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2018-14115 GI (Plans)RIGHT OF W4YNOTE EROSION CONTROL STORNWATER POLLUTION CONTROL BW NOTES RELATNE TO CONSTRXTIONACTMTES OVER DAN FLOIT OWNER IS TO OBTAIN A CONSTRUCT ION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAN FLOIT AT (619) 294-3350, 24 HOURS A DAY G 35P 7THAVENUE cE PUBLIC RIGHT OF WAY. FAILURE TO 00 SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE SAN DIEGO, CA 912103 RESPONSIBILITY OF THE OWNER TO KNOW MEW HBSNHER PROPERTY LINE IS. 2EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO CONTRACTOR SHALL ESTABLISH AND USE ANADEQUATELYSIZED CONCRETE Z WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO NMSH CONCRETE, SLURRY M9liTAR STUCCO, PLASTER AND THE LIKE INTO THE (619) Z94 335U - APRILCONS 15). ALL NECESSARY MATERIALS SHALL BE MEASURES H SITE N I OCTOBER 1 AT CONVENIENT LOCATIONS Ti? FACILITATE RAPID STORMWATER CONVEYANCE SYSTEM ORA NY RECEIVING WATER, CONTRACTOR SHALL POSTA SIGN DESIGNATING THE A UT LOCATION. CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS /MAIRN�NT. DRAINAGE N 07F 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THEAPPROWL OF THE ENGINEERING INSPECTOR CONSTRUCTION SITE ACCESS MA TTEE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL STEFAN D50A E NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO KOWJ46 ORDER TO THE SATISFACTION OF THE CITY ENGINEER QEMiIN CO U1WTlES FORA MINIMUM OF 5 FEETAT2 PERCENTAND BE CONVEYED TOANAPPROVED DRAINAGE FACILITY INCLUDE USING MlAIERIAI SUCHAS 3" CRUSHED ROCKAlNDlOR CORRUGATED STEEL PAN€iSh'LATES 364 ZOO STREET #5 AFTER EACH RUN-OFFPRODIx� RAINFALL. ENCINfTAS, CA 92024 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN CON TRUCIION VALES (7W) 942-9991 T � UTILITY NOTE INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYAPUSE. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM! DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES FRRKlNG, VEMCLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT SITEAMMS ARE UNSAFE OR ARE POTENTIALLY UNSAFE. EROSM CONTROL 15M 8.1513 f7NCWAS BLi>O E 7. ALL EROSION CONTROL MEASURES PROVIDED PER THEAP'PROVED GRADINNG PLAN SHALL BE INCORPORATED HEREON. EROSION! CONTROL MUST B PROVIDED FOR OR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY ENCINITAS, GA 9�4 GENERAL NOTES INSTALLING EROSION RESISTANT SURFACES SUCHASERQSIO N CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER U47MK APN: 259WO-25, 26 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRANYAiM1YFROM THE FACE OF SLOPEAT THE CONCLUSION OF EACH WORK DAY. NO EXCAVMTONAND GRADING ACTIVITIES AREALLOWED DURING WET' WEATHER. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS COAISTRUCTIOX DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN EROSION USING PERMANENTANDTEMPORARY EROSION CONTROL MEASURES. CHANGES OR REVISIONS THEREFROM SHALL REAPPROVED BY THE CITYENGIIEER PRIOR TOANYREQLEST FOR INSPECTION. PROBABlL1TYFORECASTEXCEEDS FORTY PERCENT (4096). SILTAND OTHER DEBRIS SHALL BE REMDVEDAFTER EACH RAINFALL REMOVE EX/STING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL. GROUAID COVER. DO NQTREMOVE TREES OR SHRUBS UNAECESSARLY THEY HELP DECREASE EROSION LEGAL DESCRIPTION VICINITY MAP TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR MERE CONSTRUCTION IS NOT IMMEDIATELY PLAM�INED FOR EROSION CONTROL PURPOSES. 2 THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNtCAL EVALUATION, PROPOSED DEVELOPMENT, 1505 ENCINITAS BOULEVARD, ENCINITAS, SAW DIEGO COUNTY, CALIFORNIA MC PREPARED BY GEOSQILS, INC., DATED NOVEMBER 20, 2017, W.O. #7358-A-SC, AND STORMWATER POLLUTION CONTROL POST CONSTRUCTION SWIM NOTES EROSION SHALL BE PREVENTED BY PtAN17NG FAST-GROWINGANNt1A1AND PERENA14L GRASSES TO SHIELDAND BAND THE SOIL. PARCELS 1 d2OFPARCEL MAP 15833 NITS UPDATE TITLED "GEOTECHNICAL UPDDATE, PROPOSED PODIUM STYLE SELF STORAGE BUILDING WITH TWO LEVEL BASEMENTY, 1509 PLANT PERMANENT VEGETA77ONAS SOONAS POSSIBLE, ONCE. XCAVATTONANDGRADWGACTMTIESARECOMPLETE ENCINITAS BOULEVARD, ENCINITAS, SAN DIEGO COUNTY, CAUFORN1492024" PREPARED BY GEOSOILS, INC., DATED NOVE7MBER 20, 2017, 1. FOR STORM WATER POLLUTION CONTROL. PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED . FOR LOT CONSOLIDATION REFER TO CERTIFICATE OF COMPLIANCE DOC, NO. RECORDED W.O. # 7357-A-SC, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC RECOM MENDATIONSAND SPECIFICATIONS CONTAINED IN SAID REPORT. STORM DRAIN SYSTEM. ON -SITE CONSTRUCTION M4T78RIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS 3 SEPARATEAPPRQVAL.SAND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAYOR EASEMENTS SHALL BE REQUIRED IN 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR S94LL PROVIDE SECONDARY CONTAINMENT FEND ALL FUEL STORED 0"ITE EUMIN7ATE OR CONJUNCTION W TIW IMPROVEMENT PLANS THE C17Y. REDUCE POLLUTION STORMWATER FROM STOCKPILES KEPT ON -SITE. SMOCK�LES MAY INCLUDE SOIL PARING MATERIALS, ASPHALT CONCRETE OWNER' STATEMENT FOR SWPPP PROJECTS AGGREGATE BASE, ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMI+VMTER STORMWATER FLOWS AND STORM DRAIN INLETS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED SUP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WWTH STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL BE REQUIRED. THE OWNER / ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPAAIP THE PERIMETER ATALL TINES DEVELOPER SHALL EXECUTE STATEMENT BEL0N.. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING FACILITYAND/ORTHE TURF2ANDSCAPEDAREAS OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONLNTIOY EXISTING PRIOR TO GRAflING. TRAINING 4. NO DRAINS SHALL BE INSTALLED IN HARDSCJAPE DRIVEWAYS, OR ANY OTHER IM PERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN t WHO PERT CONS I DEVEN T OF INS PROJECT SHALL COMPLY W►TH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD 6. THE; DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE DISCHARGES TOANADEQUATE IMP/BMP. _ _ CONTRACTORS EMIP OYEES PERFORM TRUCTION N THE CITY OF ENCINITAS SHALE. EE 7RAIED TO BE FAMILIAR WTH THE CITY OF ENCINITAS TE WiWER DISC ' '' MOMEM ENTS FOR DISCHARGES OF STClt"TER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY IN RE-ES`ABLISHED AND REPLACED BYA REGISTERED CIVIL ENGINEER ORA LICENSED LAND SURVEYOR, STORMWITER POLLUTION CONTROL REQUIREMENTS THESE SUP NOTES SHALL BEAVAILABLE TO EVERYONE WMW ON SITE THE PROPERTY OWI+NER(S) A4 i­ -AID PERMIT, A a : r #, ;`R POLtUTIC N PREVENTION PLAN (Sd{PPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE WSW AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRAGTORSABOUT STO/RMIKAT7:R REQUIREMENTSAND THEIR OWN RESPONSIBILITIES IMPLE: 47ED CONCURRENT WITH THE COMfir '141 OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE -NOTICE OF INTENT (NOT) SHALL BE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AN1D MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TO ANADEQUAT E IMP / BIN? FLED H THE SWWRCR A COPY OF THIS PRt . , �T SWPPP SHALL BE FILED MT H THE CITY OF ENCINITAS; FURTHER A COPY OF THE COMPLETED NOI FROM FOR CONFORMING TOALL LOCAL, STATEAND FEDERAL SAFETYAN D HEALTH STANDARDS, LAWS AND REGULATIONS N AST'E M#EIIAGSIMW THE SV.: ; 02 SHINNING THE PERMIT N UMBER FC,.y THIS PROJECT SHALL BE FILED WITH THE CITYOF ENCINITAS WHEN RECEIVED. 6. ALL STORMWATER IMP/BAP FACILITIES SHOWN HEREON SHALL NOT BE MIMED ORALTERED MI PERMIT FROM THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MULE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. CONDUCTED BETWEEN THE HOURS OF 5.30 toil. AND 7.