 'B" ON SHEET 3 12. DEEPENED FOOTING PER ARCHITECTS PLANS w No. fi 5 0, SEE ARCHITECT'S PLANS SHEET E-1 5. RIP -RAP ENERGY DISSIPA TOR PER SDRSD D-40, TYPE 2. USE 12 BACKING 12" THICK OVER 12" 13. POOL WALL DESIGN BY OTHERS � DEEP D.G. FILTER BLANKET 14. PLANTER PER ARCHITECTS PLANS 6. 6" WIDE TRENCH DRAIN BY "NDS" WIH STEEL TRAFFIC GRATE OR APPROVED EQUAL 15. CONCRETE STAIRS PER ARCHITECT'S PLAN PER DETAIL 'E" ON SHEET 3 FOR (TYPICAL CONCRETE STAIRS) lFOf CA1.1F\ 7. 12 712 " CATCH BASIN BY 'NDS" OR APPROVED EQUAL 16. CONCRETE SURFACE. SEE CONSTRUCTION NOTE NO. 16 8. PRIVATE 4" DIA. PERFORAED SUB -DRAIN PIPE (SDR-35) SLOPE @ IZ MIN 17. 8' WIDE X 20' LONG PERMEABLE PAVER PARKING SPACE BY UNI-ECO STONE OR APPROVED EQUAL PER DETAIL V' ON SHEET 3 9. PRIVATE 3" DIA. PVC STORM DRAIN PIPE (SDR-35) SLOPE 01 % MIN. 18. CMU RETAINING WALL PER SDRSD C-05. SEE HIGHLIGHTED DETAIL 'H" ON SHEET 3 FOR THE MAXIMUM WALL HEIGHT TO BE USED 10 5 0 10 20 10. PRI VA TE 4" DIA. PERFORA TED SUB -DRAIN PIPE (SCH 80) SLOPE @ 1% MIN. 19. PCC CURB MODIFIED PER SDRSD 6- 1. UTILITIES o 20. CONCRETE STEEP. SEE CONSTRUCTION NOTE NO 16 1. DISTRICT TO UPGRADE TO DUAL METER PER WS-09 4" FOR DOMESTIC 21. CMU RETAINING WALL PER SPECIAL DESIGN BY OTHERS SEE DETAIL 5 ON SHEET S6 PER BUILDING PLANS SCALE: 1" = 10' AND 1" FOR FIRE SPRINKLERS AT OWNERS EXPENSE. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK A S-BUIL T A PPRO VA L S DESIGNED BY- DRAWN BY CHECKED BY.- ENGINEERING DI VISIONAPPROVALS C/TYOFENCINITAS-DEVELOPMENTSERVICES DEPARTMENT DRAWING NO. AO AO JV CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO. 1032 INT. DATE PLANS PREPARED UNDER SUPERVISION OF 'ME ED: APPP�ROVS. IMPROVEMENT PLAN FOR: STATION NAME "ENC-32" 2" SO. CO. ENG. DEPT BRASS DISC PUBLIC WORKS SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET J L VAL V/N A PLANNING %/ DATE : 9-19-22 MICHAEL STRIZIC JILL T BANKSTON 837STRATFORD DRIVE LDEV 017342 2021 NORTH OF E STREET. 65256 PRINCIPAL ENGINEER CITY ENGINEER ERIC HENN RESIDENCE REVIEWERJOR.C.E. NO.: 11/29/2022 12/6/2022 DA IOU: NA VD88 ELEVA PON: 92. 0004'PRINCIPAL N IN A INSPECTOR ENGINEER OF WORK EXP. 91JO12J DA E DA E PLANNING CASE NO: CDP-004117-2020 APN.' 258 234-37 SHEET 2 OF 4 R/W 24"Mil U.N.O. GRASS OR TURF LINED OPTION OVER Y z ANCHORS (TIP.) LANDLOK TURF REINFORCEMENT WHERE SLOPE EXCEEDS 59 4:zq�/: — 4" — _ I 111- -' i l— — —— .1 l l I'' I NOTES 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 2. FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRM 450 TYPICAL VELETA TED DRAINAGE SWALE TURF REINFORCEMENT MAT. �� NO SCALE 8' DECORATIVE PERMEABLE PAVERS BY VOID FILLER - 1/8" UNl-ECO STONE OR APPROVED EQUAL TO 3/8" (N0. 