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2019-14204 G (Plans)RIGHT OF _WAY NOTE ONNIER I5 TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 EROSION CONTROL OWWR HOURS PRIG TO WORKINIG IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN__ -- ISSUANCE OF A STOP NORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE I. IN CASE EMERGENCY WOW IS REQUIRED, CONTACT TYLER SANDSTROMM AT (858) 451-8700. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES NEW POINT INVESTMENT 50, LLC N4}} OWNER TO KNOW ERE HIS/hER PROPERTY LINE IS. 24 HOURS A DAY. --- -- -_ 168M W BERNARDO DRIVE, SUITE 110 1 CONCRETE WA9-LHOUT ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT SAN DIEGO. CA 92127 DRAINAGE NOTE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL W ' ' TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO } NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO THE STORAMWATER CONVEYANCE SYSTEM O R ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING DRAIN AWAY FROM STRUCTURES FOR A MINIMMUMM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN SHALL tE STOCKPILED ON SITE t?NR (JCTOIER 1 AT CONVENIENT LOCATIONS TO FACILITATE THE WASHOUT LOCATION. SITE ADDRESS APPROVED DR4IN4GE FACILITY. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. UTILITY NOT_ E CONSTRUCTMbf SITE ACCESS CAMBRIDGE AVE 3. 'VICES SHOWN ON PLANS SHALL NOT lE MOVED OR MODIFIED WITHOUT THE APPROVAL ENCINITAS GA 92024 � OF THE ENGINEERING INSPECTOR. d STABILIZER l OVSTAUICTI(HN SITE ACCESS SHALL tE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO 0 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED LtZERGROL10. PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR APNt 261-094-04 4. THE CONTRACTOR SHALL RESTORE ALL EROSION/ CONTROL DEVICES TO WORKING ORDER CORRUGATED STEEL PANELS/PLATES. I. ALL NO NOTES TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. CONSTRUCTION VEHICLES LEGAL DESCRIPTION �y I. ALL NOW SHALL CONSTRUCTION DONE IN ACCORDANCE WITH THESE PLANM 7Hf STATE CITY SPECIFICATIONS FOR 5. THE CONTRACTOR MALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8E GUTTERS AND STOW DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES V PUBLIC WORKS AREARJE IO THE DESIGN DRAWINGS. AN STA A1GES OF THE CI►Y H ENCINITAS AND REQUIRED BY THE CITY ENGINEER DUE TO AN INCO►PLET'E GRADING OPERATION OR PARKINS VEHICLE REFUELING, AhU ROUTINE EGLID ENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE LOT 43 IN BLOCK 12 OF CAROPF, IN THE CITY OF THE SAN DINGO AREA REGIONAL STANDARD 0�4WIRdGS. ANY QHANGES OR REVISIONS THEREFROM SR-NALL OFF -SITE. g BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REMEST FOR INSPECTION. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ENCINITAS COWTTY OF SAN DIEGO, STATE OF EROSION cmmx CALIFORiNIA, ACCORDING TO MAP THEREOF NO. 1298. 2. 77,E SOILS REPORT TITLED 'PRELIMINARY GE07ECC LAICAL INVESTIGATION FOR SINGLE-FAMILY 6. THE CONTRACTOR MALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO FILED IN THE OFFICE OF THE COUNTY RECOVER OF CONTROL MUST BE PROVIDED FOR ALL EROSIVE SUFFAGES. SLOPED SURFACES ESPECIALLY MALL BE RESIDENTIAL. DEVELOPMENT, 2315 C44EFIDGE AVENUE_ CARDZFF-BY-TFE-_SEA CITY OF ENCINITAS WENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS SAN DEW COUNTY, NOVEABER 14, 1910. CALIFORNIA" PREPARED BY AGS INC.. DATED AUGUST 2P, 2018 AND UPDATE LETTER TITLED 7, ALL EROSION! CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL ADEQUATE GROUND COVER VEGETATION( AND BONDED FIBER MATRIX. "GEOTEC�NICAL REVIEW OF SHORING PLANS AND CALCULATIONS. SIDLE -FAMILY RESMTZAL 7. ALL EROSION HEREON!. DEVELOPMENT 2315 CAMBRIDGE AVENUE. CARDIFF-BY-THE-SEA CITY OF ENCINITAS, CALIFOMIA, P/W NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER. 1805-07, REPORT 1805-07-D-P- DATED AUGUST 22. 2018" PREPARED BY AGS DC.. DATED 8. GRADED AREAS AROUND PRO�CT PERIMETER RAT DRAIN AWAY FROM THE FACE OF FEBRUARY iG 2019. ALL GRADING SHALL DE DONE IN ACCORDANCE WITH THE RECO ENNDATIOVS AN!? DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SPECIFICATIONS CONTAINED IN SAID RaEPORT. SLOPE AT THE CONCLUSION OF EACH WORK DAY. SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. VICINITY MAP 9. ALL REMOVABLE PR707ECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH NOT TO SCALE 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF WAY OR9. DAY WEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY REMOVE EXISTING VEGETATION COY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN EASEMENTS SHALL BE REQUIRED IN COJU? CTION WITH INPAOVEMENT PLANS. PERCENT (40%). SILT AND OTHER DEBRIS SHALL REMOVED AFTER EACH RAINFALL. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SR -RUBS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIE GRADING. UNNECESSARILY., THEY HELP DECREASE EROSION. STOR WATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANTED 5. CONTRACTOR SHALL TAKE ANY NECESSARY PFRECAUTIONLS REQUIRED TO FR07ECTC ADJACENT -- FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL DE REPLACED OR 1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL .IMPERVIOUS PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. REPAIRED TO CONDITION EXISTING PRICK TO GRADING. SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM PLANT- PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MOMNENT OR BENCH! MARK WHICH IS DISTURDED DRAIN SYSTEM. COMPLETE. OWR S CERTIFICATE OR DESTROYED SHALL BE RE- ESTABLIS EO AND REPLACED BY A REGISTERED CIVIL ENSITEER OR A 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROLL LICENSED LAND SURVEYOR.. SHALL NOTMODIFIEDACAP WITHOUT A PERMIT FROM TCITY. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. I (WE) HEREBY CERTIFY 774AT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAIN 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVIG'ES D CLUDDVG ON -SITE CONSTRUCTION MATERIAL STORAGE TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SHORING, AND SHALL BE RESPONSIBLE FOR CONFOR41NG TO ALL LOCAL, STATE AND FEDERAL SAFETY 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMPSTORED A SECURE !LACE TO PREVENT SEEPAGE AND SPILLAGE. I (WE) HEREBY AGREE TO DVE'MNZFY, DEFEND. AND HOLD CITY AND CITYS OFFICERS, OFFICIALS EMPLOYEES AND HEALTH STANDARDS LAWS AND REGULATIONS. FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THL RAIN. CONTRACTOR SHALL AND AGENTS HARMLESS FRAM, AND AGAINST ANY AND ALL LIABILITIES CLAIW DEMANDS CAUSES OF ACTIONS TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF LOSSES DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY B. GRADING AND EQUIPMENT OPERATING WITHIN 0NE41ALF (112) MILE OF A STRUCTURE FOR ht#4AN APPROVED BW/IMP FACILITY ANDIOR THE TURF/LANDSCAPED AREAS. STORMWATFR FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCUR SOIL., PARING MATERIALS ASPHALT MMAMER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSICNJS OF ONFIER OR OWNERS AGENTS OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 77,E HOURS OF a30 P.M. AND 7.30 A.M. NOR ON CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL DE LOCATED AWAY FROM CONCENTRATED STOR Ai7"A Q�P(-OYEES CONTRACTORS SUBCONTRACTORS, OFFICIALS OFFICERS, O4 REPRESENTATIVES FOR ANY AND ALL S4TiA TAPS SUNEIAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO WINS SHALL BE INSTALLED IN HARUSCARPE, DRIVEWAYS, On ANY DTT-EFH ZNPERVIOUS FLOWS AND STORM ORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION WORK ORCONiSTRUCTION COVERED IN THE PERMIT OR C'C ECTE0 01 ECXY OR INDIRECTLY TO THE PERMIT OR AREA UNLESS THE FLOW FROM THE GAIN DISCHARGES TO AN ADEQUATE IMP/BMIP. MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERRETEA AT ALL TIMES. APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. 