•30A.M NOR ON SATURDAYS, SUNDAYS AND CITYRECOGNIZED HOLIDAYS. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT NO SEEPAGE FROMANY DUMPST ER SHALL BE DISCHARGED INTO STORMINMTER. BOW)DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE JNADD1TtON, TINT UINDERSNGNEDAND SUBSEQUENT OWNERS) OFANY POTION OF 111E PROPERTY COVERED BY THIS GRADING ....; A SEPARATE ENGINEERING PERMIT BE OBTAINED, NATURAL STORM RUNOFF, DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUM4P'ST ER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS PLAN NO. 14115-G AND BY SKRCB NO. R9.2MUM1 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMELY WITH THE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEAN HELD ONSIT E WITH THE FOLLOWING WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH H ANY � PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE -CONSTRUCTION 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED T O COMPLY WITH STORM WATER BEST MANAGEI�NT PRACTICE TRASH MATERIAL. SPECIAL PROVISION AS SET FORTH IN SECTION C.67 OF SWWRCB INO. R9 2009-0001 MEETING SHALL BE SCHEDULED WITH THE C/TYAT LEAST 48 HOURS INADVANCE BY CALLING (760) 6W770. REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMIBUSTISLE ROOF THAT WWU NOT ALLOW RAIN WATER TO MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUBS, BROKEN ASPHALT AND CONCRETE WOOD, AND WWDID # ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE L `K3 "' - 4ND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL CLEARED VEGETATION CAN BE RECYCLED. NONAECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WIN* INS PROJECT THE OPENINGS TO HELD IN ANY LIQUIDS THAT ESCAPE FRGiT ;: ­ MPSTER AND TO PREVENT ANY FLOW OF STORM WINTER 774ROLIGH THE WASTE. FOR INFORWA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WVMST7 HOTLINE TOLL FREE AT (800) 714-1195. FOR DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED MDE ARID FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE INFORMATION ON LANDF'LLSAND TO ORDER WASTERS CALL EDCOAT980) 436-4151. SIGNATURE- � DATE.' Lq- II TITLE SHALL COMPLY WITHALL CONDIT IONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAM THAT DISCHARGES THROUGH AN ADEQUATELY WO OlL/ GREASE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLESAROUND THE SITE' SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY PRINTED AdUME OFABDVE PERSON DAN FLOIT COMPANY 11. UPON FINIAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO F14L GRADING APPROVAL AND/OR FINAL SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM A SEPARATE BUILDING PERMIT M AY BE REOLYRED FOR THIS STRUCTURE CONTAIINENTAND LOCATE PORTABLE TOILETS AWWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. RELEASE OF SECURITY AN "AS GRADED CERTIFIC477OW SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 14115-G HAS ALL CONSTRUCTION DEBRIS SHALL BE KEPTAWAY FROM THE STREET, GUTTER AND STORMDRAIV. CONTRACTOR MUST ROUTINELY CHECKAND CLEAN UP BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED MATERIAL THAT MAY HAVE TRAVELEDAWYAY FROM COSTT RUCTION SITE PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 5160TURE OF THE CIVIL ENGINEER *W CERTIFIES SUCH GRADING FOR MORE INFORMATION ON STORUM ER PIN CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OPERATION AffNHAIN MUAWIPAL WATER DISTRCT NOTES OF ENCIN/7DASAT (760) 633-2770. STATEAIENT OF ENGINEER OF WORK 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT ED177ON OF THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND TEST THE EXCAVATION PLACEMENT AND GOWACTTON OF FILLS AND BACKFIIL.SAND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS OLIVENhVN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAW AND FACILITIES, PRACTICES OF THE ENGINEERS TRADE OR PROFESSION THE ENGINEER FURTHERAGREES THAT THE VOORK PERFORMED HEREIN SHALL BE IN ACCORDANCE KITH REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO 711E DISTRICT APPROW DATE ON THESE PLANS CONTRACTOR SHALL HAVE A COIF OF THE STANDARD NOTIFICATIONS 'THE RILES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL SPECIFICATIONS ON THE JOB SITEATALL TIMES AGREES THAT ANY PLIAANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCNWTAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE EMBANlQMENTS AND EXCAVATIONS AR€ACCEPTABLE FOR THEIR INTENDED USE 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS SHOP DRAWINGS, SIX SETS AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED ENGINEER IS NOT A DETERMINAT ION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE PRIOR TO THE PRE AND REVIEW O ADDING MITT THE DISTRICTS INSPECTOR. , 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHK?WVA�N ON THESE FLANS WERE OBTAINED BY A SEARCH OF DOES NOT RELIEVE: THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DES sN OF IMPROVEMENTS BASED THEREON, THE ENGINEER AGREES TO INDEMNIFY 13. TIME CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UITLIT/ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE AND HOLD HARMLESS THE CITY OF E;''' `"` - VO ITS OFFICERS, AGENTS, A"' PLOYEES FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELY FROM WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIOMRY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE THE NEGLIGENT ACTS, ERRORS, OR , jva OF THE ENGINEER AND Ht�,ric: AGEEN►S OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH 3. UNLESS T T DAPPR E AL BY CONNECTIONS 7O fC S K4L BE M SHALL BE O WE DRY. THE M I AND DDIR+4T�AN OF ANY SHUTDOWNS OF EXISTING M4VtNS SHALL IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTLITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR AGENCYAND EMPLOYMENTANDARIS y OUT OF TW WORK PERFORMED BY THE ENGINEER SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND BE SUBJECT TOAPPROVAt BY THE DISTRICT DISTRICT SHtAtt BE iNt?T)FIED TtMC31+4EEKS MI/MH/M NNADt�ANCE OFANY SHiUTDOWN. EROSION CONTROL MEASURES HAVE BEEN INSTALLED. VER{FICATKDN ANDLOCATIONOF UTILiT1ESAND NOTIFICATION Of COMMENCEMEAtT OF WORK 4. CONTRACTOR SHEAVE. COORDINATE WITH DISTRICTALL ARRANGEMENTS FOR H CH -LAW TEMPORARY SERVCES PRIOR TO SHUTDOWNS NO SHUTDOWNS WILL 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD BE SCHEDULED ONAMONDAYOR FRIDAY. SIGNATURE: SPECIFICATION ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE A SEWERS - CTRIC -IA WAST7 0) 4M- DISTRICT - (760) 753-0155 Ty G LAWS N UPON WHICH THE FILL !S in 8E PLACED. LOOSE FILL AND ALLttV1A1 SOUS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CALM11A. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED -SHLALL BE 8. GAS & ELECTI4fC SEDGE - (760) 438�610W EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. I► SHALL SE THE SU1I61iTTED TO THE DISTRICT PRIOR TO COA(STRUCfiQNI C. WATER v ' " E MUNICIPAL WATER DISTRICT- (760) 753 6d66 DATE: CONTRACTOR'S RESPONSIBILITY TO PLACE SPREAD, NATERAND COMPACT THE FILL IN ST RICTACCORDANCE WITH SPECIFICATIONS. E CAD.TEEFH V - - X C BELL - (T60) 489 3419 6. NO WORK MAY BEGIN OR PROCEED WWTHOEIT DIRECTION OF DfS1RtCTS INSPECTOR CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 E. CABLE TV - COX CD)MIMUNNCATION5 - (760) 806-9809 X-2233 PASCO, EARE7; SUITER d ASSOCIATES 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 535 N. HWY 101, SUITEA, THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON IRS PROJECT. PHONE (7'6W}M2770. SOLANA BEACH, CA 92075 AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR 7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN GAUFORNIA" 7O HI4YE UNDERGROUND PU SERVICE OF -WA S LOCATED PRIOR : CONSTRUCTION. THIS PH: (08) 2598212 CALL WILL BE INDENT LEAST 4t} HOURS INADVAN�E PRIOR TO ANY WORK BEING PERFORMED IN PUBLKRIGHT-OF-DMAY. (DIGALE'RT PFbI�:1W10.23T-�40) EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL 3. 