8 AGGREGATE IN VOID AC PAVEMENT AND 2.0' —�- PER PLAN 5.0' 6'X20" PCC FLUSH CURB BASE SHEET WIDENING I 29 — FL 5Z MAX. I — a d ° BEDDING COURSE - 2" — — d ° THICK I - OF 1/8" TO 3/8" (N0. 8 _I I —I I — ° ° ° MIN 4" ° „ AGGREGATE — 20" — CHOKER COURSE - 4" _ 20 MIN THICK OF 3/8" TO 1/2" 6" (NO.. 57) CRUSHED ROCK -I I JE11 I — ° ° a ° ° I -I I I -I MIN. 6" THICK —_ ° —III—III—III—III—III—III—III—I - d CRUSHEDROCK '-11 II ..II III-11-II-11-II...II III =-1-III; —III— SOIL SUBGRADEf —I I —III—III III —I I NO TES. -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -PERMEABLE FILTER FABRIC SHALL BE USED ALONG THE INTERFACE BETWEEN THE 3/4" CRUSH ROCK BASE AND SUBGRADE. -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL -SUBDRAIN MAY BE REQUIRED -PA VER GAPS TO BE CLEANED OF DEBRIS AND VOID FILLER REPLACED PRIOR TO FINAL TO SA RSFACAON OF ENGINEER INSPECTOR. PERMEABLE PA VER CROSS-SECTION WITH CONCRETE EDGES STRATFORD DRIVE PROTECT EXISTING AC PA VEMIll T IN -PLACE f3' WIDE STREET WIDENING. CONSTRUCT 4" AC PAVEMENT OVER 10" CLASS lI BASE, UNLESS SOIL ENGINEERS OR CITY ENGINEER INDICATES OTHERWISE. - 8' WIDE X 20' LONG PERMEABLE PAVER PARKING. SEE CROSS SECTION D ON THIS SHEET 25.00' DECK OVER GARAGE FF 185.75 EXISTING GRADE �- - GARAGE FF AT FRONT 175.27 PERMEABLE PA VER DRI VEW4 Y AND BASE BY UNI-ECO OR APPROVED EQUAL 810-RETENTION BASIN. 24" WIDE VEGEA TIED SEE CROSS SECTION B DRAINAGE SWALE ON THIS SHEET NTS DECK OVER ADU ADU FF 174.00 4" DIA. PERFORATED SUB -DRAIN PIPE PER (SDR-35) WRAPPED IN MIRAFL F11 TER SOCK DRAIN AT 19 MIN. TO APPROVED OUTLET PER SOIL RECOMMENDATIONS ON -SITE CROSS SECTION f 106.2' CMU RETAINING WALL PER SDRSD C-05 3' WIDE X 6" DEEP �I PROPOSED WEIR CUT-OUT OF TOP OF WALL FOR DRAINAGE RIP -RAP ENERGY DISSIPA TOR ' PER SDRSD D-40, TYPE 2. USE 12 BACKING 12" THICK OVER 12" DEEP D. G. FIL TER BLANKET SCALE.• 1" 10' DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL -3" HARDWOOD I�lf/f'�r71] CMU RETAINING WALL PER SDRSD C-05 Px 4" GRA VEL 12" DEEP BOTTOM OF BASIN ll MIN. ENGINEERED SOIL L CHOKER COURSE - 3" THICK OF *SEE NOTE BELOW 3/8" (NO.. 8) AGGREGATE BIO-RETENTION BASIN DETAIL *BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP 'SANDY LOAM SOIL MIX NTS WITH NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50-607 SAND, 20-301 COMPOST OR HARDWOOD MULCH, AND 20-301 TOPSOIL. TYP _ #3 REBAR EACH STEP z 9 F'i=R A�r;H SLAB THICKNESS & REBAR PER PLAN (2) #4 REBAR @ BOTTOM 3" CVR TYP_ TYPICAL CONCRETE STAIRS