9. NO GRADING OPERATIONS SHALL C0*6YCE WTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD QNSITE WITH THE FOLLOWING PEOPLE PRESENT ' CITY DEFECTOR CIVIL ENGINEER SOILS ENGINEER 5. DRIVEWAYS SHALL HAVE A MINA 2% CROSS SLOPE TOWARD THE IWIBMP AREA OR TRAINIM � GRADING CONTRACTOR AND PERTIMMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE / ED Nm HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND � Rom' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE SIGNATIA DATE ` THE CITY AT LEAST 46 HOURS IN ADVANCE BY CALLING (760) 633-2770. DISCHARGE IT TO AN ADEQUATE IMP/BMP. FAMILIAR WITH THE CITY OF ENCINITAS STORMWATES POLLUTION CONTROL REGUIREMENITS. THESE BMP NOTES SCOT ANDS 6. ALL STORMMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR SHALL BE AVAILABLE TO EVERYONE WOWING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR NEW POINTS NVESTMENT 50, LLC 10. PRIORI TO HAULING DIRT OR CONSTRICTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 6. ALL WITHOUT A PERMIT FROM THE CITY. MUST INFORM SUBCONTRACTORS ABOUT STOTRMWATER REGUIREWNTS AND 71-EIR OWN RESPONNSIBILITIEE. 16860 W BERNARDO DRIVE, SUITE 110 WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY SAN DIEGQ CA 92127 ENGINEER FOR THE PROPOSED HALL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 7. THE INSTALLAAION (7F ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN t?RV THIS PLAN WASTE MANAGEMENT REOUD19ENNTS THE CITY ENGINEERS MAY IMFUSE WITH REGAINS TO THE HAULING OPET�ATIOV. BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT DE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL OBTAINED- THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. GR401 G APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION" SHALL 8E 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH PROVIDED STATING 'THE GRACING UNDER PE R41T NO. 14204-G HAS BEEN PERFORMED IN SUBSTANTIAL NO SEEPAGE FROM ANY DUMPSTER MALL DE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL 13E PLACED SOILS EMGI&ER S CERTIFICATE CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON T7E ATTACHED AS -GRADED PLAN. STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL APO LM ALL D U PS7ERS TO DIVERT THE NATURAL STORM R14OFF. DUMPSITES SHALL BE CHECKED FREQUENTLY THIS STATEMENT SHALL BE FOLLOKD BY THE DATE AND SIGVATUAE OF THE CIVIL ENGINEER WHO HAVE AN IMPERVIOUS AM -COMBUSTIBLE ROOF THAT WILL NOT ALLOW R4IN WATER TO FOR LEAKS. DINMPSTFRR LIDS SHARD REMAIN CLOSED AT ALL TIMES. OUMPSTERS WITHOUT LIDS SHALL BE T A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, CERTIFIES SUCH GRADING OPERATION. ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN PLACED WITHIN STRUCTURES WITH IMPERVIOUS RING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN PRINCIPALLY INESS IN THE FIELD O APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR LIVER HIS ESCAPE FROM THE DUMPS USE. A BERM SHALL PINSTALLED AT ALL TANNINGS TO HOLD IN ANY LIQUIDS THAT CONTACT WITH ANY TRASH MATERIAL. AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY TER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE DIRECTION ON 7113118. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACBENT AND COMPACTION OF FILLS AND TRASH ENCLOSURE AREA. THE BER4M! CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATEJ3-BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT RECOM ME DATIQNSS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHER OR& I HAVE BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL ROLLING OF THE DUPPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR AND CONCRETE, MOD. AND CLEARED VEGETATION CAN DE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COWLETIOTN OF GRADING OPERATIONS MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARD WASTE. FOR INFORMATION ON DISPOSAL OF FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND HAZARDOUS MATERiIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL HTEE AT (800) 714-1195. FOR INFORMATION AND THAT IN HIS OTPINIM ALL EMEANNOEMTS AND EXCAVATION ARE ACCEPTABLE FOR THEIR DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM. NOT TO PLANTERS OR THE STORM ON LANDFILLS AND TO ORDER D[RMPSTERS CALL EDCO AT (760) 436-4151. INTENDED USE. DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. QQ�fES$xON 13. THE CONTRACTOR SHHALL. PROPERLY GRADE ALL EXCAVATED Si13FAGES TO PROVIDE POSITIVE NOTIFICATIONS POLPOLLUTANT� �S SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND sIE�/�9 Q�O�p4E5 BEgNq� DRAINAGE AND PREVENT PONO M OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGETHE BERVAL DATE TO AOX17V G PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASUE TO 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRICTURES SHOWN PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR E PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SLXH TIME AS PERMANENT DR41NAGE AND ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STO>RMORAIN INLETS ON GGE MVO�� 'No. 2715 m EROSION CONTROL MEASURES HAVE BEEN INSTALLED. OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN! ON THESE PLANS, PERVIOUS SURFACES. .: 2715 � w m HOWEVER: THE WNTRACTCJR IS REQUITED TO TAKE DLE PRECAUTIONARY MEASURES TO EXP. DATE 9130119 Exp. 9/30/19 -13 14. ALL AREAS TO BE FILLED SHALL DE PREPARED TO BE FILLET} AND FILL SHALL BE PLACED IN PROTECT ANY EXISTING UTILITIES OR STRUCTURES ES LOCATED AT THE WORK SITE. IT IS ALL CONSTRUCTION DEBRIS SHALL DE KEPT AWAY FROM THE STREET GUTTER AND STORMDRAIN. CONTRACTOR ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND O&ECTIM4BLE MATERIAL THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID MUST ROUTINELY DECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE ADVANCED (EOTECHNICAL SOLUTIONS INC. sj P L. RE REMOVED SHALL BY CONTRACTOR FROM THE SURFACE UPON! WHICH THE FILL IS TO BE PLACED. UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION 405 CORPORATE DRIVE; SUITE B LOOSE' FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL CROUNO. THE OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WOE FOR MMOFE INFORMATION ON STOWMATER POLLUTIONV CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT ESCO7NDIIXb CALIFORNIA 92029 OF CA�� EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MIND" A. SEWERS - C'SD - (750) 533 2770 THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. (619) 867-0467 OF 90 PERCENT. IT SHALL BE TIE CONTRACTORS RESPONSIBILITY TO PLACE; SRPREAQ WATER AND B. GAS & ELECTRIC - SOGE - (750)-436-6200 COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONSS. C. WATER - SAN DIEGUITO WATER DISTRITT 1-BOO-227 2600 15. CUT AND FILL SLOPES SHALL � CUT AND TRIMMED TO FINEISH GARDE TO PR(>D[!lE SMOOTH �. CTAABLLEHHETV COOXX C ICATBELL - ION �(760�06-9809 X-2233 ADJACENT PROPERTY DISMRSANCE NOTE SHAPED, AND UNIFORM D T ROBS SECTION. THE SLOPES E EXCAVATION AND E7MBARUC T IN SHALL A 2. CONTRACTOR SHALL NOTIFY THE' CITY ENGINEERS OFFICE 48 HOURS PRIOR TO ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. STATEMENT OF ENGIIEER OF WORK SHAPED.CONDITION. PLANTER AND TRIh/N TO Ea DIRECTED BY HE EMCEES! OF EX AND LEFT IN A HEAT AND BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. IF ANY DISTURB TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY ORDERLY CONDITION. ALL STONES ROOTS AND 0774ER WASTE MATTER EXPOSED OR EXCAVATION OR - - - _ - ENBANNKMENT SLOPES NON -UCH ARE LIABLE TO BEO:O1E LOOSENED SHALL BE REMOVED AND DISPOSED OF. PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE THE TOE AND TOP OF ALL SLOPES SHALL BE RO ED IN ACCORDANCE WITH THE GRADING ORDINANCE. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: MUST BE OBTAINED AND S"ITTEO TO THE CITY PRIOR TO START OF ANY SUCH WORK, GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TR40E ORPROFESSION. THE ENGINEER (760)633-2770. ALL WOK PERFORMED WITHOUT BENEFIT OF INSPECTION( WILL BE SUBJECT ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT H 45 NOT BEEN PREVIOUSLY FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE ROLES AND 16. ALL TREES. BRTU SK GR4SS AND 07HP OBJECTIONABLE MATERIAL SHALL RE COLLECTED, PILED TO REJECTION AND REMOVAL. AUTHORIZED IN MRITM AND SUBMITTED TO THE CITY IS S ROUNGS FOR A STOP-40K TO REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO TT E EXTENT THAT THE ENGINEER CONTROLS SUCH OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY IRIS. FIRE NOTES: IN ITS CAPACITY AS A PUBLIC ENTITY FOR 77E PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION APPROVAL OF LOCATION OF IRIS FILL SHALL BE SECURED FROM THE SOILS EMBEER AM CITY -- -- ---- BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THS:EFORE DOES NOT RELIEVE THE ENGINEER OF !RESPONSIBILITY FOR THE PLANES OR DESIGN OF ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 1. ALL ROADWAYS SHALL DE A MIND" OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MONIJ�ENT ��. IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH -.E, ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY IN,.IUTY ARISING FO THE REMOVAL OF ANY AND ALL CITY REELS SKIN T CONSISTENT WITH C N C UNSAN THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MMONRUMENTATIOV AND/OR SOLELY FROM THE NEGLIGENT ACTS EFL OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY BEN"AAKS N#HICH WILL BE DISTUFIE1 D OR DESTROYED BY CONSTRUCTIOTN. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SOCK AGENCY AND EMPLOYMENT AND ARISING OUT OF PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED D TO AS CITY TREES AND SHALL HE PROTECTED 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT (S): 36 �H POINTS SHALL LE � AND REPLACED WITH APPR PRL47E THE WORK PERFORMED BY INFER. IN PLACE DURING CONSTRUCTION !�°SS SPECIFICALLY APPROVED OTHERWISE. NO GR40M TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF THE CONRSECTIOV. MMOR,RMENTATION BY A LIO;EGED LAND SURVEYOR OR A REGISTERED CIVIL EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEIMC5 SHALL OCCUR WITHIN THE CITY TREE A. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOW/DO>UBLE DETECTOR CHECK IT pG�p AO1TM>fRIZ@ TO PRACTICE LAND SGRVEl'ZIVG. A CORNER RECORD CANOPY PRO7 DRIP LINE JECTION ON THE GFOM). IF AA AREA FROM PIE Ka: A TREE CITY TREE ISTO 7HE OUTEFPIOST EVE OF W TREE NO CLEARLY LABELED TO REMOVED, IT B. R SHALL AWN 1 TTLOCATED A At:7ED TO T!E BACKF INtC;IN1114UM OF 5 FEET FROM THE BACKFLOWIDDC A REMOTER SHAD L OR RECORD OF SURVEY, AS APPROPRIATE SHALE. DE FILED BY THE � Jam' 7 1�+ MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT N17H A CITY STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRACE. LINE LAND SURVEYOR t.1R THE REGISTERED CIVIL ETNGI7NEER AS SIGNA DATE TREE IT MUST NOT BE DISTURBED UNLESS TTE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. C. IF THE BACKFLOW/ODC IS INSTALLED WITHOUT AN VOC, BOTH OSSY VALVE HANDLES RECRi F EQ BY THE LAND SURVEYORS ACT BRIAN ARC INO Qppf ESSIOA, SHALL BE MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE, PASCO LARET SYUITER & ASSOCIATES �p �"At 4 q� 18. IF ANY ARCHAEOLOGICAL.,. HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY D. BUSHES TREES, OF ES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS 5 535 N. HIGMVAY 101 SUITE A DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY FEET OF THE FDC OR BACKFLOW/l� VALVE ASSEMBLY. GROUND COVED LANDSCAPE IS SCLANA REACHD CA 92075 Q 2� HALT GRDUNO-DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATIOiN OF THE ACCEPTABLE. 259-8212 SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL B4EVIATELY NOTIFY E. TOP OF STEM FOR BACKFLOW/DOC SHALL NOT EXCEED 46 INCHES IN HEIGHT. 19► ERVTOUS AREA RCE )EXPIRE'S: 12-31-19 c�� � � mMTI w DEVELOPMENT SESERVICES!?EiPAR77MEM' STAFF OF SUCH FII+�IING A7 THE TIME OF DISCOVERY. THEm No . 71651 c � Exp. 12/31/l9 � SIGNIFICANCE OF THE DISCOVERED RESQGRCEIS) SHAD. BE DETERMINED BY A GUALIFIED 3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING COVSTRLCTIOV MATERIALS TO THE AREA DISTURBED.' 2,496 SF ARCHAEOLOGIST. HISTRRICM OR PALEOTOJLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE " DEPARTMENT ANU FORARTCHEOLODICAL RE"SOU�ES, THE NATIVE A1ERICAN COJMAMIUNITY. THE SATISFACTION OF THE FIRE DEPARTMENT. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SF Pasco LARET SUITER �Y� p DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE IMPERVIOUS AREA AFTER CONSTRUCTION: 1,257 SF q� NECESSARY DATA RECOVERY SERVICES BEFORE GRACING ACTIVITIES ARE ALLOWED TO RESUME. INSPECTING DEPARTMENT OR AGENCY, INCREASE IN IMIPERVIOUS AREA: 1,257 SF OF CA�ZF B. AS A MINI" THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A & ASSOCIATES 19. AS SPECIFIED BY CALFU RNIA HEALTH AND SAFETY CODE SECTION 705DA IF RAN R 1EM41 NLS ARE PERMANENT ALL-WEATHER SURFACE FOR EMERGENCY VEHICLES; AND IMPERVIOUS AREA REPLACE_a 0 SF CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING FORW ON THE PROJECT SITE DURING CONSTRUCTION ACITIVM. TW,PERSON RESPONSIBLE FOR TIE C. ALL FIRE HYDRANTS SHALL BE DETALLFD, IN SERVE AND ACCEPTED BY THE FIRE BMP PROJECT STATUS EXCAVATIOD OR HIS OR HER AUTHORIZED VTATM SHALL IMMEDIATELY NOTIFY THE SAN DIEGO DEPARTMENT AND APPLICABLE WATER DISTRICT. 535 North Highway 101, Ste A, Solana Beach, CA 92075 CW47Y CORONERS OFFICE BY TELEPHONE. NO FURT7fR EXCAVATION► OR DISTUSANCE OF THE OISCOVERY ➢n 8T5s1.25�.>12Il2 fa g�8.2�9.4512 Tsa�m affie�rin ��� OR ANY AEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADIACENT' REMAINS AS DETER 417ED BY A P I 1 S g QUALIFIED ARCHAEOLOGIST AND/OR A TRAOITIOYALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MQ'NNITOR SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINNDI GS AS TO ORIGIN AND STANDARD PROJECT DISPOSITION PU SLANT TO FLBLIC RESOLIFICES CODE 5097.98. IF SU04 A DISCOVERY 00013S A TEMPORARY G�STR UCTION FJULUUSION ZONE SHALL DE ESTABLI57HED SLA MMING TW AREA OF THE DISCOVERY SO EARTHWORK DATA PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT THAT TTf AREA WOULD BE PROTECTED (AS DETERMFED BY THE GL(4LIFIED ARCHAEOLOGIST AND/OR THE TCA STEEPEST EXISTING NATURAL SLOE ON -SITE _ �A NATIVE AMERICAN MONITOR), AND C LLTATIOV AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW. T HEF CORONER WOULD DE70WM WIT}MIV TWO WORKING DAYS OF BEING MAXIMUM VERTICAL DEPTH OF CUT = 0.8 ' NOTIFIED IF THE !REMAINS ARE SUBMECT TO HIS OR HER AUTHORITY. IF TIE CORONER RECOG�INL ES THE MAXIMUM VERTICAL DEPTH OF FILL = 1.9' REMAINS TO BE NATIVE AMERICAN HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE _ • CONMMI&SIO7N (NANO) WITHIN 24 HD[ AS. THE NAHC WQLLO MAKE A DETE 14IMTRW AS TO PTf MOST LIKELY CUT = 90 C.Y. FILL = 5_ C=Y3- _ J OESCENGENT. IF NATIVE AMERICAN REP9116 ARE DISCOVERED, THE REMAINRS SHALL IE KEPT IN SITU (IN EXPORT= 55_. C.Y. QW �C ` AIR PLA(1IF OR IN A SECURE LOCATION IN CLOSE PAOX]MIIY ID WHERE THEY WERE FOUND, AM Alf ANALYSIS REMEDIAL 370 C.Y. SSG -t DATE SI ©ATE SIGN DATE SIGN GATE SIGN DATE otw OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PESMaAE OF THE TCA NATIVE AMERICAN MONITOR. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS L"J ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO, AA D 1. -__ _ 2-12oz1L sCRIPTranrENCINITAs RxrINT ND. to�/ENc- 1NT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOh NGED APPROVED' GRADING PLAN FOR: OCATIONt BRASS_ DISK IN 1431 MC1Nd1MENT IN .x PUBLIC WORKS NA -- - - -- MIDDLE OF AHE INITER�SECTION SOUTH EL _ BRIAN M. ARCIDLINO DATE - `__ DATE: �. 7 � I � --5 �,� �� CAMBRIDGE AVENUE 14204-G PORTAL ST. AND LA MESA AVE _ _ PLANNING NA JE0WENS ^T ED'4 NEW POINTE INVESTMENT 50 LLC RECOP0 FROM.' ROSOS 16416 - w_ R.C.E. NO.: 71651 ' ELEVATION. 0.60 -_ -- -- Steve, Noma k� 2/2/2021 REVIEWER JQO 2/2 --- -------- - APN: 261-094-04 DATUM NA VMS - _ - - _ -- - -- _ _ -- -- 8RI EL ARDOLINO EXP.: 12-31-19 DATE --� IS t 4 DATE 20 Z� / / PLANNING CASE NO.' 18-193 MINV COP SHEET 2 OF 8 CITY ENGINEER DATE INSPECTOR JC 2 PLSA 2947 4/26/2019 w a- oQ M.0 C-a u')o L ul Zi U 10 Cc m-1 MLn_j �tM0� THO STuRY t4OLISE I LEGEND 9 PROPERTY BOL1 MY ••�•.•.. ..� . ( I EXISTING CONTOU3S -- --- -- - 56 APN 261-094-03i il PAD CONTOUTS 56 I I j I + 19E EXISTING SEWER ------ S --SANCUT -- - 5 - L PE EXlsrwG WATER - - ----- d l ISED PLANTER ( �4- W A TER ER ` tt ! i lTlC1U•i 1lR� WiS1/T I / ! -n., r _� ,. __-_ - \\\\ \Z.\\��`\�'i-•`\`•` \�\\\ ��:�`` \v.\\4\ `. EXISTING REMOVED WATER -- N PD. 1 S' ALLM CAP i 191.6 - 51 SF - - - -- ,� ` IS 3788" FLUSH, I - 24 6 � T�i 196.75 �t_BJ" -- - -_ _ ._ .._ _. _ - -- ._ . _ - - --- -- - ---- --- - -- ._- _- __ r••389.8) � PROD MASONRY NET. WALL PER PLAN i Y MCA PL� EA 193.89 196. -�\ �y�yy r1c r ,xec N A, hQD FOR LINE t \ TC 191.9E ,I'iB TW 1 8.9£� • `•••\\_• `\ I.� � QR EQ.�- IE t$3.4 145.i?n ��°'.�B Try 295..E i„ A G-3�t � Z�\.\�' �.." , \��.\\ �� •� 6 °OJ FENCE 299. c ; ? \. PROPOSED AREA r « r ! . - _- - 2?5. 2 ! _ nr T 8W Tx r LS. 9655 . \ ._ �-' - '�i�fr--._--✓ / - - --,-r--'-• /-J�/-- =-/-.ems.._-y-:_.. �:\` \\ PERVIOUS PAVER AREA I \ ; �„ .ter. ��� \ �` �` `: w. - �.. e - � - � ,.� L5 iL �!'lR fY�L TL7 ,4 .`:. 7G .7 TG 189. F PROPOSED PCC D ! _ ` In A. 7E 85 5 - , ._ f496 - - - - -- - - --__ - _ - �,- -- -----_ _ \\ + _ _ 3- -- - -- -T - - -- - _`•` .'•.. �,..- - .``tip `\�\ �\ .. \ ` ' ------ PROPOSED PVC PIPE _________________ i W : . . 1d6"" PROPOSED GRADE CALLOU � �;\ `\ \�' i • , { +� � - r am � 1'!^• -- __ - - ---- - -- -___-c-,--�^..rf.Tr-. ___ ?•. _-._ ___-.-i.r+...y- __ _- - -- �U-F-I._ -i_- - - - i , ,\ '.a• -rt : i' '^. I \ `� \ \vim.-� •F' \` - a:_=\`_• o\\ tip\ .� \ \\` \FS 195-8) EXISrIhG GRADE CALLOUT XX � t ,� _ �1 FS 1�.8 � 76 193.T ! t94S FS 195.5 �.� �.��'' �''' \; .. Ts .T \. � ..� \ :, (FS XJ # � � * �. x � 7G 193.7 �., TG t95.7 T6 189.4 1G t93.7 FS f \`�� ` �\� \ ` ` Ill ( x 1 iEX 193 \ IE 191i `I.19L2.1 1922 IE 1 4\ PRiOPOSED BUILDING WALLS F!`P�Ww _ _ \\ \ = a . '$;( IE 3 86. IF 192.4 (EX 195.5I\� "PVC IRE \ ` �\ , ?> �`� fG` 1� _ �'- 4 LI6NTi�ZL �r,t�tLl. Srr,: Lr6NrMELt .�g�. L � _ !=6 193.8 '5��:�s L�? �1� -•, =12� �• '. s �: ��� \�:= , _ •� \: �:\ , �,' Ex 8` vV(p . PROPOSED SEWER SERVICE .+ C 1 ate\ \. � / '* ,� " 4 � � • "•- ,8'i � � ` _ - Jai 189.4_ ,- clvl WU7 li7•/{+rct.i. - EWER MAihi PER SGYi�I SS-01 m \ ; \ . /�\ a IM 1 PRO E I o HT IE 185.5 i, \c \ . �\,. Z �1 • FLUSH Cl�iB :. I .19a PR OSED RESIDENCE ,- � 1`STFLOOR FF Sao \\\ ;.���. .� �. INSTALL 4` PVC PROPOSED WATER SERVICE � ._ � _ •, RIM $02 �\ " - �\� \SENBR LATERAL x 1 �{ - LOOfl P IF 189� �, • �,; .. , .>< ! 1ST FLOOR -- � � � \ \ .. OR FF 1 5 2 PROPOSED TREN,EW WRFACAVG ,1 ,� 1ST F F -6. - `p S" �... \\ - �� ;' T FLOOR PAD 1 . � �\ � �" ��\�\�� SAWCUT LI%E y 93.$ ! 1x;" 4 �' . \ ;,\ , \\\ , J \\ .„ ,� � � ; >- `�' `- �; BASEMENT F -�.. �:: -,` `,� .�� . \. \` ; � \ IE AJ ia4.o ► Y, � \BASEMENT FF 185.23 =gymaax IE Mary s� 81� 19' i .�;' :g'.,9I`.6 F.. 3 �. �.. ' - s, ..TO•T FS is4.4 \\\.\ \� ,.« _ 'zy\�,�. -. jp / CAUTION \ 1. r MAP �` �. .Y .', a♦ -`\\\ Y \\\ ' •\� ti� FS WO IX MW4N0{Jf �LJ J4/' V "' -- _ • `:. ., l r• iyl tJ•/. RLP WA FS 4 i i TER AMAIN\- �� PROTECT EX. \3' ! i I x mai I FS 1 O F5 1942 \� \\ - .a WATER AFTER _-" �/� ,.yam p i' ., \\ \ \.. `.`• ,�, �\: .\. ` 193.8 � y .. F6 . 13. u I I PERVIDiS PA s \• IQW , , � � FS 194A\ - FS 194A F5 194.4 j I � I F6 193.8 _, t r _ \.>.. ' 4 PVC PIPE BY �,,. APPROVED EQ \ ��a\ :t \ \tea\ � n ti� � \\ J/ DISC TICE 6404 ;_ _ / _.i-y .. \.\,. t .. �-�:°•};-. -�- �- . / 6 /.�. L _ .:� - .` \ ��� . PER Rl7S 222R - - � Tjmn r GRAPHIC SCALE 1"=5' 0 5 10 15 \`t, .: - _ - -- - - •-;...- z. _++a - -_ .•fk"- a3- y..- -Tie---,--'^..�� �-L'S+-�-+,tea..- _ «...+,a_ .--�.'�,-'L_-�1'. -.u---�5..--t--.+' -- - .• m -_.•..� _- 'Ta, '1'. �S:.e >�{ -Y...-.- - __ �'(.1'i!.. - `. PYi_ r-'f •- -- . --yam - _ L�-. �i,Y a:_ _' .,TS>.�-.+l .�aa: �._'• _ -- s--- - -i J `nl4y\' ONLY \•. LL LiAiL�3 CfiAr'STRUCT IO?d ` `~V. MWy � ` �® � • e4� 292 29 Ti!"Y9J-T T6 1 FS 194.4 TG t94.3 9247 FS 4 T6 10.7 N59 59101'E 99.80' TS 193.7 TG 193.7 193.7 � 194.0 F9 t94 (FS 193.9) \' IE t9c'. IE 1922 29� �' j IE 192.3 IE 192A IE 192.6 192.7 1s4• TC 91.B9 f DISTRICT TO DMNS L PERVIOUS CGWLxETE CAUTIp1! 3` t TER ICE T 9AL ATER VAETER WI _.. __....._...._ _ ___ __ _ ___ ___ w .__ _.-. _ . __ ._ __ __ ..._..__ .__ . _ .__. PAVER FEB DETAIL IX ABANDONED 30` REP IN PLSCt1NMAIRE cn AT OldrfRS EXPEL - THIS S+fET (TYP) M TREMST PER . � j WATER MAIN ` STANDAFii _ WASTER METER EK _ j MA4 PVC 1ER I PEA WO-76-15 (/! ,t s tAU�� j I j GRADING r A � �►/l7c•� CL7Ni71-['1� 1�VtC:` i ENCROACHMENT MAINTENANCE GRADING PLAN AND �l� J1a%vi e- EAST REMOVAL AGREEMENT --- scaL� 1�5' Eo�E Caap>I'C�otys �7 t7 ROC. '- - i �EVi '•� 'g`( Erb rs i N N"k'e of � 09.K WEST RAC. �►+°+���___- �, NOTES: GRASS COVER c `�Q� 02 To �NSTR.�C I Iorl • PFi�RTY � 2` HARDWOOD MULCH/ PROPERTY LATE 1. THE MAINTENANCE' OF ALL PROPOSED OAFS WILL BE THE RESPONSIBILm OF � �, MAX F� IV � LRE� ! THE OW1ERS. THIS WILL INCLU E ANY POST-CAMST RUCT LIN EIMP AS NELL AS ANY P903ERTY LIKE 7 FOR AA SPECONSTRXTCIFIED PERIOD OF TTION BMP THAT IS � AFTER CaWLETION OF ALL CONSTRUCTION �INED TO NEED TO REM41N PERMANENTLY OR 6 OVERLAY 6' INSTALL LIFCORATIVE, 75' 75' OPERATIONS. L1t011GHT TOLERANT 1 COBBLE RAP RAP & 2X MIN PLANTS (Tmi SPLASH PAL} 15 15 2' 2. THE OWNER WILL BE PRESENTED WITH A+FC144ATION ON SOUSE• CONTROL 2X MIN�- e� AEASLfE$ SUCH AS THE PROPER AEONS OF DISPOSING OF POLLUTANTS DIRECTING TW 193.1 - �- WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR TC t92.2 - I BN@FG 191.6 STORM CLEANERS ROOF DRAIN NOTE FOR STOR►! WATER POLLUTION CONTROL PL a ALL FlU UFF BC@FG 191.E - � t I � l- j ` t I DlRADL MIND441ZA� ThE USE OF h LD AND OTH59 PRODUCTS ( _ - FROM ALL DRAINS 57iALL DI LARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO , t - ,t _. 4 - CCCO WREN THEY HAVE THE POTENTIAL TO CLNTRIBUTE POLLUTANTS IN(TD STOW WATER AC OVER 6' PRII 3' RIBBON -'• • - � � m � ; ; ' ! ; � _ t�.,4SS II AB 6LtTTER 7.5" Lr7� OVER 6` CaLECTION AND DISCHARGE ONTO THE STREET AAD/�3 INTO THE PUBLIC ST(X�+t O HT PCC 7 ' MIN. SECTION CLASS II AB PER S� G-13 AND SPILL CLEAN LP TECHNIOCES.CURB DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATE D FOR STOW WATER FLUSH ��I- 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- POLLUTION CONTROL .SHALL. NOT BE MODIFIED WITHOUT A PEF�lU FROM THE CITY. � s- -1 ; -..