771E CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION PHONE: (760) 633-2770 ALL WORK PERFORMED WTHHOUT BENEFIT OF SLOPES SHALL BE ROUNDED INACCORDANCE WWNTH THE GRADING ORDINANCE. 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, LE., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. VERIFIED BEFOREANYCONMUC77(NV BEGINS 16. ALL TREES, BRUSH. GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, FLED OR OTHERWISE DISPOSED OF OFF t� THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE SHEET INDEX FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER ABOVEALL PUBLIC V ATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-0F­W4Y. PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. SOILS ENGINEER'S CERTIFICATE I. TITLE SHEET 1Q WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-WHES BELOW CENTERLINE OF Z. LEGEND & DETAILS 17. THE REMOVAL .OF ANYAND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FORESTMANAGEMENT PROGRAM TREES FINISH GRADE OF STREET. 1, JOHHN P. FRAINKLIN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 3-5. GRADING PLAN LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CI7Y EASEMENTS ARE REFERRED TO AS CITY TREES AND 6. SECTIONS & DETAILS 11, ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOI NT COUPLINGS WITH 4- MAXIMUM DEFLECTION PER COUPLING (2° MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SAIL CONDITIONS PREVALENT WITHIN THIS SITE AIMS MADE BY ME OR tIINDER MY 7. EROSION CONTROL PLAN SHALL BAPROT PROTECTED 1N PLACE DURING CONSTRUCTION OCCUR UNLESS SPTHE CITY THE DR P LINE OTHERWISE A GRADING, EXCAVATION, OR PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED DIRECTION ON 11-20.17 AND FOR AN UPDATE ON 11 �-17 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, DISTURBANCE OF CRY TREE ROOT SYSTEMS SHIAtt OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CRY ENGINEER FURTHERMORE I HAVE REVEIAAc'D THESE GRADING PLANS 8. RETAINING WiMLt PLAN TREE 7O THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND) N A CITY TREE IS NOT CLEARLY LABELED TORE 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE AND CERTIFY THAT THE RECOA WIENDDA77ONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT WAVE BEEN INCORPORATED IN THE GRADING PLANES AND REMOVED, IT MUST BE PROTECTED R IN PEACE. EVEN E APPROVED REMOVAL. ARE IN CONFLICT WITH! A CITY TREE IT MUST NOT BE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S SPECIFICATIONS1. DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMHOVIAL, REPRESENTATIVE FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOALOFF WHEN LOCATED AT OR NEAR HIGH OR LOW �� fi+'F� AS APPROVED BY THE DISTRICT'S REPRESENTATIVE p. f . 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PAtEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY THE POINTS, SIGNEF D: � QX ��Qp PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO 4 13. INSTALL A MINIMUM WATER SERVICE TO EACH L07 METER TO BE LOCATED 5-FEET IRO#! A SIDE LOT LIVE. A �4-INCH HIGH LETTER "kM HN • F IN Z ALLOW EVALUATION OF 771E S/GN7FtCANGE � SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMM4EDWTELY NOTIFY DEVELOPMENT SHALL !9E CHISELED IN TOP OF EXISTING CURB OR Mfi}PRtADIEt IV NEW GtlRBATALL WINTER SERVICE' C'PNE?r�SIVGS �� SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TINE OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RE.SOURCE(S) CEG NO.: 1340 SHALL BE DETERMINED BY A QLIALIFE'D ARCHAEOLOGIST, HISTORIAN, OR PALFOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT 14. M1E7 €R BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WW7THKDLJT 111E DISTRICT'S PRIOR WRITTEN CONSENT. - SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE 94TIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES EXP. DATE: 4-30.1 DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE ACTMTIES AREALLOWED TO RESUME APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER MtETER. (ff4l ^A0rf5 CCMMTIN1H*0r►s14err 3) SIGNED: W :, 19. AS SPECIFIES? BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, EF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE 17AVID WA! SKELLY DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, Q SHALL IMMED14T ELY NOTIFY THE SAN DIEGO COUNTYCORONER'S OFFICE BY TELEPHONE, NO FURTHER EXCAVhA770N OR DMRSANCE OF O* WER`S CERTIFICATE RCE NO.: 47857 6 - ��} . *', 01 THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFED 52 � `'f�• @ ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE N (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL EXP. DATE: 12-31-19 CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF GRADING ACTMTYANDADVISEONTHE COMPACTKONAN D STABILITY OF THE SITE aCc No. RCE 47857 B P PROJECT STATUS SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL REESTABLISHED SURROUNDING THE AREA OF THE W.O. #: 735&A-SG DISCOVERY SO THAT THE AREA WOULD BE PROTECTED AS DETERMINED BY THE QUALIFED ARCHAEOLOGIST AND/OR THE TCA NATIVE 1(WE) HEREBYAGRE€ TO INDEMNIFY! DEFEND, AND HOLD CITYAND CITY"S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LA.. AS FURTHER DEFINED BY STATE LAW, AND AGAINST ANY AND ALL LIARLRTES, CLANS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF GEOSOILS, INC. F III S T D Y DAN FLOIT THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ACTS OR OMISSIONS OF OWNER OR 5741 PALMER WAY � CiQ► Q 0 ESS/p PRIORITY STORMWATER TREATMENT ACK E 0 BE AlAWTALNE 8 AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CARLSB AD, CA 92010 CALIF �O R G L,A f r�! IN ACCORDANCE WITHWAINTEAI'JtNCEAL;RREfAIENT FOR PRIVATE STORMWATER TREATMENT HERITAGE COMMISSION (N AHC) WITHIN 24 HOURS THE X4HHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WWTHIN THE PRIVATE PH.' (760) 438,3155 �t�,�`-l�4 �D,y F� AND STORVMTER POLLUTION CONTRITE. FACILITIES" NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT /N S/7i1("IN PLACE'), OR IN A SECURE LOCATION IN CLOSE PROPERTY OR PUBLIC EASEMENTS PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REU41NNS SHALL ONLY OCCUR ON Sff IN THE PRESENCE OF THE � r�+i RECORDED ON TCA NATIVEAMERICAN MONITOR �, No. $0356 r" �`l SIGNATURE. DATE: - l 9 a Exp. 12/31 /20 � AS DOC #. t'N - O&A-0 b:� S & ASSOCiAT INT NAME: DANFLOIT * um t PR ` q 1 �`,� �P S33 Ne"k 181. � A. Snek CA NW5 IMPERVIOUS AREA EARTHWORK DATA E,".2".8212 I f9 US.2 ".46;' 1 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 27,455 SOFT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V IMPERVIOUS AREA AFTER CONSTRUCTION.52,311 SOFT MAXIMUM VERTICAL DEPTH OF OUT=21.0' OLIVENHAIN MUNICIPAL WATER DISTRICT LEtICAD)IA 1�4ST�WATER DISTRICT PUBLIC WORKS PLANNING t Si+�t PARKSAND) RECREATION OL►VEN�IHAIN MtINICIN�AL WATER DISTRICT ENCINITAS FIRE DEPARTMENT MAXIMUM VERTICAL OEM OF ALL =1,0' PEIfILIC SEWWER S1�STEMAPPROVAL INCREASE IN IMPERVIOUSARE4: 24,856 SOFT AS -BUILT APPROVED BY- LWYC1 DISTRICT ENGINEER POTABLE SYSTEMAPPROVAL � �APPROVA IMPERVIOUSAREA REPLACED: 52,311 SOFT CUT=19,900 CY FILL = 200 CY EXPORT =19, 700 CY REMEDIAL = 2,100 CY DISTRICT PROJECT NO. W590248 C33692 �` (o, 2 v CzDEX'TffrTftdW, RIIIII- RCE DATE -. . c 6111111 - - LINDSEY STEPHENSON, PE DATE DEXTER WLSON ENGIWEERING, INC. 6/3(E12020 SLG DATE SIGN CJyATE SIGN DA R.C.. G a f �/ DATE SIGN DATE FIRM FXP. DATE ZY R DESIGNED BY. DRAW BY - CHECKED BY. QAZE CHANGE NO DESCROMON APPROVED DATE BI W RK AS4W T APPROVALS TUL ENGINE G DM&ON APPROMS COT Y OF ENCINITAS - DEVELO NT SERVICES DERTMW DRAWING NO" DESCRIPTION: CONTROL POINT #1028 07 / 06 / 2022 Wl TNT. DAATE PLANS PREPARED UAWR SUPERM OIN OF RECOMMENDED:VED' GRADING P4AN FOR. LOCATION. A STD. WELL A tUL1�LVT DISK STAMPED IS 5863" -- R G LAWSON LAB .