DETAIL MAIN LEVEL ABOVE GRADE I — PAD 181.5 0R LOWERL - - WATER PROOFING PER ARCHITECT -2 WIDE PRISM OF CAL TRANS CLASS 2 PERMEABLE MATERIAL PLACED TO WITHIN 1 FOOT OF TOP OF WALL PER SOIL RECOMMENDATIONS MAIN LEVEL — FF 184.0 — 31.5' — IL N N PERMEABLE PAVER DRI VEWA Y AND BASE BY UNI-ECO OR N APPROVED EQUAL EXISTING GRADE I 6" WIDE BY 20" DEEP PCC FLUSH CURB II I I I ��P 'A����i • /: •/ • , /I'll 11I • , �, NO TES: NTS -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC lS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHL Y EXPANSNE SOIL - SUBDRAIN MA Y BE REQUIRED rL APN.• 258-234-10 PERMEABLE PA VER DRI VEWA Y AND BASE BY UNI-ECO OR APPROVED EQUAL PCC CURB PER SDRSD G-1. f 12.3' I +43.7' ON -SITE CROSS SECTION L Edge of Footing I I N— I I Layout Line PLAN Mortar Ca H=8'—O" H=5'-4" H=V-8" 4 atal 2 AOBars Y N Mortar Cap I o a E 32" 4 o IcaA Bars E 2" 0 ®Bars 2• OB Bars o= gy4 I Otal 2 i6" 16" 0 E 00 0 2° . E Bars I (-' ©Bars 10° i' Q Of x N 3" CLR 16" 16" 2" 110" OE Bars r 1 —6"_I °O � 1 #4 0 12" -L W 2 T } Ke y I W/2 Key #4 8' 8° Key 12" .1 W "' ELEVATION TYPICAL SECTION HORIZONTAL REINF. NOT SHOWN 5'-4" MAX TYPICAL SECTION OVER 5'-4" NOTES: 1. SEE C-7 AND C-8 FOR ADDITIONAL NOTES AND DETAILS. 2. FILL ALL BLOCK CELLS WITH GROUT. Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE f0 25 2098 ORIGINAL Kercheval 2 75 Add Metric T. Stanton 03/03 MASONRY RETAINING WALL TYPE 1 LEVEL BACKFILL WITH 10—IN HEEL Delete Metric S.S. T. Shell D3/„ Chai erson R.C.E. 19246 Date Reviewed TS T. Stanton 11/15 DRAWNG C-01 NUMBER Reviewed DH T. Stanton 09/17 DIMENSIONS AND REINFORCING STEEL H (MAX) 5•-4" T (MIN) 1'-0" 1'-4" W (MIN) 2'-7" 3'-8" 5'-10° ®BARS #4632" �4®16" �5®24" BOBARS #4®16" #5@24" ©BARS �6®16" OE BARS #4 TOTAL 4 �4 TOTAL 5 �4 TOTAL 6 MAX SOIL PRESSURE 1500 PSF 2000 PSF 3000 PSF MORTAR CAP QA BARS- ( 2" U I 0 m © BARS I N ao 2" _ z U 0 m © BARS— N R N I- IOD BI EI Y KEY N K S w TYPICAL SECTION OVER 5'-4" PL 10.0' SCALE.• 1`-- 10' APN.• 258-234-12 24" WIDE VEGEA TIED DRAINAGE SWALE F�11 H=5'-4" H=3'-8" ulu 'u■lul—IM uuu_uui� I 1 �uiiuw OUT LINE MORTAR CAP ® BAR 2" #4 TOTAL a Y � U ® BARS a m KEY R u ® BAR r _ BARS��L Y CLR ,+ N TYPICAL SECTION 3'-8" MAX HORIZONTAL REINF. NOT SHOWN DIMENSIONS AND REINFORCING STEEL H (MAX) 3'-8" 5'-4" 8'-0" T (MIN) W-8" 0'-10" 1'-O" W (MIN) 2'-1" 3'-1" 4'-3" R 0'-9" 1'-2" 1'-5" S 0'-8 1 /2" 1'-1 /2" 1'-7 1 /2" K 0'-8" 0'-8" 1'-0" AO BARS #4032" #4032" #4032" © BARS #4032" #4032" © BARS #7016" QD BARS #4032" #4016" #4016" EOBARS #4 total 5 #4 total 5 #4 total 6 MAX TOE PRESSURE 774 psf 1,030 psf 1,660 psf NOTES: 1. SEE C-7 AND C-8 FOR ADDITIONAL NOTES AND DETAILS. 