-' t ! � E ! ? a 4.° - - { - 1-- :'; - , - - - - - -±rac FLUSR, ALLEY TYPICAL SECTION .. L`+►. 1 `J/' t '/ J !- J'^' J' 1 t!, t t► t'. ,r r : ! 7- ••,r'/.~Jr /` ti J r••+J l.__ • r ~-� owl: a• r r / •.rr r� r r: t.. ' •..r'a• r • r s °.t r •/. :to '•<r•1.• R / I:t rMrf •:a " l t J• r-' a/ • r •/•rrar a• r• r ~t-' e. f .., •. ., la ) .l ." - r• • • J a' /: ''J` ,4`l. / . J tr ,.. r t c• a t t t r , •• r r ❑ r a 7/ 1r � • •• 1• r r r • • • : r / , l L f � • ► ' t - - r- - t ' a• � /': • 1 ar / -+ : Jr r • , r' t :, F • r Jt J• / t• t ! •. •: • t /: r . `� • • • . '• J• !ffil ~ r :,JJ • )/F, r. t.~ /;• ►.1Jt / r r •:I t•rti�Jr `'• r. a r r-- r ~ r: ~ I ~ .I rz, m r• JJ' J i - _ • y y NTS ICL.Q� /•�ylTy t r•tr `. r��•W :/A Lyi � M -'7 •� ,.• r ! ,: J.'. { JJ•,7R ^Y 1 4a r _ Jar, .ti ■ ■ ■ i , DETAIL ■ ! - PERMEABLE •a•NM _ii ;� ► � .��- -�-� � .-. ._ i 1�V -• AAI - � � ,..��, � � .. - - -A- •��![�� ��Ear[�[ • �, 1!= JL s�!L =llee�fifol" t p�y�� ••'R1 C�i1• ir�a DEVICE M WILL DISCWTINUE MICATICIV IN 7HE EVENTOF •' r 1 1t .:d. PROJECT WTILREQUIRED PERMISSION IS OBTAINED. SOIL IS SUFFICIENTLY SATURATED. 5. TIE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY B45PECTED AND SAN DIEGUITO ■ ■ ICT NOTES MAINTAINJr TO a t •; THAT OVER WATERING 15 MINIMIZER BROOV OR MALFUNCTIONING ~• • 1�• /S 1 :' REPLACED NEEDED; r / J' F LATERALS ! t SHALL •CONSTRUCTED ! •J 1 A .. i �� EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS TO STANDARD 1 r .NT J- AGENCIES REPAIRS WI •-•' Gar FOR AND THE M91GATION SYSTEM1 J' BE STANDARDS COMNI`TTEE (WASO. SHUT -DOWN' ENTffELY OR THE PROBLEM AREA MILL BE MATED AND TAKEN OFFLD\F_ IF POSSIBLEI UNTIL THE PROBLEM IS damTE0. 2. REVIEW OF DIEGUITO WATER DISTRICT DOES NOT CGWTrTUTE REPFESENTATICN AS TO THE AMPACY OF, THE LOCATION OF OR 6. FOR STORM WATER POLLUTION CONTROL •, •PO •: f: •d ALL'./.r; E .t J 1'NON-EXISTENCE/ 'P•f. THE fa• ! r P OR l'• ti 1 / CI ••,r ONTO r•..` AND LANDSCAPER PRIOR J •. r THE LIMITSOF PROJECT. COLLECTION AND! "f • •G ONTO THE STREETAND/OR INTO THE PUEILIC STORM prNG 11MH KAY AFFECT r• rr 1 r'.• ISYSTEM.GRASS rLANDSCAPE AREASDESIGNATED t'• !' J•ALL POLLUTION CONTROL 1 rr r lJr ! • • t t'a/'+.! i •••• J l OR ••'J•/.~J/ CONNECTION ~ FIELD a' r f9 ALL EXISTING! • PROPOSED CROSSING ! l FEETf 7. OWAER TO OBTAIN A CONSTRUCTIONPERMIT FROMENGINEERING PROPOSED WATER MAINS SHALL E SHONN ON IMPROVEMIENT PLANS. DEPARTMENT AT LEAST 46 HOURS PRIOR TO NOWING IN THE' PUBLIC RIGHT OF .r ~ ;a) / t',rtiti rJ•• • WATER MADE ti GIVEN NRITTENPERMISSION F41LLFE TO 00 SO WILL RESULT IN AN ISSUANCE OF A STOP NOW NOTICE BY SAN DIEGUITO W47ER DISTRICT. AND DOUEILE PERMIT FEES. IT IS ThE RESOOMSIBLIBITY OF PIE ONNER TO KNOW WHEREWAY. / r OF FROIPERTY LlNECONTRACTOR AM OMER ARE RESPONSIBLE Tr RELOG47E ANOVOR ADJUST TO GRADE ANY EXISTING E• FACILITY (FIRE HYDRANT,ERS B. ALL UTILITIES SERVING THIS SITE SHALL BE DiSTALLED LICERSPOUND. BOXES ETCJ WHICH IS AFFECTED BY 7HE1R PROJECT. ALL AFFECTED WATER FACILITIES WET CUR:ENT WATER AWNCIES STANDARDS COMrFTEE • NO CONCENTRATED LRA1NAGE FLONSAFE PERMITTED OVER ADJACENT PROPERTY STANDARDS. 1 1 l 00 NOT MEET/ - •:/. THEN TPEY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMEN OF 5 FEET BE LFWIADEO TO CUTM STANDARDS AT TIE ON*R S EXPENSE. AT 2 PERCENT AND BE CONVEYED J AN APPROVED CRADVAGE FACILM, EROSION CONTOL NEASMS tE.G. BONDED FIBER MATRIXI VEGETATIVE' COVER SERVICES. WATER10, JVTE MATING) MET BE INFLEIfENTED MHERE APPLICABLE TO PREVENT SOIL EROSION ON SEDIMENT CONTROL . " 'ES (E.G. SILT FENCM FIBERMINIMUM HORIZONTAL SEPARATION OF 10-FEETREQUIRED BETMMV FIRE z :2 {tea -fTF r•• 1 1/ rr / a le r••'J SEE NW07Et. �t •, s SCARIFY -am CF 3 ! 'SANDYr SOIL M t R Sr CLAY r. J M SHALL CONTAIN 65% SAND, 15X COMPOST OR HARCINOCRO MULCH AND 20% ALSO FREE OF NOXIOUS NEEDS. CRUSHED ED f t a• SHALLr 1. OF BE DEEPENED TO INCREASE T�E INFILTRATION AND STORAGE ABILM OF THE' DETAII. THE EFFECTIVE AREA OF THE BASB4J t SHALIL BE tear BASED ON t t.N. TYPICALLY. M SLWACE AREA OF ThE B10%7ENTION BASIN IS 6 5% OF THE' R4UW10Urj AREA DRAINING TO IT ALL BIORE7ENTION PLANTERS TO BE DEFFIESSED AT L&ST 7' BELOW ADJACENT F1 E SURFACE BIORETENTION LEAVING SITE_ MATERIALS MANAGEMENT BAP MUST ALSO BE FOLLOWED TO SNIE GAPIJOINT FILLERr VAR NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER 7_ ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL mnv - 9• MKI QUALITY DEGRADATION DOM+STREAM (E.G. CONCRETE OFT STUCCO WASHOUT AREAS, OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY COVE:EO STORAGE AREAS FOR HAZARDOUS MATERIALS, PLAC8ENT OF PORTABLE ARE SERVING. _ TOILETS OVER A PERVIOUS SL/1FAGE.) B. CALIFORN14 STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT ND -LEAD ATE PA 11. NO DIRECTLY CONNECTED Rf ERVIOUS AREAS (DCIA) SHALL BE ALLOWED. BRASS BE USED IN THE CONISTRWTION O9 REPAIR OF ALL POTABLE WATER D ;- t I t_=< :. RCCK OCIA MEANS STORM RUNOFF GB ERATED AND CMVEYEO VIA IMPERVIOUS SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW THE ._ � S%4 '!'� LAR6FR AREAS, SUCH AS ROOF, ROOF DRANK DRIVEWAY, AND STREET. BMP MEASURES DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PATS. rl64PIJOAVT BETWEEN PAVERS SHALL BE A MINI KX OF 5% SHALL BE IDENTIFIED ON THE SITE PLAN, MOST COMMON MEASURES AFE OF TIE PAVER DIMENSION. A J01NT SHALL BE .INSTALLED DESIGNATED TURF AREAS, WHIM RECEIVE ROOF DRAINS AND R.WF FROM 9. ALL COPPER TUBING L60 FOR AM FELEASES, BLOW OFFS, AND SERVICES SHALL AT THE OUTER BfJ #VARY OF THE PAVER. ALL JOINTS TO IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH NC-17 OR WC-18. BE FILLED WITH 318' OR LARGER CRIJSHED ROM OR GRAVEL. BMP'S SHALL BE DELTAE4TED ON PLANS AND A NOTE PLACED ON PLANS PERVIOUS CONCRETE PAVER PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. NTS CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS SRN 2 2 2021 DESCRIPTIONtENCINITAS POINT N11t7. 1025/ENC- INT. DATE PL PREP ED LOCATI()NC BRASS DISK IN hELL M2000 1N el PU®LIC WORKS NA ---- -- _ -- - MIDDLE OF TTf IlViEFtSECTION OF SOUTH EL BRIAN M. ART�LDYO DATE PORTAL ST. AAV LA MESA AVE FLAW176 NA _--- -- - - ELEVATION _ 60.60 - Steve, No-wa,k 21212021 FEVIEhER I JQO 2/2 BRAN MICHAEL ARTDOLD DATCR NAVD68 CITY ENGINEER DATE IN5PECTLIR JG 2/2 CITY APPROVED PAVER W AIN. r Ir BY r'Mr ARJABRIC r 1r FILLER TO / • CITY APFFOVEDr r : AGGREGATE IN V010S BEDDING r 'EOF : r : J:AXfEGATE / •' THICK OF 314 M•,rJr /M REF T0 r• TH100ESS PER I, J OADRE IFAPPLICABLE NOTES SJ I ^ •.r• • / - ALL AGM647E MET BE CLEANINA90 AND FREE OF FINES (SAIC SILT, ETCJ PAVERS 91ALL ACTSEALED UCE RE VIDID FILLER HAS BEEN •'/TJr EACH CCIU•SE SNALL1 !' CWACTED : J ! •, PLAMENT Ur NE)(TMt •S CONSIRVION NOTE PERMEABLE PAVER DETAIL NIIS EX 5' WOOD FENCE APN 261-094-03 I 2317 CAMBPIDGF AVE EX 2' 3' STEM WALL :----`FOOTING ORIENTATION LWOW =., ::C17VTRACTon TO VERIFY i -i i - Iry 5GC-V10-Vf A I ' }i 6Co.vrMEit/DFD My SECTION PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 850•259•8212 1 fa 858.259.48121 Plsaengineering.c®ffi 1j'" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. SUPERVISION OF DATE: 3• -r> 11 R.C.E. NO.: 71651 EXP.: 12 4=19 REcom ENDED: APPROVEtr. _� � JEs OWENS ED ARTD J. DATE�r�q oarE jJ 120/9 GRADING PLAN FOR: CAMBRIDGE AVENUE NEW POINTE INVESTMENT 50, LLC APN: 261-094-04 "WING CASE W. 18-193 MINV CDP 14204-G SHEET 2 OF 8 PLSA 2947 4/26/2019 ADDITIONAL NOTES 1. EROSION CONTOL MEASIIES (E.G. BODED FIBER MATRIX, VEGETATIVE COVER JUTE MATING) MUST BE DPLEMENTED *ERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIAEM CONTROL MEASURES (E.G. SILT FENCRE, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVRE SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSLRE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DONM7REAM (E.G. CROETE OR STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DC.LA) SHALL BE ALLOWED, OCIA MEANS STOF14 ALNOFF GENMATED AND CONVEYED VIA R4 ERVIOUS AREAS. SUCH AS ROOF, ROOF OR41N DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOIa►IENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL M S. VULCAN AVE. ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES. 200E 27. DEAL TING NOTE: THE PROPOSED AREAS DEDICATED FOR BIORETENTION BASINS SH U BE USED AS OESILTING BASINS DURING CONSTRUCTION. I 19P GRAPHIC SCALE 1"=5' 0 5 10 15 I - SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE ~ -' - �•'=�•• _ = ..: PER DETAIL A "'': -, • _�_' • `-' GRAVEL BAGS -PER DETAIL B ococ00000 SILT FENQE F8-R DETAIL C ---X X--• s 314" MIN COARSE TWO LAYERS OF GRAVEL / AGGREGATE BAGS WITH ENDS �+ _ NOTEa ppaFESSIoN FILTER �► A OVERLAPPED r�� CONTRACTOR TO MODIFIY CONSRUCTION FABRIC ��- e- O �HAEC 9� 4 IN (10 CM) ENTRANCE IN THE FIELD AS NECESSARY. 0 ORIGINAL '+ Twffi IDTH AS REQUIRED CONSTRUCT SEDIMENT BARRIER AND CD � rZ m m NA. 7i651 0 GRADE .•a • Q2, ATTACH THE FILTER FABRIC TO 3. BACKFItL AND COMPACT THE � �'►� ACCOMODATE CHANNELIZE RUNOFF TO SEDIMENT THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. TRAPPING DEVICE Exp. 12/31/19 � • • • _j a • Iy ANTICIPATED TRAFFIC INTO THE TRENCH._—zi. • OF CALIF 1.1 ' MIN., UNLESS OThEAWISE "� .aa , � •d' • RUNOFF " I �� � I I FILTER FABRIC 101 SPECIFIED BY A SOILS ENGINEER Ii SECTION A -A A -- /. WIRE 19'MINRADA GAP BETWEEN BAGS "`�--1111- - _ - PASCO LARET SUITER DETAIL A: CONSTRUCTION ENTRANCE 20 MIN ACTS AS SPILLWAY 8t ASSOCIATES NOT TO SCALE I DETAIL B: GRAVEL BAGS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING NOT TO SCALE DETAIL C: SILT FENCE 535 North Highway 101, Ste A, Solana Beach, CA 92075 NOT TO SCALE ph 858.259.8212 I fx 858.259.4812 f p1saengineering.c®rm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS LIMA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 7!77 SIM 2 2 2021 DESCRIPTMMENCINITAS POINT N0. so25/EMc TNT. DATE PANS PREP PED UNDEP SUPERVISION OF FECOMME APPROVED.' EROSION CONTROL PLAN LOCATION: BRASS DISK IN MIL M30ENT IN ;$:Z\ MEOLE OF THE INTE�CTION OF SOU`fH EL 48RLW�.-IC W�CS NflDATE: _ _ CAMBRIDGE AVENUERDDLIND DATE �5' 7 • `I 14204-�i PORTAL ST. A(�D LA MESA AVE PLA(WNIN(G NA ---- SSE DWENS WQFAD J. - ER -- RECORD FROM R2 I8416 F:,c E, n�•: �sss NEW POINTE INVESTMENT 50, LLC ELEVATION: A0' SbeveNawak, 2/2/2021 FEVMIER JRo 2 2 — APN: 261-094-04 DATUM NA VD88 BRIAN MICHAEL ARfOLD�D .. , s2-31-19 CITY ENGINEER DATE IN5P WOW JC 2 ExP.: DATE .3 _ ls1/q DATE PLANNING CAS ND: 18-193 MINV COP SHEET 3 OF 8 PLSA 2947 4/26/2019 v% a ct N t / ETENRON 8 r i4 191,98 691.5 I�`arjk�=vy-�4Rr '� f i l RIGHT-OF-WAY H7 r fi CG; ., I �n TEMPORARY 1.5H-1V!'SLOPE (BY OTHERS, TYPICAL) 3Y ORCO O CiTy DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORT(S): A. PRELIMINARY GEOTECHNICAL INVESTIGATION FOR SINGLE FAMILY RESIDENTIAL DEVELOPMENT 2315 CAMBRIDGE AVENUE CARDIFF, CALIFORNIA PREPARED BY: ADVANCED GEOTECHNICAL SOLUTIONS, INC. DATED: AUGUST 22, 2018 2. SOIL DESIGN PRESSURES A. ALLOWABLE PASSIVE EARTH PRESSURE = 300PSF/FT B. LATERAL EARTH PRESSURE = 38PSF/FT C. MINIMUM LIVE LOAD SURCHARGE = 72PSF E. BUILDING SURCHARGE = 1000PLF (LATERAL LINE LOAD) SHORING STRUCTURAL REVIEW PERFORMED BY ESGIL, A SAFE BUILT COMPANY AS PLAN CHECK, 19-400 DATED MARCH 3, 2019. 16/3 8/3 0 In FS 19 Ex 8"' 'd( SE HER rm INSTAL'(' .Ex 3" 1= WA?T.J? I -(s_7-- Fc ;c 32 /3 16 Know what's below. Call before you dig. DIG ALERT! ! TWO WORKING DAYS BEFORE DIG ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE 8t POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEALTH TRENCH/EXCAVATION PERMIT NO - LEGEND T.O.W. = TOP OF SOLDIER BEAM WALL B.O.W. = BOTTOM OF SOLDIER BEAM WALL BY OTHERS = WORK OUTSIDE SHORING SCOPE (P) = PROPOSED (E) = EXISTING PROPOSED IMPROVEMENTS IMPROVEMENT TEMPORARY SOLDIER BEAM SURVEY MONITORING POINT TEMPORARY TIMBER LAGGING SOLDIER BEAM COUNT DETAIL/SECTION CALLOUTS 3x12 DF#2 TIMBER LAGGING SYMBOL I U SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SAN D SCALE:1"-16/3 IEGO, CA 92129, (760)586-8121 CHANGE NODEscRiPnoly APDRDUED DATE BENCHMARK AS-BUILTAPPROVALS DESIGN DRAIN BY CHECKED BY. ENGINEERING DIVISION A PPRO VA L S CITY OFENCINIrAS-DEVELOPMENFSERVICES DEPARTMENT DRAWING NO, S2N 2/2/2021 ENCINITAS POINT NO, 1025/ENC-25. - / INL DATE PLANS PREPARED UNDER SUPERVISION OF REGOMM DED: AP / GRADING PLAN FOR.• BRASS D15K IN WELL MONUMENT IN MIDDLE OF THE ( Z PUBLIC WORKS _ �Nfl CAMBR/DGEA VENUE 1NTERSECIION OF SOUTH EL PORTAL SL AND LA MESA Alai f..� N ARDoU N __-- r' DATE SSE TO -WARD J. W1MM NEW POINTEINVESTMENT 54, LLC 14204-G RECORD FROM ROS 18416 PLANNING N R.C.E. NO.: 80503 ELEVATION.• 60,60' DATUM: NA 88 Stelvei No-wa.kJ 2/2/2021 REVIEWER JQO 2/2 ROY R QAIE S , f DA ZD 1 APN.1269-094-04 INSPECTOR G ENGINEER OF WORK EXP. 3f31 j21 PLANNING CASE N0.• f8-193 MINV C1JP SHEET 4 Of S nrnr nTr. A/nc /nnan 1 LVI VJI11—• f/GV/LV/J T.O.W. = 194.00' — B.O.W. = 189.00' NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR VARIABLES "H" Et "D". 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. SHORING ALONG THE NORTH (SB#1-11) MAY BE SET AT FINISH GRADE ELEVATIONS WITH APPROVAL FROM THE ONSITE GEOTECHNICAL ENGINEER (FIELD VERIFY EXISTING STEM WALL FOUNDATION). FINISHED GRADE (SEE NOTE 3) T.O.W. = 194.00' Leff'Li t t t SB#2 L I L -� SB#3 SB#4 10 SPACES C 8'-0" O.C. = 80'-0" SURVEY MONITORING POINT (TOP OF BEAM) T.O.W. = 196.00' T.O.W. = 195.00' EXISTING GRADE — T.O.W. = 196.00' .Z B.O. W.=191.00' .... --._.,... -.. . ------ . - -- - — - _ . , ..� 3 I I -v— a a ...: _.. 4 SH7 v B.O.W.= B.O.W.= Y { w $300 83.00, le , s Y r td ..-_-_ 1 rc. 1 ( ---.,_----_-_ J _------ ___-------- "P,i i I 1 I I'I I I II SB#11 ICI I „D,r I I I I I I ICI Y I I II I�I r I LEGEND: T.O.W. = TOP OF WALL _ __ - •I: p I I I L_ ......___.._..,-______.-..__..,._,.._........_.__.__.,--____,_.____._.___..-_.__._.__________.__.- ___.__,_ _____.�:.G.W. -BoTrom OF WALl,_-__..__.- -__ »____.. - __ _-_-_--_---_-____.._.,__ h DESIGNATES 3x12 PRESSURE TREATED 13#5 SB#6 LAGGING FOR GROUND CONTACT SB#7 SB#8 SB#9 SB#10 PROFILE - LOOKING NORTH SCALE: 1" = 16/3' SURVEY MONITORING POINT i .. k4TWO STOR-, 14 EXISTING TWO STORY RESIDENCE i(E) SITE WALL �,i,.''j � ,, _...�» __ �-'_. _... •.. .., ' "\ _..,.:.^..::c>n :� / / r � ' A J ` r f % / � � '' / JfJ ,i l/ / j ! % . • r'' .e/ .. � / :' - .. If (! i ` /i / / �/ ✓ J' ' i ' f ! I i /J;'/ J` /1� /1i // / r %J /� //'' /// %r ' e 'r r ,_�. t / f/ fr rr '!� J✓ ,'i ,+f ,t'�•,'r �% /�`/ J 1r / r /J• �r: fP ,{ 1 �/ /1 rr // / -rfr "" / // �/ J! ' �'. ri,r�. iLI'�C RAISE[) 1 LAMER i n 5 i � �._ ,«- ."..._..,,.. r ✓ � _ ♦ � i-_.r..,L_.. ,_ r � ' y ''`•"': 'C�"V•S.'V t, ,.a�'c: `",c``..,, i7,f!, rPi n r, 4 _ r !_. :..� 5:....,:: a,....,.; ,z" t ' G' I 't �. R a., i;.r, c:: ,,. r �.. < t _� :)j i it r, .,,.,.tea c:�:. >'��..,�•o�� :` ;v".v>`1°bcd, o, ,� �"•, S-+ 1953 ! : : A.t: t f l fC.1Yi,.l:.. � ' 1r 1 P!��t�.a : t _— - t�t- _f 'I i FENCE: , � E� (E) STEM WALL '-�; ,^r`! f •1, ,y '•� r1,''—. YC+ — d: tp ,r"$• '�':':Ft,4-V°L— !' h.: 1\ e � ! { i � x' ,.) � � Psi ':hk 7 'rA 1 -ji p I E I� ).su t ,4,.n-=� PROPOSED ., PROPERTY LINE FENCE: , I � f f r cr•A FEN E PROPERTY LINE .:\,... \ R `° •`..