� WORKS 1509 S 1513 ENCINITAS BLVD. DATE• Ili - Z.� • i$ VNENS�=� AT THE CENTERLINE INTERSECTION OF nARNERAVEAND EDWARD J. tM 14 7 15G SHERMAVE. I ARISNG JESSE R.C.E.NO.: 80356 APN: 25 , 26 RECORD FROM., RDS 1$416 �,� CITY VIDE MICHAEL STRIZIC WE RE'WIEWER T�WSON l -1 '?..e+ ELEVATION:250481' DATUM: IMVD88 CITYENGINEER INSPECTOR EXP: 12i31118 DATE 7- DA PLAANdIINGCASENCO:lW4DR/"1MIUPIftW SHEET I OF -- - Rl9 09 AS -BUILT LWD SE MR LATERAL NOTES FOR STAND ALONE LATERAL PLANS 1, LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THEAPPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK ) AND THE REGIONAL STANDARD DRAWINGS , MOST CURRENT EDt R NS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED A TALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB SITE AT ALL TIMES, 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY L WD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ANDIOR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6: PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT 8 ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE L WD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE ►MRE THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6"ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSVREAIR TESTED, AND TELEVISED AT THEAPPLICANT ICONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD: AIR TEST SHALL BE DONEAFTER CONSTRUCTION OFALL OTHER UTILITIESAND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. 17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8-INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY USER SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG, S-32. 18. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER, IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTYAND BYPASS EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BEALLOWED. 19. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER, 20. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.. 21. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. SITE NOTES: I. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY 2. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE APPROVED GRADING PLAN UNLESS PRIOR WRITTEN AUTHORIZATION IS OBTAINED FROM THE CITYAND THE OWNERS OFAN OTHER AFFECTED PROPERTIES. 3. ALL EXISTING STRUCTURES AND WALLS WITHIN THE PROPOSED DISTURBED AREA TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 4. ALL EXISTING TREES WITHIN THE PROPOSED DISTURBED AREA TO BE REMOVED UNLESS OTHERWISE NOTED. 5. ALL UTILITIES SHOWN HEREON PER BESTAVAILABLE RECORDS. CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF DISCREPANCIES UPON DISCOVERY. 6. ALL WALL SUBDRAINS SHALL BE INSTALED PER RECOMMENDATION OF THE SOILS REPORT TITLED TITLED "PRELIMINARY GEOTECHNICAL EVALUATION, PROPOSED DEVELOPMENT, 1505 ENCINITAS BOULEVARD, ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA 92024 "PREPARED BY GEOSOILS, INC., DATED NOVEMBER 20, 2017 W 0. #7358 A -SC 7. BACKFILL WITHIN THE INFLUENCE OF THE BASIN SHALL BE TWO -SACK MIX OF SLURRY (MIN) OR PER RECOMMENDATION FROM GEOTECHNICAL ENGINEER. SPECIAL INSPECTIONNOTE: NOTE, SPECIAL INSPECTION OF THE BMP FACILITIES BYA LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THE APPROVED GRADING PLAN. THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION INCLUDING MATERIAL RECEIPTS, SURVEY DA TA, INSPECTION DATES, ETC. IN ORDER TO DETAIL THE CONSTRUCTION OF THE DRAINAGE FACILITY. SPECIAL INSPECTION REPORT IS ON FILE WITH THE ENGINEERING DIVISION PREPARED BY PASCO LARET SUITER & ASSOCIATES DATED AUGUST 23;. 2021 6" X 28" PCC FLUSH _» VOID FILLER TO "' (NO.8) OR DEEPENED G-1 CURB 8 APPROVED PERVIOUS AGGREGATE •t BEDDING • OF CHOKER44 T018 (NO8) AGGREGATE 1 r• ar r"fr s r �r �xv r;:r ` T04 "(NO. 57) CRUSHED ROCK f OF 3 CRUSHED ROCK SOIL SUBGRADE t MIL. VISQUEEN LINER TO EXTEND 12 INCHES VERTICALLY BELOW t ROCK LAYER • -ALL AGGREGA TE MUST BE CLEANIWASHED AND FREEOF a - THE PA VERS SHAL L NOTBE y D ONCE THE VOID FIL LER HAS BEEN ADDED -EACH COURSEd BE »'y O'Y COMPACTED Bi= PLACEMENT OF * ' t IMPERVIOUS LINER OR FILTER FABRICTO BE l -SPECIAL APPROVAL REQUIRED X X 318" STAINLESS STEEL BOLT AND NUT ATTACH TO INSIDE OF STORM DRAIN STRUCTURE IN FRONT OF NEOPRENE SUB -DRAIN OUTLET. ATTACH GASKET WITH TAMPER PROOF BOLTS AT ORIFICE PLATE EACH CORNER, TYR; 318" DIA (PER DETAIL TO (TYP.) RIGHT) ORIFICE PLATE.' 1 `X 1' SQUARE MIN., 114 INFLOW PIPE (6" INCH THICK STEEL PLATE. HOT DIP PERFORATED GALVANIZE AFTER FABRICATION AND ORIFICE (SIZE AND PVC SUB -DRAIN) ,- DRILLING. ORIFICE AND FLANGE fE PER DETAIL 2.75" DIAMETER } CONNECTION TO CONCRETE SHALL BE THIS SHEET) LOW FLOW ORIFICE FILLED WITH 30 DUROMETER NEOPRENE 0 RING TYPICAL DETAIL - FLOW CONTROL ORIFICE PLATE NOT TO SCALE .l VARIES O r BA SIN NOT TO SCALE LO VARIES EXISTING -y AT&T LINE K y K 0 9 n' 1 d F' EXISTING COX CABLE LINE Con 2.0% f- ul � BACKFLOW PREVENTER ON PROJECT SITE EXISTING OMWD ACP _ (NOT WITHIN RIGHT-OF-WAY) 12" WATER MAIN PER _ ri, 5515-A-10 APPROX. LOCATION CONNECT TO EXIST WATER OF EXISTING SDWD MAIN WITH 6" TAPPING _ I 30" WATER MAIN PER SADDLE AND 6" GATE VALVE WO-67-7 PROPOSED DEPTH 15' RUN OF 6" FIRE OF 6" FIRE SERVICE APPROX. LOCATION OF INSTALL 45' VERT BEND / SERVICE ABOVE EXISTING I444.11EN, ITEM STD. DWG. SYMBOL SUBDIVISION BOUNDARY ADJACENT PROPERTY LINE/ RIGHT-OF-WAY PROPERTY SETBACK CENTERLINE OF ROAD EXISTING EASEMENT --- -- PROPOSED BUILDING FOOTPRINT GRADE LIMIT LINE \v PROPOSED ROLL -UP DOORS PROPOSED FLOW LINE . - -------- CONSTRUCT 6" PCC CURB SDRSD G-01 CONSTRUCT 6" PCC CURB & GUTTER SDRSD G-02 CONSTRUCT MASONRY RETAINING WALL (TYPE PER PLAN) PROPOSED STRUCTURAL WALL PROPOSED CONTOUR LINE 229 EXISTING CONTOUR LINE INSTALL SECURITY GATE PER SEPARATE X X X BUILDING PERMIT INSTALL 6" PVC STORM DRAIN PIPE INSTALL 12" PVC STORM DRAIN PIPE CONSTRUCT PCC HEADWALL SDRSD D-34 INSTALL BROOKS BOX INLET (SIZE PER PLAN) INSTALL CURB OUTLET SDRSD D25 F = SAWCUT, GRIND & OVERLAY INSTALL TRENCH RESURFACING TO CITY OF ENCINITAS SATISFACTION OF CITY ENGINEER STANDARD DETAIL INSTALL 6" PVT. FIRE SERVICE OMWD 8-1.3 & C-3.3 W W ---} WITH BACKFLOW INSTALL I" PVT IRRIGATION OMWD B-1.1 & C 2.1 VU W SERVICE WITH BACKFLOW INSTALL THRUST BLOCK INSTALL FIRE HYDRANT OMWD C-1.1 XX INSTALL STANDPIPE PER Q SEPARATE BUILDING PERMIT CONSTRUCT BMP BASIN PER DETAIL SHEET2 INSTALL PERVIOUS PAVERS PER DETAIL SHEET 2 r_ CONSTRUCT PCC FLATWORK . (THICKNESS PER PLAN) EXISTING PCC BROW DITCH ......._ ._._._.._ _..__ . _.....____....... ......._... .-......... _.. EXISTING WATER MAIN w .. _._____Ww EXISTING SEWER MAIN _. _.....