2. FILL ALL BLOCK CELLS WITH GROUT. Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Parkinson 2 95 Add Metric T. Stanton 03/03 / 70 25 2078 Delete Metric S.S. T. Shell 03/11 MASONRY RETAINING WALL TYPE 5 Chair erson R.C.E. 19246 Date Reviewed TS T. Stanton 11/15 LEVEL BACKFILL DRAWING NUMBER C-05 TYPICAL CMU RETAINING WALL PER SDRSD DETAIL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK A S-BUIL T A PPRO VA L S Ut,)1 NtU Ur VIMWN tfr.• U1tGKtu dr. ENGINEERING DI VISIONAPPROVALS C/TYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AO AO VLS CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO. 1032 INT. DA TE PLANS PREPARED UNDER SUPERVISION OFDETAIL SHEET PLAN FOR: wffz,*�- APPROI/ED: STATION NAME "ENC-32" 2" SD. CO. ENG. DEPT BRASS DISC PUBLIC WORKS �,w ,;.- SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET J L VAL VIN A PLANNING w.L l� DATE : 9-19-22 MICHAEL STRIZIC JILL T BANKSTON 837STRATFORD DRIVE LDEV 017342 2021 NORTH OF E STREET. 65256 PRINCIPAL ENGINEER CITY ENGINEER ERIC HENN RESIDENCE R.C.E. N0. REVIEWER JOEL VALDOVINOS 11/29/2022 12/6/2022 DA TUM.• NA VD88 ELEVA PON 92. 0004' IN I AL ENGINEER A INSPECTOR ENGINEER OF WORK EXP. 9/30/2J DA TE DA TE PLANNING CASE NO: CDP-004117-2020 APN: 258 234-37 SHEET 3 OF 4 !t_ II 20.00 . : I 20.00 \ x o0 177.3 � I I 172.81 \ x 73.36 ` 173.14 173.4�� I I x 17Z7 BUILDING ACLVEMEN I \. I \ 1769 TEMPORARY SIL T FENCE DETAIL K' CASQA DETAIL \ 1. SE-1 APN.• 258-234 10 >72.80 ❑❑ ❑❑ ❑ GATE 172.50 :.... \ ,: x 3.12 W�.: 1 \� \. ...:. ) WV w WALL OBSC ED AREA SHED SMH . X "BOLLARD \ H� • II II LO174.86 1 . SE I LL --LLLL _ , I TEMPORARY STA /L%ZED y� MPORARY I VELOCITY CHECK CONSIRUC110N ENTRANT 25' M/N- DAM PER DETAIL `J' & CA SQ L L PER DETAIL 'L' CASQA ► m TAIL 7--,L - - - - 1 p 1 LT L LLLLLLLi �� L L GRAVELBAG INLET LI L L L I W PROTECTION PER DETAIL 'I' & I I AC P," "NT.I � 2.5. � » N o ASQA DETAIL SE-10 � - I - TEMPORARY VELOCITYCHECKSL/L I� I� SD-5 DAM PER DETAIL 'J' & CASQA / ILOI�TY CHECK I DETAIL SE-4 - / J�X 175. - G - 8 0, I ��� DAM PER DETAIL J' & CASQA ? 0 � _ � � "IL -4 IL & VEGETA PORARY GRA �fLgA'G 1NLEt PR01Eeiio 1 \ 1172 LS PER DETAIL 'I' & CASQA DETAIL SE-10 \ 11.93 x1�2.52 21=� E.9 I \ I S \ j�MlN DlA TREE L 6.34 I \ 1 TEMPORARY VELOCITY CHECK \ c 174 i DAM PER DETAIL V & CASQA GETA110NI \\ \ TEMPORARY SIL T FENCE I x 175. L L DETAIL SE-4 \ PER DETAIL K' CASQA , \ DETAIL SE-1 TEMPORARY WAVELBAG INLET 1 \ 126 A THE - I PROTECTION PER DETAIL 'I' & 15.6 �IL \ I 1 CASQA DETAIL SE-10 \ � 1 \ Ll L