�::->`: / , r ;fit � �x �4� t 3.r,.: i f. ii A, Yf�1 ��� T t11S7t .. � ' i. r;e .� f'• ._...._ w h , i � r ids (�±;.�„ . r . ) V , r z.� r. , > < ` „ l t 2 wA_.r_, �.:.s SITE WALL <. R ' RIGHT-OF-WAY wP t,=_I. <: ,,. r _w .< . ( �a.t � f. ;.l � .~ \\ p \: ��.,.�,� � ;.:.•, s..,l V ' S --w f:� a r srt #: e '^ .a fi k C,� t htaUt�� I� �,c?f• ..� � 2�•.},.:):1 6 -8 (MIN.) . � .,.,. .rL , ., ! • e.a , ..rt r W . �r ! f , �, \'� \ \ ;�\`x^ `i;��•l'.`v. \ ,. 4 , .-.-1._-,,,,-., r., t, i, t - -. ., _,_....-. .__:p',., /� _. t,...,_.. __• SH7 ... ... _ _ \\. \.. •�,.., y.�a,.,. I,: r � �`� i,. � T� 1!5� � - _ _ .. _ ..- � _,,,.». __.._.., _ ,. �,�\...,. \�•.� \••q �.,ah•� v � ,, £,\ice �`�''�d.• �.� , � § � lF�.l ,7. !�., -G'}� �k�„ t T. ,r /• _ „l_.c� ,...>. ..�i-�_- , . __ ,s_ 7t'i'?+ r.....,... .-..-_,�...,_ ,. •..,..»_ ...._.._..-_. __ ., .,;...,,,.._ "§"-_' <.,.- '• _e� ...a.-.-.: . I m°r�.r i' , .. a,. r -�5 Cr i. ... i '� t- -1 -.-.t,<it : ^.G� _. . _ ...}.. 'Ty'..•. rY,C�Aiv�c.a�.y,• \..��`,•`<a., .`em•:,.s\\:`,•�^,�,'`•,`<2.�v>ta:..,•;,,a•x.\,:,:\\' ..ti" .T ::: -�1y r• yiJ's� '. �. 4.`,�Y \a �� '' ,.`' ` ., TEMPORARY 15H1V c�� .� 4 !. >,,..,; :. ... .. s - _ _- _ , , a� .._._�., _. A . f.,, . ,:x> •F-=:. .; - . _ ... --� TEMP - :.�: . ,_., r .l �.., r J .�` .'k.• .N. ' '-.,..�[._, ._. .t.. i i+'64.' �•�l'- ,RE., 't"' q� 1 ' i ,' .i-v •._ BY OTHERS t ,. r •> / r .: '�sb:� „� fi-- —. • -i-^-^vs"_',<' _'__ -:�i_ A- `_.,_i ..: .: 1—. 1 -Li I SLOPE r j PROPOSED SUMP 4 ,' {�fi.t•,d>/,..I, Y `^.1. .'.,.,.d'- ��,�"w "„^.1 ;\",I i �1e >'•i✓,.r Y. ��, 1 < a 2` v.- „ .re SEE CIVIL DWG. •�-,'`r .„j=.� _ ....... .. . ,•=- ...,-.____. ,..., aoa\. .,T ..Aa�, ,, -•`,,ra,,..�.,,�\.�.�;`:,...,\�••t`. ,:;Y``,�\,..,,.�".o`\..�,,., PROPOSED LIGHT WELL TYp. (SEE ARCHITECTURAL DWG,) % i 1 n if HF HCt; :� c�'�"'\�%rv^��A-<'�.' i ., r ry �" � ,• r�_ p� �~3t I�• I .\ , � � �„ w =�;: �' � < \ r`>i �: , C ip x ••,I lei � t 3�f a� - s E � t � `C ^3__•i�'-..'FI i `.. '\v'•. �� \` �\U , r_ . `L\,, \,\`\.` `\ t d y}} rd"iN%.F'h% ,� tt` ��~ ��i`\ a i 0 `rI PROPOSED BIOFILTRATION ,<<z ,,.,; =:} \\i ,n ; t OPn DRAINA \ .� BASIN (SEE CIVIL DRAWINGS) CAUTION! E ABANDONED--- #MINX R�'l 30" RCP WATER MAIN (TO BE TEMPORARY 1.51-1-1V-= REMOVED AS NECESSARY) ;�Et SLOPE (BY OTHERS) (` r: ., r 14�'., z!w t , APPRO; ✓f ±1 E 0 SHORING DESIGN GROUP 4/0 C 8050.3 rn �%y * Exp. 3/3/31/21 16 3 8/ 3 0 16 3 32 3 16 C \Q 7755 VIA FRANCESCO #1 mod SAN DIEGO, CA 92129, (760)586-8121 RANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS OESIGNED BY -.A CHECKED SCALE: 1"=16/3 ENGINEERING DIVISIONAPPROVALS CITY OFENCIWAS- DEVELOPMENT SERVICES DEPARTMENT ORAWING NO, L --3 TIN- 2/2 12021 ENCINITAS POINT NO. 1025/XNC-25 1NT. DATE PLANS PREPARED UNDER SUPERWSION Of RECOMME iJE©: AP D; GRADING PLAN FOR. BRASS DISK IN WELL MONUMENT IN MIDDLE OF THE PUBLIC WI�RKS NA ---- CAMBRIDGE A VENUE INTERSECTION OF SOUTH EL PORTAL ST. AND LA MESA AVE,- ° N r+` Aacou"� ,` DATESSE O S WARD J W1MM NEWPOINTEINVESTMENT50, LLC 14204 G RECORD FROM: ROS 18416 PLANNING Nit ---- "' R.0 E. NO.: 80503 �✓` APN 261-094.04 ELEVATION.' ff0.ff0' DATUM.' NAVD 88 Stever Novak 2122021 REOEW£R JQO 212 19 REED EXP. 3131� DA 3 `t � DALE l l _ SHEET 5 Of 8 VA INSPECTOR NGl & OF ORK PLANNING CAZ Na 18 193 MINV 1P PLOTDAM. 412512019 T.O.W. = 194.00' f -- — -- B.O.W. = 190.00' NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR VARIABLES "H" 8t "D". 2. POTHOLE/FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. CONTRACTOR MAY BACK LAG SOLDIER BEAMS FOR ADDITIONAL CLEARANCE BETWEEN THE PROPOSED CMU BASEMENT Et SHORING. 7'-0" T.O.W. = 194.00' 8 SPACES @ 8'-0" O.C. = 64-0" SURVEY MONITORING - POINT (TOP OF BEAM) '%�J. 0. W. = 194.00' ... . _. ....__ -_ ..- .�.. . a . a — — d BOW 183.183.00'B.O.W.-I B.O. 183.00' i �— T.O.W. = 193.00' B.O.W. = 188.00' f 1 3 SH7 I I ICI ICI I?�I I I I I I$s��I ICI ICI I fl I.sI LJ lrFl I I I I °D' lfl IhillI III I I I SB#22 I ffI I I i I I I I I= 1 11 1 1 I I LEGEND: T.O.W. = TOP OF WALL �OF-WAALZ------------------- - SB#13 SB#14 SB#15 SB#16 SB#17 SB#18 SB#19 SB#20 SB#21 - ---- - - _--- DESIGNATES 3x12 PRESSURE TREATED --------- — — — — - -- --- - — - — --- LAGGING FOR GROUND CONTACT PROFILE - LOOKING SOUTH SCALE: 1" = 16/3' SURVEY MONITORING POINT t F e RIGHT-OF-WAY 3 I 63 y ;J< i ,�., �..^v<ib,•ivs� fix: !i � d'?-j{ ^dif;i yIY ryV PROPOSED BIOFILTRATION BASIN (SEE CIVIL DRAWINGS) 1 "7-J6i I SHORING DESIGN GROUP 7755 VIA FRANCESCO #1 SCALE: 1"=16/3 �_ SAN DIEGO, CA 92129, (760)586-8121 CHANGE NO. DESCRIPPON APPROVED DATE BENCHMARK AS-BUILTAPPROVALS DESIGNED sr DRAM BY- CHECKED Br.• ENGINEERING DIVISIONAPPROVALS CITYOFENCINITAS-DEVELOPMENTSERVICESDEPARTMENT DRAWING NO, i SIN 2122021 ENCINITAS POINT NO.1024ANC-15. BRASS DISK IN WEtL MONUMENT /N MIDDLE OF THE INTER�CRON OF SOUTH EL PORTAL ST. AND LA MESA AVE RECORD FROM ROS 18416 ELEVATION. 6D.60' DATUh1 NA VD 88 bmp'„ H- tJ J' zt Sbeve., Nawa.l, 21212021 INT DAZE PLANS PREPARED UNDER SUPERVISION OF `vim DATE ` S° .CSSE OY � R.C.E N0. ; 80503 ENGINEER OF WORK EXP. 3f31/�l RECOMM WED.' APP D: . �� D �� 511 / q ,20 2 —1 DATE #1 DATE GRADING PLAN FOR.• CAMBR/DGEAVENUE NEWPD/NTEINVESTMENT60, LLC APN." 161-094-04 PLANNING CASE NO., 18-193 M(NV CDP i4204-G PUBLIC WORKS PLANNING Nil A - r-- REWEWER O 2-2 � - INSPECTOR SHEET 6 OF 8 MV! VA+t: 4jeU1ZVlY SAFETY CABLE RAILING, PER-\ CAL-OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 4/SH7) PAD ELEVATION I® 42" (MIN.) EXISTING GRADE VARIES TIMBER LAGGING (SEE ELEVATION) 1.5 SACK SLURRY SHAFT ff-BACKFILL (T.O.W. TO B.O.W) SOLDIER BEAM 2 SH7 2,500 PSI CONCRETE SHAFT BACKFILL (B.O.W TO PILE TIP) L2x2x3/8 ANGLE IRON ATOP - ! EACH SOLDIER BEAM MEMBER D SOLDIER BEAM I I (SEE SCHEDULE FOR SIZE) 3/8-inch 0 WIRE ROPE ` yy ALONG ENTIRE SHORING i PERIMETER (TYP.) NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SH8 FOR VARIABLES "H" Et "D". 1 TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.) SH7 N.T.S. NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR VARIABLES "H" Et "D". 3. SHORING ALONG THE NORTH (SB#1-11) MAY BE SET AT FINISH GRADE ELEVATIONS WITH APPROVAL FROM THE ONSITE GEOTECHNICAL ENGIENER (FIELD VERIFY EXISTING STEM WALL FOUNDATION). SOLDIER BEAM CROSS SECTION ALONG NORTHERN PROPERTY LINE N.T.S. SEE ELEVATION FOR SPACING - FILL VOIDS BEHIND LAGGING WITH LEAN CONCRETE TIMBER LAGGING (SEE ELEVATIONS) SOLDIER BEAM PLAN DETAIL (TYPICAL) N.T.S. 211, 44" 21" 1 /4" L=6 EACH BEAM SOLDIER BEAM, TYP. (SEE SCHEDULE) DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 4 CAL -OSHA GUARDRAIL DETAIL SH7 N.T.S. 8 SH7 PROPERTY LINE - T-0" 2'-0" m III 0 DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 20d COMMON NAIL FOR LAGGING INSTALLATION (TYP., AS REQ'D) DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) ,—L4x4x1 /4 ANGLE IRON TIMBER LAGGING -(SEE ELEVATIONS) 1.5"(MIN.) BEARING ANGLE IRON CONNECTION (AS REQUIRED) N.T.S. (E) 2-STORY RESIDENCE (E) CONCRETE WALL 190.00' * CONTRACTOR MAY BACK LAG SOLDIER BEAMS FOR ADDITIONAL CLEARANCE �- SOLDIER BEAM 10' ......... ..... ..... _...... .... . __.., ._.. ,_ ..... . NOTES: 1. FIELD VERIFY ALL EXISTING Et PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH8 FOR VARIABLES "H" Et "D". SOLDIER BEAM CROSS SECTION ALONG SOUTHERN PROPERTY LINE N.T.S. TIMBER LAGGING (SEE ELEVATION) SOLDIER BEAM • t N.T.S. 2" (MIN.) BEARING 3 CHIP SLURRY FOR BACK LAGGING PLACEMENT DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL #{s MATERIAL) -- TIMBER LAGGING � jj(SEE ELEVATIONS) SOLDIER BEAM 1.5" (MIN.) BEARING b LAGGING OFFSET DETAIL SH7 N.T.S. SHORING DESIGN GROUP 9 7755 VIA FRANCESCO #1 A SAN DIEGO, CA 92129, (760)586-8121 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ASBUILTAPPROVALS DE96NED 0 K I DRAWY.