__.. S .. G EXISTING WATER METERr..::a. EXISTING STREET LIGHT ` EXISTING SURVEY MONUMENT 1 EXISTING SURVEY MONUMENT 0 t • » iIIr1L�i� SAN DIEGUITO WATER DISTRICT CONTRACTOR i NOTIFY SDWD 48 • i" TO CROSSING CONTRACTOR TO FIELD VERIFY DEPTH OF TRANSMISSION MAIN PRIOR TO THE STARTOF CONSTRUCTION. fkz Q)I ESS% QL (4' DEEP TYP.) EXISTING SDWD STEEL DUCTILE IRON FITTING WATER MAIN; BELOW No. 80356 m TYPICAL DETAIL =PERVIOUS PAVERS CL-150 36" WATER MAIN WITH MECHANICAL JOINT EXISTING DRY UTILITIES Exp. 12/31J20 NOT TO SCALE PER WO-82-100 RESTRAINT � FIRE SERVICE PROFILE (STA 1+24.99) CIVIL ASSOCIATES IL ENGINEERING + LAND PLANNING + LAND SURVEYING i North HiShway 101. Ste A, Salsas Beach, CA 92075 958.259.8212 1 fz 858,459,4812 1 pluenghwedog.com i DESCRIPTION f'== is y BENCHMARK d. d s APPROVALS , a l» aDIVISIry APPROVALS :r • DEVELOPMENT SERVICES DEPARTMENT y ,,, j. WING NO, ' DESCRIPTION '!#i ' ad s ANS PREPARED rA . SUPERVISION +. d s rr� LEGEND AND D Via _ 0710612022 � LOCA a a 5FLL MONUMENT W1 DISK STAMPED YS 5663" i = i ANDJES = d r DATE AT THE CENTERLINE INTERSECTION VE l a = a �� = a »I R WENS l `'l J ILd ,i f f,I r N v Cam.) wutri cn oa co cx ,uuj ` Z Lu 0 rn N G. ...... .. . ....... G... .............. . ...... G . ..... . . ........ &x9.AA0VA<*Jr MW ArT4WA. AA,-C- AAk G . . ...... .. - . .. . .... F� Q) 2"WAit- A�GJE64A&vr fZCC Q: u t-- kzy lz� co ZZ I—— G . ..... G Cr i�. (25 w ,6 r�a a� Z) ------ -- G - ------ 4 �0_ U.1 I.- I"AS G EXISTING 10"H.P. GAS _'5 -38 �_ c,, :R MAIN PER CG 14 77 cc is/ WR AS ut. Ab. ?A1 -M6 G rt Nr uj G . ..... - 1-2 �- - �� __11:c--__ .. . ....... r') Lu C Lu 811 j 4 .6 N uj C'� C 4 jjj Lu j + U rs (0 >< z - C' ------- 1,4 S t5 Z) cc Z 75 C U.J +1 ZF c) -.3 --t ;� 0 z Ex. :z tl!� (0 C'o ti 1+00 Cn (.3 8 Cu_)j IC-1i + AW$& Lj U -77--t C" 7 "I I? ENCINI 1+50 A - --- ------ S kw�,,,Hj . . . .. ............. 64 .... . . ...... ------ ) =t-77=7- 1_1_ __,z � I ­ -4- + S 2+00 ULE �g C8'4 s + 2+50 a2 EXISTING CPSTATION`Fd ...... "N S . ..... V) Q SDWD-,30."_WA.,TEfl,, MAIN TO 11-5 S S 3+00 EXISTING OMWD 12" CML&C BEPROTECTE51)V'P�&F 0 t 3+50 7 7 - �_ 4­ WATERMAINPER VVO-62-100 ... .. .......... S ------------ -3 -s CENTER PER WO-67-7 . ..... I w w MEDIAN EXISTING L WD 12" V C. R 4, ", 1 12" V C. R w w W w TVV=2273 SEWER MAIN PER COUNTY OF APPOOXIMA TE LOCATION OF EXISTING SEWER I MH #06-0160 PER TM 2840-1 6 w W W --- SAN DIEGO DWO TM 2840-1 EXISTfNG 6" PVC SEWER w V11\ f B 24. " 7 ------ W vv -4:4 LATERAL TO REMAIN; (RIM=226.2) All EXISTING SD WD 36 WATER w ..... ... .. IE @iMAIN=214, 1± W.. . . ......... I—- I 'W - _1_ _ - 1 3: T, w­_­_____ W w 8 W W __VAWPER­VV(Yz82-100 w 101j_______11 I kAj TF=222.8 ` . ...... TW=2273 EXISTING LANE SEESHEET2 STRIPING TO REMAIN '�,,EXISTING S-TAT"Ib"N FOR THE W W =2279 T`­_ , ­_­ ­­_ 11-11, w w w W W FOR OVER CROSS G ............. --- --- w SDVV A TER MAIN TO BE ---jk� w (BW§EG=224. 1) w /-- 111,11111-1­1 1 EXIS TING SD WD 30 " AA TER W W =223.5 _7=222,8 M-biECTED IN PLACE,'STA: 46+08. w EXISTING PCC CURB & MAIN PER WO-67-7 W W -------------- GUTTER TO REMAIN siATtoNiNp,,pER w6 FS=223.2 TC=224.1 w w w w W ­-­_ W EXISTING FIRE HYDRANT TO FL=223.6 (FL=224,41) TC=223 8 EXISTING PCC w 5q A EXISTING STREET LIGHTTa!" ------ w _-BERAR-0 TED IN PL CE SIDEWALK,TD, w FL=223�3 w 6 n v \`\ C-225,5' JL=2 EXISTING PCC w W W w REMAIN _�� _111� 1�' ---I- _ W BE PROTECTE� A&E W w w EXISTING PCC SIDEWALK TO W W w W W w TW=22 7 3 CURB & GUTTER L WATER MAIN TO BE PCC SIDEWALK W REMAIN ..... ...... . . ...... ... ...... (1.0%) . ..... v TO REMAIN 7, --224. kJ w MATCH EXISTING FS=225.1 _­­­EX)STWG-' C�-BIONGSTARON ALK PER WO-82-100 OU , - i -- TF=222.8 TW@FG=225.8 PCC SIDEW '227.3--­-­­--­-­-__ -------- - 1_1_____1_1_1 L-77.1,7- �i W- - I 11.__', ­­-1-1-_ 1 ­-.1-1- BW=224.9 FOR SDWD 30" WATER MAIN PROTECTED IN PLACE `23 ------- EXISTING _fXSUW_PCC CURB, TO BE PROTECTED IN 0 J.,N (BW@EG=224.7) . . ..... . GUTTER & SIDEWALK DRI VEW4 Y TO - ----- - >:=2 ... . ....... . . REMAIN 4 - - j -222�8 WO-67-:7 TO REMAIN TF if k, vv IA(=225�5 4 END TG=2' Bly--2255 I% .. .......... . . ....... LA IN ZLIE=223 f . ... ..... . ....... . C Tot? .3 TF=222.8 6 __�XSTING 18" GD I 87 tWf E 238, '�-DNIN PIPE 4ND CL NOUT LA It _j + -fL Jill 1 IN 74NSFORMER #,RUCTURE PER DW3 # L-8081 i `__"�_, - I f 1 ­1 '1 1 - 5.4' 1 E TO REMAIN I ' 1 TO REMAIN TO REMAIN j "A 6 fT VVA 11:11 f l)JI �'EASEMENT TO OMWD REC. 9t,1312��19 DOC NO. 2019-0398863 B- M/ F 9 EXIS 'I APPROX. LOCATION OF -225 OU T" �MAIN T7 MONUMENTS1 PER ­1­4 Or CAPE PLAN-, 27-, I0, -LANDS . ..... J BACkabW I*T L_^Aj t 11 vw ),BY i I In I L_ I "I PCC CURB & TC=225.4 � 'I, I ­­,_1.._1___ -1.111­11- - / TO R )EF5 1­_1­__11_1_______ ... . ...... Eki �41e) zic fS77NG�i��BERM GUTTER TO FL=224.9 TO BERE�OVED REAqW I fill I I I I EE TO �_f/ 17 10,11 226 DRIVEWAYOF X OVED x r 4 TC=225.7 F YS01 ADJACENT Tig=2 (TC=227 --T12=2 I I , , . ic=225,9 PROPERTY. NOT PIABOVE TW=229.1 T it (FL =22 7 1) COLUMNs, A PART 7' FS=2276 X BW§FS=225,9li pa: (Typ) 1 TW@FG=228.811 i M 22,1 z � I I,-, N ,, , I EAS TING CURB TO BE 43 1 LLJ W, -PROTEC71EDIN"PLAb�' APN: 259-550-08 1�1 \q, SYSB 'TF=,22 RaICALI� [-'EQUIPMENTPER IE=225.9 7 �26.0' r) IE=226.3 ROOM I/ i Z11 TO REMAIN (Typ.) EXISTING WALL i , "? I TG=227 Tc- 1 2 =22 �� I I L�:22 1 !� 1 ELECTRIC -22 is , FPA�A TE PERMIT EXIS G PARKIN TC=228,9 TC=2275 EXISTING PCC BROW I I - ; I TOP OF FS=229,5 TG=228. I ­­_ - BE I I I I I I I L ? FL=228.4 FL=227 0 FS ?�.5 SLOPE REMAIN,­ TW=2294 IDRAINAGE 12 FG=228.3 FS- 29 TW@FG=229. STAIRWELL Lim/ J_FLT_LJ f I T-V NI v I I I _BYVFS_= i GRA EASEMENT PER DOC� TF=227.4 78-185628, REC H I 1 73 APN'259-550-21 LIMIT OF 1. --_Z�4 11 0510811978 TC=22&9l` I 9.15 FL 2�16 GRADING INSTALL STANDPIPE A, Tw@ Ill DRIVEWAYOF �6' '6 11— APN: 259-550-25-00 IPI i it fL,228.4 FL _!28.4 EXISTIN PER SEPARA TE ADJACENT FIRST FLOOR FF=229.5 BW§ T&2�9 I I (k1) 93) BUILDING PERMIT 0 TREE I PROPERTY. NOT 4- FS=229.5 4ED TC;:: 2 .1 1 B ffi-44 0 RE TC= -A -B Z11 A PART OF SUB ASEMENT FF=209.5 TF=22 FS= C=22129.0 FL= ­3 Tw@ 1�&9.4 TC=2290 LINE FL=228.2 BW§FS1=2129',0 �N TC=, 9 1 - ---------- FL=22 .4 . ..... . .. ........... . N �1/ 1. Ar I` ROOFABOV5 PAD=208.8 �L OCA T/ PROPO$eD OF 5. I-X= (4 JI; 0_kE-CQNSTR FUT T13tfl =229.4 EXIST G�CCBROWDITCH 0 REMAIN. FL =228. V, -TRAILIeR FL=228,9 LIMITOFRETAINING H & CON �OR TO REPAIR 0 REPLACEANY MAGEDBYCONSTRUCTION F 9.5 WALL FOOTING PER till� I TC=2 PORTIRP SORSD C-01 Al (F rI. - - -, - _ t 11 -A, x INSTALL S'PEORI if OWNER TO CCTVEXIS77NG 18" STORM -FG=229. 0 -0 Q 7C --KFLOW` /-A TC D_ i ��e F)(16TiP4G If , , ­1 1 `,-­ / y � / x x if DRAIN PIPE, FAILIN DAMAGED 1:5% r IF ---- `bEV1C*9 BE BUILDIN ERMjT REMO PORTION$ TO BE REPLA WITH 18"PVC I Er 7-,,,,! 1 1 -11 1 U 0Z TC=2294 =2 S=228,6 7S:�711 17 91 FL=228.4 J 2. FL z 41w 1=1 Im! 1=1 1=1 1=1 1=1 1=1 1=11 AM! mm L win Ami Alft PM jP01 AM CONSTRUCTION NOTES MA TCHLINE.0 btt bHEET 4 OLIVENHAIN MUNICIPAL WA TER DISTRICT NOTES LCQNT�Dj (DINSTALL 36"xW" BROOKS BOX CATCH BASIN RISER INLET (D INSTALL GRAVEL DITCH PER DETAIL SHEET2 EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE CONSTRUCT MODIFIED HEADWALL PER SDRSD D-30 TYPE A; IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE SEE BIOFILTRATION BASIN DETAIL SHEET2 16. CONTRACTOR SHALL TIE OFFALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. (2) INSTALL 12- TRENCH DRAIN AND CLASS C TRAFFIC RATED CAST (j) INSTALL 26MDE PCC DRIVEWAY PER SDRSD G-26 REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER 17 LINEVALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE IRON GRATE BY NDS OR APPROVED EQUAL; PART NO 843 & 845 RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY INSTALL 15-GALLON ERIOBOTRYA DEFLEXA CITY STREET 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT (13CONSTRUCT ASPHALT DRIVE AISLE PER GEOTECH TREE(5 WITH ROOTBARRIER PER SEPARATE LANDSCAPE GRAPHIC SCALE: 1" = 10' LOCATIONS SPECIFIED BY THE FIRE DISTRICT (1) INSTALL 5'x 5'MODIFIED CURB INLET PER SDRSD D-02 RECOMMENDATIONS (a CONSTRUCT 6" PCC CURB PER SDRSD G-0 1,- DEEPEN CURB PLAN �&AOWAC LcX-R V^-t) 19, ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND AS NECESSARY TO EXTEND 12" BENEATH PAVER SECTION 6 1,0 io ACCEPTANCE OF THE CHANGE @ CONSTRUCT 12"X 4" WEEP HOLE IN DEEPENED PCC G-1 CURB (a) INSTALL 6" FIRE SERVICE MTH 6" DCDA BY WILKINS MODEL @ INSTALL 1. 