BUILDING 1766 178.6 ----OBSCURED A' _. ; W NINE x 1817 4" PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDITIONS 181.4x OBSCURED AREA DECKMil; OO OlO � ❑ � O O \ x 1 .5 -IIII I - - TFMPORARY SILT FENCE WALL PER DETAIL K' CASQA DETAIL OBSCUR DSF 1 I BUILDING AREAOj xI 182.5 BUILDING I TYPICAL INLET PROTECTION LLLLILIT ZtMPORA ' L F,!7_DAM PER DETAIL V& CAi, i l VEGETA Poll I I 181.08,- CONC PORCH TEMPORARY GRA VELBAG I PR07ECRON PER DETAIL `I' & x180.9 / CASQA DETAIL SE-10 �, I w I W / CUT o I �L 1\ I / �' CHIMNEY \ L07 / -181•80 > BUILDING { WM 8 L I 181.73 Wm-5 L WM--4 m WM- I WM-6 / x 180.5 I I 78 I o TEMPORARY GRAVELBAG INLET TEMPORARY VELOCITY CHECK 21 1 � I 1 „ i� ice•. . i..- �TPfli■ n yi ■ rN ■ i' ■ ■ rImm ELI AREA � GATE � 179.7 i CONC s DAM PER DETAIL 'Yl' & CASQA-- I 25.0' DETAIL SE-4 l FYSB OBSCURED 1765 TEMPORARY SIL T FENCE AREA OBSCURED WALL AREA PER DETAIL K CASQA DETAIL I PAVER T OBSCURED SE-1 AREA ' 176.4 � I \ , i i / APN.• 258-234-12 LOY 1< 775. 9 \ x 170.83 1 i.641171.67f CONC x 17 1 DI 1/1 MA11' BMP LEGEND MATERIALS & WASTE MANAGEMENT BMPs: WM-1 MATERIAL DELIVERY & STORAGE WM-4 SPILL PREVENTION AND CONTROL WM-8 CONCRETE WASTE MANAGEMENT WM-5 SOLID WASTE MANAGEMENT WM-9 SANITARY WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT SE-7 STREET SWEEPING SD-5 IMPERVIOUS AREA DISPERSION (PER CITY OF ENCINITAS BMP DESIGN MANUAL, APPENDIX E) SD-6 PERMEABLE PAVEMENT (BMP SITE DESIGN) (PER CITY OF ENCINITAS BMP DESIGN MANUAL, APPENDIX E) E.9 1 INF-2 BIORETENTION (PER CITY OF ENCINITAS BMP DESIGN MANUAL, APPENDIX E ENERGY DISSIPATOR SILT FENCE GRAVEL BAGS + + SLOPE STABILIZATION ® TEMPORARY CONSTRUCTION ENTRANCE II LINE OF DISTURBANCE 0 BIORETENTION 0 PERMEABLE PAVERS PROTECTION PER DETAIL I & DAM PER DETAIL 'J' & CASQA CASQA DETAIL SE- 10 h DETAI - 01 DST 182.25 x Dl WOOD H \ r81 I DO 5. ' + 00 FE CE+ 182 98 + + 09 8'13'E 163. 0 1907 � ---- OBSCURED AREA , x 8 .4 i ' � I x 18� 5 x 180.4 11 1- ALL SLOPES GREATER THAN 3 FEET IN HEIGHT MUST BE PLANTED AND IRRIGATED OR HYDROSEEDED TO 1. SET POSTS AND EXCAVATE A THE SATISFACTION OF THE DEVELOPMENT SERVICE 4" WIDE X 4" DEEP DEPARTMENT TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 24" 'a/,PTV I,P fit 2"X2"WOODEN POST OR APPROVEL EQUAL 16 BIORETENTTON BASINS SHALL BE EXCAVATED AND USED AS DESIL TTNG BASINS DURING CONSTRUCTION. THE SlL T SHALL BE COMPLETEL Y REMOVED AND THE BIORETENTTON BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. rrg ��Ill�illl;' Il' 4 INCHES 2. ATTACH THE SILT FENCING MATERIAL TO THE POSTS FIL TER AND EXTEND J. BACKFILL AND COMPACT THE INTO THE TRENCH. EXCA VA TED SOIL. III 1 � I 00p 00000 111-1Til l l ,111 NOTE.