• CHECKED r ENGINEERING DIVIS/ONAPPROVALS CITY OFENCINIMS-DEVELOPMENTSERVICES DEPARTMENT DRAWINGNO. S ►2 N 21212021 ENCINITAS POINT NO. 1025/ENC--25. BRASS DISK IN WELL MONUMENT IN MIDDLE OF THE INTERSECTION OF SOUTH EL PORTAL ST. AND LA MESA AVE RECORD FRAN.• ROS 18416 ELEVATION. 60.60' DATUM.• NAND 88 _ I � g Z � oa.iNo �rE-- Z7TYE7��9AE o va k� 2/212021 INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE 'V I h �" '�.��' �`� " R.CE N0.: 80503 ENGINEER OF WORK EXP. WI&A RECOM ENDED: A VED; "E'er E°W'�D J. 2 - ?nor 9 pA7E f �, DAIS GRADING PLAN FAR CAMBRIDGE A VENUE NEWPOINTSINVESTMENT50 LLC APN:261•094.04 r PLANNING CASE NO.- 18-193 MINV COP 14�Z04-G PUBLIC WORKS NA ____ PLANNING N/} ---- REVIEWER JQO 2 2 SHEET l OF 8 INSPEC OR C 2 PLOT DATE.• 412512019 GENERAL NOTES MATERIAL SPECIFICATIONS STATEMENT OF SPECIAL INSPECTIONS 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE. 2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL -OSHA). 3. HEAVY CONSTRUCTION LOADS SUCH AS CRANES, CONCRETE TRUCKS OR OTHER LOAD SURCHARGES NOT IDENTIFIED IN THE "DESIGN CRITERIA", WILL REQUIRE ADDITIONAL ANALYSIS Et FURTHER RECOMMENDATIONS. NOTIFY THE SHORING Et SOILS ENGINEER. 4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE TEMPORARY SHORING FOR SUPPORT IN ANYWAY. 5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION. 6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING 6t NOTIFICATIONS. 8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR. 9. 411 MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING Et PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL CONTROL E: COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 12. THE GEOTECHNICAL ENGINEER OF RECORD SHALL REVIEW Et VERIFY THAT THE PROPOSED TEMPORARY SHORING, CONFORMS TO THE SPECIFICATIONS OF THE APPROVED SOILS REPORT. 13. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS PRIOR TO INSTALLATION. 14. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 15. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 16. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 17. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. CANTILEVERED SHORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES Et SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS E: DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEAMS ACCORDING TO THE DETAILS Et SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) THREE DAYS. 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN T-0" OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. 7. REPEAT STEPS 5-6 UNTIL BOTTOM OF EXCAVATION IS REACHED. STRUCTURALSTEEL 1. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A-572 OR ASTM A-992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, ASTM A-572 (GRADE 50) OR ASTM A-992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A-36. 4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS. STRUCTURAL E: LEAN CONCRETE A. STRUCTURAL CONCRETE: 4. STRUCTURAL CONCRETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,50OPS1 AT 28-DAYS. 5. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2O16CBC Et ACI 318 TO MEET THE FOLLOWING: A. MAXIMUM 1-INCH HARDROCK CONCRETE CONFORMING TO ASTM C-33. B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150. C. SLUMP NO GREATER THAN 6"-8" WET Et 4"-6" DRY HOLES. B. LEAN CONCRETE (SLURRY) 1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD. TIMBER 1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER. 2. TIMBER LAGGING SHALL BE PRESSURE TREATED FOR GROUND CONTACT IN ACCORDANCE WITH AWPA U1 USE CATEGORY 4A. WELDING 1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR CONTIUOUS WIRE FEED. 2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. MONITORING 1. MONITORING SHALL BE ESTABLISHED AT THE TOP OF SOLDIER BEAMS SELECTED BY THE ONSITE GEOTECHNCIAL REPRESENTATIVE AND AT INTERVALS ALONG THE WALL AS CONSIDERED APPROPRIATE. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS Et VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION IS 1-INCH. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESSARY). 11 MONITORING SCHEDULE FREQUENCY LOCATIONS SHORING PROGRESS WEEKLY PER PLAN EXCAVATION < H MONTHLY PER PLAN EXCAVATION = H A. MONITORING POINTS SHALL BE LOCATED AT THE TOP OF SOLDIER BEAMS #7, 10, 14 E: 20 (SEE PROFILE VIEWS). B. MONITORING DATA SHALL BE FORWARDED TO THE SHORING E: CITY LAND SURVEYOR. IF DATA INDICATES THAT THE PERFORMANCE OF THE SHORING SYSTEM IS INADEQUATE, CORRECTIVE MEASURES SHALL BE RECOMMEND. VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix X 1904.2.2 2. Inspection of concrete placement for X proper application techniques. 3. Material verification of structural steel a. For structural steel, identification X markings to conform to AISC 360. b. Manufacturer's report X 4. Inspection of welding a. Multipass fillet welds X 2303.1.8.1 5. Material identification of timber a. Identification of preservative X VERIFICATION AND INSPECTION ITEMS (OTHER) 6. Observe drilling operations and maintain complete and accurate X records for each element. 7. Verify placement locations and plumbness, confirm element diameters, lengths, embedment into X bedrock (if applicable). Record concrete and grout values. 8. Verify excavations are extended to the proper depth. X SOLDIER BEAM SCHEDULE ! I Maxi mu m Toe Total Toe From I -rd 444E Beam Beam Shared Depth Drill I Diameter Beam _-.....,._..w.... ...,,_.,.._.,.w��W �Y..... Beam Qty Section Height Depth .^y .,, .._. _..,._. .... H D H+p Dshaft ft k ft ft i In 1 1 E 11 W 12x26 1 5.0 10.0 150 24 2 2 1 W 1,8 x 50 r 11.0 14.0.25.0 � < 24 3 6 4 ; W 18 x 65 . 12.0 15.0 27.0 24 .. s.... _...... _.�J ..ess,.x..y .k<m_.Y nn.3.1.. .w4.v..n. �e,r..,... j .ua.. e,,.. +.rlYrv.�.i. Y.' Sv4vi...0 wwW.,h✓.+Wk}4'H.^Ix4'X n wAn.�/MM�u:h'w u.. F.NM 'M w..t.0 u.iAxMah:�,r.h. 7 I 10 _..4„ W 18 x 71 13.0 17.0 z 30:0 i 24 ..,. ,. 12 2 ; W 12 x 261 5.0 10.0 1.0 f 24 w.. ,j ..._ ... .0 .._._.. . ,�....._...... .............. 13 21 9� � W 18 x 50 ; 11.0 140 25. I 24 22 22 1 W 12 x 26 f 5.0 I 10.0 15.0 24 SPECIAL INSPECTION REPORT PREPARED BY: SOUTHWEST INSPECTION, INC. DATED: FEBRUARY 5,_2021 ON FILE WITH THE ENGINEERING DIVISION SHORING DESIGN GROUP IC u 7755 VIA FRANCESCO #1 v\ �� SAN DIEGO, CA 92129, (760)586-8121 CHANGE NO. DESCRIPPON APPRO0 DALE BENCHMARK AS-BUILTAPPROVALS DESIGNED BY- I DRAWN BY. I CHECKED BY- ENGINEERING DIVISION A PPRO VA L S CITY OFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DR4WING NO. L_ S2N 2 2 2021 ENCINITAS POINT NO. 1025/ENC-25. BRASS DISK IN WELL MONUMENT IN MIDDLE OF THE INTERSECTION OF SOUTH EL PORTAL ST. AND CA MESA AVE RECORD FROM. • ROS 18416 ELEU/iION; 6060' DATUM: NAVD 88 ,Z1 IN DATE PLANS PREPARED UNDER SUPERVISION OF aA '.; rfl'� ti .w t y � ` R.C.E. NO.: 80503 ° p`'E� 09NEER OF WORK EXP. 3j31fZI RECOM ENDED: AP p 7� - SSE WENS WARD J. W1M ___ /S I11 i�o ���_ DAB DATE GRADING PLAN FOR.• CAMBRIDGEAVENUE NEWPOINTEINVESTMENT 5Q, LLC APN.' 169-�s4-Q4 PLANNING CASE NO- 18-193 MINV CDP 14204'G PUBLIC WORKS N f} ____ tRN ASTDw.►N0 DA7E� Stove, 2/2/2021 PLANNING -- - NA ---- REVTEWfR JQO 2 2 SHEET 8 OF 8 IN ECTOR G ftul VA It: 4%Lj%LU7,v