5" BACKFLOW PREVENTION DEVICE BY MLKINS 20� THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMW0 STANDARD SPECIFICATIONS, THE CLASS OF PIPE PER DETAIL SHEET 6 350DA OR APPROVED EQUAL PER OMWD 8- 1. 3 & C4 3 INSTALL 18" X 18" BROOKS BOX STORM DRAIN CLEANOUT moDa 975xL2sE PER omwo c-2 i SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VAL VES (CLOSED) AND APPURTENANCES. WITH STEEL COVER 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE MTH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN (D CONSTRUCT MODIFIED CUTOFF WALL PER DETAIL SHEET 6 (5) INSTALL SEWER CLEANOUT PER L WD S-25; INSTALL 30 MIL, VISQUEEN LINER EXTEND 12 INCHES OR CONNECTION TO EXISTING SYSTEM FACILITIES BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT RIM=225,2 (23) INSTALL 6" X 28" PCC FLUSH CURB VERTICALLY BELOW CRUSHED ROCK LAYER SPECIFICATION. 0 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-04 (IE=215. I!) ESS,/ 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION @ SAWCUTAC PAVEMENT PER DETAIL SHEET 2 (a BACKFILL WITH TWO -SACK MIX OF SLURRY (MIN.) OR PER G L4 VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES U/ INSTALL XX 0.25'CURB OUTLET PER SDRSD D-25 INSTALL I" DOMES77C SERVICE AND METER WITH BACKFLOW RECOMMENDATION OF GEOTECHNICAL ENGINEER 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT CONTRACTOR SHALL (a) PAVER PREVENTION DEVICE BY VIIILKINS MODEL 975XL2SE PER OMWD @INSTALL 6"AREA DRAIN BYNDS OR EQUAL No. 80356 rrrn, REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN INSTALL PERVIOUS DRIVEAISLE PER DETAIL SHEET6 B- 1. 1 & C-2.1 EXISTING UPSTREAM SEVVER MANHOLE RIM ELEVATION Exp. 12/31/20 WORKMANSHIP ANDIOR MATERIALS VWTHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT @ CONSTRUCT 5" PCC WALKWAY (RIM=226.2) IS LESS THAN THE FIRST FLOOR ELEVATION ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 4WM## SUMP PUMP RELOCATED INTERNAL TO BUILDING (D EXISTING SURVEY MONUMENT TO BE REMOVED (FF=229 5) OF THE PROPOSED STRUCTURE, THEREFORE NO 24. ALL IRRIGATION METERS SHALL BE SERVED MTH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT @ CONSTRUCT I" WIDE PCC WALKWAY BACKWATER VALVE IS REQUIRED Clvk\� 94 Al I P11171PQ rIT7IAIr­Q AAIQ VAI I/PQ Q14AI I PIP IA11TW 011AIAlf) QTAAInAQr) QD.-rU7IrA77f)AIQ INSTALL Xx 5'ROCK RIP RAP PER SDRSD D-40; (r (,hk \� & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LANO SIJRVEYING 535 Worth Hl&wsy 101, Ste A. Solana Beach, CA 92075 ph $50.259.0212 1 fx 858.259.4812 1 plamonglueedug.coat 1111 ... !7w DESCRIPTION BENCHMARK j; AS-BUILTAPPROVALS EN DIVISION APPROVALS ---- ----- -- - - CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DESCRIPTION., CONTROL POINT#1028 LOCATION., A STO, WELL MONUMENT W1 DISK STAMPED 1S 5663" A T THE CENTERL INE INTERSECTION OF TURNER A VE AND __Zz 0710612022 PLANS PREPARED UNDER SUPERVISION OF DA TE, ? .14gyj RC,E NO.: 80356 tl TYLER G LAWSON EXp.: 12131118 j 4 JESSI OWEN,' EDWARD J. CITY N I Ilk 7-oc!lf 9 11 DATE GRADING PLAN FOR 1509 & 1513 ENCINITAS BLVD. APN: 259-550-25y 26 PLANNING CASE NO: 18-014 DRI CDPI MUPI PMW - I TY41? GrA WSON DATE PLANNING SHEILDS AVE. RECORD FROM: ROS 18416 ELEVATION: 250.48,1' DA TUM NA V088 MICHAEL STRIZIC DATE CITY ENGINEER ��Wdl MIN 0 DRA WING NO. 14115-G SHEET 3 OF 8 PLSA 2806-01 L I I ca co 2i 0 Lu t ILL Q5 00 "', i E OWNER TEXISrING 1$ P STORM 9 D IN PIPE. FAILING MAGED t PORTIONS TO BE REPLACLD WITH 18" PVC f' €t t r ; �`• � � � � � 13 3 EXISTING PCC B ` is GUTTER T 'RE IN MA , ' /TRASH; CLOSURE; EXIANG PARKIN ;'COT LIGHT TOBE; r `f REMOVE i TC- 293' =228 8 ' FL229 0 ` FL=228.9 17 r f (l ✓f` 't� i r �f � r , OWNER TO CCTV EXISTING fib" C'M DRAINPIPE. FAILING PORTIONS TO BE REPLACE W4Hi i 3( t yw Ca7,C3t' IG DRIVEWAY OF 2C-230.5 ADJA?CENT (FL=230.0) PRO PERTY NOT �x A PART. EXSTING R'' TO REMAII � l� 1 FL229 6 TREE TO BE REMOVED C MATCHLINE." SEE SHEET _ t ' -FG =90? tit «. ? I r i,•- -- - EXISTING lu, INSTALL SECU# ITV X 1.5%x=.,n..w ...✓ ,✓ ,r # i'. J w GATE PER SEf}A f # t3 s i 1, j,, MOVES BUILDING a 3 i ` ELEVATOR SHAFT FL=228.4 , 15 17; FS228,6 ! PER SEPARATE P Tc F -2291 BUILDING PERMIT tFL=228.3 f l z ;. } I f ! r k ; v ( f / F. / ( f / F J' ,e°' f E 1S ., ,. j `Y Ni' i E . 5 a TC 229.0 _ : / _ r - r f ,, _ �a � r � E, ✓ / L� a o ¢ FL=229 Q __-rw« J /// 1.5i 17 F`Y ( � 3.1 s ,F 1 1 20 6 r i 1 r Y. 550 fwr s t £ F rrf 3 ' s ( ... _.....»....»,.. „..w. _...,.�.,_ ... ... m 7 1 As IN F =228.7 i ,.. ? ac,' UB B S�`�F'IVT FF 20 .5 ;4-1 INSTALL 24" £ _ ,......._...✓( _,.,_,... _.,.,_,...„ ;, ran �%jj} WIDE, 2" _ ..M.._f"11.J 2YV a LO f I 4�€ 3� rQ TALL B�RM ' 3 £ 20.0' _ „ . fi L, r' E - Cii _ ? 7 LEVEL FF 5 ` ; � .� � EXISTING PCC BROW DITCH r s -_ TO REMAIN. CONTRACTOR TO $EG/N SLOPED FF 1.0% __m..._ a ; ; , FL-228.6 _ FS=229�5 _.,.« M __.... _,..,,_m_ ILI' _« �_ '`" REPAIR OR REPLACEANY FS229.4 __,_ __.. e ONS DAMAGE C FS=229,4 � � ,t D Y ;, TRUCTiON EXISTING LOT LINE TO f £ �' EXISTING CURB TO BE t --I-- q. a INSTALL SECURITY REMOVED PER LOT a e, £ PROTECTED IN PLACE GATE PER SEPARATE r r' CONSOLIDATION PARCEL MAP FS-2 9.6 BUILDING PERMIT "rv« J FS=229.7 229.5 FL « _ 3' D, DJRIVEWAYACENOF fi 3.5%j PRO OT i ,; PROPER N a Tlik x s s,, is A111 b WHEEL STOP ,; n 1 ' '7 % Y f r .r i �j r t 5 1 ✓' ram. .. .......... . ,«.,..._....., __ t....,._..,. ..00,,>"•' ''+.."',. } { s FL » .. t 3 24 M 6.0 1&0r 26.0 * y, r : . ... `` 'i f•"j° _.,fir.„. FS-229. lr ra P.'`..l m111 \ J o i r "xF 229.9 � , ELEVATOR SHAFT t r - _ FPS=2S0.1 ,f : £ ? � r' PER SEPARATE , sue, , x , ti r'x" 4 } B t 50'0O_ BUILDING PERMIT 5/ , , r ' ,. _ ' FS=230.15 T s, FS=229.7 FL2 9.2 "� EXISTING PCC BROW DITCH FL 229r ._ FL2 TO ca Q Q s �' € i 57.9 REPAIR OR REPL4CEANY CONSTRUCTION PORTIQN?AMAG T SAT L Eazitt ziHEET 5 ift am mom Aft CONSTRUCTION NOTES GRAPHIC SCALE: 1" - 10' a INSTALL 36"x 36" BROOKS BOX CATCH BASIN RISER INLET 92 Wb'Mk4 SUMP PUMP RELOCATED INTERNAL TO BUILDING Qb INSTALL 1" IRRIGATION SERVICEAND METER WITH INSTALL 6"X 16" PCC FLUSH CURB BACKFLOW PREVENTION DEVICE BY WILKINS MODEL ( INSTALL CATCH BASIN PER SDRSD D-08, TYPE G @ INSTALL 3' x 5' ROCK RIP RAP PER SDRSD D40; 975XL2SE PER OMWD B-1.1 & C-2.1 @ SAWCUT AC PAVEMENT PER DETAIL SHEET 2 10 5 0 10 20 30 ROCK CLASS. No. 2 BACKINGT,• 1.1 FT Q INSTALL 5' x 5' MODIFIED CURB INLET PER SDRSD D-02 Q EXISTING SURVEY MONUMENT TO BE REMOVED 2Q INSTALL 6"AREA DRAIN BY NOS OR EQUAL (g) INSTALL GRAVEL. DITCH PER DETAIL SHEET 2 a CONSTRUCT 12" X 4" WEEP HOLE IN DEEPENED PCC G-1 CURB 0 EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE CONSTRUCT 5" PCC WALKWAY RpF ESs /D PER DETAIL SHEET 6 Q INSTALL 26' WIDE PCC DRIVEWAY PER SDRSD G-14A IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE O Q G REPLACED BYA LICENSED LAND SURVEYOR ANDA CORNER Q CONSTRUCT 1" WIDE PCC WALKWAY ° �,� Aty�' F Q CONSTRUCT MODIFIED CUTOFF WALL PER DETAIL SHEET 6 (DCONSTRUCT , ASPHALT DRIVEAISLE PER GEOTECH RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY ) /11 RECOMMENDATIONS @ CONSTRUCT MODIFIED HEADWALL PER SDRSD D-30 TYPEA; �= Q CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-OBI (D CONSTRUCT 6" PCC CURB PER SDRSD G-01; DEEPEN CURB SEE BIOFILTRATION BASIN DETAIL SHEET 2 uj rn 10 INSTALL 6" FIRE SERVICE WITH 6" DCDA BY WILKINS MODEL AS NECESSARY TO EXTEND BENEATH PAVER SECTION cl Exp. 12/3 /20 7 INSTALL X X 0.25' CURB OUTLET PER SDRSD D-25 350DA OR APPROVED EQUAL PER OMWD B-1.3 & C-3.3 @ INSTALL 15-GALLON ERIOBOTRYA DEFLEXA CITY STREET TREE INSTALL 18" X 18" BROOKS BOX STORM DRAIN CLEANOUT (5) WITH ROOT BARRIER PER SEPARATE LANDSCAPE PLAN ` �,� CI V t . (8j) INSTALL VIOUS PAVER DRIVE AISLE PER DETAIL SHEET 6 6A E E - =22 .2 P=2 + E I e DESCRIPTION i*** i • BENCHMARK .dr w 4 w# i % i% w e i i o. P A j DEVELOPMENT DEPARTMENT I N FOR. DESCRIPTION: CONTROL POINT I a° ,.. PLANS g PREPARED • r d r UNDER SUPERVISION . r -... r #. x { D. i r r r �. GRADING e * e • e 2022 a ► t r r .. �, * * • I AT THE CENTERLINE INTERSECTION OF TURNERAVEAND CITY NG MICHAEL STRIZIC DATE MUM r .. TYLE* r ' ELEVATION. 