• AL TERNA 1T VE SIL T FENCE CONSTRUCTION MA Y BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE FILTER FABRIC I�1��FLOW \WIRE =1 SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO SE-1 FOR ADDITIONAL INFORMATION OBSCURE �I 1 DAM PER DETAIL 'J' & CASQA I DETAIL SE-4 S�EETT x L� 1 18 t �LL�L ON 1 L L L L ` lA .TR L L SD-6 i L 6�00' L 0' `A183.661 SD-5 \I 4 I `� L�� x 184�138 LfII � z OUZO R0 I 183.8� + + d SPACE I + + + xt3 2 I 2 ..00' + + t o -184' II STONE A L 184i63 0 D + + 4.3 1 v ATTON + I I' + + ' / TEMPORARY 1 w _ 0/ SIL T FENCE PER DETAIL K' CASQA DETAIL 1- OBSCJR AREA P ` w 0 � v P SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA RON (CASQA) STANDARD DWG. NO. TC-1 FOR ADDITIONAL INFORMATION SPA TEMPORARY SIL T FENCE PER DETAIL K' CASQA DETAIL SE-1 APN.• 258-234-27 GREATER THAN 3'0 BUT SMALLER THAN 670 -12" MIN. FILTER FABRIC EXISTING GRADE SECTION A -A NOTE CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE MIN. i�1 r-A 25' MIN MA TCH EXISTING GRADE TYPICAL STABILIZED CONSTRUCTION ENTRANCE WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAMC ELEVATION 8" to 12" diamet Flo) SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO SE-10 FOR ADDITIONAL INFORMATION WOVEN FABRIC GRAVELBAG 4 4, mi Ln TYPICAL_ ROCK CHECK DAM SECTION ROCK CHECK DAM NOT TO SCALE 4- 0 x GRAVEL BAG CHECK DAM ELEVATION NOT TO SCALE +L' - THE GISTANCE SUCH THAT POINTS 'A' AND '13` ARE OF EotmL ELevATION. SPACING BETWEEN CHECK DAMS TYPICAL VELOCITY CHECK DAM DETAIL 10 5 0 10 20 mw NTS NTS NTS NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED NTS � SCALE: 1" = 10' STEEL PANELS ONLY WITHOUT AGGREGATE. � CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS DESIGNED BY- DRAWN BY. CHECKED BY ENGINEERING DI VISION A PPRO VA L S C/TYOFENCINITAS-DEVELOPMENTSERVICES DEPARTMENT DRAWING NO. A 1 A 1 iv CITY OF ENCINITAS SURVEY CONTROL NETWORK PNT NO. 1032 STATION NAME "ENC-320 2" SO. Co. ENG. DEPT. BRASS DISC SET IN TOP OF CURB EAST SIDE OF WLCAN AVENUE, 200 FEET NORTH OF E STREET DA TUM.• NA VD88 ELEVA ITON.• 92.0004' J L VAL VIN A IN I AL ENGINEER A IN DATE PLANS PREPARED UNDER SUPERVISION OF 1/ DATE : 9-19-22 R.C.E. N0.: 65256 ENGINEER OF N ORK EXP. 91JO12J APPROVED.• l � z �z / / MICHAEL STR/ZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 11/29/2022 12/6/2022 DATE DATE EROSION CONTROL PLAN FOR.- 837STRATFORDDR/VE ERIC HENN RESIDENCE PLANNING CASE NO.- CDP-004117-2020 APN.• 258 234-37 LDEV 017342 2021 PUBLIC WORKS PLANNING REVIEWER SHEET 4 OF 4 INSPECTOR