250.481' DATUM. NAVD . 1. 1 n�. c� Cal V m 00 CJ � ds w Lc coyti uj tiN OWNER TO DF PORTIONS r� „ " p TF 2302- . --- ` M u .,.. ,3. t Y r w ti T w ~M ­TF 22�:3 _..w_ , ?RAIN P ....,_. _.,, _ �TG-2S0T_ tP. CLAIM TS"RUCTURE .._ _. PER LIB L 8061 TO BE _ .TW= 34.T ,..,,_ »„ _.. _w TW= 37 7, SYSB __.. _ _„ PROTECTEp'IN PLACE. . _. TF BW 23i3 29.8 `•�, � .. .,. : t :... _.,.,,.., ,,._.....: �, ..ire.. ....�s'�,-..W,,.m,> �... _., C„tx fro �» ....�1 t ._ ... _„,.. ... .,...-,. �{ _. .,._y_.._,.$ ...., .. , a ryg�j gr i'L^'a?J� J TW--236.6 r ,...-. .. ,., ,._..,..,..__ _, �. � ... ..... ...... . ,fir"'.. �rm 10 _w ...... •� a_ - ..._.. ... ... » " At i __'EXISTINGN URALLY 64 ...... ;a d BASIN(Z INSTALL CATCH R ira PER DETAIL SHEET w CONSTRUCT MODIFIED CUTOFF WALL PER DETAIL SHEET 6 (9) CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-04 OINSTALL 3X a B OUTLET PER r- r INSTALL PERVIOUS PAVER DRIVEAISLE $ DETAIL l t' 5'ROCK $ • $„ PER ►' t i 4l ROCK No. A (a INSTALL GRAVEL DETAIL SHEET2 {j a PER �•R y INSTALL $ N a!$ s $ $ R a? d A ASPHALT P•t M w. �.. (j)CONSTRUCT TECH REC* r a #1 0 0' .$ Aa$$OM a EQUAL PER l; - i i (D INSTALL SEWER CLEANOUT $ BACKFLOW PREVEN77ON DEVICE BY •t 975XL2SE PER t MONUMENT(D EXISTING SURVEY TO BE REMOVED Qj t • BE $ $t r • ,CE MONUMENTIF DISTVRBED O•DESTROYED IT SHALL BE RECORDREPLACED BYA LICENSED SURVEYOR ANDA CORNER SHALL BE ■ FILED WITH THE COUNTY (9 CONSTRUCT 6"PCC CURB PER SDRSD G-01; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION / INSIALL 18"18"SROOKS BOXRDRAIN COVERWITH STEEL INSTALL p R. + DRAIN BY NDS OR EQUAL CONSTRUCT 5- eV w CC WALKWAY .io CONSTRUCT PCC WALKWAY SEE 810FILTRATION BASIN DETAIL WeArlyn Ril w•A•$ $ $ • $ARa A w a. -- EXISTING PCC BROW DITCH TO REMAIN. CONTRACTOR TO REPAIR OR REPLACEANY PORTIONS t)AMWQE12 QYM._ CONSTRUCTION , PROTECTEDEXISTING WALL TO BE `— DRIVEWAYOF ADJACENT PROPERTY NOT EXISTING CURB TO BE PROTECTED IN PLACE a. AP N • 5 -550- 1 IN of E S S p` No. $0356 Exp. 12/31 /20? C/Vk% & ASSOCIATES 6 North w#y 101, Sta A, Solana Heath, CA 92075 958.259.9212 1 $ $56.259.4812 j piaaaa eaxla&cam t DESCRIPTION SENCMURK ® A P $ . ; � ' a �%,� lt$a?lw$� / f' r r r :. �llilil�il••i�d•4� ENGHWEm APPROVALS rrr�� DESCRIPTION. ►OL r s LV CATION: A STD. WELL W%MT W1 DISK STAMPED "LS 5663" TURNERAVEAND 0710612022 s 1 , r t m; I, - r ! s DATE. 0 R.C.E. NO.: �j d••►! JESSE WENS EDWARD J. CITYErG3/NEEf DATE I.I. • E y w A R $. TvtER d5w§ON DA ■ CONSTRUCT4"PCC SIDEWALK PER SDRSD G-7 12' _(_ 17' TW--227.3 _ I TOP OF SLOPE PER DASHED LINED REPRESENTS DETAIL THIS SHEET, TW c@FG=225.8 APPROXIMATE LOCATION OF (BW=224.6) EXISTING GRADE FG=228.3 TF=222.8 6" AREA DRAIN BIOFILTRATION BASIN TG=228.1 PER DETAIL SHEET2 IE=225.9 FG=225.8 `ter IN IE OUT =225.8 �-- j - I i S t t } €.. s a Y i i i i 4 1 EXISTING CURB &w i GUTTER TO REMAIN. + 1 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-04 y x S ...... ....... p.,.....-,..,„............ INSTALL 6" X 28" PC( FLUSH CURE u F i d , 3{: Y i INSTALL 4" PVC f f MODIFIED CUTOFF --j STORM DRAIN PIPE __,_ ....__ i WALL PER DETAIL THIS SHEET BACKFILL WITH TWO -SACK MIX OFSLURRY (MIN.) OR PER GEOTECHNICAL RECOMMENDATIONS SECTION A NOT TO SCALE SCALENOT TO Tnn nr of Ir)n DASHED LINED REPRESENTS �j APPROXIMATE LOCATION OF APN: 259-550-08 EXISTING GRADE 4.6' 20' PARKING STALL 1STFLOOR 2 TC=229 FL=229. FF=229.5 1.0% l I, s s. e t K .. APPROXIMATE LOCATION OF EXISITING 18" CMP STORM CONSTRUCT 5.5" THICK INSTALL PRIVATE DRAIN PIPE PER DING # L-8081 PCC DRIVEWAY PER 6" PVC FIRE T REMAIN. OWNER T O R O CCTV SOILS ENGINEER SERVICE LINE EXISTING 18" CMP STORM RECOMMENDATION BASEMENT FF=209.5 1 PAD=208,5 { " BUILDING SUBDRAIN PER z GEOTECHNICAL RECOMMENDATIONS it ii,J!/ZLL. t4 /1T YSL.L.I li./.LL. IN DEEPENED PCC G-1 CURB TYPICAL DETAIL. - DEEPENED CARE WITH WEEP HOLE s r f t r a . DETAIL y � r � • a DRAINPIPE FAILING DAMAGED PORTIONS TO BE REPLACED • p1 18" PVC CONSTRUCTPCC rYi PER / / 11 l t SECTION D NOT TO SCALE NFAGWOMM,w ® STORM DRAIN PIPE A (SIZE PER PLAN) 0 0 © APPROXIMATE a �' . GRADEAT INVERT D D D A a PCC CUTOFF WALL THICKNESS . 0 INSTALL PCC WHEEL STOP CONSTRUCT PCC CURB PER CITY OF ENCINITAS PER SDRSD G-01 OFFSTREET PARKING DASHED LINED REPRESENTS TC=229.8 DESIGN MANUAL APPROXIMATE LOCATION OF 3 EXISTING GRADE FL=229.�'r 1.01 ---- ✓ 2.5% 1 : E f 3 { , { m (TW@a EG=237.0) 29.8 TF=22 9 BIN--2I APN: 259-550 21 EXISTING PCC BROW DITCH TO REMAIN f i� __ INSTALL WALL DRAINAGE PER DETAIL SHEET 2 CONSTRUCT MASONRY RETAINING WALL PER DETAIL SHEET 8 STALL PERVIOUS PAVERS -{ ___ PER DETAIL SHEET 2 { jf 4 �.. : _ _ 3 j }...........i r ; INSTALL 30MIL. VISQUEEN _ ""� LINER, EXTEND 121NCHES ��� ` .�-�'"�� INSTALL MASONRY..-. w VERTICALLY BELOW RETAINING WALL PER APPROXIMATE LOCATION OF CRUSHED ROCK LAYER SDRSD C-03 PROPOSED PRIVATE 12"PVC STORM DRAIN PIPE; INSTALL 6" PCC CURB PER IE=225.9 SDRSD G-01; DEEPEN AS NECESSARY TO EXTEND BENEATH PAVERS SECTION NOT TO SCALE d No. 80356 r � TYPICAL DETAIL - MODIFIED CUTOFF WALL Exp. 12 f 31 f 2Q NOT TO SCALE `'> Clvk\- � & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North HISInway 101. Ste A. Solana Beach, CA 92075 ph 858,259.8212 j €i 858.259.4812 1 com y % ♦ r f IYI r r r j r Is% y BENCHMARK i i S ..r1 ,.. -! -.. 1 i w' ,i Y 1 i Y • !: d P aR l i a CITY OF!DEVELOPMENT SERVfCES DEPARTMENT LOCATION., d iSTAMPED • t OF / t. 0710612022 t d .. .. t>M,'. r y , WSON • r IRS „ ill N 'j ...:: r 'r .d Dry fE 1 SECTIONS AND DETAILS FOR: t , 1513 ` ;: 1509 PLANNING CASENO i ' DRI CDPI , a •MW • n' r • G TA WSON DATE y SHEILDSAVE. • OrD •O r4•MICH e .. �"e iy err ELEV y. Dy TE r r r �• .. .. a :r W e ! • ■ :J, 8 wf •r ILILOIRL909 11 ON-SITE CONSTRUCTION M4TERIAL, 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 FORALL 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 SMALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES / :.. CHECKEDFREQUENTLY FOR LEAKS. i Y i Y SHALL REMAIN J ALL TIMES. i• ♦ WITHOUT #: ... iSHALL . BE PLACED d i WITHIN STRUCTURES w IMPERVIOUS F • # ROOFING w COVERED # # > TARPS ORDER �{' i ' # d. # i RAIN CONTACT d. MTHANY TRASH d MATERIAL. t # w ! + . d i. # d. • R I i 'd i i +# ■i /� t 1 i #. r ... ##i J i y i.. ! 4 # d �y . i # • i y A • d Y t # l 4■ r r# w Y d J i#� i •# i# d t k •i# -'!•. d l# ! • d d d d ' i.# d #.. # ' d • �• f. .• ##' d # # d d i i # #' i.. r i ■ ' fLL i # d .. ♦•436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLESAROUND THE SITE. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELEDAWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 2770. RUNOFF % d F i f4fiffir'sMRl li,l i -- ED CONSTRUCTION ENTRANCE PER DETAIL TR-1 GRAVEL BAGS PER DETAIL B SE4, SEA SE•10 Q SILT FENCE SE-1 �'' n n FIBER ROLL PER DETAIL C SE-5 Fa — --- [5 j HYDROSEEDING EC4 x x x x x x x x x lJ r# i 16'MIN. v✓rrrarr r!rr .v r FIBER ROLLS- , �r � 0 SPACING MEASURED r'rrr;A;rrr!r' `u ALONG FACE OF THE SLOPE VARIESPER TABLE BELOW y PLAN I \ I PROVIDEAPPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCEAND •RIGHT -OF- WAY DETAIL i CONSTRUCTION ENTRANCE to'? # SLOPENEAR IT TRANSITIONS # TYPICAL FIBER ROLL INSTALLATION A STEEPER SLOPE NOT # SCALE ROLL 80 MIN 314"X 314" WOOD STAKES MAX 4' SPACING FIBER ROLL SPACING TABLE (PLACED ON LEVEL CONTOURS) SLOPE INCLINATION HORIZONTAL INTERVAL 4:1 fH: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) DETAIL C: FIBER ROLLS # # ���Nwffl w GLAa_ No. 80356rr Exp. 12 f 31 /20 C/vI\x. l & ASSOCIA IL LUMMING + LAND PLANNING + LAND WM t North wary 10L Ste A. Salsas Beach. CA 856.259.9212 1 fs 858.259.418121 eerix # DESCRIP77ON d s s s# f i[ y ♦ d A p! w A ''jj. /• i f^ r r .: - ammoLw �isua— ENGWEER ®■ DESCRIPTION wOL s s.. LOCATION. A STD. WELL !Q%MT Wt DISK SJAW�5.r AT THE CENTERLINEINTERSECTION OF w w i 0710612022 i d y! # a• 1 1 s li. 3 Y. Y/ a DATEi Ir _ ,e .. r # r i f f i i R' q �. .:... . a , i r! r CITYrGlNE7 i i dTe r# ##'# r I A w I PLANNING CASE NO: :# dR' i` t r w dJESSER# i w FROM: wOS a416 RECORD ELEVATION.i d i; # r`� .� rwn cvvnro i ik 5 MBUILT AWN DETAIL 1 ORCO 2 �-O " TO 94 " HIGH RETAINING WALL W1 TH 2 A 7 1 BA CKFIL L SL OPE DESIGN CRITERIA PER 2016 OC, 1. ALLOWABLE 501t BEARING PRESSURE FOR F0077NG5 = 2500 PSF PER SOILS REPORT 2. EQUIVALENT FLUID PRESSURE FOR 2.1 R4CKFILL SLOPE = 63 PCF PER SOILS REPORT 3. ALLOWABLE LATERAL PASSIVE PRESSURE =250 PGF MINUS j PER SOILS REPORT 4. SEISMIC - I SEC. ACCELERATION = 60%. 5. GROUT STRENGTH = 2000 M @ 28 DAYS & REINFORCING STEEL : GRADE 60. 6. EARTH COEFFICIENT OF fRrCT10N=a35 PER SOILS REPORT, Z 2000 PSI MASOUR Y COMPRESSION SWNGi - SPECIAL INSPECTION REQUIRED 'o • ey • %soma .0 NEW V, NUNN I I %H 7 a 5i 7T-' L MIN TO gt DAnjtpT x cm f XCLR. PROVIDE 4"0 MR-35 FERF. PIPE W1 4' TO 1-112' GR4 VEL M24PFSD W1 MIRAF1 14ON FILTER MOM- SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL PER SOILS REPORT 3'CLR T- KEY DOWEL p- 9 RAN 1as • `HP A' `W 'C' 'D' 'E' 'F`-DOWEL `G'-VERT 'HWERT 7t.DOWEL V 'r 0-0" 2'-0" NIA A11A 9- 2=0- 133 "olNIA NIA NIA NIA NIA jj� 211 2-8' NIA N/A 9" 2-3' #4@32-01C j 41' NIA NIA NIA 4- 120 3'4" 34" NIA NIA 111 2-6" 1 Af4@32-01C 14r NIA WA NIA 9111' 12- 14- 4'-0' 4'-0" NIA NIA V-3" X-O" #4@16-01057' NIA NIA #5@1ro1c is- F 1-2" 12" 21. _j 20- 4'-8" 4-8" NIA NIA 11-6" 3t.3" #4@16-01C 65- NIA NIA #5@11rOAC IS- V7 -' 12' f 1 24-1 25-1 5`4' X-40 2" '-0 NIA 1�.i X-6' 0@16-04C - 335@ NIA #4932- 01C #16-01C 15' F- Z-O' 12' 27J 30, 6'-0" 34" 2'-g' NIA 2'-0" 411 #4@8- 01C 41' NIA #4032- 01C #5 f@16-01C M-- 0-3" 12' _j 30� 33� 6'-8' 4'-0' 2-8" NIA 0­3" 4t-9' #4@8' 01C 41' NIA ffiwwo/c #5916-01C 24- 12" _j 33" 44" 2"4" 4-8" 0­8" NIA 0­6" 511 #4@6- O/C 41" NIA #4@8- O/C #5016-GIC 30' F 3t-2" 12" 36J 44 81-0" 4LO' 0-0" 2'-1 2-9" 611 #4W- 01C M. 431-1 #4@8,ac #4@16*01c #6016-01C -, 33- 49. r Xi 15" 8'-8' 4'-0" 2ii-i 2.0" XO" 6-6" #5@8"010 #406'01C #4@16' 01C #6016-01C V 4'-2" 15" 59- 4-0" 2-8' 2'-8" 311 711 #V8" 44' #4&- o/c #4016- o/c #6@16-01C 36' F_ 4*-4" 1 52J N47VRAL SOIL 0) CONPACTED FILL STRUCTURAL SPECIAL INSPECTION REPORT PREPARED BY. KING INSPECTION SERVICES DATED: APRIL 5, 2021 ON FILE WITH ENGINEERING DIVISION LEVEL B QUALITY ASSURANCE OF MASONR Y STEM PER TABLE 3.1.2 (7M5 402-131ACI 530-131ASCE 6-13) FREQUENCY OF INSPlllECT701V CON77NUOUS DURING TASK PERIODIC DURING TASK 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITi A�Y CONSTRUTION BEGINS, THE FOLLOWING SHALL BE VARIFIE0 TO ENSURE COMPLIANCE, PROPOR 77ONS OF SITE -PREPARED MORTAR. CONSTRUCTION OF MORTAR JOINTS, L OC4 77ON OF REINFORCEMENT 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE, SPECD GR4DE, TYPE AND SME OF REINFORCEMENT. PLACEMENT OF REINFORCEMENT PROPOR 77ONS OF SITE PREPARED GROUT CONSTRUCTION OF MORTAR JOINTS SIZE AND L OCA 77ON OF .57RUCTURML ELEMENTS. GROUT PLACEMENT 15 IN COMPLIANCE WITH CODE AND CONSTRUC77ON DOCUMENT PROVISIONS. &Oa( WALL W REINFORCING PER DETAILS. fm = 2000 P.51 CONCRETE BLOCK SHALL CONFORM TO ASTM C 90 & USE 08P "TYPE S" MORTAR PER ASTM C 270. USE ASTV A 615 GRADE 60 STEEL MIN GROUT S7RENGiTH TO BE 2000 PSI MW PER ASTM C 476. F007ING CONCRETE4 2500 PSI MIN @ 28 DA YS USE TYPE IIIV CEMENT PROVIDE 3" MIN. CONCRETE REBAR COVER FOR ANY F0077NG CAST A G 4 INS T NA TUP. 4 L SOIL. FOR RETAINING WALLS: USE BACKFILL PER SOILS ENGR PROVIDE A ASTM C-33 314 " GRA VEL SUBDRAIN AS SHOWN. WA TERPROOF BACKFILL SIDE OF WALL W1 O6P` "W4 TERSTOP'" OR EQUAL. PROVIDE PROPER SHORING DURING CON57RUCTION. 1. CONCRETE BLOCK SHALL CONFORM TO AST14 C 90. ORCO STD. PRECISION, SLUMP, SPLIT FACE OR WEDGELOCK BLOCK MA Y BE USED 2. CONCRETE FOR F0077NG SHALL HAVE A FC = 2500 PSI PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE V 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60. PROVIDE 46 BAR DIAMETER LAP. 5. CONCRETE BLOCK SHALL BE LA YED IN A RUNNING BOND PATTERN WITH VER 7704L CON77NUITY OF THE CELLS UNO 6. ALL RLOCK CELLS CONTAINING VERTIC44 RFAAR SHALL BE GROUTED. ALL RETAINING WALL BLOCK CELLS SHALL BE SOILD GROUTED Z USE OBP Ti 5 MORTAR PROPOR 77ONED USING ASTM C 270 1 PART CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS Si (GROUT MA Y CONTAIN 2 PARTS 318" PEA GRA VEL IF WEA THER CONDMONS ARE FA VORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SURF7CIENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREG4 77ON OF THE CONSITUENTS. 9. BLOCK STEM MA Y BE WET -SET 1-112" INTO THE F0077NG WHILE THE CONCRETE IS PLAS77C. BLOCK STEM MA Y BE PLACED TO EITHER EDGE OF THE TRENCH TYPE 1aFOO71NG MUST BE POURED ON OR INTO UNDISTURBED NA T9R,4LS01L OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 909b. 11. FIRST INSPECi TO BE AFTER FOO 77NG TRENCHES ARE R54DY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN 1 11 VER L PLACE AND THE BLOCK WALL IS R64DY TO GROUT 12 MAXIMUM CONTROL JOINT SPACING. 20'01C 13. N07E ON THE FOUNDA 77ON PLAN 7HA T TO THE CON7RACTOR REQUESTING A BUILDING DEPAR771fENT FOUNDA TION INSPECTION, THE SOILS ENGINEER SHOULD ADVISE THE BUILDING OFFIC1AL IN WRI77NG THA T THE FOUNDA 77ON EXCA VA TZONS COMPt Y WITH THE INTENT OF THE SOILS REPOR r #4 HORZ CONT @ TOP AS REQWRED - PROVIDE 24"MIN. LAP AND MAIATAINJ" aE4R FROM SOIL. #4 HORZ CONT. @ 807TOM -PROVIDE 24 MIN. LAP AND mmmm 3­ CLEAR FROM 501L. ENGINEEIUNG STAMP APPROVAL IS CIiNiiiixCt I L; REQUIRING USE OF ORCO MANUFACTURED CMV ON ALL ORCO WALL SYSTEM DESIGNS. 4 by Lu m NO. &3660 CVD A010411YAq4 silmvcx(-� FMIA&AI F6XF0Z^6D r7y T w V I a6h./ A 3AWMAit-T C.A,�AfAA/v A-r FLAA-) OF CA0 0 CRUX lep-e,01-71L DA-Mb 06% DESCRIPTION BENCHMW ASo-BULTAPPROVALS ENGUYEERNG DNISM APPROVALS CITY OF ENWTAS DEVROPMT SERWMS DEPARTWNT DRAWING NO. DESCRIP77ON CONTROL POINi PLANS PREPARED UNDER SUPERVISION OF RECOAMENDED., A 0 0 VED LOCATION: A STD. WELL MONUMENT W1 DISK STAMPED "LS 5663" AT THE CENTERLINE OF TURNER AVE 0710612022 G-71 A WSON DA TE DATE: 0611112019 .4 0 LNTERSECTION EDWARD J. Wf R ANDSHEILDSAVE R.C.E. O8366 N.: 0 GIN RECORD FROM: _R0S 1841�6 MICHAEL STRIZIC DA TE -7 -Zcot,2 ELEVATION, 250.481, DA TUM NA VD86 1 0 CITY ENGINEER 12 GABRIEL VERDUGO-ZEPEDA Exp,: 0313112021 DA TE DATt SHEET 8 O•F 8 ■